Loading...
405-419 HIGHLAND AVE - PLANNING Correspondence .� CITY OF SALEM BOARD OF HEALTH 120 WASHINGTON STREET, 4TH FLOOR SALEM, MASSACHUSETTS 01970-3523 "7f �J Charles Puleo, Chairman Salem Planning Board 120 Washington Street Salem, Massachusetts 01970 1 1 Page 1 of 1 Danielle McKnight From: Wayne Silva [wayno6698@yahoo.com] Sent: Wednesday, December 16, 2009 9:09 PM To: Danielle McKnight, Danielle McKnight Cc: Rick Bingham Subject: 405-419 Highland Avenue Danielle, I.will not be able to attend the Planning Board Meeting Thursday night. Could you express my feelings towards the Planning Board regarding 405-419 Highland Ave. Harry.Gunderson walked through the backyards of#20 and #22 Barnes Cir on .December 2. He knows that I would like a 6 foot vinyl fence (with lattice at the top) placed on the property line that would be installed and paid for by Mr. Ferragamo before the construction would begin. This fence would extend from the corner of my lot with #18 Barnes Circle extending beyond the property line of 22 Barnes Circle. This fence 'would have a gate and a 2 foot border on the Highland Avenue side to prevent weed growth near the fence. Once the fence is installed and warranty expires the fence it is my responsibility for maintenance. The reason for the fence is three fold. One- we are losing a 150 foot border with Highland Avenue. The trees that are in place now are an excellent buffer zone from the noise of Highland Ave. Our backyard is like being in Maine in the summer. Secondly, we have two children ages 2 and 3. There are also 8 other children that are within 200 feet of our house ages 9 and under. I would like to prevent them from wandering into the construction site. Our backyard is the only one that a person could walk freely to the construction zone.. Lastly, we would like a gate because we are anticipating that our future neighbors are people that we would like to have access to and the gate would make that possible With this fence in place I am in for of the project as an abutter. Thank you, Wayne and Katie Silva 20 Barnes Circle 12/17/2009 CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT w KIMBFRLEYDRISCOLL MAYOR 120 WA9n1\GTON S'IRrET♦ SA1-E'..NGusA(2lusErls 01970 TEL:978-619-5685 FAX:978-740-0404 LYNN QX)NN DI IN(-%N,AICA' DIRFOOK March 24, 2010 o - o Attorney George Atkins Ronan, Segal & Harrington N 59 Federal Street `^ Salem, MA 01970 p Re: Request for extension 405-427 Highland Avenue _ 00 Dear Attorney Atkins: On March 17, 2010, the Salem Board of Appeals met to discuss a request by Paul Ferragamo to extend the Variances granted in a decision dated May 4, 2009, from minimum lot area, minimum lot width, and minimum depth of front yard to allow for the property located at 405-427 Highland Avenue, Salem, MA. The Board voted 4-0 (Debski, Stein, Belair and Dionne in favor, none opposed) to extend the Variances to November 3, 2010, due to the amount of time the Planning Board approvals have taken for the project. Sincerely, ��n- ��+ Danielle McKnight Staff Planner Ce: Cheryl LaPointe, City Clerk CITY OF SALEM, MASSACHUSETTS BOARD OF HEALTH 120 WASHINGTON STREET,4"'FLOOR TEL. (978) 741-1800 K.INMERLEY DRISCOLL FAx(978) 745-0343 MAYOR DGRE-IN HAUM&A I 1;%I c0n1 DAVID GREENBAUM AC['ING HEALTH AGEN'r January 13, 2010 Charles Puleo, Chairman Salem Planning Board 120 Washington Street Salem, Massachusetts 01970 Dear Mr. Puleo: At its meeting on January 12, 2010, the Salem Board of Health voted to approve the Definitive Subdivision Plan for 405-427 Highland Ave, presented by Paul Ferragamo, with the following conditions: 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. 3. A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. 4. A copy of the Demolition Notice sent to the DEP, Form BWPA06, must be sent to the Health Agent. 5. A radon remediation kit shall be installed and operational in each below grade dwelling unit. 6. A radon test shall be conducted following installation and operation of the remediation kit. 7. The developer shall adhere to a drainage plan as approved by the City Engineer. 8. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. 9. The developer shall maintain the area free from rodents throughout construction. 10. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. 11. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 12. The Fire Department must approve the plan regarding access for fire fighting. 13. Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. 14. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. 15. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. 16. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. 17. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. If I may be of any assistance to your Board, please feel free to call me. Sincerely yours, For he Bo of Health, David ee u Acting Health Agent Cc: Paul Ferragamo C/o Attorney George Atkins v _ CITY OF SALEM ` - PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/15/09 TO: ( ) BUILDING INSPECTOR ( ) CONSERVATION COMM ( ) CITY ENGINEER O FIRE PREVENTION , ,) BOARD OF HEALTH Attached please find the application referenced below. The Planning Board requests that you review this application relative to Section VII of the Zoning Ordinance and/or to the Subdivision Regulations and MGL Chapter 41. We would appreciate your completing the form below and returning it to us. ( ) Preliminary Subdivision Plan ( x) Definitive Subdivision Plan O Cluster Development ( ) Planned Unit Development ( ) Site Plan Review- Drive-thru special permit for food ( ) Business Park Development District ( ) Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit ( ) Wetlands &Flood Hazard District Special Permit APPLICANT: PAUL FERRAGAMO PROJECI' NAME &ADDRESS: 405-427 HIGHLAND AVE. CONTACT PERSON: Arty. George Atkins, 978-744-0350 COMMENTS DUE:to Danielle McKnight by 11/19/09. (Failure to comment within 35 days shall be deemed lack of opposition) ( ) CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION(Explain on reverse side) ( ) CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) ( COMMENTS INCLUDED Reviewers Signature Title. Date PHONFe978.619.5685 E'a:a978,110AuIo4 V, X.S, t:M. ttil Page 1 of 1 Danielle McKnight From: George Atkins [gwa@RonanSegal.com] Sent: Thursday, December 17, 2009 3:51 PM To: Danielle McKnight Subject: Ferragamo Application to Planning Board Danielle: As we discussed, the Engineer for the above project met today for the first time with the peer reviewer and was requested to submit additional information for their next scheduled meeting on January 6th. In view of their scheduling and the holiday period I would suggest that this matter be continued to the meeting of January 21, 2010. George W. Atkins III Ronan, Segal & Harrington 59 Federal St. Salem, MA 01970 " Tel. 978-744-0350 x 107 Fax 978-744-7493 gwa@ronansegal.com ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- STATEMENT OF CONFIDENTIALITY This electronic message may contain privileged or confidential information. If you are not the intended recipient of this e-mail, please delete it from your system and advise the sender. t i 12/17/2009 Page 1 of 1 Danielle McKnight From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem)yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. littp://mar)s.google.com/maps? f--d&source=s d&saddr—Barnes+Cir&daddr=Barnes+Cir+to:Barnes+Cir&Keocode=FORtiA1dW -W'%3BFVJtiAldOa?F-w%3BFYBtiAldOKzF- w&lll=en&cora=cc&via=1&dirfl,=w&sll=42.495299,- 70.931594&sspn=0.000534,0.001216&ie=UTF8&t=h&z=20 12/17/2009 Page 1 of 1 Danielle McKnight From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem)yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. http://maps.google.com/mans? f=d&source=s d&saddt=Barnes+Cir&daddy—Barnes+Cir+to:Barnes+Cir&geocode=FORtiA1dW -W"/03BFVJtiA]dOa?F-w%3BFYBtiAldUKzF- w&h1-en&mra=cc&via=1&dirfl�=w&sll=42.495299,- 70.931594&ssDn=0.000534,0.001216&i e=U'I'F8&t=h&z=20 12/17/2009 Page 1 of 1 Danielle McKnight From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circ l n the south side of the Silva's , I would like to add my voice to the request for the fence. Although ourroperty line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem)yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. littLi://inaL)s.,00gle.com/maps? f d&source=s d&saddr=Barnes+Cir&daddr=Barnes+Cir+to:Barnes+Cir&<geocode=FQ2tiAid W -w443BP VJtiAldQazF-w%3 BFYBtiAJdOKzF- w&hl=en&cora-cc&via-1&dirfliZ--w&s11=42.495299,- 70.931594&ssun=0.000534,0.001216&ie=tJTFS&t=11&z=20 t 12/17/2009 Page 1 of 1 Danielle McKnight From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem) yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. littp://inaps.google.com/maps? f=d&source=s d&saddr=Barnes+Cir&daddt=Barnes+Cir+to:Barnes+Cir&geocode=FQ.RtiAldW -w%3BFVJtiA:ldQa?F-w%3BFYBtiAldQKzF- w&hl=-en&cora=cc&via=1&dirllg=w&s11=42.495299,- 70.931594&sspn=0.000534,0.001216&ie=UTF8&t h&z=20 12/17/2009 Page I of 1 Danielle McKnight From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem)yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. littp:/hnaps.gooQle.com/maps? f=d&source=s_d&saddr Barnes+Cir&dadd =Barnes+Cir+to:Barnes+Cir&geocode=FQRtiAIdW -w%3BFVJtiAldQaz.F-w%3.BFYBtiAldOKzF- w&hl==en&cora=cc&via-1&dirflg=w&sll--42.495299,- 70.931594&sspn=0.000534,0.001216&ie=U`LF8&t=h&z=20 12/17/2009 Page 1 of 1 Danielle McKnight :. From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem)yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. http://maps.google.com/naps? f=d&source=s_d&saddr=Barnes+Cir&daddi=Barnes+Cir+to:Barnes+Cir&eeocode=FRtiA7dW -WIiu3BFVJtiAldOa F-w%3BFYBtiAldOKzF- w&hl=en&mra==cc&via=1&dirfl,=w&sll=42 495299,- 70.931594&sspn=0.000534,0.001.216&ie=U'FF8&t=h&z=20 12/17/2009 Page 1 of 1 Danielle McKnight From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem) yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. littp://inaLis.eoogle.com/niaps'? eoogle.com/maps? f=d&source=s_d&saddt=Barnes+Cir&daddr=Barnes+Cir+to:Banies+Cir&aeocode=FQRti Ald W -w'%03 BF V J t i A IdQazF-w%3 BF YB t i A l d Q KzF- w&hl--en&cora=cc&via-=l&dirty,=w&sll=42 495299,- 70.931594&sspn=0.000534,0.001216&ie=U"CF8&t=h&z=20 12/17/2009 Page 1 of 1 Danielle McKnight From: Rick Bingham frickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem) yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. http://inaps.,,)oogle.com/niaps? f=d&source=s_d&saddc=Barnes+Cir&daddi=Barnes+Cir+to:Banies+Cir&geocode=FORti Al dW -w'%03BFVJtiA]dOa F-w%3BFYBtiAJdOKzF- w&h1=en&nira=ec&via=1&dirfl�l=w&sll=42.495299,- 70.931594&sspn=0.000534,0.001216&ie=UTF8&t=h&z=20 12/17/2009 Page 1 of 1 Danielle McKnight _ T� .,.a_ From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem)yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses , 20 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between Barnes Circe and Highland Ave. http://inaL)s.google.com/maps'? f=d&source=s_d&saddt=Banles+Cir&daddr=Barnes+Cir+to:Barnes+Cir&geocode-FORtiA1d W -w'%.3B IiVJtiA]dOazF-w%3 BFYBtiAldOKzF- w&hl=en&mra=cc&via=1&dirflg==w&sll=42.495299,- 70.931594&sspn=0.0005 34,0.001.216&i e=UTF8&t=h&z=20 12/17/2009 Page 1 of 1 Danielle McKnight From: Rick Bingham [rickbingham@comcast.net] Sent: Thursday, December 17, 2009 11:05 AM To: Danielle McKnight Cc: Wayne Silva Subject: Re: 405-419 Highland Avenue Dear Danielle, As another abutter, at 22 Barnes Circle on the south side of the Silva's , I would like to add my voice to the request for the fence. Although our property line is fairly short as an abutter, the Silva's yard and our own have been kept together without division and lend the impression of one very large (for Salem)yard. The tree's that Wayne mentions in his letter also shield our property from Highland and the noise and lights emanating from it, particularly in the spring, summer and fall. When & if construction starts and if many of those trees and shrubs are removed, the noise levels from both the road and the project itself will impinge greatly on the enjoyment of our rear deck and yard. We would like to be shielded from that as much as possible. Please consider this a second request from us for the same fencing and for the same reasons. I will not be able to attend this hearing either, due to another commitment, so I would appreciate it if you would pass on our concerns to the board prior to their voting on this project. Best regards, Rick Bingham Maureen Bingham 22 Barnes Circle Salem, MA 978-741-3006 Here are the locations of both houses°; 0 & 22 on Barnes Circle and the location of the adjacent property indicated by the trees behind between arnes Circe and Highland Ave. http://maps.gooele.com/maps? f=d&source=s d&saddr=Barnes+Cir&daddr=Banies+Cir+to:Barnes+Cir&,geocode=FQRtiAldl ' -W'ro3B[VJtiA.[dOazF-w%3BFYBtiAldOKzF- w&hl=en&cora=cc&via=1&dirflg= w&s11=42.495299,- 70.931594&sspn=0.000534,0.001216&i e=U'rF8&t=h&z=20 12/17/2009 r Danielle McKnight From: George Atkins [gwa@RonanSegal.com] Sent: Thursday, December 03, 2009 12:08 PM To: Danielle McKnight Subject: Planning Board Ferragamo Petition Danielle: Since the peer reviewer has not yet reviewed the project plans, please continue the hearing on this project to the next meeting of the Board on December 17th. George W. Atkins III Ronan, Segal & Harrington 59 Federal St. Salem, MA 01970 Tel. 978-744-0350 x 107 Fax 978-744-7493 gwa@ronansegal.com ------------------------------------------------------------------------ STATEMENT OF CONFIDENTIALITY This electronic message may contain privileged or confidential information. If you are not the intended recipient of this e-mail, please delete it from your system and advise the sender. No virus found in this incoming message. Checked by AVG - www.avg.com version: 8.5.426 / Virus Database: 270. 14 . 90/2540 - Release Date: 12/03/09 07 :32 : 00 1 Page 1 of 1 Danielle McKnight From: David Knowlton Sent: Monday, October 26, 2009 11:08 AM To: Danielle McKnight Subject: RE: planning board reviews Civil only for shallop, both for the others. Thanks david From: Danielle McKnight Sent: Monday, October 26, 2009 11:06 AM To: David Knowlton Subject: RE: planning board reviews Thanks—for civil engineering, traffic, or both, do you think? Danielle McKnight Staff Planner Department of Planning and Community Development City Hall Annex 120 Washington Street Salem, MA 01970 (978)619-5685 dmckniaht(a)salem.com From: David Knowlton Sent: Monday, October 26, 2009 10:28 AM To: Danielle McKnight Subject: planning board reviews Hi Danielle, I have done a preliminary review of the following and recommend peer review consultants be retained by the planning board to assist in the review process: 1 405-427 highland ave 2 Shallop landing, and 3 142 canal street(previously reviewed by nece) Thanks david David H Knowlton,P.E. Cary Engineer Cdtt of Salem,Masscac(rusetts L'0 Wo-<zingt:on Street,4th.Floor, Salem,ivfassachuse—s 01970 V:9787455)545 F:978.745.0.H9 cllmoa-(Cori salern.com 10/27/2009 CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/15/09 TO: SX) BUILDINGINSPECTOR ( ) CONSERVATION COMM ( ) CITY ENGINEER ( ) FIRE PREVENTION ( ) BOARD OF HEALTH Attached please find the application referenced below. The Planning Board requests that you review this application relative to Section VII of the Zoning Ordinance and/or to the Subdivision Regulations and MGL Chapter 41. We would appreciate your completing the form below and returning it to us. ( ) Preliminary Subdivision Plan ( x) Definitive Subdivision Plan O Cluster Development ( ) Planned Unit Development ( ) Site Plan Review— Drive-dim special permit for food ( ) Business Park Development District ( ) Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit ( ) Wetlands &Flood Hazard District Special Permit APPLICANT: PAUL FERRAGAMO PROJECT NAME &ADDRESS: 405-427 HIGHLAND AVE. CONTACI' PERSON: Arty. George Atkins,978-744-0350 COMMENTS DUE: to Danielle McKnight by 11/19/09. (Failure to comment within 35 days shall be deemed lack of opposition) ( CONCUR WITH PROPOSAL (Explain on reverse side) ( ) NEED MORE INFORMATION(Explain on reverse side) ( ) CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) (}() COMMENTS INCLUDED Reviewer's Signature Title Date 120 Ij' lt,KG-A)N S Tk_LT. SALEM, MASSA .H.S. 7S 01970 • PHONE 978.619.5685 5.aa 978,i 18.0404 k4t4 k&'AA EM,'-0M wG � � �}'✓0 2 c�/� JAI��.� 2� y w42�(r �pu�P pr {fir Lti �e �40Z7 q 1' D S I Ei CITY OF SALEM i PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/15/09 TO: ( ) BUILDING INSPECTOR CONSERVATION COMM ( ) CITY ENGINEER ( ) FIRE PREVENTION ( ) BOARD OF HEALTH Attached please find the application referenced below. The Planning Board requests that you review this application relative to Section VII of the Zoning Ordinance and/or to the Subdivision Regulations and MGL Chapter 41. We would appreciate your completing the form below and returning it to us. ( ) Preliminary Subdivision Plan ( x) Definitive Subdivision Plan ( ) Cluster Development ( ) Planned Unit Development ( ) Site Plan Review— Drive-thru special permit for food ( ) Business Park Development District ( ) Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit ( ) Wetlands &Flood Hazard District Special Permit APPLICANT: PAUL FERRAGAMO PROJECT NAME &ADDRESS: 405-427 HIGHLAND AVE. CONTACT PERSON: Arty. George Atkins,978-744-0350 COMMENTS DUE: to Danielle McKnight by 11/19/09. (Failure to comment within 35 days shall be deemed lack of opposition) ( ) CONCUR WITH PROPOSAL (Explain on reverse side) ( ) NEED MORE INFORMATION(Explain on reverse side) ( ) CANNOT CONCUR WITH PROPOSAL (E lain on reverse side) ( COMMENTS INCLUDED Crti cenr��o� `S delois Revie ig tre Title 120 S IR:_GT. SALEM, MASSACH S F:J:S 01970 • PHQNF.978.619.5685 1 x 97&7 0.0,',04 �\tj Cj1F� 15 � i� YV@ ilk �gw�Ml��5 5 ISd�C�79� . 54vr w� 4x owe s - vc- :YVIAe Olt)) � ck Alf,WZ ��/i�� Www"', CITY OF SALEM 2,1 t r ,. l' � tl ,�i,t PLANNING BOARD FORM C APPLICATION FOR TENTATIVE APPROVAL OF AMENDED %$'DEFINITIVE PLAN In accordance with the provisions of Section III-A of the Salem Subdivision Regulations the applicant must file,by delivery or registered mail, a notice with the City Clerk stating the date of the submission for such determination. The notice shall be attached to fifteen (15) copies of this Form C application. The notice and copies of the application must be "date stamped"by the City Clerk and then fifteen(15) copies of this Form C, with the Plan, filed with the Planning Board by the applicant. All notices and applications shall be typewritten or neatly printed in ink. Salem, Mass., April 28 20 11 To the Planning Board: Amended The Undersigned herewith submits the accompanyingADefinitive Plan of property located in the City of Salem for approval as a subdivision under the requirements of the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning Board in the City of Salem. 1.Name of Subdivider Paul Ferragamo Address 419 Highland Avenue, Salem, MA 01970 2. Name of Engineer or Surveyor Patrowicz Land Development Address 14 Brown Street, Salem, MA 01970 3. Deed of property recorded in Essex South Land Registration Office Registry, Book LAND COURT Page Certificates 66593 and 77122 4.Location and Description of Property: 405-419 Highland Avenue Salem consisting of one single family home and vacant land 5. All streets and abutting lot lines shall the Plan with the names and addresses of the abutting Owners. Pau erragamo Signature of Owner _ orge W. Atkins, Attorney in Fact Address Ronan e 1 & n ton, 59 Federal Street, Salem, MA 01970 Telephone Number 978-744-0350 A list of the names and addresses of the abutters of this subdivision is attached,which shall be attested to by the surveyor. Verification will be made by the Planning Board. C! Y lei NOTICE TO BE ATTACHED TO FORM"C"APPLICATIONS See Form "C" applications for complete instructions for filing. All insertions shall be typewritten or printed neatly in ink. Date: April 28, 2011 City Clerk Salem, Massachusetts 01970 Dear Sir/Madam: I hand you herewith sixteen (16) copies of Form C, an application submitted by me this day to the Planning Board of the City of Salem requesting a tentative approval, by the Planning Board, of aydefinitive plan filed with this application. amended The subdivision shown on the plan is tentatively designated as" "405-427 Highland Avenue" and is located on streets now and/or tentatively known as (insert streets and street or lot numbers) Lots 1 - 11 in Ward 3 Paul raga m Signature of Owner Street Address G or e s, Attorney in Fact City/Town and State 59 Federal Street, Salem, MA 01970 Telephone Number 978-744-0350 Abutters List 4401 # 7 # 400 Samuel Cruz Jorge D. Delvalle Olde Village Mall Realty Trust 401 Highland Avenue 7 Clark Street 190 Pleasant Street Salem, MA 01970 Salem, MA 01970 Marblehead, MA 01945 4403 45 it 396 Lane Christopher P. Henry W. Rutkowski Olde Village Mall Realty Trust 403 Highland Avenue 5 Clark Street 190 Pleasant Street Salem, MA 01970 Salem, MA 01970 Marblehead, MA 01945 # 12 # 3 # 392 The Bourque Nominee Trust Jeffrey P. Bachmann 392 Highland Ave Realty, LLC 12 Barnes Circle 3 Clark Street 15 Wyman Way Salem, MA 01970 Salem, MA 01970 Lynnfield, MA 01940 # 14 # 6 Tobia Delulis Robert A. Ridge 14 Barnes Circle 6 Clark Street Salem, MA 01970 Salem. MA 01970 416 #435 Damato Realty Trust Souran Acquisition Ltd Partners Panfilo Damato, Trustee 6467 Main Street 16 Barnes Circle Williamsville, NY 14221-585 Salem, MA 01970 # 429 # 18 Boston Street Realty, LLC Joseph W. Boudreau, Jr. 80 Boston Street 18 Barnes Circle Lynn, MA 01904 Salem, MA 01970 # 440-450 420 Rt 107 Salem Assoc Ltd Partners Wayne Silva 1330 Boylston Street, Ste 212 20 Barnes Circle Chestnut Hill, MA 02167 Salem, MA 01970 9402 422 Camp Lion of Lynn Mass, hic Richard A. Bingham, Jr. 73 North Common Street 22 Barnes Circle Lynn, MA 01902 Salem, MA 01970 CITY OF SALEM PLANNING BOARD 2019 FFEl22 A g: 01 February 22, 2010 c Ci Decision - 405-419 Highland Avenue Form C- Definitive Subdivision Paul Ferragamo 405-419 Highland Avenue Salem, MA 01970 Re: 405-419 Highland Avenue Subdivision On November 5, 2009, the Planning Board of the City of Salem(hereinafter referred to as the "Planning Board" or"the Board") opened a public hearing regarding the application of Paul Ferragamo (hereinafter referred to as the "Applicant" and/or"Owner") to allow the subdivision of the property at 405-419 Highland Avenue (Map 3, Lots 74, 75 and 76) and associated roadways and utilities. The subdivision contains eleven (11) residential lots. At the regularly scheduled Planning Board meeting on February 18, 2010 the public hearing was closed with the following Board members in attendance: Nadine Hanscom, Tim Ready, Chuck Puleo, Tim Kavanaugh, Christine Sullivan, Randy Clarke,Mark George and Helen Sides. Board voted by a vote of five (5) in favor(Hanscom, Ready, Puleo,Kavanaugh and Sullivan) and none (0) opposed (George, Clarke and Sides were not present at all meetings and were ineligible to vote), to approve the Form C Definitive Subdivision, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 8,titled, "Definitive Subdivision Plan for a site at#405-427 Highland Avenue, Salem,Mass.," prepared by Patrowicz Land Development Engineering, 14 Brown Street, Salem,MA 01970, dated October 13, 2009 and last revised November 16, 2009. 2. Endorsement of the Plans Following the statutory twenty(20) day appeal period,the Planning Board will endorse the original subdivision plans, subject to conditions of this decision, which shall be recorded at the South Essex Registry of Deeds. The applicant must submit the following for the Planning Board's approval prior to endorsement of the plans: a. A Covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. b. Acceptable form of grants of easements, if applicable. c. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the South Essex Registry of Deeds. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . TEL: 978.745.9595 FAX: 978.740.0404 0 WWW.SALEM.COM 3. Amendments Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the City Planner. Any waiver of conditions contained within this decision shall require the approval of the Planning Board. 4. Subdivision Regulations The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. 5. Transfer of Ownership Within five (5) days of transfer of ownership of the subdivision,the Owner shall notify the Board in writing of the new owner's name and address. This shall not include the sale of lots within the subdivision in the ordinary course of business, but only a sale of the entire subdivision. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 6. Security(Section I11(13)(5) of the Subdivision Regulations) Prior to the release of any lots for sale or building,the Planning Board shall require that an acceptable form of surety is posted along with a proposed schedule of releases. If partial release of surety is to be requested,the Planning Board may, at its discretion, require deposits to be broken down in amounts of anticipated requests for release. The applicant agrees to complete the required improvements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured by one and/or in part by the other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board: a. Endorsement of approval with covenant The Owner shall file a covenant,prior to endorsement by the Planning Board, executed and to be duly recorded with the Subdivision Plans by the owner of record, which instrument shall with the land, and shall state that such ways and services shown on the approved plans shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage deed; and/or b. Endorsement of approval with bonds, surety or tri-party agreement The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-party agreement in an amount determined by the Board to be sufficient to cover the cost of all or any one phase of the sub-division of the improvements. Surety, if filed or deposited, shall be approved as to form and manner of execution by the City Solicitor and, as to sureties by the City Treasurer, and shall be contingent on the construction of the roadway through binder course. The amount of the surety shall be reasonably determined by the City of Salem Engineering Department and shall include an additional 10% to cover the cost of inflation or maintenance for eighteen (18) months after completion of the phase and release of surety. The Owner may file a covenant to secure the construction of ways and services for the entire sub-division and said covenant maybe partially released for phases of the sub- 2 division by bond, surety or tri-party agreement being filed for any phase or phases of the subdivision by execution of a recordable instrument so stating by the Planning Board. c. Timeframe The construction of all ways and the installation of all required municipal services shall be completed within 18 months from the date of receipt of bond or surety by the Board or within two years of the date of approval of the Definitive Plan,whichever is earlier. Failure to do so shall automatically rescind approval, unless an extension is granted by the Planning Board. 7. Homeowner's Association a. A Draft Home Owners Association or Home Owner's Trust Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsibilities: i. Ownership and/or maintenance of the storm water management system, including all stormwater management BMPs, whether in a public or private way. The Homeowner's Association is to notify the City Engineer within thirty(30) days of each of the required bi-annual maintenance/cleanings of the stormwater management system Each maintenance is to occur at least five (5) months apart. ii. Ownership and/or maintenance of any walls or gates located in the subdivision that are not situated on the lots in the sub-division; iii. Responsibility for snow removal on the proposed new road on the submitted plans until such time as the street is accepted as a public way by City Council. b. The Cityof Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 8. Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Comrission. 9. Street Trees Prior to endorsement of the plans, revised plans will be submitted showing street trees that are 3 'h" caliper, planted 30'on center, as required by the Cityof Salem Subdivision Regulations. The species of street tree is to be determined by the City's Director of Public Services. 10. Lighting a. The Owner shall coordinate with the electric company and the City Electrician regarding the installation of street lighting within the Subdivision. b. The street lighting shall be the responsibility of the Owner until such time as the City accepts the streets. c. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of any building permits for the proposed dwelling units. 3 11. Water and Sewer a. The project is subject to reasonable mitigation recommended by the City Engineer relative to the capacity of the Ravenna Avenue sewer pump station to service the proposed homes. b. The applicant is to provide field verification (subject to approval by the City Engineer) that no virgin or over-blasted bedrock exists within two (2) feet of any proposed infiltration BMPs, prior to endorsement of the plans. c. Applicant is to submit additional information (subject to approval by the City Engineer) on the proposed driveway drain inlet and berm or raised sidewalk to be installed across driveways to ensure infiltration system will work as intended, prior to endorsement of the plans. d. Applicant is to provide field verification that the proposed infiltration BMPs are constructed as designed, prior to issuance of the first Certificate of Occupancy. e. Applicant is to provide field verification that the proposed 3-foot minimum limits of "over blasting" are constructed as designed prior to backfill. f. Construction of"on-lot" BMPs in accordance with design intent are to be verified prior to issuance of the first Certificate of Occupancy. g. The City will exercise the water gates in Highland Avenue, in the vicinity of the proposed connection to the subdivision. If they do not operate effectively, new gates maybe required at the location of the proposed connection, to provide effective emergency shut-off of the system and ensure the subdivision may still receive water if a portion of the City s system is shut down. The developer is to install the new gates on either side of the proposed tie-in, if requested by the City Engineer, prior to issuance of the fust Certificate of Occupancy. h. Applicant is to submit revised plans and associated profiles that meet the requirements of Section 9.8 of the MassDEP guidelines relative to sanitary sewer and drinking water separation,subject to approval by the City Engineer, prior to endorsement of the plans. i. Applicant is to revise the plans to show detention basin discharge piping (not discharge orifice) be increased in size to more closely match the 12-inch diameter of the piping entering the basin and the proposed route be revised to include straight reaches and/or cleanout structures. Revisions are subject to approval by the City Engineer and are to be done prior to endorsement of the plans. j. Applicant is to revise plan detail to show the addition of cleanout on the common sewer forcemain and the addition of trash hoods on the leaching basin manhole discharge pipes,subject to approval by the City Engineer, prior to endorsement of the plans. 12.Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner as affected by this decision. 13.Office of the City Engineer Thea applicant, his successors or assigns shall com 1 with all re tY n requirements of the C Engineer PP � g P Y 9 g 14.Fire Department All work shall comply with the requirements of the Salem Fire Department as affected by this decision. 4 15.Health Department All work shall comply with the general requirements of the Salem Health Department as affected by this decision. 16. Boatel of Health All requirements of the Board of Health shall be strictly adhered to, including the following conditions set forth in its decision of January 12, 2010: a) The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. b) If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. c) A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. d A copy of the Demolition Notice sent to the DEP,Form BWPAO6, must be sent to the Health Agent. e A radon remediation kit shall be installed and operational in each below rade P g dwelling unit. fl A radon test shall be conducted following installation and operation of the remediation kit. g) The developer shall adhere to a drainage plan as approved by the City Engineer. h) The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. i) The developer shall maintain the area free from rodents throughout construction. J) The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. k) The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. l) The Fire Department must approve the plan regarding access for fire fighting. m) Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. 5 n) The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. o) The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. p) The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. q) The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 17.Pre-Construction Conference Prior to the start of work on the approved subdivision, a pre-construction conference shall be scheduled with the City Planner, the City Engineer(or his designee), the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre-construction conference. 18. Construction Practices All construction shall be carred out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. The applicant shall abide by any and all applicable rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. 6 h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 19. Blasting The applicant or agent shall distribute the flyers titled, "Facts for Massachusetts Property Owners About Blasting" to all abutters within three hundred (300) feet of the blasting area. 20. Construction Traffic a. With the exception of off-site improvements required as part of this decision, all construction will occur on site; no construction will occur or be staged within City right of ways. Any deviation from this shall be approved by the Department of Planning &Community Development prior to construction. b. A construction traffic management plan and schedule shall be submitted to the Department of Planning &Community Development for review and approval prior to the start of construction. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 21.Progress Reports Upon the request of the Planning Board, the owner shall submit reports of the progress of the subdivision's completion. 22. Clerk of the Works The services of a consultant to serve as a Clerk of the Works shall be provided by the City, at the expense of the applicant,his successors or assigns as is deemed necessary bythe CityPlanner. 23. Utilities Any utility installation for housing lots shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. All utilities shall be installed underground. 24. As-built Plans & Street Acceptance Plans As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the Gty Engineer, prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. A completed tie card, a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial 7 i compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets; as well as, any subsequent requirements by the City Engineer. 25. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is cured within fourteen (14) days, or waived by a majority vote of the Planning Board. I certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Board. The decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the Owners Certificate of Title if Registered Land. The owner or applicant,his successors or assigns, g I shall pay the fee for recording or registering. Charles M. Puleo Chair 8 s °ON°T+>a CITY OF SALEM, MASSACHUSETTS BOARD OF APPEAL 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSETTS O1970 SNP' TELEPHONE: 978-745-9595 FAX: 978-740-9846 KIMBERLEY DRISCOLL MAYOR March 24, 2011 Decision City of Salem Zoning Board of Appeals Petition of PAUL FERRAGAMO seeking Variances from minimum lot area, minimum lot width/frontage, and minimum depth of front yard to allow for a proposed subdivision for eleven (11) single-family house lots at 405-427 Highland Avenue, Salem, MA (R-1 Zoning District). A public hearing on the above Petition was opened on March 16, 2011 pursuant to Mass General Law Ch. 40A, §§ 11. The meeting was closed on March 16, 2011 with the following Zoning Board of Appeals members present: Rebecca Curran, Elizabeth Debski, Richard Dionne, Bonnie Belair(alternate) and James Tsitsinos (alternate). Petitioner seeks variances pursuant to the Salem Zoning Ordinance, §4.1.1: Table of Dimensional Requirements. Statements of fact: 1. Attorney George Atkins presented the petition on behalf of the petitioner, who owns the property. 2. In a petition date-stamped December 22, 2010, the applicant requested variances from minimum lot area, minimum lot width/frontage, and minimum front yard depth. 3. The property, the site of a single-family home, currently has the address of 419 Highland Avenue. 405-427 Highland Avenue is the applicant's proposed street numbering after subdivision. 4. The Board of Appeals had granted relief for a similarIan on April P p 15, 2009. However, the Attorney Atkins stated that the Massachusetts Department of Transportation, which has jurisdiction over Route 107/Highland Avenue, would not approve the site entrance as previously configured, and so they are proposing a relocated site entrance. Attorney Atkins stated that this change caused the reconfiguration of the house lots, with minor changes in the relief needed. 2 5. At the hearing, two residents spoke in support of the project, both stating their preference for the reconfigured site driveway. No one spoke in opposition. 6. At its meeting on March 16, 2011, the Board of Appeal voted five (5) in favor and none (0) opposed to grant Variances from dimensional requirements to allow for the redevelopment of the site as proposed in the plan titled "ZBA Submittal: Subdivision Plan, Locus Plan for 11 Residential Lots for a site at #405-427 Highland Ave., Salem, Massachusetts," dated October 22, 2010, and prepared by Patrowicz Land Development Engineering and North Shore Survey Corporation. The Board of Appeal, after careful consideration of the evidence presented at the public hearing, and after thorough review of the plans and petition submitted, makes the following findings: 1. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. Board members expressed that they felt this was a well thought out project that could potentially increase property values in the.area. Additionally, they noted that changes from the previously approved plan were better for neighbors and that the new site driveway, including the proposed traffic light, were an improvement over the original plan. 2. The applicant may vary the terms of the Residential One-Family District to construct the proposed development, which is consistent with the intent and purpose of the City of Salem Zoning Ordinance. 3. In permitting such change, the Board of Appeals requires certain appropriate conditions and safeguards as noted below. On the basis of the above findings of fact and all evidence presented at the public hearing including, but not limited to, the Plans, Documents and testimony, the Zoning Board of Appeals concludes: 1. To allow for the redevelopment of the site as proposed, the requested q d Variances from dimensional requirements are granted. In consideration of the above, the Salem Board of Appeals voted, five (5) in favor (Curran, Debski, Belair, Tsitsinos and Dionne) and none (0) opposed, to grant petitioner's requests for Variances subject to the following terms, conditions, and safeguards: 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the Building Commissioner. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 3 4.. Petitioner shall obtain a building permit prior to beginning any construction. 5. A Certificate of Occupancy is to be obtained. 6. Petitioner shall obtain street numbering from the City of Salem Assessor's Office and shall display said numbers so as to be visible from the street. 7. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to the Planning Board. 1,6 Elizabeth Debskt, Salem Zoning Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING HOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days of filing of this decision in the office of the City Clerk. Pursuant to the Massachusetts General Laws Chapter 40A, Section 11, the variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk has been tiled with the Essex South Registry of Deeds. 9 R CITY OF SALEM PLANNING BOARD FFB 22 A 4: 01 February 22,2010 ' is if Y Decision - 405-419 Highland Avenue Form C- Definitive Subdivision Paul Ferragamo 405-419 Highland Avenue Salem, MA 01970 Re: 405-419 Highland Avenue Subdivision On November 5, 2009, the Planning Board of the City of Salem(hereinafter referred to as the "Planning Board" or"the Board") opened a public hearing regarding the application of Paul Ferragamo (hereinafter referred to as the "Applicant" and/or"Owner") to allow the subdivision of the property at 405-419 Highland Avenue (Map 3, Lots 74, 75 and 76) and associated roadways and utilities. The subdivision contains eleven (11) residential lots. At the regularly scheduled Planning Board meeting on February 18, 2010 the public hearing was closed with the following Board members in attendance: Nadine Hanscom, Tim Ready, Chuck Puleo, Tim Kavanaugh, Christine Sullivan, Randy Clarke,Mark George and Helen Sides. Board voted by a vote of five (5) in favor(Hanscom, Ready, Puleo, Kavanaugh and Sullivan) and none (0) opposed (George, Clarke and Sides were not present at all meetings and were ineligible to vote), to approve the Form C Definitive Subdivision, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 8, titled, "Definitive Subdivision Plan for a site at #405-427 Highland Avenue, Salem,Mass.," prepared by Patrowicz Land Development Engineering, 14 Brown Street, Salem,MA 01970, dated October 13, 2009 and last revised November 16, 2009. 2. Endorsement of the Plans Following the statutory twenty(20) day appeal period, the Planning Board will endorse the original subdivision plans, subject to conditions of this decision, which shall be recorded at the South Essex Registry of Deeds. The applicant must submit the following for the Planning Board's approval prior to endorsement of the plans: a. A Covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. b. Acceptable form of grants of easements, if applicable. c. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the South Essex Registry of Deeds. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 R TEL: 978.745.9595 FAX: 978.740.0404 • WWW.SALEM.COM 1 3. Amendments Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the City Planner. Any waiver of conditions contained within this decision shall require the approval of the Planning Board. 4. Subdivision Regulations The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. 5. Transfer ofOwnershie Within five (5) days of transfer of ownership of the subdivision, the Owner shall notify the Board in writing of the new owner's name and address. This shall not include the sale of lots within the subdivision in the ordinary course of business, but only a sale of the entire subdivision. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 6. Security (Section III(B)(5) of the Subdivision Regulations) Prior to the release of any lots for sale or building,the Planning Board shall require that an acceptable form of surety is posted along with a proposed schedule of releases. If partial release of surety is to be requested, the Planning Board may, at its discretion, require deposits to be broken down in amounts of anticipated requests for release. The applicant agrees to complete the required improvements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured byone and/or in part bythe other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board: a. Endorsement of approval with covenant The Owner shall file a covenant, prior to endorsement by the Planning Board, executed and to be duly recorded with the Subdivision Plans by the owner of record, which instrument shall with the land, and shall state that such ways and services shown on the approved plans shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage deed; and/or b. Endorsement of approval with bonds, surety or tri-party agreement The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-party agreement 'man amount determined by the Board to be sufficient to cover the cost of all or any one phase of the sub-division of the improvements. Surety, if filed or deposited, shall be approved as to form and manner of execution by the City Solicitor and, as to sureties by the City Treasurer, and shall be contingent on the construction of the roadway through binder course. The amount of the surety shall be reasonably determined by the City of Salem Engineering Department and shall include an additional 10% to cover the cost of inflation or maintenance for eighteen (18) months after completion of the phase and release of surety. The Owner may file a covenant to secure the construction of ways and services for the entire sub-division and said covenant may be partially released for phases of the sub- 2 division by bond, surety or tri-pang agreement being filed for any phase or phases of the subdivision by execution of a recordable instrument so stating by the Planning Board. c. Timeframe The construction of all ways and the installation of all required municipal services shall be completed within 18 months from the date of receipt of bond or surety by the Board or within two years of the date of approval of the Definitive Plan, whichever is earlier. Failure to do so shall automatically rescind approval, unless an extension is granted by the Planning Board. { 7. Homeowner's Association a. A Draft Home Owners Association or Home Owner's Trust Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsibilities: i. Ownership and/or maintenance of the storm water management system, including all stormwater management BWs, whether in a public or private way. The Homeowner's Association is to notify the City Engineer within thirty(30) days of each of the required bi-annual maintenance/cleanings of the stormwater management system. Each maintenance is to occur at least five (5) months apart. ii. Ownership and/or maintenance of any walls or gates located in the subdivision that are not situated on the lots in the sub-division; iii. Responsibility for snow removal on the proposed new road on the submitted plans until such time as the street is accepted as a public way by City Council. b. The City of Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 8. Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. 9. Street Trees Prior to endorsement of the plans, revised plans will be submitted showing street trees that are 3 1/z" caliper, planted 30' on center, as required by the City of Salem Subdivision Regulations. The species of street tree is to be determined by the City s Director of Public Services. 10. Lighting a. The Owner shall coordinate with the electric company and the City Electrician regarding the installation of street lighting within the Subdivision. b. The street lighting shall be the responsibility of the Owner until such time as the City accepts the streets. c. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of any building permits for the proposed dwelling units. 3 11. Water and Sewer a. The project is subject to reasonable mitigation recommended by the City Engineer relative to the capacity of the Ravenna Avenue sewer pump station to service the proposed homes. b. The applicant is to provide field verification (subject to approval by the City Engineer) that no virgin or over-blasted bedrock exists within two (2) feet of any proposed infiltration BMPs, prior to endorsement of the plans. c. Applicant is to submit additional information (subject to approval by the City Engineer) on the proposed driveway drain inlet and berm or raised sidewalk to be installed across driveways to ensure infiltration system will work as intended, prior to endorsement of the plans. d. Applicant is to provide field verification that the proposed infiltration BMPs are constructed as designed,prior to issuance of the first Certificate of Occupancy. e. Applicant is to provide field verification that the proposed 3-foot minimum limits of "over blasting" are constructed as designed prior to backfill. f. Construction of "on-lot" BMPs in accordance with design intent are to be verified prior to issuance of the first Certificate of Occupancy. g. The City will exercise the water gates in Highland Avenue, in the vicinity of the proposed connection to the subdivision. If they do not operate effectively, new gates may be required at the location of the proposed connection, to provide effective emergency shut-off of the system and ensure the subdivision may still receive water if a portion of the City's system is shut down. The developer is to install the new gates on either side of the proposed tie-in, if requested by the City Engineer, prior to issuance of the first Certificate of Occupancy. h. Applicant is to submit revised plans and associated profiles that meet the requirements of Section 9.8 of the MassDEP guidelines relative to sanitary sewer and drinking water separation, subject to approval by the City Engineer, prior to endorsement of the plans. i. Applicant is to revise the plans to show detention basin discharge piping (not discharge orifice) be increased in size to more closely match the 12-inch diameter of the piping entering the basin and the proposed route be revised to include straight reaches and/or cleanout structures. Revisions are subject to approval by the City Engineer and are to be done prior to endorsement of the plans. j. Applicant is to revise plan detail to show the addition of cleanout on the common sewer forcemain and the addition of trash hoods on the leaching basin manhole discharge pipes,subject to approval by the City Engineer, prior to endorsement of the plans.. 12.Offrce of the Building Commissioner All work shall complywith the requirements of the office of the Salem Building Commissioner as affected by this decision. 13.Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer 14.Fire Department All work shall comply with the requirements of the Salem Fire Department as affected by this decision. 4 15.Health Department All work shall comply with the general requirements of the Salem Health Department as affected by this decision. 16. Board of Health All requirements of the Board of Health shall be strictly adhered to, including the following conditions set forth in its decision of January 12, 2010: a) The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. b) If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. c) A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. d) A copy of the Demolition Notice sent to the DEP,Form BWPAO6, must be sent to the Health Agent. e) A radon remediation kit shall be installed and operational in each below grade dwelling unit. f) A radon test shall be conducted following installation and operation of the remediation kit. g) The developer shall adhere to a drainage plan as approved by the City-Engineer. h) The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. i) The developer shall maintain the area free from rodents throughout construction. j) The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. k) The developer shall submit to the Health Agent a written plan for containment and removal of debris,vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 1) The Fire Department must approve the plan regarding access for fire fighting. m) Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating,shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. 5 n) The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. o) The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. p) The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. q) The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 17.Pre-Cons truc tion Conference . Prior to the start of work on the approved subdivision, a pre-construction conference shall be scheduled with the City Planner, the City Engineer(or his designee), the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre-construction conference. 18. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blastine and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering,hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering,hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. The applicant shall abide by any and all applicable rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. 6 h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 19. Blasting The applicant or agent shall distribute the flyers titled, "Facts for Massachusetts Property Owners About Blasting" to all abutters within three hundred (300) feet of the blasting area. 20. Construction Traffic a. With the exception of off-site improvements required as part of this decision, all construction will occur on site; no construction will occur or be staged within Gty right of ways. Any deviation from this shall be approved by the Department of Planning &Community Development prior to construction. b. A construction traffic management plan and schedule shall be submitted to the Department of Planning &Community Development for review and approval prior to the start of construction. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 21.Progress Reports Upon the request of the Planning Board, the owner shall submit reports of the progress of the subdivision's completion. 22. Clerk of the Works The services of a consultant to serve as a Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns as is deemed necessary bythe GtyPlanner. 23. Utilities Any utility installation for housing lots shall be reviewed and approved by the Cry Engineer prior to the issuance of a Building Permit. All utilities shall be installed underground. 24. As-built Plans & Street Acceptance Plans As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. The As-Built plans shall be submitted to the Cry Engineer in electronic file format suitable for the Gty s use and approved by the City Engineer, prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. A completed tie card, a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial 7 compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets; as well as, any subsequent requirements by the City Engineer. 25. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is cured within fourteen (14) days, or waived by a majority vote of the Planning Board. I certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Board. The decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the Owners Certificate of Title if Registered Land. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. 14- -"113-11BIM Charles M. Puleo Chair 8 CITY OF SALEM 241 SFR 28 P ;: 01 PLANNING BOARD FORM C APPLICATION FOR TENTATIVE APPROVAL OF AMENDED XOR'DEFINITIVE PLAN In accordance with the provisions of Section III-A of the Salem Subdivision Regulations the applicant must file,by delivery or registered mail, a notice with the City Clerk stating the date of the submission for such determination. The notice shall be attached to fifteen (15) copies of this Form C application. The notice and copies of the application must be"date stamped" by the City Clerk and then fifteen(15) copies of this Form C,with the Plan, filed with the Planning Board by the applicant. All notices and applications shall be typewritten or neatly printed in ink. Salem, Mass., April 28 20 11 To the Planning Board: Amended The Undersigned herewith submits the accompanyingADefinitive Plan of property located in the City of Salem for approval as a subdivision under the requirements of the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning Board in the City of Salem. 1.Naive of Subdivider Paul Ferraqamo Address 419 Hiqhland Avenue, Salem, MA 01970 2.Name of Engineer or Surveyor Patrowicz Land Development Address 14 Brown Street, Salem, MA 01970 3. Deed of property recorded in Essex South Land Registration Office Registry, Book LAND COURT Page Certificates 66593 and 77122 4.Location and Description of Property: 405-419 Highland Avenue Salem. consisting of one single family home and vacant land 5. All streets and abutting lot lines shall re r the Plan with the names and addresses of the abutting Owners. Pau erragamo Signature of Owner - eorKe W. Atkins, Attorney in Fact Address Ronan ZeR11 & in ton, 59 Federal Street, Salem, MA 01970 Telephone Number 978-744-0350 A list of the names and addresses of the abutters of this subdivision is attached,which shall be attested to by the surveyor. Verification will be made by the Planning Board. ii NOTICE TO BE ATTACHED TO FORM"C"APPLICATIONS See Form "C" applications for complete instructions for filing. All insertions shall be typewritten or printed neatly in ink. Date: April 28, 2011 City Clerk Salem, Massachusetts 01970 Dear Sir/Madam: I hand you herewith sixteen(16) copies of Form C, an application submitted by me this day to the Planning Board of the City of Salem requesting a tentative approval, by the Planning Board, of adefinitive plan filed with this application. amended The subdivision shown on the plan is tentatively designated as " "405-427 Highland Avenue" and is located on streets now and/or tentatively known as (insert streets and street or lot numbers) Lots 1 - 11 in Ward 3 Pau lragam Signature of Owner _ Street Address G or e -s Attorney in Fact City/Town and State 59 Federal Street, Salem, MA 01970 Telephone Number 978-744-0350 Abutters List 9401 # 7 4400 Samuel Cruz Jorge D. Delvalle Olde Village Mall Realty Trust 401 Highland Avenue 7 Clark Street 190 Pleasant Street Salem MA 01970 Salem MA 01 > 970 Marblehead, MA 01945 # 403 # 5 # 396 Lane Christopher P. Henry W. Rutkowski Olde Village Mall Realty Trust 403 Highland Avenue 5 Clark Street 190 Pleasant Street Salem, MA 01970 Salem, MA 01970 Marblehead, MA 01945 # 12 # 3 # 392 The Bourque Nominee Trust Jeffrey P. Bachmann 392 Highland Ave Realty, LLC 12 Barnes Circle 3 Clark Street 15 Wyman Way Salem, MA 01970 Salem, MA 01970 Lynnfield, MA 01940 # 14 # 6 Tobia Delulis Robert A. Ridge 14 Barnes Circle 6 Clark Street Salem, MA 01970 Salem. MA 01970 416 # 435 Damato Realty Trust Souran Acquisition Ltd Partners Panfilo Damato, Trustee 6467 Main Street 16 Barnes Circle Williamsville, NY 14221-585 Salem, MA 01970 # 429 # 18 Boston Street Realty, LLC Joseph W. Boudreau, Jr. 80 Boston Street 18 Barnes Circle Lynn, MA 01904 Salem, MA 01970 # 440-450 # 20 Rt 107 Salem Assoc Ltd Partners Wayne Silva 1330 Boylston Street, Ste 212 20 Barnes Circle Chestnut Hill, MA 02167 Salem, MA 01970 # 402 422 Camp Lion of Lynn Mass, hrc Richard A. Bingham, Jr. 73 North Common Street 22 Barnes Circle Lynn, MA 01902 Salem, MA 01970 y °0�°1Tggo CITY OF SALEM, MASSACHUSETTS rc BOARD OF APPEAL 120 WASHINGTON STREET, 3RD FLOOR „� SALEM, MASSACHUSETTS 01 970 . Gn �N TELEPHONE: 978-745-9595 KIMBERLEY DRISCOLL FAX: 978-740-9846 MAYOR V;. March 24, 2011 Decision City of Salem Zoning Board of Appeals Petition of PAUL FERRAGAMO seeking Variances from minimum lot area, minimum lot width/frontage, and minimum depth of front yard to allow for a proposed subdivision for eleven (11) single-family house lots at 405-427 Highland Avenue, Salem, MA (R-1 Zoning District). A public hearing on the above Petition was opened on March 16, 2011 pursuant to Mass General Law Ch. 40A, §§ 11. The meeting was closed on March 16, 2011 with the following Zoning Board of Appeals members present: Rebecca Curran, Elizabeth Debski, Richard Dionne, Bonnie Belair (alternate) and James Tsitsinos (alternate). Petitioner seeks variances pursuant to the Salem Zoning Ordinance, §4.1 1: Table of Dimensional Requirements. Statements of fact: 1. Attorney George Atkins presented the petition on behalf of the petitioner, who owns the property. 2. In a petition date-stamped December 22, 2010, the applicant requested variances from minimum lot area minimum lot width/frontage, and minimum front yard depth. 3. The property, the site of a Y single-family home current( y has the address of 419 Highland Avenue. 405-427 Highland Avenue is the os applicant's proposed numbering after subdivision. P P P ed street 4. The Board of Appeals had granted relief for a similar plan on April 15, 2009. However, the Attorney Atkins stated that the Massachusetts Department of Transportation, which has jurisdiction over Route 107/Highland Avenue, would not approve the site entrance as previously configured, and so they are proposing a relocated site entrance. Attorney Atkins stated that this change caused the reconfiguration of the house Tots, with minor changes in the relief needed. 2 5. At the hearing, two residents spoke in support of the project, both stating their preference for the reconfigured site driveway. No one spoke in opposition. 6. At its meeting on March 16, 2011, the Board of Appeal voted five (5) in favor and none (0) opposed to grant Variances from dimensional requirements to allow for the redevelopment of the site as proposed in the plan titled "ZBA Submittal: Subdivision Plan, Locus Plan for I 1 Residential Lots for a site at #405-427 Highland Ave., Salem, Massachusetts," dated October 22, 2010, and prepared by Patrowicz Land Development Engineering and North Shore Survey Corporation. The Board of Appeal, after careful consideration of the evidence presented at the public hearing, and after thorough review of the plans and petition submitted, makes the following findings: 1. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. Board members expressed that they felt this was a well thought out project that could potentially increase property values in the area. Additionally, they noted that changes from the previously approved plan were better for neighbors and that the new site driveway, including the proposed traffic light, were an improvement over the original plan. 2. The applicant may vary the terms of the Residential One-Family District to construct the proposed development, which is consistent with the intent and purpose of the City of Salem Zoning Ordinance. 3. In permitting such change, the Board of Appeals requires certain appropriate conditions and safeguards as noted below. On the basis of the above findings of fact and all evidence presented.at the public hearing including, but not limited to, the Plans, Documents and testimony, the Zoning Board of Appeals concludes: I. To allow for the redevelopment of the site as proposed, the requested Variances from dimensional requirements are granted. In consideration of the above, the Salem Board of Appeals voted, five (5) in favor (Curran, Debski, Belair, Tsitsinos and Dionne) and none (0) opposed, to grant petitioner's requests for Variances subject to the following terms, conditions, and safeguards: I. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the Building Commissioner. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 3 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. A Certificate of Occupancy is to be obtained. 6. Petitioner shall obtain street numbering from the City of Salem Assessor's Office and shall display said numbers so as to be visible from the street. 7. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to the Planning Board. /A9a Elizabeth Debskt, Salem Zoning Board of Appeals A(OPY OF THIS DECISION HAS 13EEN FILED WITH THE PLANNING BOARD AND"rHE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days of filing of this decision in the office of the City Clerk. Pursuant to the Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk has been tiled with the Essex South Registry of Deeds. q 4 CITY OF SALEM PLANNING BOARD FEB2010 22 A °: 01 February 22, 2010 CITY Decision- 405-419 Highland Avenue Form C- Definitive Subdivision Paul Ferragamo 405-419 Highland Avenue Salem, MA 01970 Re: 405-419 Highland Avenue Subdivision On November 5, 2009, the Planning Board of the City of Salem(hereinafter referred to as the "Planning Board" or"the Board") opened a public hearing regarding the application of Paul Ferragamo (hereinafter referred to as the "Applicant" and/or"Owner") to allow the subdivision of the property at 405-419 Highland Avenue (Map 3, Lots 74, 75 and 76) and associated roadways and utilities. The subdivision contains eleven (11) residential lots. At the regularly scheduled Planning Board meeting on February 18, 2010 the public hearing was closed with the following Board members in attendance: Nadine Hanscom, Tim Ready, Chuck Puleo, Tim Kavanaugh, Christine Sullivan, Randy Clarke,Mark George and Helen Sides. Board voted by a vote of five (5) in favor(Hanscom, Ready, Puleo,Kavanaugh and Sullivan) and none (0) opposed (George, Clarke and Sides were not present at all meetings and were ineligible to vote), to approve the Form C-Definitive Subdivision, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 8,titled, "Definitive Subdivision Plan for a site at#405-427 Highland Avenue, Salem,Mass.," prepared by Patrowicz Land Development Engineering, 14 Brown Street, Salem,MA 01970, dated October 13, 2009 and last revised November 16, 2009. 2. Endorsement of the Plans Following the statutorytwenty(20) day appeal period,the Planning Board will endorse the original subdivision plans, subject to conditions of this decision, which shall be recorded at the South Essex Registry of Deeds. The applicant must submit the following for the Planning Board's approval prior to endorsement of the plans: a. A Covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. b. Acceptable form of grants of easements, if applicable. c. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the South Essex Registry of Deeds. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM 3. Amendments Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the Cry Planner. Any waiver of conditions contained within this decision shall require the approval of the Planning Board. 4. Subdivision Regulations The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. 5. Transfer of Ownership Within five (5) days of transfer of ownership of the subdivision, the Owner shall notify the Board in writing of the new owner's name and address. This shall not include the sale of lots within the subdivision in the ordinary course of business, but only a sale of the entire subdivision. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 6. Security(Section III(B)(5) of the Subdivision Regulations) Prior to the release of any lots for sale or building, the Planning Board shall require that an acceptable form of surety is posted along with a proposed schedule of releases. If partial release of surety is to be requested,the Planning Board may, at its discretion, require deposits to be broken down in amounts of anticipated requests for release. The applicant agrees to complete the required improvements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured by one and/or in part by the other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board: a. Endorsement of approval with covenant The Owner shall file a covenant,prior to endorsement by the Planning Board, executed and to be duly recorded with the Subdivision Plans by the owner of record, which instrument shall with the land, and shall state that such ways and services shown on the approved plans shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage deed; and/or b. Endorsement of approval with bonds, surety or tri-party agreement The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-party agreement in an amount determined by the Board to be sufficient to cover the cost of all or anyone phase of the sub-division of the improvements. Surety, if filed or deposited, shall be approved as to form and manner of execution by the City Solicitor and, as to sureties by the City Treasurer, and shall be contingent on the construction of the roadway through binder course. The amount of the surety shall be reasonably determined by the City of Salem Engineering Department and shall include an additional 10% to cover the cost of inflation or maintenance for eighteen (18) months after completion of the phase and release of surety. The Owner may file a covenant to secure the construction of ways and services for the entire sub-division and said covenant maybe partially released for phases of the sub- 2 l division by bond,surety or tri-party agreement being filed for any phase or phases of the subdivision by execution of a recordable instrument so stating by the Planning Board. c. Timeframe The construction of all ways and the installation of all required municipal services shall be completed within 18 months from the date of receipt of bond or surety by the Board or within two years of the date of approval of the Definitive Plan, whichever is earlier. Failure to do so shall automatically rescind approval, unless an extension is granted by the Planning Board. 7. Homeowner's Association a. A Draft Home Owners Association or Home Owner's Trust Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsibilities: i. Ownership and/or maintenance of the storm water management system, including all stormwater management BWs, whether in a public or private way. The Homeowner's Association is to notify the City Engineer within thirty(30) days of each of the required bi-annual maintenance/cleanings of the stormwater management system. Each maintenance is to occur at least five (5) months apart. ii. Ownership and/or maintenance of any walls or gates located in the subdivision that are not situated on the lots in the sub-division; iii. Responsibility for snow removal on the proposed new road on the submitted plans until such time as the street is accepted as a public way by City Council. b. The Cityof Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 8. Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. 9. StreetTrees Prior to endorsement of the plans, revised plans will be submitted showing street trees that are 3 1/2 caliper, planted 30' on center, as required by the City of Salem Subdivision Regulations. The species of street tree is to be determined by the City's Director of Public Services. 10. Lighting a. The Owner shall coordinate with the electric company and the City Electrician regarding the installation of street lighting within the Subdivision. b. The street lighting shall be the responsibility of the Owner until such time as the City accepts the streets. c. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of any building permits for the proposed dwelling units. 3 11. Water and Sewer a. The project is subject to reasonable mitigation recommended by the City Engineer relative to the capacity of the Ravenna Avenue sewer pump station to service the proposed homes. b. The applicant is to provide field verification (subject to approval by the City Engineer) that no virgin or over-blasted bedrock exists within two (2) feet of any proposed infiltration BMPs,prior to endorsement of the plans. c. Applicant is to submit additional information (subject to approval by the City Engineer) on the proposed driveway drain inlet and berm or raised sidewalk to be installed across driveways to ensure infiltration system will work as intended,prior to endorsement of the plans. d. Applicant is to provide field verification that the proposed infiltration BMPs are constructed as designed,prior to issuance of the first Certificate of Occupancy. e. Applicant is to provide field verification that the proposed 3-foot minimum limits of "over blasting" are constructed as designed prior to backfill. f. Construction of "on-lot" BMPs in accordance with design intent are to be verified prior to issuance of the first Certificate of Occupancy. anc P P Y g. The City will exercise the water gates in Highland Avenue, in the vicinity of the proposed connection to the subdivision. If they do not operate effectively, new gates may be required at the location of the proposed connection,to provide effective emergency shut-off of the system and ensure the subdivision may still receive water if a portion of the City's system is shut down. The developer is to install the new gates on either side of the proposed tie-in, if requested by the City Engineer,prior to issuance of the first Certificate of Occupancy. h. Applicant is to submit revised plans and associated profiles that meet the requirements of Section 9.8 of the MassDEP guidelines relative to sanitary sewer and drinking water separation,subject to approval by the City Engineer,prior to endorsement of the plans. i. Applicant is to revise the plans to show detention basin discharge piping (not discharge orifice) be increased in size to more closely match the 12-inch diameter of the piping entering the basin and the proposed route be revised to include straight reaches and/or cleanout structures. Revisions are subject to approval bythe City Engineer and are to be done prior to endorsement of the plans. j. Applicant is to revise plan detail to show the addition of cleanout on the common sewer forcemain and the addition of trash hoods on the leaching basin manhole discharge pipes,subject to approval by the City Engineer, prior to endorsement of the plans.. 12.Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner as affected bythis decision. 13.Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer 14.Fire Department All work shall comply with the requirements of the Salem Fire Department as affected by this decision. 4 15.Health Department All work shall comply with the general requirements of the Salem Health Department as affected by this decision. 16. Board of Health All requirements of the Board of Health shall be strictly adhered to, including the following conditions set forth in its decision of January 12, 2010: a) The individual presenting the plan to the Board of Health must notify the Health Agent of the name,address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. b) If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. c) A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. d) A copy of the Demolition Notice sent to the DEP,Form B WPAO6, must be sent to the Health Agent. e) A radon remediation kit shall be installed and operational in each below grade dwelling unit. f) A radon test shall be conducted following installation and operation of the remediation kit. g) The developer shall adhere to a drainage plan as approved by the City Engineer. h) The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. i) The developer shall maintain the area free from rodents throughout construction. j) The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. k) The developer shall submit to the Health Agent a written plan for containment and removal of debris,vegetative waste, and unacceptable excavation material generated during demolition and/or construction. l) The Fire Department must approve the plan regarding access for fire fighting. m) Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating,shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. 5 n) The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. o) The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. p) The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. q) The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 17.Pre-Construction Conference . Prior to the start of work on the approved subdivision, a pre-construction conference shall be scheduled with the City Planner, the City Engineer(or his designee), the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre-construction conference. 18. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a fortnal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering,hydraulic blasting, or pile driving on Saturdays,Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. The applicant shall abide by any and all applicable rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. 6 h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 19. Blasting The applicant or agent shall distribute the flyers titled, "Facts for Massachusetts Property Owners About Blasting" to all abutters within three hundred (300) feet of the blasting area. 20. Construction Traffic a. With the exception of off-site improvements required as part of this decision, all construction will occur on site; no construction will occur or be staged within City right of ways. Any deviation from this shall be approved by the Department of Planning &Community Development prior to construction. b. A construction traffic management plan and schedule shall be submitted to the Department of Planning &Community Development for review and approval prior to the start of construction. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 21.Progress Reports Upon the request of the Planning Board, the owner shall submit reports of the progress of the subdivision's completion. 22. Clerk of the Works The services of a consultant to serve as a Clerk of the Works shall be provided by the City, at the expense of the applicant,his successors or assigns as is deemed necessary by the CityPlanner. 23. Utilities Any utility installation for housing lots shall be reviewed and approved by the CityEngineer prior to the issuance of a Building Permit. All utilities shall be installed underground. 24. As-built Plans & Street Acceptance Plans As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer,shall be subnuued to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of anystreets. A completed tie card, a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial 7 compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets; as well as, any subsequent requirements by the City Engineer. 25. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is cured within fourteen (14) days, or waived by majority vote of the Planning Board. I certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Board. The decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of recons or is recorded on the Owners Certificate of Title if Registered Land. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. C�� -P,"-�/MA Charles M. Puleo Chair 8 R T OONDII .0 CITY OF SALEM, MASSACHUSETTS i BOARD OF APPEAL 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSETTS 01 970 �C/MixeoDN-e3 TELEPHONE: 978-745-9595 KIMBERLEY DRISCOLL FAX: 978-740-9846 MAYOR frit �•' ?CI n March 24, 2011 Decision City of Salem Zoning Board of Appeals Petition of PAUL FERRAGAMO seeking Variances from minimum lot area, minimum lot width/frontage, and minimum depth of front yard to allow for a proposed subdivision for eleven (11) single-family house lots at 405-427 Highland Avenue, Salem, MA (R-1 Zoning District). A public hearing on the above Petition was opened on March 16, 2011ursuant to Mass ss General Law Ch. 40A, §§ 11. The meeting was closed on March 16, 2011 with the following Zoning Board of Appeals members present: Rebecca Curran, Elizabeth Debski, Richard Dionne, Bonnie Belair(alternate) and James Tsitsinos (alternate). Petitioner seeks variances pursuant to the Salem Zoning Ordinance, §4.1.1: Table of Dimensional Requirements. Statements of fact: 1. Attorney George Atkins presented the petition on behalf of the petitioner, who owns the property. 2. 1n a petition date-stamped December 22, 2010, the applicant requested variances from minimum lot area, minimum lot width/frontage, and minimum front yard depth. 3. The property, the site of a single-family home, currently has the address of 419 Highland Avenue. 405-427 Highland Avenue is the applicant's proposed street numbering after subdivision. 4. The Board of Appeals had granted relief for a similar plan on April 15, 2009. However, the Attorney Atkins stated that the Massachusetts Department of Transportation, which hasjurisdiction over Route 107/Highland Avenue, would not approve the site entrance as previously configured, and so they are proposing a relocated site entrance. Attorney Atkins stated that this change caused the reconfi °ration of the house lots, with minor changes the house lots, with minor chan ges in the relief needed. r: 2 5. At the hearing, two residents spoke in support of the project, both stating their preference for the reconfigured site driveway. No one spoke in opposition. 6. At its meeting on March 16, 2011, the Board of Appeal voted five (5) in favor and none (0) opposed to grant Variances from dimensional requirements to allow for the redevelopment of the site as proposed in the plan titled "ZBA Submittal: Subdivision Plan, Locus Plan for 11 Residential Lots for a site at #405-427 Highland Ave., Salem, Massachusetts,"dated October 22, 2010, and prepared by Patrowicz Land Development Engineering and North Shore Survey Corporation. The Board of Appeal, after careful consideration of the evidence presented at the public hearing, and after thorough review of the plans and petition submitted, makes the following findings: 1. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. Board members expressed that they felt this was a well thought out project that could potentially increase property values in the.area. Additionally, they noted that changes from the previously approved plan were better for neighbors and that the new site driveway, including the proposed traffic light, were an improvement over the original plan. 2. The applicant may vary the terms of the Residential One-Family District to construct the proposed development, which is consistent with the intent and purpose of the City of Salem Zoning Ordinance. 3. In permitting such change, the Board of Appeals requires certain appropriate conditions and safeguards as noted below. On the basis of the above findings of fact and all evidence presented at the public hearing including, but not limited to, the Plans, Documents and testimony, the Zoning Board of Appeals concludes: 1. To allow for the redevelopment of the site as proposed, the requested Variances from dimensional requirements are granted. In consideration of the above, the Salem Board of Appeals voted, five (5) in favor (Curran, Debski, Belair, Tsitsinos and Dionne) and none (0) opposed, to grant petitioner's requests for Variances subject to the following terms, conditions, and safeguards: 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the Building Commissioner. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. L r 3 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. A Certificate of Occupancy is to be obtained. 6. Petitioner shall obtain street numbering from the City of Salem Assessor's Office and shall display said numbers so as to be visible from the street. 7. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to the Planning Board. Elizabeth Debskt, Salem Zoning Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND T1 IF CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A,and shall be filed within 20 days of filing of this decision in the office of the City Clerk. Pursuant to the Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk has been tiled with the Essex South Registry of Deeds. Application R X., CITY OF SALEM (1kPLANNING BOARD 1009 OCT I5 P 3: 2b F11 lLE 4 FORM C CITY CLERK, SALEM, MASS. APPLICATION FOR TENTATIVE APPROVAL OF DEFINITIVE PLAN In accordance with the provisions of Section III-A of the Salem Subdivision Regulations the applicant must file,by delivery or registered mail, a notice with the City Clerk stating the date of the submission for such determination. The notice shall be attached to fifteen (15) copies of this Form C application. The notice and copies of the application must be"date stamped"by the City Clerk and then fifteen(15)copies of this Form C,with the Plan, filed with the Planning Board by the applicant. All notices and applications shall be typewritten or neatly printed in ink. Salem, Mass., October 15 2o69 To the Planning Board: The Undersigned herewith submits the accompanying Definitive Plan of property located in the City of Salem for approval as a subdivision under the requirements of the Subdivision Control Law aw and the Rules and Regulations Governing the Subdivision of Land of the Planning Board in the City of Salem. 1. Name of Subdivider Paul Ferragamo Address 419 Highland Avenue, Salem, MA 01970 2.Name of Engineer or Surveyor Patrowicz Land Development Address 14 Brown Street, Salem, MA 01970 3.Deed of property recorded in Essex South Land Registration Office Registry, XYDM Land Court IMM&erfificates 66593 and 77122 4. Location and Description of Property:_ 405-419 Hiahland Avenue Salem consisting of one single familv home and vacant land 5.All streets and abutting lot lines shall be shown on the Plan with the names and addresses of the abutting Owners. Paul Ferragamo Signature of Owner BY: George W. Atkins, Attorney in Fact Address 59 Federal Street, Salem, MA Telephone Number 978-744-0350 A list of the names and addresses of the abutters of this subdivision is attached,which shall be attested to by the surveyor. Verification will be made by the Planning Board. NOTICE TO BE ATTACHED TO 2009 OCT 15 P 3: 2b FORM"C" APPLICATIONS FILE i; See Form"C" applications for CITY CLchli, C:4LEPL M+SS. complete instructions for Sling. All insertions shall be typewritten or printed neatly in ink. Date: October 15, 2009 City Clerk Salem, Massachusetts 01970 Dear Sir/Madam: I hand you herewith sixteen(16) copies of Form C, an application submitted by me this day to the Planning Board of the City of Salem requesting a tentative approval, by the Planning Board, of a definitive plan filed with this application. The subdivision shown on the plan is tentatively designated as " 405-427 Highland Avenue and is located on streets now and/or tentatively known as (insert streets and street or lot numbers) Lots 1 - 11 in Ward 3 Pau erragamo Signature of Owner Street Address Ge . Atkins, Attorney in Fact City/Town and State 59 Federal Street, Salem, MA Telephone Number 978-744-0350 ` Abutters List # 401 # 7 # 400 Samuel Cruz Jorge D. Delvalle Olde Village Mall Realty Trust 401 Highland Avenue 7 Clark Street 190 Pleasant Street Salem, MA 01970 Salem, MA 01970 Marblehead, MA 01945 #403 # 5 # 396 Lane Christopher P. Henry W. Rutkowski Olde Village Mall Realty Trust 403 Highland Avenue 5 Clark Street 190 Pleasant Street Salem, MA 01970 Salem, MA 01970 Marblehead, MA 01945 # 12 # 3 4392 The Bourque Nominee Trust Jeffrey P. Bachmann 392 Highland Ave Realty, LLC 12 Barnes Circle 3 Clark Street 15 Wyman Way Salem, MA 01970 Salem,MA 01970 Lynnfield, MA 01940 # 14 #6 Tobia Delulis Robert A. Ridge 14 Barnes Circle 6 Clark Street Salem, MA 01970 Salem. MA 01970 # 16 #435 Damato Realty Trust Souran Acquisition Ltd Partners Panfilo Damato, Trustee 6467 Main Street 16 Barnes Circle Williamsville,NY 14221-585 Salem, MA 01970 #429 # 18 Boston Street Realty, LLC Joseph W. Boudreau, Jr. 80 Boston Street 18 Barnes Circle Lynn, MA 01904 Salem, MA 01970 # 440-450 # 20 Rt 107 Salem Assoc Ltd Partners Wayne Silva 1330 Boylston Street, Ste 212 20 Barnes Circle Chestnut Hill, MA 02167 Salem, MA 01970 #402 #22 Camp Lion of Lynn Mass, Inc Richard A. Bingham, Jr. 73 North Common Street 22 Bames Circle Lynn, MA 01902 Salem, MA 01970 City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete form and make two copies. Date Received Amount Received Form of Payment ❑ Check ❑ Cash Client Information CASH PAYMENTS: client initials ❑ Sign Permit Application Fee ❑ Conservation Commission Fee Payment received for what ❑ Planning Board Fee/ ZBA service? ❑ SRA/DRB Fee ❑ Old Town Hall Rental Fee ❑ Other: Copies Name of staff person receiving payment Additional Notes Place Check Here When Photocopying Form Original Check and Form: DPCD Finance Copy 1: Client Copy 2: Application File ENVIRONMENTAL IMPACT STATEMENT SALEM SUBDIVISION RULES AND REGULATIONS APPENDIX A NATURAL ENVIRONMENT 1. AIR The proposed construction for the redevelopment of this 2.5-acre site will cause temporary dust. There are no long-term sources of odors, smoke or dust expected. Vehicular traffic, including site deliveries is expected to generate typical automobile emissions associated with activities in a commercial zone. During construction, the contractor will control the dust with available dust control mitigative measures such as covering piles with protective coverings. Water will be sprayed to render particulates to heavy to become airborne. The contractor will remove construction debris when it is generated. Dumpsters will be frequently emptied. Dumpsters will be covered (except during times of intensive use). No burning of construction debris will be allowed on-site. The site is located at the intersectionf o Highland Avenue (Route 107) and Clark Street where there are multiple businesses, restaurants and a Dunkin Donuts. Prevailing wind patterns are likely to be along the Highland Avenue corridor. Dust control during construction will be implemented. 2. LAND The site currently contains a single-family house and 2+ acres of ledge and steep slopes on a busy highway. The general pattern of drainage will remain as water flows towards the existing catch basins in Highland Avenue. Stormwater management will consist of retainage areas with crushed stone beds. The proposed project is to demolish the existing single-family house and construct 11 single family homes. Approximately 2.2-acres of the 2.5 will be utilized. Approximately 0.3 acres will remain as buffer to the abutting Barnes Street neighborhood. The proposed grades for the site will be altered to allow for the subdivision road and house lots with retaining walls and/or ledge faces. The proposed project does not alter any wetland resource areas, since none occur on or adjacent to the site. 3. WATER AND WETLANDS No impact is expected since wetlands do not occur on or adjacent to the site. A stormwater management plan will be implemented to attenuate the difference between pre- and post-development runoff prior to discharge into the existing Highland Avenue drainage system. An erosion control silt fence will be placed along the sidewalk adjacent to Highland Avenue. An erosion control plan for implementation during and after construction has been specified on plan sheet 7 of 8. The proposed project is not expected to negatively effect groundwater quality and supply. Leaching basins and detention basins are used as part of the stormwater management plan, therefore some water will be allowed to recharge the groundwater table adjacent to Highland Avenue. The proposed project will utilize the existing municipal sewer system. 4. ENERGY Electricity and gas will service the proposed project. There will be an increase in energy demand as compared to the existing site (by the amount needed for ten homes). Existing electricity and gas lines are along Highland Avenue. Refer to plan sheet 5 of 8 for the proposed utilities. All utility lines within the project will be installed underground. 5. NOISE During construction, there will be noise generated by the [a] demolition of one house (duration: approximately one week), [b] drilling and blasting of ledge (duration: approximately two weeks), [c] construction of the road and house pads (duration: approximately 3 months), After construction, noise from the project will be reduced to the normal level associated with an eleven-lot subdivision. Vehicular traffic, including site deliveries is expected to generate typical automobile noise associated with activities in a residential area. There is no significant wildlife adjacent to this site or Highland Avenue. During construction, the hours of operation can be limited. After construction, the noises expected are those consistent with residential development. 6. LOCAL FLORA AND FAUNA A landscaping program is proposed as part of this project. The amount of usable pervious surfaces are increased from the existing conditions due to the proposed flattening out of permeable lawn areas compared to the pre-development sloped exposed ledge areas. Landscaping is proposed including grass areas, shrubs and groundcover. Eleven street trees are proposed to supplement the existing trees to remain. The proposed landscaping is shown on plan sheet 5 of 8. l MAN-MADE ENVIRONMENT 1 . LAND USE The 2.5-acre residential development project is adjacent to the existing Barnes Circle residential neighborhood and will include single-family homes similar to those existing single-family homes. The proposed project has excellent access to Highland Avenue (Route 107), which is a major commercial corridor. Bus transportation is nearby. 2. DENSITY Eleven single-family houses are proposed each having a footprint of approximately 1,000+/- square feet. 3. ZONING The site exists within a R-1 residential zoning district. To the southeast of the site is the Barnes Circle and Clark Street neighborhoods, also within the R-1 residential zoning district. Across Highland Avenue to the northwest is a commercial shopping center in a BPD zoning-district. Across Clark street, to the southwest is Dunkin Donuts, within a B- 2 Highway Business zoning district. 4. ARCHITECTURE An architecture firm (Harry Gundersen and Associates) has designed the proposed single- family houses. The landscaping uses graded flat lawn areas and retaining walls. Ample parking (minimum 2-cars) is provided on the side of each house. The proposed houses are significantly lower in elevation than the abutting Barnes Circle neighborhood, due to the sculpting of the land that is required to install eleven homes. For example, lot #4 first floor elevation is 155, compared to the adjacent house on Barnes Circle whose first floor elevation is approximately 171 . 5. HISTORIC BUILDINGS, HISTORICAL SITES AND ARCHEOLOGICAL SITES The owner is not aware of any historic buildings, historical sites or archeological sites within the project or adjacent to the proposed project. PUBLIC FACILITIES 1 . WATER SUPPLY, FLOW, PRESSURE AND DISTRIBUTION The site is currently serviced by municipal water. The proposed site will also be serviced by municipal water. There will be increase demands for water consumption and for fire protection that will be serviced by the municipal water distribution system. An estimate on the amount of water consumed can be based on the amount of sewage generated. In accordance with Title V - The State Environmental Code 310 CMR 15.00 estimates for sewage flow (gallons per day) can be obtained using the following criteria for each use: Residential Sewage Flow = 110 GPD/bedroom 11 houses 3 to 4 bedroom each = 3,630 to 4,840 GPD Total estimate water consumption = 125% x estimated sewage flow = 6,050 GPD The increase demand is not expected to have a negative impact since the water main on Highland Avenue is a 16-inch pipe. 2. SANITARY SEWAGE CONNECTION, DISTRIBUTION AND FACILITIES See above calculations based on Title V — The State Environmental Code for estimates of sewage generated presently and to be generated by the proposed project. The proposed project will generate approximately 3,630 to 4,840 GPD (gallons per day). The type of sewage generated is that which is normally associated with residential activity. This increased flow generated is not expected to be a problem relative to the conveyance systems (sewer main pipes existing in Highland Avenue. Sewage generated by the project will flow via gravity to a terminal sewer manhole to the north of the project. Four houses will use individual Environmental One grinder sewer ejector pump systems to discharge to a proposed manhole inside the project. One house will be connected to the Clark Street sewer main (since the existing house is connected already). 3. STORM DRAINAGE FACILITIES The runoff from the northern portion of the project shall be directed to flow into, crushed stone areas behind retaining walls, water quality grassed swales, leaching basins and a detention basin (all designed to slow the runoff down) before it enters an existing outfall: a 12-inch pipe which connects the low area of the site into the State Highway catch basin. The project will utilize this existing discharge pipe as an overflow into the municipal drainage system. Runoff from the southern portion of the project shall be directed to flow into, crushed stone areas behind retaining walls, water quality grassed swales, leaching basins and a detention basin (all designed to slow the runoff down) before it enters a proposed outfall. The proposed outfall will be used as an overflow pipe connected to the State's drainage system. A "Work within the Right of Way" permit will be required to be issued by MHD with the City Engineer's approval. 4. DISPOSAL OF STORMWATER See answer above. 5. REFUSE DISPOSAL Solid waste generated by typical residential use. 6. TRAFFIC FACILITIES Based on the Institute of Transportation Engineers (ITE) "Trip Generation" 5`h edition vehicular trips can be tabulated as follows: 10 VTD per single-family house. Therefore the total vehicle trips-per-day is estimated to be 110 VTD. The proposed project will increase the traffic flow as compared to the current day uses. This increased demand is not expected to be a problem relative to traffic on Highland Avenue Sidewalks are proposed on both sides of the proposed road. The sidewalks will be connected to the Highland Avenue sidewalk. Each house lot will have parking designed for at least two-cars each. 7. ELECTRIC POWER There will be an increase in power demand as compared to the existing site. This increased demand is not expected to be a problem relative to the conveyance systems. The increase demand is not expected to be a problem relative to quantity requirements when comparing the project's demands to the municipal system in this neighborhood. The source will be the local Electric Company: National Grid (Electric Dept). There are various overhead electric lines servicing the existing project. The proposed project will utilize the existing lines where possible and install new underground electric lines where required. 8. GAS There will be an increase in gas demand as compared to the existing site. This increased demand is not expected to be a problem relative to the conveyance systems. The increase demand is not expected to be a problem relative to quantity requirements when comparing the project's demands to the gas system in this neighborhood. The gas lines will be used for heat and hot water. I The source will be the local Gas Company: National Grid (Gas Dept). There is a gas line on the southbound side of Highland Avenue. The gas company will determine the location for gas line extension into this project. COMMUNITY SERVICES 1 . SCHOOLS The proposed project will potentially affect the number of children in local schools if homes are sold to people with school age children currently living in other communities. Local schools to be impacted are possibly Salem High School and Nathaniel Bowditch School both located on Highland Avenue. 2. RECREATION No existing recreational facilities exist within the site. No recreational facilities are planned. The sidewalks proposed are five-feet wide. No bikeways or bridle paths are proposed. 3. POLICE The number of people to be living within this eleven-lot subdivision is approximately 22 to 55.. 4. FIRE Eleven single-family homes are proposed. One existing single-family house will be demolished and removed from the site. The buildings will be wood construction. The buildings are designed by an architect and will be constructed to comply with local and State building codes. There are hydrants along Highland Avenue and Clark Street. One hydrant is proposed within the project. The municipal water supply (16-inch line on Highland Avenue) will be utilized for fire protection. 5. PUBLIC WORKS Approximately 625 lineal feet of roadway and utilities are proposed. HUMAN CONSIDERATIONS Refer to other sections in this report L � � � � . Q � �, (� � -�' � fi '� �; � �.. �� � � March 3,2008 Decision-Clark Avenue/Chapel Hill Form C--Definitive Subdivision and Cluster Residential Development Special Permit Chapel Hill,LLC 532 Lowell Street Peabody,MA 01960 Re: Chapel Hill-Clark Avenue (Map 6,Lots 7, 8, 9) On November 1,2007 the Planning Board of the City of Salem (hereinafter referred to as the "Planning Board"or"the Board") opened a public hearing regarding the application of Chapel Hill LLC (hereinafter referred to as the"Applicant"and/or"Owner') to allow construction of the Chapel Hill Subdivision and associated roadways and utilities. The subdivision contains twenty-five (25) residential lots and one (1) lot zoned residential and industrial. Though it is not a condition,it is the Planning Board's understanding that Lot 21,zoned residential and industrial,cannot be developed as an industrial lot with the access from Clark Avenue through the residentially zoned portion of the lot. This is based on the opinion of the Assistant City Solicitor, dated October 15,2007. It is important to note that the applications,which are the subject of this decision evolved from the following: 1. A Form B-Preliminary Subdivision Plan Application,which was submitted to the Board on January 4,2006 and for which a decision was issued by the Board on April 21,2006. The preliminary subdivision plan was a cluster,and this approval directed the Owner to pursue a Cluster Residential Special Permit. 2. A Form C-Definitive Subdivision Plan and Cluster Residential Development Special Permit Application to allow construction of the Chapel Hill Subdivision and associated roadways and utilities to service the construction of thirty seven (37) single family dwellings was submitted on July 27,2006 with plans dated June 28, 2006. The item was opened at the Planning Board on September 21,2006 and the public hearing was continued to October 19,2006,November 17,2006,December 7, 2006,January 4,2007, January 18,2007,February 15,2007,March 15,2007,April 5,2007, and June 21,2007. 3. On June 21,2007 the Planning Board voted to recommend approval for a Zoning Ordinance Amendment to rezone eight parcels on Clark Avenue (Map 6,Parcels 4, 6, 8, 9, 10, 15, 17,and 19) from Industrial to Residential One Family. The City Council rezoned parcels 4, 6, 10, 15, 17,and 19 but did not rezone parcels 8 and 9,which are a portion of the proposed Chapel Hill Subdivision. 4. A revised single cluster plan (revision dated June 11,2007) was submitted on June 27, 2007 depicting 27 lots (accounting for the lots which were not rezoned). The public hearing was continued to July 19, 2007. The single cluster plan was further revised (August 20,2007) to add additional details and the public hearing was continued to September 6,2007. The initial application with all its revisions was voluntarily withdrawn without prejudice, by the Applicant on October 9,2007 to rectify a potential issue of constructive approval due to the action of the Board in April of 2007 with regard to continuance. A new application was submitted on October 9,2007,followed by revised plans (dated October 26, 2007) which removed Jennifer Circle. This item was again opened at the Planning Board on November 1,2007 and the public hearing was continued to December 6,2007, December 20, 2007,January 17,2008,February 7,2008,and February 21,2008. 5. It is important to note that all written materials,information, studies,peer reviews and any and all other correspondence involved in these applications were accepted as part of the record for the applications for which this decision is issued. At the regularly scheduled Planning Board meeting on February 21,2008 the public hearing was closed and the Board voted by a vote of six (6) in favor (Puleo,Power, Collins,Ready,Kavanaugh,Hanscom) and none (0) opposed, to approve the Form C-Definitive Subdivision and Cluster Residential Development Special Perm t. Furthermore the Board finds that all standards for the issuance of a Special Permit have been met by the Owner and that the Plan is in harmony with the purpose and intent of the Zoning Ordinance to protect and promote the health, safety, convenience and general welfare of the inhabitants of the city and will not result in a net negative environmental impact. The Board finds that the subdivision meets the purposes of cluster residential development because it promotes the more efficient use of land in harmony with existing natural features. The Board recognized that the building lots created and the buildings to be constructed thereon may have dimensional controls and density regulations varying from those otherwise permitted by the ordinance or by-law and the approvals are subject to the following conditions and waivers and/or relief: 1. Conformance with the Plan Work shall conform with the plans entitled,"Definitive Subdivision Plan Chapel Hill Salem Massachusetts",prepared by Eastern Land Survey Associates, Inc., 104 Lowell Street,Peabody, MA,01960, dated June 28,2006,and revised June 11,2007,August 20,2007 and October 26, 2007. 2. Endorsement of the Plans Following the statutory twenty (20) day appeal period, the Planning Board will endorse the original subdivision plans,subject to conditions of this decision,which shall be recorded at the South Essex Registry of Deeds.Prior to endorsement of the plans, the following items must be submitted for approval by the Planning Board: a. A Covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. b. Acceptable form of grants of easements,if applicable. 2 c. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the Southern Essex Registry of Deeds. 3. Amendments Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the City Planner. Any waiver of conditions contained within this decision shall require the approval of the Planning Board. 4. Subdivision Regulations The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. 5. Waivers In approving the Plans, the Board is hereby granting the following waivers of the Subdivision Rules and Regulations: a. Section IV A.Lf Minimum Center Line Radii of Curved Streets is waived to allow construction and operations of the streets and ways as shown on the Plans; this waiver is being granted based on a recommendation from the consulting engineer that this does not negatively impact safety or vehicular circulation. b. Section IV A.4.a. Maximum Length of Dead-end Streets is waived based on the requirement for installation of sprinkler systems in the dwellings. In the judgment of the Board, the granting of the above waivers is in the public interest and consistent with the intent of the subdivision control law. 6. Transfer of Ownership Within five days of transfer of ownership of the subdivision, the Owner shall notify the Board in writing of the new owner's name and address. This shall not include the sale of lots within the subdivision in the ordinary course of business,but only a sale of the entire subdivision. The terms,conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 7. Security (Section III(B)(5) of the Subdivision Regulations) Prior to the release of any lots for sale or building,the Planning Board shall require that an acceptable form of surety is posted along with a proposed schedule of releases. If partial release of surety is to be requested, the Planning Board may,at its discretion,require deposits to be broken down in amounts of anticipated requests for release.The applicant agrees to complete the required improvements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured by one and/or in part by the other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board: a. Endorsement of approval with covenant The Owner shall file a covenant,prior to endorsement by the Planning Board, executed and to be duly recorded with the Subdivision Plans by the owner of record,which instrument shall with the land, and shall state that such ways and services shown on the 3 approved plans shall be provided to serve any and all lots before any lot may be built upon or conveyed,other than by mortgage deed;and/or b. Endorsement of approval with bonds, surety or tri-party agreement The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-party agreement in an amount determined by the Board to be sufficient to cover the cost of all or any one phase of the sub-division of the improvements. Surety, if filed or deposited, shall be approved as to form and manner of execution by the City Solicitor and,as to sureties by the City Treasurer,and shall be contingent on the construction of the roadway through binder course.The amount of the surety shall be reasonably determined by the City of Salem Engineering Department and shall include an additional 10% to cover the cost of inflation or maintenance for eighteen (18) months after completion of the phase and release of surety. The Owner may file a covenant to secure the construction of ways and services for the entire sub-division and said covenant may be partially released for phases of the sub- division by bond, surety or tri-parry agreement being filed for any phase or phases of the subdivision by execution of a recordable instrument so stating by the Planning Board. c. Timeframe The construction of all ways and the installation of all required municipal services shall be completed within 18 months from the date of receipt of bond or surety by the Board or within two years of the date of approval of the Definitive Plan,whichever is earlier. Failure to do so shall automatically rescind approval,unless an extension is granted by the Planning Board. 8. Homeowner's Association a. Draft Home Owners Association or Home Owner's Trust Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsibilities: i. Ownership and/or maintenance of the storm water management system; ii. Ownership and/or maintenance of the trail system and open space iii. Ownership and/or maintenance of any walls located in the subdivision that are not situated on the lots in the sub-division. b. The City of Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 9. Open Space Open Space as shown on the Plans and consisting of approximately 3.875 acres shall be perpetually preserved as open space.The Open Space shall be placed in a corporation or trust owned or to be owned by the owners of lots within the subdivision with provisions for limited easements for recreational use by residents of the City of Salem;provided that such ownership shall vest in the Board sufficient rights to enforce compliance with restrictions imposed by the Board as a condition of its Cluster Special Permit.The easement documents shall allow for 4 passive,non-motorized recreation and shall empower the City at its discretion, to make improvements to the trail system. The open space shall be opened for public use upon the issuance of the Certificate of Occupancy for the final dwelling or at such an earlier time as mutually agreed to by the applicant and the Board. 10. Salem Conservation Commission a. All work shall comply with the requirements of Order of Conditions #64-434 issued by the Salem Conservation Commission. b. The applicant shall receive all necessary approvals from the Salem Conservation Commission prior to commencement of any work. 11. Trails Prior to the release of the final Certificate of Occupancy, the trail for the open space will be laid out, flagged and completed by the Owner. Trail segments will be cleared by manual cutting of brush and tree saplings to facilitate passage.All materials cut or cleared shall be chipped and left in place. No earthmoving,grading or mowing will occur. Small brush will be cut and dispersed into the underbrush for wildlife habitat value. No tracked vehicles or mechanical equipment (other than chippers, clippers,loppers,and small chain saws for the clearing) will be employed. 12.Trail Signage Signage identifying the open space area is to be installed at the trailheads. Sign design and proposed location shall be submitted for approval to the City Planner prior to installation. Standard trail marking metal tags,used by the Conservation Commission, shall be placed on trees at eye height, and where trees are not present,on wooden posts or stakes at least three (3) feet high along the trail at appropriate intervals. 13.Sewer The applicant shall perform an infiltration and inflow identification and removal program for the approximate 2,700 linear foot sewer system to which the proposed subdivision shall discharge sewage. The program shall be completed and flows removed to the satisfaction of the City Engineer prior to the issuance of any certificates of occupancy. All pipes collecting sewage flow and discharging to the Highland Avenue pump station shall be included in the program. The program shall be performed in strict compliance with the latest Guidelines for Infiltration/Inflow Analyses and Sewer System Evaluation Survey,Revised January, 1993. No such work shall commence without fust meeting with the City Engineer to review the scope of work. All reports and summaries of work completed shall be reviewed by the City Engineer prior to the start of the next phase of work starting (phases are outlined in the Guidelines). It is expected that the applicant will remove all extraneous infiltration and inflow that is cost effective to remove up to an amount not to exceed a cost of$100,000. The amount of flow removed shall not be less than the amount of flow to be added by the proposed subdivision. 14.Infrastructure Improvements a. The applicant shall complete drainage improvements at the intersection of Clark Street and Clark Avenue as depicted on the plan entitled"Clark Street Drainage Improvements",dated"January 9,2008",revised February 13,2008. The drainage improvements shall be completed to the satisfaction of the City Engineer,including 5 temporary pavement of the trenches,within 30-days of work starting on the proposed subdivision site. In any event, no building permits will be issued prior to completion of these drainage improvements. Temporary paving shall remain and be maintained by the applicant,until the proposed subdivision is determined to be substantially complete by the City Engineer,at which time the applicant shall provide a full width pavement replacement program to the following limits from the center of the Clark Street/Clark Avenue Intersection: 240 feet easterly towards Barnes Road,and 30 feet westerly towards Highland Avenue. b. The pavement replacement program applied to Clark Street shall consist of grinding and removing no less than 4 inches of the existing pavement, from curb to curb,and replacement with 2-inches (or more if necessary) of binder and 2-inches of top pavement mix approved by the City Engineer. Final grading of the top mix shall promote stormwater conveyance to the newly installed and existing drainage facilities on Clark Street and not cause any issues with existing driveways. The pavement replacement program must be completed and approved by the City Engineer prior to the issuance of any certificates of occupancy. c. On Clark Avenue from the Clark Street/Clark Avenue intersection southerly to the existing vertical granite curbing,the applicant has agreed to patch all deficiencies and overlay with 2-inches of new pavement. This shall occur when the subdivision is deemed to be substantially complete by the City Engineer. d. If deemed necessary,prior to beginning drainage improvement work the applicant shall file a Request for Determination of Applicability with the Salem Conservation Commission and a Notice of Intent. 15. Safety Improvements The following safety improvements shall be completed prior to the issuance of any certificates of occupancy: a. Following a recommendation from the Traffic Impact Assessment prepared by Abend Associates, the applicant has agreed voluntarily to provide signage and striping at the intersections of all streets in the neighborhood. Following a recommendation from the Peer Review Engineer, the applicant has also agreed to paint a center line on a portion of existing Clark Avenue to guide motorists through the bend. The striping and signage shall be installed as shown on the"Traffic Improvement Plan",dated February 13,2008,prepared by Eastern Land Survey Associates. b. The applicant has agreed to paint a crosswalk which will lead from the end of the sidewalk on the northeasterly side of Clark Avenue to the sidewalk on the southwesterly side of Clark Avenue (which continues to the intersection with Clark Street). The exact location shall be approved by the City's Police Safety Officer. c. The applicant has agreed to install vertical granite curbing along the existing bituminous concrete sidewalk at the northerly end of Clark Avenue from the end of the existing granite curbing on Clark Avenue northerly to the intersection of Clark Avenue and Clark Street; the applicant shall also repair the sidewalk as needed. 6 d. The applicant will purchase and mount a minor on the existing utility pole near the bendh n o the existing section of Clark Avenue. The type of mirror and its location must be approved by the City's Police Safety Officer. e. The applicant shall contribute$5,000 to the City to be used for the removal of a certain rock and realigning the fence impeding sight distance on Clark Avenue. f. If a line of sight easement is granted to the City by the property owner of 1 Clark Avenue, the applicant shall prepare a plan showing the easement area to accompany easement documents prepared by the City Solicitor's Office. 16.Additional Special Conditions a. Sprinklers are to be designed and installed in accordance with NFPA 13D standards for the Installation of Sprinkler Systems in One and Two Family Dwellings and Manufactured homes as required by the Salem Fire Department. b. Retaining walls shall be constructed in compliance with the Massachusetts State Building Code CMR780. c. The following fences shall be shown on the plans prior to endorsement and installed prior to the issuance of any certificates of occupancy: i. A four 4 foot tall black chain link fence is to be installed on the to of the ( ) P slope/retaining wall on Lots 2 through 8 and Lots 18 through 20. ii. A six foot tall wood stockade fence is to be installed on the property of 13 Clark Avenue on two sides: the side nearest to the subdivision entrance, and the rear. The fence would be along courses 556-31-OOW 130 feet,and 533- 29-OOE 134.47 feet. iii. A four foot tall slatted chain link fence shall be installed at the back of the sidewalk section of the retaining wall in the layout of Clark Avenue (adjacent to 21 Clark Avenue). The fence will be installed from Station 0 +93 20 feet right to Station 1 +84 20 feet right. d. When the roadway into the subdivision is constructed,all trees removed from the row of arborvitae along the edge of 21 Clark Avenue are to be transplanted to the back of the existing row, or the same number of new trees of the same species and height shall be planted at the back of the existing row. This work will only be done provided permission is granted by the owner of 21 Clark Avenue and the execution of a release of liability is granted to the applicant and executed by the owner of 21 Clark Avenue. Any new trees planted shall be at least the height of the shortest tree in the row and no taller than the tallest tree. The developer shall guarantee the survival of the trees for a period of one year. e. Prior to the issuance of any certificates of occupancy three (3) boulders will be added to the City Conservation land at the end of Clark Avenue to prevent passage if agreed upon by the Salem Conservation Commission. 7 � — 17. Sidewalks The applicant shall install bituminous concrete sidewalks with vertical granite curbing throughout the subdivision, according to the approved plans. Prior to endorsement the plans shall be revised to remove details of sloped granite. 18. Street Trees The species of street trees depicted on Sheets #5 and 13 of the plans is to be determined by the City's Director of Public Services and be a minimum of 3 Y= caliper DBH (diameter at breast height). 19. Lighting a. The Owner shall coordinate with the electric company and the City Electrician regarding the installation of street lighting within the Subdivision. b. The street fighting shall be the responsibility of the Owner until such time as the City accepts the streets. c. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of any building permits for the proposed dwelling units. 20. Office of the BuildingCommissioner All work shall comply with the requirements of the office of the Salem Building Commissioner as affected by this decision. 21.Office of the City Engineer The applicant,his successors or assigns shall comply with all requirements of the City Engineer 22. Fire Department All work shall comply with the requirements of the Salem Fire Department as affected by this decision. 23. Health Department All work shall comply with the general requirements of the Salem Health Department as affected by this decision. 24. Board of Health (BOH) The Owner shall comply with the following specific conditions issued by the Board of Health: a. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address,and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. b. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan,no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. c. A radon remediation kit is installed and is operational in each dwelling. d. A radon test is conducted following installation and operation of the remediation kit. The results must be given to the purchaser of the dwelling. 8 e. The developer will give the Health Agent a copy of the 21E report. f The developer shall adhere to a drainage plan as approved by the City Engineer. g. The Developer shall employ a licensed pesticide applicator to exterminate the area prior to construction,demolition,and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. h. The developer shall maintain the area free from rodents throughout construction. i. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. j. The developer shall submit to the Health Agent a written plan for containment and removal of debris,vegetative waste, and unacceptable excavation material generated during demolition and/or construction. k. The Fire Department must approve the plan regarding access for fire fighting. 1. Noise levels from the resultant establishment(s) generated by operations,including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. m. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. n. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described by the Board of health. o. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. p. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 25. Pre-Construction Conference Prior to the start of work on the approved subdivision,a pre-construction conference shall be scheduled with the City Planner, the Ci Engineer or his designee), the Buildin City (gtg Commissioner, the Health Agent,and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre-construction conference. 26. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blastine and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board 9 r will agree to changes in the starting time,at the request of the applicant and if approved by a formal vote of the City Council,as per the ordinance. b. Any blasting,rock crushing,jack hammering,hydraulic blasting,or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting-and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting,rock crushing,jack hammering,hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f The applicant shall abide by any and all applicable Hiles,regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. No Street shall be closed without prior approval of the Department of Planning and Community Development,unless deemed an emergency by the Salem Police Department. 27. Blasting The applicant or argent shall distribute the flyers entitled,"Facts for Massachusetts Property Owners About Blasting" to all abutters within three hundred (300) feet of the blasting area. 28. Construction Traffic a. With the exception of off-site improvements required as part of this decision, all construction will occur on site;no construction will occur or be staged within City right of ways. Any deviation from this shall be approved by the Department of Planning&Community Development prior to construction. b. A construction traffic management plan and schedule shall be submitted to the Department of Planning&Community Development for review and approval prior to the start of construction. c. Any roadways,driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 10 29. Progress Reports Upon the request of the Planning Board, the owner shall submit reports of the progress of the subdivision's completion. 30. Clerk of the Works The services of a consultant to serve as a Clerk of the Works shall be provided by the City,at the expense of the applicant,his successors or assigns as is deemed necessary by the City Planner. 31.Utilities Any utility installation for housing lots shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit.All utilities shall be installed underground. 32. As-built Plans & Street Acceptance Plans As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer,shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer,prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. A completed de card, a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets;as well as,any subsequent requirements by the City Engineer. 33. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is cured within fourteen (14) days,or waived by a majority vote of the Planning Board. I certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Board. The decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed,and it has been dismissed or denied,is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the Owners Certificate of Title if Registered Land. The owner or applicant,his successors or assigns, shall pay the fee for recording or registering. Charles Puleo Chairman 11 Lj C)s,u SUBDIVISION REGULATIONS REQUIREMENTS Requirements Compliance Section IIIB Definitive Plan ,1. Original drawing of plan and 3 prints V/2. Subdivision name,boundary,no. point date,scale ✓3. Name and address of owner or subdivider and engineers ✓4. If subdivider not owner, identification of legal interest 5. Names of abutters ✓6. Lines of existing and proposed streets ✓7. Location,direction,& length of streets '//8. Location of monuments ✓9. Location of bounding streets ✓10. Locus(inset) 11. Indication of purpose of easements ✓12. Space for PB's signature /13. Boundaries of wetlands ✓14. Street profiles 45. Layout and design for storm drainage,water and sewer(professional engineer) X16. Statement of conformance with Master Plan O /17. Environmental Impact Statement oO x,18. Board of Health compliance owl 9. Wetlands protection(Con Coin) au�20. Sign advertising public hearing O o'li21. Performance guarantee N X22. Certified statement of encumbrances N /23. Existing and proposed topography at 2'contours X /4. Existing and proposed grade Section IV Design Standards _ A. Streets I. Location and alignment ,✓a. Streets designed for safe vehicular traffic X A,b. Conformance with Master Plan No plc. Access to adjoining parcels N/A ✓d. Reserve strips prohibiting access not permitted X I e. Street jogs with centerline offsets no less than 125 feet X f Centerline radii_230' mm X 7 7 g. right—angle intersections X h. No less than 30' curb radius at intersections No 2. width No /a. Minimum road width of 41'=24'street,granite curbs, grass strips 5' sidewalk -7 _-7 b. Curb faces not less than 24' face to face No 3. Dead—end Streets p1La. Length of dead—end no longer than 500' X ov—b. 90' diameter turnaround No (no potential for further development) O)Lc. 20'x35' "T"or Hammerhead turnaround No (potential for further development) B. Easements I. Utility easements-20' wide X 2. Drainage easements or right of way? Section V Required Improvements /A. Shadetrees — nest- L� SON aPo.+ No B. underground Utilities X o C. Fire Alarm Boxes No ✓D. Sidewalks X /E.E. Grass Strips X /F. Monuments X EX\DH\FORMCREQ RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 JACOB S.SEGAL - -'- MARY PIEMONTE HARRINGTON GEORGE W.ATKINS, III TEL(978)744-0350 v FAX(978)744-7493r-FILE NO.F-509.1 OF COUNSEL JOHNH.RONAN MICHAEL J.ESCHELSACHER p October 15, 2009 cn rV1 S �7 Planning Board v City of Salem r `r 120 Washington Street Salem, MA 01970 ATTN: Danielle McKnight RE: 405-419 Highland Avenue, Salem Dear Ms. McKnight: Enclosed are the following submissions with fifteen (15) copies of each item: 1. Definitive Subdivision Form C Application with Abutters List. 2. Site Plan Review Application with Narrative 3. Environmental Impact Statement 4. Definitive Subdivision Plans (8 Sheets) 5. Elevation Plans 6. Filing Fee in the amount of$1,650.00 Please assign this matter for public hearing at the Planning Board meeting scheduled for Thursday, November 5, 2009. 6;orge -tra yt yo`urs,W. Atkins, III GWA/dap Enclosures CITY OF SALEM PLANNING BOARD CITY OF SALEM � o APPLICATION SITE PLAN REVIEW SPECIAL PERMIT r m Location of Property: 405-419 Highland Avenue Applicant: Paul Ferragamo r S Proposed Date of Hearing: November 5, 2009 Address/PO Box: 419 Highland Av`,eque Date of Submittal: October 15, 2009 City, State,Zip Code: Salem, MA (5970 Telephone: 978-745-08696 (j: cr L Project Description: a. Zoning district: R1 b. Square footage of parcel: 2.51± Acres/ 109,336± Square Feet c. Square footage of structure(s): Approximately 2 000± d. Square footage of footprint: Approximately 1,000± e. No. of dwelling units (if applicable): 11 II. Additional Information: Information required includes this application and the following additional information. File one copy of all information with City Clerk and fifteen(15) copies with the Planning Board (all copies must be stamped by City Clerk). a. A Site Plan at a scale of 1"=40', (or as established by Planning Board) including all requirements as set forth in Section IIIB of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction. 2. Location and dimensions of all parking areas,loading areas,walkways,and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways. 4. Location and type of external lighting. 5. Location,type,dimensions and qualities of landscaping and screening. 6. Location and dimensions of utilities, gas,telephone,electrical communication,water,drainage, sewer and other waste disposal. 7. Location of snow removal areas. 8. Location of all existing natural features including ponds,brooks, streams, wetlands, and marshes. 9. Existing and proposed topography of the site,with two-foot contours. 10. Conceptual drawings and elevations of buildings to be erected including elevations showing architectural style b. A brief narrative,as requested by the Planning Board addressing these site plan requirements and other appropriate concerns in the following defined categories: I. Building 2. Parking and loading 3. Traffic flow, circulation and traffic impact 4. External lighting 5. Landscaping and screening 6. Utilities 7. Snow removal 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area c. An Environmental Impact Statement in accordance with Appendix A of the Salem Subdivision Regulations. III. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings,City Engineer, Board of Health,Fire Prevention Officer and Conservation Commission who may,at their discretion, investigate the application and report in writing their recommendation to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report. The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the Registry of Deeds,of the conditions associated with said premises and the steps undertaken by the petitioner or his successor in title the effects of same. Paul F agamo B . ature cant George W. Atkins, Signature of Owner(attached consent letter is also acceptable) Attorney_ in Fact October 15 , 2009 Date Date FEE PAID: $1,650.00 NARRATIVE The proposed site plan consists of eleven(11) lots for single family homes with two car parking on each lot and frontage on a street running from Highland Avenue to Clark Street. Traffic will be typical for a single family home subdivision and will primarily circulate by entry and exit from Highland Avenue. Existing landscaping will be maintained in a buffer area to the east of the subdivision and a landscape easement will be created to the west as a buffer to the premises at 403 Highland Avenue. Street trees and grass strips will be planted along the sidewalks and a landscape buffer will be created along Highland Avenue to the west. Utilities are accessible from Highland Avenue and a snow storage area is located within the subdivision. The subdivision road will conform to the site topography and the design of the single family homes will result in a neighborhood of homes compatible with the single family area to the east of the site. City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete form and make two copies. Date Received S Amount Received Form of PaymentCheck ❑ Cash Client Information 0 = CASH PAYMENTS: client initials ❑ Sign Permit Application Fee ❑Conservation Commission Fee Payment received for what [7 Board / ZBA service? ❑ SRA/DRB Fee ❑ Old Town Hall Rental Fee ❑ Other: Copies Name of staff person receiving payment 11 p Additional Notes BUILDING SUPPLhES OUTLET,INC ExP aNnYloN AI 53-276/113 20R STREET O C PEABODY,WEBS60DY, MA 0196058 PAY AMOUNT,= QD DOLLARS CHECK YO THE ORDER oc' NUMBER Atv10UNT- - OESCRIPIION NUMBER d� $ `t4 eBvoaY Nnnwr�Bnw - O� tY� n'000000 S808ll' -I:O i i 30 2 768 : 28000 2 S 9 L 3ti• Original Check and Form: DPCD Finance Copy 1: Client Copy 2: Application File C E Vt,,IE D RONAN, SEGAL & HARRINGTON OCT 2 3 ZUU9 ATTORNEYSATLAW FIFTY-NINE FEDERAL STREET DEFT. (r'"P I_:ANN?NG R: JAMES T.RONAN 11922-1987) SALEM,MASSACHUSETTS 01970-3470 Go'7R Ili UfJi I I JACOB S.SEGAL MARY PIEMONTE HARRINGTON GEORGE W.ATKINS, III TEL(978)744-0350 FAX(978)744-7493 FILE NO.F-509.1 OF COUNSEL JOHN H.RONAN MICHAEL J.ESCHELRACHER October 22, 2009 Planning Board City of Salem 120 Washington Street Salem, MA 01970 ATTN: Danielle McKnight RE: 405-419 Highland Avenue, Salem Dear Ms. McKnight: Enclosed a check in the amount of Eight Hundred Twenty Five and 00/100 ($825.00) for the filing fee regarding the above referenced property which was filed on October 15, 2009 Very truly rs, G orge W. Atkins, III GWA/dap Enclosures 1". r _. I AW� A,/' L L / � _ JJ4..d t � Y / lx. '�f Y'1 - X;�,m �.v�.�..., 1 r_ 1X 'f �I �•ru]� �\ J� ��� i�F � � ,l i��� cep L {' t Site Elevation from Highland Avenue dt t Y=r�L�� ✓, n � F rr i /N. -11 s Site Elevation from rear looking toward Highland Avenue 405 - 427 Highland Avenue Site Elevations Gundersen Associates Architects 22 January 2009 y� a, .mss •T `)'_1�� .�• i �'� sly i{p� y _ _ - 1�; � � iy _ _ - 1 t LI z CL all a I Highland Avenue 405 - 427 Highland Avenue Site Section Gundersen Associates Architects 22 January 2009 .� yT [� �q. . -4 v/ �ik-T� .A "S� ��-•a'l l ` fir:\� � .� r �� yy r •sy+�d�`.` Y �>^jpt !!JJ• r • r-_.S'--- ,y` ^ ,��-- l \ ate • m l f +,�,g r .\ r1f a t�-13,-,� . ?E_ a� w•+Tsy'_r. `4` { ) y'.� ` y is 1 \. //FY .p �: C` i CV 4:.r' 'Y l �•.^-''4.. �^ �,�+�'=ti S�•e_ �� •W. �7 .�A�+`f / it i �I /�Y '•.� .� 7w�" l' '.A L'•% i4 fi•, .�� `� • �I r .' �u.��•�7 t r .. w r •y►T+ .r'"�' 'J[ '^� t,r•g I i �' ��--� ...rrr...'.r...` p"� � �j `��'`%�/^ },J4A,11 ��� ' �` �� �� {':.��" �� "� �1 �c� tom^ �^M`°_ �} �+ �.,d• .?.' n�.• ' �/ ``r�.'� - Z�77` iT ' ! /. ��! , I , -..,'y'��h\�. � �•� �jr,�`�,•, J(N i ���� '� �,r�"{k" �-� '�3 � J J�!' at�g. �f.- � y .+w�, [ �E,f: t� ������ ,r �+�1`��� I �+r��� � t ati � • �` fir...C" ti \ -. / � (-�'-�' M f: / , � / � . �~ _1 1:„_ > ,j. •'� r reg .;R ,�� _w'ps^")l T.. �S,^ .�'r •k..S �.. i rvl4�%�to "�.tl. s F� - - �.I•% . N1 �yy..,,Fa�. // .-r p �. '�•-._q.,'�f- i% `!,t'yr�.' ^r v.:tq �.. ) 1,,,.f r ; ..-- - _ `^ �'t ' �\' j�°y'�/ "•t s ,(Y. '+'� •*' x�r'f'N • * `T''�*./_4�. ,.J.-�•``'�,�r'- �` �- .-.y+-�F+ILf /� / 1 .: i r i�- i *•` y. ...� / +4. Mme..Vic' tf.`_ '70 - `.E 's:�"'F�' ,f - t�� �r�' ;nr� �y ��IW'rrrs1nr . 4--• • !•I / 'p � rte,-•y' � -"� ~FJ' 'x_ x-�� � :~ ..� � wn 1 �' I Ir w ,� ♦ t, yc � f4 ,j .l 4. �,. Yl I•. js ' L�^} �•J I} " 1 IE^ JynnY •'^-'r l C �, µ.?x,,�rh,+r � \` `,, .'..- , ?i,N, ti !` 1 • , "1�. _ �a ���.!_ ^ ..I.-;' ``-'!�— -' •tt�.t_��sv'7�a��. >r�i"f ly ,/�� •� +!�' \ '^'A<� �.fy,:. -':'r �-`� y � �s .�-... ;!. +, -�T ? i! sem,. ���� •wteAa'Ee��•jgr �..�'��`�„'•� .-�_.' .. w � t` � •. �5.'r, 1.,, • .) • .l it t x' `F'r!, � �fl �'i f�* •v'..lt � � . � _...� \ - f�` j..�.. j Y' � -- _ ,•--^. • �y.�..-� d S r.}� -'-y,• �c • ,f .r , . 4 ru.;,•.4 ./'-�_ . . _ � -r�i '�e _ _ r�-7j 1 - � -y `=`cif < �- —`� J •u•. � v ,�T •\ i . ,:{�. �.fi • �. -�1` �"�.�. ..y . 3. r � -r=-5"' ��- Ynr •�.... `1?>.,��1'J��' �.-..�"`!a ���.r r-.. �� I t a -� -�.�y 'r ..,..3,_\ �~. .� ��,_t. � r'\ -_• :}:�`�� .`j� �yv, rr!ir �y'- ..M�.y .!,� `.�,e, 1. .�/�:y,-.. �� .,r ri ��'�� � `. �. + ���, ti N -^w'^M'st 'J--�.�""'i �:..y... �1 .1� _ 1.q`• • �y, Yi r1��'M / 5,� \ t F*i� 1r : .nM I M1'' �_i,51•II„ ^ i " �._- 1 �) r"` ' '.� �-ti a_✓.a.F •i�''�.rlj'' _ Y r!'°. •{* i �/ �I. 1 ' .,,i °$',': •. ... . 3:. ri 7 } �� e 7.;.'� ! '1 �Y.._ .f� 4Y4.)k.-���'} K• i +' • i YY�^",rj•. � .r,,.al - lllq� "�.1 r-Z• `o i��,; .F F {�t '" r+.: •+}'✓,�+ ,:4'"r°/• U _._'2s[ 1ia-+' ✓ � (!�� � I _. �I{{ �ti+�t!'_��� �I � '1* -. 1 .•, •�.Sa. '. o.�� - �LZ3 `F•' .�. '•�R"r: �!K"• ! p•'� ♦ /'�.�///�1 -Y.� � .r[•'-'+ .--��-.- 1 /' t ' i � '�.! rl+_- � •4�Rt ; •i; 'h �f,,.,.'ey " "r' v +lni•IF rt: 111 •�h.T•I'-��, IY it �r"I. ���t~�v \ L �rl1 '��Y �R'•� l�� F•�r_. _ -r.� � � IP :�� 7 t�.��"1�# ��� ! �) i��i'.j�."Cj�f M,`v"� .� r,. si ',n�•i•j � r i i..+1 �K ] •,���� _ , � I x i �. r - -i'�•� �_ -'�Q _' 1 �a-:- > .a" ..x •1l_C< _ [ � �r •f�_�� a; ,r�.l ,�.. I ;� I 11 r; 4' �N r{r �y I . .iMF •.w �r� 7 ... ,.�!- FC..Y,�y �,ari� - - `� iJY� .�'+w.�'. �iaj t•h'i.J� [�� � 3 `"^f�R'i`M"" '"_ � t 3 4 �' S-. 'g ,� - ,._ d� �^ :�w3e..-.__.-'•'._ _ I ��t",\f{j.��•�,. •!V� j� lAA i 405 - 427 Highland Avenue Street View Perspective Gundersen Associates Architects 22 ,January 2009 ,r '3 CITY OF SALEM PLANNING BOARD CITY OF SALEM APPLICATION SITE PLAN REVIEW SPECIAL PERMIT Location of Property: 405-419 Highland Avenue Applicant: Paul Ferragamo Proposed Date of Hearing: November 5, 2009 Address/PO Box: 419 Highland Avenue Date of Submittal: October 15, 2009 City, State,Zip Code: Salem, MA 01970 Telephone: 978-745-0869 I. Project Description• a. Zoning district: R1 b. Square footage of parcel: 2.51± Acres/ 109,336± Square Feet c. Square footage of structure(s): Approximately 2 000± d. Square footage of footprint: Approximately 1,000± e. No. of dwelling units(if applicable): 11 II. Additional Information: Information required includes this application and the following additional information. File one copy of all information with City Clerk and fifteen (15) copies with the Planning Board (all copies must be stamped by City Clerk). a. A Site Plan at a scale of 1"=40', (or as established by Planning Board) including all requirements as set forth in Section IIIB of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction. 2. Location and dimensions of all parking areas,loading areas,walkways,and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways. 4. Location and type of external lighting. 5. Location,type,dimensions and qualities of landscaping and screening. 6. Location and dimensions of utilities,gas,telephone, electrical communication,water, drainage, sewer and other waste disposal. 7. Location of snow removal areas. 8. Location of all existing natural features including ponds, brooks, streams, wetlands, and marshes. 9. Existing and proposed topography of the site, with two-foot contours. 10. Conceptual drawings and elevations of buildings to be erected including elevations showing architectural style b. A brief narrative, as requested by the Planning Board addressing these site plan requirements and other appropriate concerns in the following defined categories: I. Building 2. Parking and loading 3. Traffic flow,circulation and traffic impact 4. External lighting 5. Landscaping and screening 6. Utilities 7. Snow removal 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area c. An Environmental Impact Statement in accordance with Appendix A of the Salem Subdivision Regulations. III. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Fire Prevention Officer and Conservation Commission who may,at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report. The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may, as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the Registry of Deeds, of the conditions associated with said premises and the steps undertaken by the petitioner or his successor in title lEviat�the effects of same. Paul F agamo i r B . i ature scant George W. Atkins, Signature of Owner(attached consent letter is also acceptable) Attorney in Fact October 15 , 2009 Date Date FEE PAID: $1,650.00 NARRATIVE The proposed site plan consists of eleven (11) lots for single family homes with two car parking on each lot and frontage on a street running from Highland Avenue to Clark Street. Traffic will be typical for a single family home subdivision and will primarily circulate by entry and exit from Highland Avenue. Existing landscaping will be maintained in a buffer area to the east of the subdivision and a landscape easement will be created to the west as a buffer to the premises at 403 Highland Avenue. Street trees and grass strips will be planted along the sidewalks and a landscape buffer will be created along Highland Avenue to the west. Utilities are accessible from Highland Avenue and a snow storage area is located within the subdivision. The subdivision road will conform to the site topography and the design of the single family homes will result in a neighborhood of homes compatible with the single family area to the east of the site. M1 - a % ' ..�: ✓ k`:p., �,. 44':a "�'. 1 _ . Si rr4 _ -..� .i ai `II v'LL'L.. ` ` ". + Tom. _..✓ wv1, 4 " = �` .4i i� 1i I _ Site Elevation from Highland Avenue y ' r ".. '4 . � — �u-t', torn'w �cir.eK 9 Site Elevation from rear looking toward Highland Avenue 405 - 427 Highland Avenue Site Elevations Gundersen Associates Architects 22 January 2009 � a 64 \' '— o( 0. •l ��'_' -`�'a»- —I J:lClrlA:- �.l a I Highland Avenue J 405 - 427 Highland Avenue Site Section Gundersen Associates Architects 22 January 2009 }mow 001* M' [ _ .--�s�'"".i"' ` \ ..• �k.' � �. l• +� / `r "'7 `''n ..t . a ; �_. L i / \ -k ° ) ,`_._ Vis. �f•V �a r 'y,4,(1 vts c) 7 �� � •� : a `t ` ` S�)y .' r - n gy� ', �'• A.- tai t r, y7/ /" �rh 2d� J�` v \. �a�:., � tn !N -i`aT lti i � V e 1�� P 117 ` t \ 9. `0 Y V' ¢'ITI+\ c c «k. ,.\,.•� \ , la�-,�\.y\ T J..•t i�..'^ �` a T�`�il. J�- "r%.�Ja 1 }F.,,.r�� `M.• `.....'--�G y_ \ \ '4Jy<' A. ..n.. _ �l /�/ . �i . s 1•. - �.r.;ye+%.r ¢.._�` ., •7!' ;1��Y� ..<tZlrly,� .�tY �/�/ ."1:11 __ Dt •.F «tl +� a <lf *'�. S.y' y� �, 1 _a , .y ; //,. t ✓ . `#ram 1 -�.*.{ �,� ..n •{� - ..✓••,• _/ Ay;'k��\ ��ri. /1 y �w_��a.�Myt r V�.`�`�++ i � , iSiwwJ, I ''`./��'�'�.: � �.�•�^"^-�_r�'� y�.�� 1 i /1 �;,� �. Y 1911x` 444-"r��/ ,w r r�' .�.� � , ( _ �.. .'.^" ',:�� ti '� �;.� ¢ � tn' r,. , �..�� •'1•-� ,--'� 4- �a .."T" \. P v�+v \ i�r �••� '��_` _ �.r,! . :\� ,�' • � \�`;i� �� � +. - ..--� r-�--'. � -r `:.°�,- i� f r,; . - �'I.r � '�,_, Ir;`.: - N .fir'� ` <.'.�tr+ � ,.}..0 +I�f. ,cr, _,pi= c>;�x•n , ''1 - n p) -,-r -+...'.p('�yy W'rt._-y- '�`iv,. +..,�. ..y... 1: ul IV I �.., c'li•=�. i .1�..4c y •,i`-,+.� �A ( J ' r;�w. W �I �1" ! ^ .1T - y -�'.b_"�: `�%.�`-i.� i�.�1,. YYY 1Cli � ` ;(s' '. '��, �: t/t 7�4}.� �.;;',* X:V � ` •' i7'. 1.1�7ytK'w .11��_���-+' � � ''"1T.\�J _ � "� . 't,��-41t I Y !ttl � '. ! # •I. .� w�� .1 ` ��^� ..(Jy r" .1 'Std r.: � �" �} (.'i: - !� �_7��+. y//-fr� cul 4.�� � \ I !VY�I` �trf �i �._yri�'��� 1�.r+p. y_� �- _ � i i � _'4�0.i `' �_�. 15 ����: -y L�.,.a 'I � '�'��'Y'"� 4r�',y'F' —` t ,� i��+.,?st .w •� /! ' .i. . . `.. ,� l �+� 'I- !�. -�^'!c-; I ,7�°' \ .: � .,;+ • .:=�.rn ,� i. � J �a•y'Lr�� 4 1 �i � : v�tc � � �— .c� ..rs wed, r y 1 �I �P :� - /• ! , .r.:ffl' ' v .s-'. 1°-! LJ j i Z� `'> .: I i 174 _ _�.� ,.^l��i � �. I •i._ 1 ' 1 i �r"� '.-�- ..� 1'�� � 3"", " `•-1 l I ° i '-.�•.�.- r r �YL r. F f, . i `4��p ' ' i tI 1 r it ��• �y� S`r1'{. I —�'r 1 , :ice✓ �A�+' ,'�(� . r ""'.f .,� : �� : + I ;aw ^�---�. .✓ __ � r v �w�� --•_'�,,.c�,;, t _ t ��•• MdSrt i v_ � �n r:� I..( : �.., i X 3/f ,/' ��I, �i 1 .:ti - .� �� r ,< 1 `+��......- ��'Ty,..�-3�a�I,�..AT' rr-•"�r,..-_ `-'.-'�--- __^�_— - ~��- �i , :.f,..l �t . � � .] t` !� ` ;�+�i r-�..��, -.. 1 l - r'I:�. %Y T 405 - 427 Highland Avenue Street View Perspective Gundersen Associates Architects 22 January 2009 YJ v § u L/' skt 7 It Ye ,.'Ks c ✓ r� tit�'R'(r ,��\\ �.... +.y��:.:: �sl .wc. '- L'i: nil � a�^ ,],�.> 'S ..y.,.��� nr�. . -. 13 � r'�'� `�*/ 1 �xw �Z `�/i .-.-��. I _ /� �\r�)�� its .cri"�. +� ki 8v Fd'�, I ._fi �' �—•..��aj7-r� ,� J'' '�� G _ ._-- ,6.+ 'yl`�.;�1 � .�aI e'� .-.'/ '}� ' ��Y : rit'� .. � 'sl ' ri _ �• r I. I�P�. .:�..:al�' �vi +E� dZ"•ai �" ;� _ r... "'.x..�t.,� f }v"b'���.'..����CR. �%r�s +..4. ��'..f_a"' -'T�.'.X�'.-6F_�-t.!r�--"= -r;.rol. Y - '21 �j;+.i -J�%%� !: i , — - I r 14 ' Site Elevation from Highland Avenue TT Ik � 4 -.- _ TD Site - - - - - -- - - - - - - - - _ - l� Y D N �! v-t'n� �/ of � M''�� �.i--.- -- � 'i -� —'—Rosas W c. •/ — _ — _ — — unck % Site Elevation from rear looking toward Highland Avenue 405 - 427 Highland Avenue Site Elevations Gundersen Associates Architects zz January zoos t �'ty� � ���"w ,�' t r. ��1���•"bll�7"7`�i L— Y � �.�:� , _ w '� j• , . `* � . ` 1 ••YHj. 5 n L t,r t10� E ` r'y � `1 "Ea-. �" S! _i'. L�,\..f� lY`-�s� '1<r- ��` � <+?(�'��. r �,..\ •. _:, !��!` ` h,� ��y � 1 r � e � �— y•C •r x l �,.h\ v +t_ i�J € y`- �/`" �'+ N Orr .tr 1 . J. .�•�•��? a fid ` fy �+^:a'7*9'74-�..f� �rv"�')'!^ �f`'• �\:�1+r ��•.wr .�"';,`= ti �i �:�.. . r+�.�" e--� '�y`."> 'r p.�" ` .! / I `y,"e'' +���.�7 f� J�`x,4 r'-"� �� �'�'f' +tel ..�•f� �r S� f � 4J w/_ �. 1 Etlf ! " ���. ♦ }� � �x Y,xr,y r ✓ >. � r ;�,i "T4 � r r./��* � C/V N �,� �, !\ • r+ � S 1 .� .-i C ± ,.F. ?l �r ..•l x �, �....: . \ \. �� v r i '� if 3' r t � •,. "• \,, _ ✓,,-�•- Y `� •a.&. r' t✓1 as ; •^Y` ti.^a � "Y'" t 'Y tib. .. Y ` 1 : .✓� - l 30 t .• �' .y. -i�l'�� � mal . . �-:t'>•'a+3� •, `1.."t�� a r • - T �r r �1 V."` .l• ( f i '>:y� �.' 'r ' a^-- t.•i,_ qq•• 5 f. tt � I `" F {`x' �rA *'1y�,�[�t �, ' � .! � g?..,��•! �S•"'• r-.. w v:'"� / �f t��, ,f _ � - .��-�•--'I wa f4'"•` � i.. i�K � F �W � � +.F' \: i�"' 7 �i�� r- +P j� •.w y yn .a y•( ` ,!✓ . � .Y ., A,•'rfy+�,AaFwtrY is �� �'aN` `•y1 1 j I Ir A" - 1 w%.•- p �Gt F rr y,n iclof. / 1 ' 'r �•t',. gni'w/ . w-* .�y..: v r 1 •'.,y rj' � f�/`J �� .vjA .n.•A�+s^r,_.,,.r"•- a: r l^( Harv',\i �f ~ f^ �•__. �' �IA l � ".a�.`. .b`.'lWi,_�' I T• »�� .��'� .�•,. -'�'a•G..(w r4•a�'��� '�� 6? s' f I. 2r {I`� /' •��... �..Pf �r3.1 � � .'�1, r`.�I Ate.' rD. � ••�'.'�•4 �/�� s F ,�- ` J � ���� .�' ".". �. F'r� rh ,.� _-�R y ".T•" '.T. 1: �.i r'�.�:hv"�"•..�..• • � �,..- . * _� x111---��... t ,, �. >.r y ih. �7..�` .vsF" >t,,,. �-",.s �, _: .�`+ �f .�...,� lv .. y� ,r � T �r�. - ' C r�>� � .7•a r _.rJ'.�.�_ -'�'v q x J 4. I a may. �t Y,. i'• \..�/ �WI •"* ,,`^�„`,� ,$•''F�.P"=`+'„r'. A- F}�b X14 I tir "y^ +�'••�- �"'. r�^ � ” r '•" {:�., i �'1�. � �^ ,. 1..--.�-. 1.•«"l+sa ���y. '�' ti w'....-y.. Ir%+;' 1" �:.� I'1 }^�+Y, �y 1 , yp; F✓. i 4 '. .. � rY ' I:�,y��..- n � /, 4.: •�� •x Y` � l�+�r) I •� ysi i+,J, d I •I ' '-,�,,. . P+° T•.e'�r'� •: f n�:' y`.e� l'`z,{a. . P �) .'" -'✓ ✓I - VAT j#y _ '� '' .i A•_-r x1.. fie•_ '�r'F_.. t". : ,.:ri�.` - pkLl,�... ? _ >.r��.��` T.}—.�� I_i ..v} _—�.� 1 'yn r.`alf �t."� ,e ':7!✓ ! ?+� F alai°w.- 7� '_s: - _.,- I L� L ,; Y� - ..,r" .�" I � 'P .1+' 8 •. - Wil_ l }. R�rx +i�`rl ^''•., � c' i e � I � � �j i .I. � I r w�._:..rr,-.� • - - v� , j�1,-\ _.� - � I{ � 1 I •n- ` ri,, ;� �&:'{-%. �" � I .6 I'_.:� I l i 1 '��t� t a =l� .��.'t i , li � j 'L.�— Alm / � \ .^,*I i ! �:. II �� 'f--`-� nT!" J�, Iv I I -{� � tri 1 ` `� �•• �� /. � I I I 'i¢yq, �� 1 � �I '�,�•l�. +��'--��._ � i � t,.� 3 '' -- ,T- 4 I u _1��A.' 1 I i - I « ;C"Y`: r:R '— �� �/ C'"_~ ;� !j'> I i� . j +/'��.'✓'t' I ) -_ ,r.;, . ,M;f+k~ _ 'I � �yy �=.sµ f%'��� wi'+� rw.. r .�.�.r�,�.� Via! _. r � .�+.... J�•. ,/ \�f+, V♦1 �i\'- E /�l � � «mss ter•.. � _' __ � .a, •., r ` . - �' ^�-. 405 - 427 Highland Avenue Street View Perspective Gundersen Associates Architects 22 January 2009 r 11 if Highland Avenue a 405 - 427 Highland Avenue Site Section Gundersen Associates Architects 22 January 2009 �rM-( Decision i 0 m CITY OF SALEM PLANNING BOARD 0FEB22 A 01101 February 22, 2010 Fl!_E: r CIT r. CL"YP„ Decision - 405-419 Highland Avenue Form C- Definitive Subdivision Paul Ferragamo 405-419 Highland Avenue Salem, MA 01970 Re: 405-419 Highland Avenue Subdivision On November 5, 2009, the Planning Board of the City of Salem(hereinafter referred to as the "Planning Board" or"the Board") opened a public hearing regarding the application of Paul Ferragamo (hereinafter referred to as the "Applicant" and/or"Owner") to allow the subdivision of the property at 405-419 Highland Avenue (Map 3,Lots 74, 75 and 76) and associated roadways and utilities. The subdivision contains eleven (11) residential lots. At the regularly scheduled Planning Board meeting on February 18, 2010 the public hearing was closed with the following Board members in attendance: Nadine Hanscom, Tim Ready, Chuck Puleo, Tim Kavanaugh, Christine Sullivan, Randy Clarke,Mark George and Helen Sides. Board voted by a vote of five (5) in favor (Hanscom, Ready, Puleo,Kavanaugh and Sullivan) and none (0) opposed (George, Clarke and Sides were not present at all meetings and were ineligible to vote),to approve the Form GDefinitive Subdivision, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 8,titled, "Definitive Subdivision Plan for a site at#405-427 Highland Avenue, Salem,Mass.," prepared by Patrowicz Land Development Engineering, 14 Brown Street, Salem,MA 01970, dated October 13, 2009 and last revised November 16, 2009. 2. Endorsement of the Plans Following the statutory twenty(20) day appeal period, the Planning Board will endorse the original subdivision plans, subject to conditions of this decision, which shall be recorded at the South Essex Registry of Deeds. The applicant must submit the following for the Planning Board's approval prior to endorsement of the plans: a. A Covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. b. Acceptable form of grants of easements, if applicable. c. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the South Essex Registry of Deeds. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM 3. Amendments Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the City Planner. Any waiver of conditions contained within this decision shall require the approval of the Planning Board. 4. Subdivision Regulations The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. 5. Transfer of Ownership Within five (5) days of transfer of ownership of the subdivision, the Owner shall notify the Board in writing of the new owner's name and address. This shall not include the sale of lots within the subdivision in the ordinary course of business, but only a sale of the entire subdivision. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 6. Security (Section III(B)(5) of the Subdivision Regulations) Prior to the release of any lots for sale or building,the Planning Board shall require that an acceptable form of surety is posted along with a proposed schedule of releases. If partial release of surety is to be requested,the Planning Board may, at its discretion, require deposits to be broken down in amounts of anticipated requests for release. The applicant agrees to complete the required improvements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured by one and/or in part by the other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board: a. Endorsement of approval with covenant The Owner shall file a covenant, prior to endorsement by the Planning Board, executed and to be duly recorded with the Subdivision Plans by the owner of record,which instrument shall with the land, and shall state that such ways and services shown on the approved plans shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage deed; and/or b. Endorsement of approval with bonds, surety or tri-party agreement The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-party agreement in an amount determined by the Board to be sufficient to cover the cost of all or anyone phase of the sub-division of the improvements. Surety, if filed or deposited,shall be approved as to form and manner of execution by the City Solicitor and, as to sureties by the City Treasurer, and shall be contingent on the construction of the roadway through binder course. The amount of the surety shall be reasonably determined by the City of Salem Engineering Department and shall include an additional 10% to cover the cost of inflation or maintenance for eighteen (18) months after completion of the phase and release of surety. The Owner mayfile a covenant to secure the construction of ways and services for the entire sub-division and said covenant may be partially released for phases of the sub- 2 division by bond, surety or tri-pang agreement being filed for any phase or phases of the subdivision by execution of a recordable instrument so stating by the Planning Board. c. Timeframe The construction of all ways and the installation of all required municipal services shall be completed within 18 months from the date of receipt of bond or surety bythe Board or within two years of the date of approval of the Definitive Plan, whichever is earlier. Failure to do so shall automatically rescind approval, unless an extension is granted by the Planning Board. 7. Homeowner's Association a. A Draft Home Owners Association or Home Owner's Trust Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsib lities: i. Ownership and/or maintenance of the storm water management system, including all stormwater management BMPs, whether in a public or private way. The Homeowner's Association is to notify the City Engineer within thirty(30) days of each of the required bi-annual maintenance/cleanings of the storm-water management system. Each maintenance is to occur at least five (5) months apart. ii. Ownership and/or maintenance of any walls or gates located in the subdivision that are not situated on the lots in the sub-division; iii. Responsibility for snow removal on the proposed new road on the submitted plans until such time as the street is accepted as a public way by City Council. b. The City of Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 8. Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. 9. Street Trees Prior to endorsement of the plans, revised plans will be submitted showing street trees that are 3 ''/z" caliper, planted 30' on center, as required by the City of Salem Subdivision Regulations. The species of street tree is to be determined by the City's Director of Public Services. 10. Lighting a. The Owner shall coordinate with the electric company and the City Electrician regarding the installation of street lighting within the Subdivision. b. The street lighting shall be the responsibility of the Owner until such time as the City accepts the streets. c. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of any building permits for the proposed dwelling units. 3 11. Water and Sewer a. The project is subject to reasonable mitigation recommended by the City Engineer relative to the capacity of the Ravenna Avenue sewer pump station to service the proposed homes. b. The applicant is to provide field verification (subject to approval by the City Engineer) that no virgin or over-blasted bedrock exists within two (2) feet of any proposed infiltration BMPs,prior to endorsement of the plans. c. Applicant is to submit additional information (subject to approval by the City Engineer) on the proposed driveway drain inlet and berm or raised sidewalk to be installed across driveways to ensure infiltration system will work as intended, prior to endorsement of the plans. d. Applicant is to provide field verification that the proposed infiltration BMPs are constructed as designed,prior to issuance of the first Certificate of Occupancy. e. Applicant is to provide field verification that the proposed 3-foot minimum limits of "over blasting" are constructed as designed prior to backfill. f. Construction of"on-lot" BMPs in accordance with design intent are to be verified prior to issuance of the first Certificate of Occupancy. g. The City will exercise the water gates in Highland Avenue, in the vicinity of the proposed connection to the subdivision. If they do not operate effectively, new gates maybe required at the location of the proposed connection, to provide effective emergency shut-off of the system and ensure the subdivision may still receive water if a portion of the Oty s system is shut down. The developer is to install the new gates on either side of the proposed tie-in, if requested by the City Engineer,prior to issuance of the first Certificate of Occupancy. h. Applicant is to submit revised plans and associated profiles that meet the requirements of Section 9.8 of the MassDEP guidelines relative to sanitary sewer and drinking water separation,subject to approval by the City Engineer, prior to endorsement of the plans. i. Applicant is to revise the plans to show detention basin discharge piping (not discharge orifice) be increased in size to more closely match the 12-inch diameter of the piping entering the basin and the proposed route be revised to include straight reaches and/or cleanout structures. Revisions are subject to approval by the City Engineer and are to be done prior to endorsement of the plans. j. Applicant is to revise plan detail to show the addition of cleanout on the common sewer forcemain and the addition of trash hoods on the leaching basin manhole discharge pipes, subject to approval by the City Engineer, prior to endorsement of the plans. 12.Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Conurrissioner as affected by this decision. 13.Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer 14.Fire Department All work shall comply with the requirements of the Salem Fire Department as affected by this decision. 4 15.Health Department All work shall comply with the general requirements of the Salem Health Department as affected by this decision. 16. Board of Health All requirements of the Board of Health shall be strictly adhered to, including the following conditions set forth in its decision of January 12, 2010: a) The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. b) If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. c) A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. d) A copy of the Demolition Notice sent to the DEP,Form BWPAO6, must be sent to the Health Agent. e) A radon remediation kit shall be installed and operational in each below grade dwelling unit. f) A radon test shall be conducted following installation and operation of the remediation kit. g) The developer shall adhere to a drainage plan as approved bythe City Engineer. h) The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. i) The developer shall maintain the area free from rodents throughout construction. J) The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. k) The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 1) The Fire Department must approve the plan regarding access for fire fighting. m) Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating,shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. 5 n) The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. o) The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. p) The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. q) The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 17.Pre-Cons truc tion Conference Prior to the start of work on the approved subdivision, a pre-construction conference shall be scheduled with the City Planner, the CityEngineer (or his designee), the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre-construction conference. 18. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 U: Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering,hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided bythe applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that theydo not leave dirt and/or debris on surrounding roadways as theyexit the site. f. The applicant shall abide by any and all applicable rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. 6 h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 19. Blasting The applicant or agent shall distribute the flyers titled, "Facts for Massachusetts Property Owners About Blasting" to all abutters within three hundred (300) feet of the blasting area. 20. Construction Traffic a. With the exception of off-site improvements required as part of this decision, all construction will occur on site; no construction will occur or be staged within City right of ways. Any deviation from this shall be approved by the Department of Planning &Community Development prior to construction. b. A construction traffic management plan and schedule shall be submitted to the Department of Planning &Community Development for review and approval prior to the start of construction. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 21.Progress Reports Upon the request of the Planning Board, the owner shall submit reports of the progress of the subdivision's completion. 22. Clerk of the Works The services of a consultant to serve as a Clerk of the Works shall be provided by the City, at the expense of the applicant,his successors or assigns as is deemed necessary bythe City Planner. 23. Utilities Any utility installation for housing lots shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. All utilities shall be installed underground. 24. As-built Plans & Street Acceptance Plans As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City s use and approved by the City Engineer, prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. A completed tie card, a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer,stating that the work was completed in substantial 7 7 compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets; as well as, any subsequent requirements by the CityEngineer. 25. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is cured within fourteen (14) days, or waived by a majority vote of the Planning Board. I certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Board. The decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the Owners Certificate of Title if Registered Land. The owner or applicant, his successors or assigns, shall paythe fee for recording or registering. C A-fu�/'&M Charles M. Puleo Chair 8 Decision -71 aw�e�d t*bm d CA P I .�� CITY OF SALEM PLANNING BOARD July 26, 2011 Decision—405-419 Highland Avenue Amendment to Form C—Definitive Subdivision Paul Ferragamo 405-419 Highland Avenue Salem, MA 01970 Re: Amendment to 405-419 Highland Avenue Subdivision On May 19, 2011, the Planning Board of the City of Salem (hereinafter referred to as the "Planning Board" or "the Board") opened a public hearing regarding the application of Paul Ferragamo (hereinafter referred to as the "Applicant" and/or "Owner") to allow an amendment to the approved definitive subdivision plan for the property at 405-419 Highland Avenue (Map 3, Lots 74, 75 and 76) and associated roadways and utilities. The subdivision contains eleven (11) residential lots. The hearing was continued to June 16, 2011, July 7, 2011, and July 21, 2011. At the regularly scheduled Planning Board meeting on July 21, 2011 the public hearing was closed with the following Board members in attendance: Chuck Puleo, Tim Kavanagh, Tim Ready, Helen Sides, Randy Clarke, Nadine Hanscom, and Mark George. The Board voted by a vote of six (6) in favor (Puleo, Kavanagh, Ready, Sides, Clarke and George in favor), Hanscom abstaining and none (0) opposed approve the Form C-Definitive Subdivision, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 11, titled, "#405-427 Highland Avenue, Salem, Mass.," prepared by Patrowicz Land Development Engineering, 14 Brown Street, Salem, MA 01970, dated April 20, 2011 and last revised July 20, 2011. 2. Endorsement of the Plans Following the statutory twenty (20) day appeal period, the Planning Board will endorse the original subdivision plans, subject to conditions of this decision, which shall be recorded at the South Essex Registry of Deeds. The applicant must submit the following for the Planning Board's approval prior to endorsement of the plans: a. A Covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. b. Acceptable form of grants of easements, if applicable. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 4 WWW.SALEM.COM c. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the South Essex Registry of Deeds. 3. Amendments Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the City Planner. Any waiver of conditions contained within this decision shall require the approval of the Planning Board. 4. Subdivision Regulations The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. S. Transfer of Ownership Within five (5) days of transfer of ownership of the subdivision, the Owner shall notify the Board in writing of the new owner's name and address. This shall not include the sale of lots within the subdivision in the ordinary course of business, but only a sale of the entire subdivision. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 6. Security (Section III(B)(5) of the Subdivision Regulations) Prior to the release of any lots for sale or building, the Planning Board shall require that an acceptable form of surety is posted along with a proposed schedule of releases. If partial release of surety is to be requested, the Planning Board may, at its discretion, require deposits to be broken down in amounts of anticipated requests for release. The applicant agrees to complete the required improvements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured by one and/or in part by the other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board: a. Endorsement of approval with covenant The Owner shall file a covenant, prior to endorsement by the Planning Board, executed and to be duly recorded with the Subdivision Plans by the owner of record, which instrument shall with the land, and shall state that such ways and services shown on the approved plans shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage deed; and/or b. Endorsement of approval with bonds, surety or tri-party agreement The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-party agreement in an amount determined by the Board to be sufficient to cover the cost of all or any one phase of the sub-division of the improvements. Surety, if filed or deposited, shall be approved as to form and manner of execution by the City Solicitor and, as to sureties by the City Treasurer, and shall be 2 contingent on the construction of the roadway through binder course. The amount of the surety shall be reasonably determined by the City of Salem Engineering Department and shall include an additional 10%to cover the cost of inflation or maintenance for eighteen (18) months after completion of the phase and release of surety. The Owner may file a covenant to secure the construction of ways and services for the entire sub-division and said covenant may be partially released for phases of the sub-division by bond, surety or tri-party agreement being filed for any phase or phases of the subdivision by execution of a recordable instrument so stating by the Planning Board. c. Timeframe The construction of all ways and the installation of all required municipal services shall be completed within 18 months from the date of receipt of bond or surety by the Board or within two years of the date of approval of the Definitive Plan, whichever is earlier. Failure to do so shall automatically rescind approval, unless an extension is granted by the Planning Board. 7. Homeowner's Association a. A Draft Home Owners Association or Home Owner's Trust Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsibilities: i. Ownership and/or maintenance of the storm water management system, including all stormwater management BMPs, whether in a public or private way. The Homeowner's Association is to notify the City Engineer within thirty (30) days of each of the required bi-annual maintenance/cleanings of the stormwater management system. Each maintenance is to occur at least five (5) months apart. ii. Ownership and/or maintenance of any walls or gates located in the subdivision that are not situated on the lots in the sub-division; iii. Responsibility for snow removal on the proposed new road on the submitted plans until such time as the street is accepted as a public way by City Council. b. The City of Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 8. Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. 3 9. Street Trees The species of street tree is to be determined by the City's Director of Public Services. 10. Lighting a. The Owner shall coordinate with the electric company and the City Electrician regarding the installation of street lighting within the Subdivision. b. The street lighting shall be the responsibility of the Owner until such time as the City accepts the streets. c. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of any building permits for the proposed dwelling units. 11. Water and Sewer a. The project is subject to reasonable mitigation recommended by the City Engineer relative to the capacity of the Ravenna Avenue sewer pump station to service the proposed homes. b. The applicant is to provide field verification (subject to approval by the City Engineer) that no virgin or over-blasted bedrock exists within two (2) feet of any proposed infiltration BMPs, prior to endorsement of the plans. c. Construction of all drainage infrastructure in the roadway layout, drainage easement, and Parcel A, as well as the "on-lot" drainage infrastructure including the catch basins, piping, and driveway Cultec units, are to be constructed per approved plans and verified before issuance of the first Certificate of Occupancy. d. Applicant is to provide field verification that the proposed 2-foot minimum limits of"over blasting" are constructed as designed prior to backfill. e. Construction of the remaining "on-lot" drainage infrastructure on each parcel (including roof leaders, piping, ponds, berms, swales, etc.) are to be constructed per approved plans and verified before issuance of the Certificate of Occupancy on each respective parcel. f. The City will exercise the water gates in Highland Avenue, in the vicinity of the proposed connection to the subdivision. If they do not operate effectively, new gates may be required at the location of the proposed connection, to provide effective emergency shut-off of the system and ensure the subdivision may still receive water if a portion of the City's system is shut down. The developer is to install the new gates on either side of the proposed tie-in, if requested by the City Engineer, prior to issuance of the first Certificate of Occupancy. g. Applicant is to add the 7/20/11 detention basin berm details to the drawings, subject to review and approval by the City Engineer, prior to final endorsement of the plans. h. Applicant is to retain a licensed engineer or surveyor during construction to confirm utilities and drainage (structural and non-structural) infrastructure are constructed in accordance with the approved plans. Applicant is to provide as- built drawings to document same. i. Applicant is to revise the Homeowner's Association documents to include provisions that an Operations and Management Plan (on all common and on-lot 4 drainage infrastructure) will be submitted to the Department of Planning and Community Development for records, prior to final endorsement of the plans. j. Applicant to receive approval of plans and drainage report from Mass DOT prior to commencement of construction. 12. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner as affected by this decision. 13. Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer 14. Fire Department a. All work shall comply with the requirements of the Salem Fire Department as affected by this decision. b. Houses are to be sprinklered. Sprinkler systems are to be installed and tested in compliance with NFPA 13D (sprinkler systems for one and two-family dwellings). 15. Health Department All work shall comply with the general requirements of the Salem Health Department as affected by this decision. 16. Board of Health All requirements of the Board of Health shall be strictly adhered to, including the following conditions set forth in its decision of January 12, 2010: a) The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. b) If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site meets the DEP standards for the proposed use. c) A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. d) A copy of the Demolition Notice sent to the DEP, Form BWPAO6, must be sent to the Health Agent. e) A radon remediation kit shall be installed and operational in each below grade dwelling unit. 5 f) A radon test shall be conducted following installation and operation of the remediation kit. g) The developer shall adhere to a drainage plan as approved by the City Engineer. h) The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. i) The developer shall maintain the area free from rodents throughout construction. j) The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. k) The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 1) The Fire Department must approve the plan regarding access for fire fighting. m) Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. n) The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. o) The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of Health. p) The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. q) The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 17. Pre-Construction Conference Prior to the start of work on the approved subdivision, a pre-construction conference shall be scheduled with the City Planner, the City Engineer (or his designee), the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre-construction conference. 6 18. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing, jack hammering, hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. The applicant shall abide by any and all applicable rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 19. Blasting The applicant or agent shall distribute the flyers titled, "Facts for Massachusetts Property Owners About Blasting"to all abutters within three hundred (300) feet of the blasting area. 20. Construction Traffic a. With the exception of off-site improvements required as part of this decision, all construction will occur on site; no construction will occur or be staged within City right of ways. Any deviation from this shall be approved by the Department of Planning & Community Development prior to construction. 7 b. A construction traffic management plan and schedule shall be submitted to the Department of Planning& Community Development for review and approval prior to the start of construction. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 21. Progress Reports Upon the request of the Planning Board, the owner shall submit reports of the progress of the subdivision's completion. 22. Clerk of the Works The services of a consultant to serve as a Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns as is deemed necessary by the City Planner. Inspection shall include, but not be limited to, examining the depth of over- blasting of ledge, installation of crushed stone and filter fabric, perforated drains, and construction of swales. 23. Utilities Any utility installation for housing lots shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. All utilities shall be installed underground. 24.As-built Plans & Street Acceptance Plans As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. The plan shall include, at a minimum, the locations and elevations of all stormwater management conveyances, structures and best management designs. Additionally, the applicant shall submit a letter from a Registered Professional Civil Engineer certifying compliance of the property with the approved plans and accompanying conditions, prior to issuance of any Certificate of Occupancy. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City 8 Engineer prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets; as well as, any subsequent requirements by the City Engineer. 25. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is cured within fourteen (14) days, or waived by a majority vote of the Planning Board. I certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Board. The decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the Owners Certificate of Title if Registered Land. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Charles M. Puleo Chair 9 y . DEFINITIVE PLA } ( p « - , t - , ,y E FOR A SITE AT /7 Li OCTOBER 13 ., 2009 4 Ail o 5 tiTABLE E NT 3 , MADE LOCUS PLAN r 1 . � z Q m m N P N N 2 . LAYOUTGEOMETRY � hbb gbh n O b0 " h P 10 m N m N v cV s AEARTHWORK/GRADING'%Z_ 3 y � � _ x 9 6 3 � ^ DEVELOPMENT LID4 . LW IMPA T •7� , 5 o `D m A^A o 6 N N b o s c� STORMWATER MANAGEMENT rn D Cl o z � � = m ^ LANDSCAPING� TILITIE r n Z 7d �mti V h0 { < r �� CROSS-SECTION E ��. z mh P m gLEGEND DETAILS ti ITE7 N TE O 0EXISTING NDITI N8 ti ♦ � ; / � d N C10 O M 16 `l o 19 i P 1 1 O O /p N q2 hq c c N P m m ^ N 1 q hq Po " P h 'F o " IS qq OC N SITENOTE: THIS LOCUS PLAN WAS SCANNED FROM THE CITY ENGINEERING DEPARTMENT'S GIS DATA BASE. xA° THIS LOCUS PLAN IS NOT TO SCALE AND SHALL NOT BE USED TO DETERMINE ACTUAL PROPERTY LINES, O a.: � STREET LAYOUT AND/OR ACTUAL BUILDING LOCATIONS. O o THIS LOCUS PLAN IS INTENDED FOR GRAPHIC IDn PURPOSES ONLY TO SHOW THE PROJECT SITE IN N f % b o RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. ti { - a ► \,yQ� .neo g O m \ APPROXIMATE GRAPHIC SCALE .` \� ° O 100 0 50 100 200 400 0 fi 0 kn �� " IN FEET ) 1 INCH APPROXIMATELY 100 FEET O C m ^ ' 1 ' N O M , m n " 0 M co g o D " PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY i, a ARK ST 3 o ti N n. $ o N m 1 6 2) m n B 9 m 26 _2g N rtPoi TEAM: OF MAS`r9 uI'D SCOTT IAN �yG /�/\ o 9 O N PATROWICZ N Q k9 OWNER/DEVELOPER. m R 10 1$ 3p 31 P N CiIVIL F 14 19 STR PAUL FERRAGAMO 33s y 16 21 2A FFT 33 419 HIGHLAND AVENUE, SALEM, MA 01970 .o F /8 32 978-977-9801 9 G ST �Q 20 22 0 3� L 0 34 ATTORNEY: NO. DATE DESCRIPTION 39 GEORGE ATKINS %o 36 o RONAN, SEGAL, HARRINGTON ' N 59 FEDERAL STREET, SALEM, MA 01970 ^ ` 3 ru 53 (978) 744-0350 X107 "Mm I F) /��� �v •$ 5t _ 49 s ARCHITECT: - ' HARRY GUNDERSEN I I � IVE .e GUNDERSEN ASSOCIATES 20 CENTRAL MEET, SALEM, MA 01970 c N no ♦4 or jv% I V I S 10 - 1 ' er ---i (978) 744-1000 - ' --- SITE ENGINEER: SCOTT 1j 7 j tiCD 0 e PATROIIICZ LA�IDZDML PKENT ENGINEERING LOCUS PLAN m 14 BROWN ST:iEET, M, MA 01970 Ni ti (978) 838-8400 for 01 m o FIELD SURVEYOR: 11 RESIDENTIAL LOTS 10 GAIL SMITH, R.L.S. , i; NORTH SHORE SURVEY CORPORATION y 14 BROWN STREET, SALEM, MA 01970 for d site at a ru (978) 744-4800 " o ti #405- 427 Highland Ave. Salem, Massachusetts APPROVAL UNDER SUBDIVISIONDate: October 13, Zoos CONTROL LAW ; REQUIRED: PLDE 99-34 scale: �" = zo' Sheet SALEM PLANNING BOARD # t 1 of 8 Q P '7Z Lend Omer: Paul Ferragamo N ` 419 Highland Avenue, Salem, MA 01970 F PATROWICZ g LAND DEVELOPMENT ENGINEERING Ln 14 Brown Street, Salem, MA 01970 (978) 836-6400 s NORTH SHORE SURVEY CORPORATION - 0 14 Brown Street, Salem, MA 01970 N ! _ v DATA: (978) 744-4800 b _ r CBARIVESjRC #22/ _ BARNES CIRCLE i RICHARD BINGHAM, JR. 1 \ MAP 3, LOT 88 CLARK STREET \ �' #12 L.C. 69151/348 JORGE DELVALLE \ � MAP 3, LOT 79 ARNES C 1 I 15,OlOtSF = •13,41 w , ,\ 11,378fSF BOUR U \ S 161 � Q E NOMINEE REALTY TRUST \ 130p3 Z BLOWUP MAP 3, LOT 93 #14 1 0,%v -� NOT TO SCALE \ �' L.C. 66214/318 (FIND) W i ARNES CIRCIRpN PIPE 01,00 TOBIA DELULIS �6 #J00 �\ 1 MAP 3, LOT 92 '8 \ L.C. 33202/144 ARNES CIRCLE BARNES CIRCLE DAMATO REALTY TRUST ARNES CIRC SILVIA WAYNE \ 6,250tSF � PANFILO DAMATO MAP 3, LOT 89 1 MAP 3, LOT 91 JOSEPH BOUBREAU, IR L.C. 13355/238 5 \ 714/333 MAP 3, LOT 90 6,250±SF 1 L.C. 69605/325 \ I \ CLARK STREET � �' � HENRY RUTKOWSKI \ MAP 7 LOT 78 \ CLARK STREET — 6,250t$F L.C. 57514/265 � � IRON ROD I / \ ROBERT RIDGE --� _ (SET) S40°16�20,� 15,O10±SF \ MAP 3, LOT 124 50 / S,000tSF ' L.C. 10261/177 { 0.009 _ 1 6,067±SF ' j � 12,369tSF '1 � 3 . 75.00 -� D -' ;_ (FOD)PIPE CLARK STREET a 1 � SEE 'J JEFFREY BACHMANN s •'' S40°16 13+41+,� / .�1.1 HLOWUPR2 Volt��` MAP 3, LOT 77 \ IRON ROD 1 LOT #1 113.37, 20"y� 1g 3 to L.C. 63953/298 (SET) D LOT AREA=9,598±SF 295.8, \ S 130'0 • o u' 5,000fSF r1� LOT 1PIDTH-148.86 � i• � ♦ s , (MEASURED AT FRONT SETBACK LINE) LOT 2 �� g1' � 1 FRONTAGE=161.58' ` ' --_ _ _ LOT AREA=7,383±SF 99.781 SETS HOLE J8• o 0 �•r•2`� / ; " - ( ) LOT WIDTH= LOT 3 - MEASURED AT STREET R.O.1P. i 7.7 _ 1 ' I r- - ` - -- _ FRONTAGE-101.01' M IRON RDD i 1� ) I - - _ - _ M LOT AREA=7,518±SF 3 �,, , / SET> I 1 � � o / - ' c�2. 8 _ 1 05 - LOT 5 - _ LOT 19IDTH-100. 7 , FRONTAGE=100.06 _ # \ �, z LOT #4 � LOT AREA-9,550fSF � � .� #435 , I - , a I _ _ -REAR - ao LOT AREA=7,043±SF , ' LOT WIDTH=110.85 - o PARCEL--A HIGHLAND AVENUE �14 1 I q o - YARD St TBgCK_ I� LOT WIDTH=100.09'1 ' ` FRONTAGE=108.89' \ - o 1 30_ FRONTAGE=103.46' w. � 3,446±SF �\ SOURAN ACQUISTION L.P. I Q -gyp I ' Z ~w. \ ` (NOT A BUILDING LOT) �.G� \ j MAP 3, LOT 127 /' L.C. 68995/326 #401 � SNOW STORAGE AREA � = 1 1� L-65.55 `� � ' � HIGLAND AVENUE ) �? R=120.50 _ _ 10.0. ' \ ` i \ ` L=18.98' w SAMUEL CRUZ <' i' \ Q \ i \ i/ R=10.00' MAP 3, LOT 72 �� 1 , L�35. r I L.C. 54577/251 ) #403 ' i0001, R�594.60, 1 _ '' ^�� \ \\ ���� J \`\ , , �L=8.99' �, L= s 10,000tSF / - - _ \ _ _ R 220.50' 4 84 -.3.95 • „ \ _•I 0 OHIGLAND r "J.p� � � � � � R=220.50 S34 55 20 1P�, AVENUE — _ FR — — _ — — — 33.015 \ eh O CHRISTOPHER LANE I / �Ob y0 , �- ' �— �\ �N 100 ORD E T Bq K - - ` _ - \ - S2�56 MAP 3, LOT 73 �i O _ �6' �.5 _ _ _ CV 1 i o 1 IV �� L=12.83� _ R_594.50' —_ _^ _ 1- - - - - I' L=g6.87 IRON ROD 10,000±SF r I R=79.50 _ L=103.46' - 94. ° \� r _ _ - _ (SET) 1 R=594.50 Ln - od _ - I - -P-A CCEL (ROAD) o 0 0 1 N , �o _ _ B _ `_\�, � - ; / 6 PRIVATE-WAY - — � � - \ qO A,`� �5 5 - - `* _ _ \ - - - -- , R-179 50 S34 55 20 W \ , ` L�71.170 25,209tSF - - \ \ - I .�05"� L=43.82' 8.28' ��� \ \� � � _ 33.03 � _ _ - - --- - ---R 1500' � - f pt 1p,, 1 I _ _ �.=7 65-, 00 -g 5 `, 1 ,� 1 ,i , I co I•a, 1 V t` z' I ( I - - _MENOMINEE _ _ 1 L=86.79 �. 1 i • C I I - - \ - - - 1 W Ct w , 10.0' -1 ' - - -- - - �, I ------ ------ �- ~ z I #429 IRON ROD *V / r CT I I I m (SET) h / QJ 1 ~ 10.0 HIGHLAND AVENUE - - � \ I BOSTON STREET REALTY, LLC /_ 'S40 16 � _ _ _ • i. I I A � _ -- - - - - MAP 8 LOT 125 50.0 20 LOT 6 — - - _ _ I M � I N� \ _ - - _ L.C. 58851/272 — 0 / - - - �J z ., °'• o _ _ �, I 16,625±SF ' LOT AREA=6,919±SF - - _ _ — J - _ - - - #11 - _ I L_18.94� LOT WIDTH=129.71' LOT #7 - - - - _ _ _ _ _ _ _ _ _ _ _ - - - °' LOT �.L R=10.00 FRONTAGE=147.20' LOT AREA=6,824±SF z z LOT #10 LOT AREA-= 8.57' F1 s LOT WIDTH=83.67' LOT #8 LOT 9 _ LOT 1fIDTH=96.57 S4001 � f, � a � '- _ � � LOT AREA=6,406tSF_ _ � LOT AREA-6,523tSF � '� ;FRONTAGE=108.67' 6 20 W - L_75• FRONTAGE-84.00 o LOT AREA 6,143±SF LOT WIDTH=83.55 1 81 LOT 1PIDTH=87.17 LOT WIDTH=87.27 ' FRONTAGE=87.05 "' , FRONTAGE=81.93 PK MHH •ft L=78.01' FRONTAGE=86.79 I L=76.02' .� , NA IL - CENTER -"�-'� - - - -� (SET) (FND) �_ "�." �"' �.�- L=98.18' ���;81/ �- L=91.18' •�� � ..�..�� � �� L = 506.81' R = 1959.00' - I o HIGHLAND AVENUE ( ROUTE 107) NORTHBOUND � #392 � SOUTHBOUND AVENUE HIGHLAND AVENUE HIGHLAND 392 HIGHLAND AVENUE REALTY, LLC #440- 450 MAP 3, LOT s I _ HIGHLAND AVENUE #402 I ROUTE 107 SALEM ASSOC L.P. � - MAP 3, LOT 4 #396 — ---- _ — HIGHLAND AVENUE 1 — CAMP LION OF LYNN MASS INC HIGHLAND AVENUE — MAP 3, LOT > I OLDS VILLAGE MALL REALTY TRUST #400 MAP 3, LOT >33 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY HIGHLAND AVENUE ENTRANCE TO ��P N of A44, sq OLDS VILLAGE.' MALL REALTY TRUST p SCOTT IAN cy AND EGRESS FROM MAP 3, LOT 5 TEAM: M PATROWICZ N OWNER DEVELOPER: rn 0 CIVIL36 r OWNER/DEVELOPER: 33656 I 9 O H GHLAND PLAZA � ���J A I 1�s��J A PAUL FERRAGAMO MAP 3, LOT 6 419 HIGHLAND AVENUE, SALEM, MA 01970 'Dpi O'�STS 978-977-9801 FSS/0 NGS 'tel ATTORNEY: NO. DATE DESCRIPTION t GEORGE ATKINS RONAN, SEGAL, HARRINGTON 59 FEDERAL STREET, SALEM, MA 01970 (978) 744-0350 X107 ARCHITECT: I N I NHARRY GUNDERSEN i GUNDERSEN ASSOCIATES 20 CENTRAL STREET, SALEM, MA 01970 (978) 744-1000 S B I S 10 Nr SITE ENGINEER: / 1 SCOTT PATROWICZ, P.E. PATROWICZ LAND DEVELOPMENT ENGINEERING LAYOUT GEOMETRY 14 BROWN STREET, SALEM, MA 01970 169G (978) 836-6400 for FIELD SURVEYOR: 11 RESIDENTIAL LOTS QGAIL SMITH. R.L.S. ; 1 NORTH SHORE SURVEY CORPORATION 14 BROWN STREET, SALEM, MA 01970 for o Site of (978) 744-4800 #405- 427 Highland Ave NOTES Salem, Massachusetts I 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING APPROVAL UNDER SUBDIVISION DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. LOCUS IS 2.51E ACRES. T T� Date: October 13, 2009 CONTROL LAW REQUIRED: " — 20 Sheet 2 of 8 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SALEM PLANNING BOARD PLDE#99-34 Scale: 1 - ' SURVEY CORP., FEBRUARY, 2000. Land Owner: Paul Ferragamo -3. PROPERTY LINE REFERENCES: 419 Highland Avenue, Salem, MA 01970 A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. PATROWICZ � GRAPHIC SCALE C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. LAND DEVELOPMENT ENGINEERING 20 0 10 20 40 so E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. 14 Brown Street, Salem, MA 01970 F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. (978) 836-6400 FICA 11169. G. LAND COURT PLAN 71598, DATED 5/22/36, FILED WITH CERTIFICATE NORTH SHORE SURVEY CORPORATION W FEETC_ 1 14 Brown Street, Salem, MA 01970 1 inch = 20 iL 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. DATE: (978) 744-4800 _ c _ . , _ _ I _.. I - : . --. .,.2 I - '. _ - - - _ ` _, - - - - - _ - I - - - - I .. . .. . . GAS 0 OM DEPRESSION I F777R S ED B TT . - I A TORMW TER R 11 _ DESIGNED TO SLOW THE S C OSS COUNTRY N LAYER ATOEL 2 DEEP PE S FRAM AND - ,N PAVEMENT E UNDER T RUNOFF AND ALLOW FOR - _ A ' . SOLID COVER > . GROUNDWATER RECHARGE w 4 LOAM AND SEED G 4 LOAM AND SEED . CROSS COUNTRY .:,1. , WITH OR WITHOUT �'`'�a OR APPROVED SLOPE /\ , UNDER PAVEMENT SURFACING OR RESURFACING CROSS COUNTRY I / / / SU F ; RISER SECTION \ \ 4 PROTECTION FINISHED GRADE MORTAR CAP \ LOAM AND SEED . \ UNDER PAVEMENT . � AS REQUIRED.\ \ Q » I . I \ I I I I .1 rT / / / OR AP PRO D " VE SLOP / E / EED 4 LOAM AND S I ------ / / / / 6 L SURFACING OR RESURFACING r ..a .�.. \ \ \ \ \ \ \ \ \ \ \ \ P OTECTION OR APPROVED SLOPE I i\/\/\/\/\/\/\/ /\/ :; /\/\/ \//\//\//, .; \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ \\ \ AS REQUIRED. r• / / / / t . - 24 - ''. r8 \r0\R�\/\/\� / // /• / // // // // // / // // // / // // / / o , ., ROAD BASE (GRAVEL) PROTECTION !Ajr \ \ \ \ \ \ \ \ \i� / 6.. i� OPENING - �• •�:• � N • • - \\/ SURFACING OR RESURFACING \ �.LG� Ll�:G .: .,' ��r�l\.G� \ '"`•.' - S E B S D. a • I P CIAL ORROW 0 -�;�•'"�'w - - AS RAVE • •.. �. •:� ••. • • ::. •� • . . A REQUIRE e - I - D ••:' ... 1 ti , _ - r / . o •+,4 ROAD BASE (GRAVEL) Q °o `1:a .t 6" ° a v ------ -- -I I t I I_ \ / o, s . - . c • - ..�.,.. . p ° r. ° ROAD BASE GRAVEL D - D D ❑ O O = r- O ❑ o - ORDINARY BORROW 0 .. . _. a. , 5 0 1bo / . o . .,o, ( ) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ( OUTLET PIPE (CORED _ Q . Q . _ t ,`� ° SPECIAL BORROW \\ e , o III 0110 , . ••• o . , o , I INTO THE SIDE OF LB) - - e - _ o e v. _ v. v. o. M 0101 / O o o �;�:? o O ° °o O ORDINARY BORROW ° r•,... ., COMPACTED IN ° I v . o. o 0 0 0 51 ❑ MIRAFl FABRIC (ON SIDES ONLY) I=I I I D - ,, _ D_ , R: '�. 2-FEET MIN. WIDTH ' D. - ' D. - ' II - I I 12 MAX. LIFTS � o._°•. . o o I.-• ° / 0 O ,,a .•: w ' D ' D ' °- D,_ D. m• - = o o o Q . - U ° �7 O 10GO p0D 3 X PIPE OUTSIDE DIA. � . 0 10� ° ORDINARY BORROW Q� I - . � - � •� , , TO PREVENT MIGRATING FINES MDPW ML01.0 Vl n n n ❑ 0 0 . 'Q ` p �, p _ _ _I I A o _ v_1 v_ a v _s _ v _ v ....v ' v - • w v !n -- --------------- ❑ ❑ FOR THE PURPOSES OF STORMWATER - - - MIRAFl FABRIC X ° o - OR 3-6 MIN. Cj M o °o o R I_I Ill D _ ',R -D - D _ D _ ' D I - 3 X PIPE OUTSIDE DIA. �o o° INLET PIPE (CORED I D_ Q � D, _ • ', , • 't" • • 'IS n n n` _ ON SIDES TYPICAL F. INTO THE SIDE OF LB) a a o a a a a s ' o QUALITY CONTROL, THE OUTLET INVERT b z o °, Q °, o e o o o b o OR 3'-6" MIN. MIRAFl FABRIC ° O ooh 3 X PIPE OUTSIDE DIA. I& . , Q . o . IS HIGHER THAN INLET,INVERT TO ALLOW I - _' o• _ 5 _ o o_. ' e . , o . _v. - � - � - o._ v_ - ( N) � 3 MIN - g OR 3'-6" MIN. E:140 0 5 0 L - v - ❑ O O ❑❑ - o o_, D WATER TO INFILTRATE INTO THE I= I I D_ I It D _ D ' D - ' I<• O o _ , ,.. • `' I- R - E �o O G3 _ D. Q ❑ ❑ ❑ C7 ❑ ❑ Q, t, N , L , 'o N • N N L - CP CLASS V PIP _ o L • I N CRUSHED STONE BEFORE BEING / _I (_ o o , m 4 / o o o o o - / • ti - DURAFlLL (PLOWABLE FILL-DIGABLE) •- -•� .o ° MIRAFl FABRIC -I 2 MIN Q z Q IK DISCHARGED TO RECEIVING DRAINAGE = v _ Q . e . 1 v v • _ o •_ v: _\ / 12"MIN. I- 12"MIN. , t _ ' 'JI/ 6' DIAMETER " V . Q LINES/STRUCTURES. 'I I -III ' '' =' = ' ° D - , D ',' '° I I- \ CLD PIPE ' . o 0 o Q o o 0 0 12"MIN. t `` SPRINGLINE N. / _ \ 't, n n o s s o - o n o o n o 0 0 0 0 0 0 0 � -I I- o ��� - I I 3"MIN. • _ _ v _ v m v � v•'' v v �' / � � •,,. • . • �• I= PVC SD OR HPDE I' - - IN LEDGE AREAS OVERBLAST AT LEAST 1 i _. SPRINGLINE �� '/ _ 12"MIN. i. ' j �\ - _ ( I I) I =I I ( ir1l i I I i I-- --I I I-I L- I-I i- - 2-FEET SURROUNDING ALL SIDES OF THE SPRINGLINE \ - - -III- - - - = I -1 I l III- - - / / _ = = I=I =11 I 1.I =III=Ill- 1 = 1 = I- CRUSHED STONE (TO ALLOW FOR `�`- �' I 9"MIN. - '.'� •''+ �6"MIN. 1 I . -I ( I I (- I (- ( I-I I I I I I I I I- -I I I-I I - - -I I- - i•-• . + + . - • ��_ �.I _ + + + + .' i 9"MIN. -I i I-III -I t I ' \ \ I I-III I III I7.1 I I-- I EXFlLTRATION 6-MIN. - / \ -I -I I FIRM STABLE -III- I I - - - -' ' ' , - �" + + + CRUSHED STONE (3/4") BEDDING • : • : • •, ' 6"MIN. \ NO MIRAFl FABRIC ON BOTTOM SUBBASE \Z / -I I 1=1 I t \ \ / _) I I .+ ++, +++++, 9"MIN. + ' ++++++++ IN LEDGE AREAS OVERBLAST AT LEAST / / / CRUSHED STONE (3/4") BEDDING -III + + I + + / 10' MIN 2-FEET SURROUNDING ALL SIDES OF THE \ INSITU SOILS 2-CRUSHED STONE (NOT 2-MINUS) IN EARTH SHEETING CRUSHED STONE (3/4") BEDDING \ CRUSHED STONE (TO ALLOW FOR 4" PERFORATED PVC SIN LEDGE AS REQUIRED r / \ NOTES: / EXFlLTRATION). / NO MIRAFl FABRIC ON BOTTOM SDR 35 PIPE IN EARTH NOTE: / 1. USE SHEA CONCRETE MODEL DW-3SS (3' SECTIONS) DRY WELL CYLINDRICAL LEACHING (PIPE SLOPE-SWALE -IN LEDGE 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE IN EARTH ff BASIN (STACKAPLE) St DIAMETER W TH 8M COVER FOR W=30 LOADING (CONSERVATIVE). LONGITUDINAL SLOPE) NOTE: MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING I�N LEDGE 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE REQUIREMENTS. NOTE: 2. USE 2" DIAMETER CRUSHED STONE SURROUNDED WITH MIRIFl FABRIC. GRASSED WATERQUALITY SWALE MATERIALS, PIPE BEDDING, BACKFILL ANO CONSTRUCTION SHALL MEET H-20 LOADING 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE i REQUIREMENTS. 2. USE SPECIAL BORROW (MHD M1.02.0) COMPACTED IN 6" LIFTS. MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING 3. FRAME AND COVER TO BE LE BARON LF 246 (FOUR FLANGE SQUARE CATCH BASIN). REQUIREMENTS. I I BRICKS OR A CONCRETE RISER SECTION MAY BE REQUIRED. DRAINAGCTION3. MORTAR ALL JOINTS OF REINFORCED CONCRETE PIPE (RCP). t I E TRENCH 4. THIS LEACHING CHAMBER IS DESIGNED TO EXFILTRATE STORMWATER (ROOF RUNOFF) T2. USE ORDINARY BORROW (MHD MHD M1.01.0) COMPACTED IN 12" LIFTS. INTO THE GROUND TO RECHARGE THE GROUNDWATER AND REDUCE RUNOFF FLOWING Not To Scale FOR LESS THAN DRAINAGE TRENCH SECTION OFF-SITE. ROOF RUNOFF SHALL BE DIRECTED INTO THIS LEACHING CHAMBER BY DRAINAGE TRENCH SECTION UNDERGROUND PIPING (FROM THE ROOF LEADERS, DOWNSPOUTS AND GUTTER SYSTEMS). FOR EARTH COVER LAYOUT AND CONSTRUCTION OF THIS UNDERGROUND PIPING SHALL BE INSPECTED BY 1 18 " EARTH COVER 9! 1 THE PLDE (DESIGN ENGINEER) PRIOR TO BACKFILLING. 36 Not To Sale FROM 8 " TO 36 " FOR EARTH COVER OLEACHING BASIN DETAILI I I1 -.t To Scale I I . wooD \, Not To Scale Not To Scale \ DECK / \ // I \ 1 TBM#8 ` - - _ / Ii \ ''\ \\ `"10P,'c \ � I \ \ a 1 a 'r p / 09"I"10 R \ 1 \ \\ 1\ \1 ' � � \ L 1" CHAMFER 12" sr I w t I I\ / aF;o,, � \ \\ �' sw �, . \ -_ / �� . W/ CHAINTAINING 2 j \ 4"1REE I \ CSO �, \ i V� Va u\ P \ N Z �, -I I-III_ _ - WALL I-III=III-III: LINK 15 ER w PAVE FENCE iW � \ "CH RY S- ��rn� � \ \� v o " E p rna+a 777 - N ---- ----- 20"CHERRY N- " F 1 2 \ -fee21 mm pWN'• \ \ \ \ N IT �I //� �\ 3 TBM#11 151 z+ \ \\ \ ,o I rn \ \\ \ \ -I - D 1 = MAPLE 14"MAI 12 4' LE V/ \ \ / 'I \ IIII 11 3 .- 1 / 1 I I OBOULDER O 12"MAPLE 1 "I \f .r I - -- - --- 4"MAPLE / X150 \ BOULDER \Iss,S6 / \ � \7�O -_ / l \ , �\ \\ \ - SEE PLAN PIPE INVERT I z z iv , 3 REBARS I o"cHERRY BOULDER 54 - \ 'sa \ wooD w I - - BOULDER 153 24"TREE __ !6j 12"MAPLE \ DECK . FOR GRADING I � >_ 12 O.C. I_ . O 3 � c� CV I CLASS "A" 3 24"TREE 149 I \ \ I 151 \1 TREE ,- ,) � J 1 _ \ � \\ \\ \ \ \ \ N ^ry \ CEMENT DER � - - \ e•;s, .ss' s I \ ----MD. \ , \ \ \ , '3. I .. e _ _ 4 _ _ CONCRETE o O - -t - 151- TBM#10` "I !Rs N ,, �sA� 14"OAK 000 , I \ \ \ \ /�3 s`' / , .i_ •i. . •'. `:. -:, �, s, - s,- • �i_ - I ., . e, _ •i_ i, . 148 - � "\ 1. \ Tft� \ . \ \ I s e "` s, • s s s- s- ' -i -• • , n, s e` •, _-_ -'�.,rr I-_--._ _ __• n_n \ \ - , ' � I \ . \ J 35� `'. ; 0 - ° + IL - I 20"MAPLE 20"LOCUST I �r50� fes;- \ \ -- IIIii�' o� \ 20"OAK > s I / , e , , _ _ _ _ - - - - - - - - - -1 1.5" CLEAR: _ --' r ,* ( /; / i I - I i- I -I I - I - -I I- - I I I -I I I - �•.f " ) ;;moo a ' / I �''� ,6a ••• _ , I \ N - - - ... .. 1 49 f \ `, I CHERRY41!!IIIIIIIIIIIIIIIII, Goo 17 I III I I I �_ , _ / � _ , o / / I \> l '_ �::: Mi % • 3 4 CRUSHED STONE, 6 MIN. DEPTH. s HIGH t. •----- - __- 1 -�., 54� _ •- ' I - � / - - N y o\ / �� �� A `FIRM STABLE MDPW M2.01.2 18.. RET.WALL 74z /--147 - _ +1` _ �_ -74 - / / 6� \ +153.1 `" _�.{� ;. I _ 16 ////2% i- 4- �"t�`r.,.7� . �r PL��i�iL A i / / / -.r., L \ = - - a , 153.5 > 20"TR / - _ 16� / /16 , - \r-- 7 \ \ \ / / i` \ SUBBASE I // 146.5 r.: - - �r, '',,147. / I45.4+ �\t, I 1. / /- - �� _�, // /i i��!/// i" _ / �;. �d �)' PER GEOTECHNICAL ENGINEER SPECIFICATIONS - - `� -(; „ 1 r 140.9+ \ f, - >- / 3- EN D ELEVATION , I 146.1+ 4 / 3 - -� \� \ � - i / �,,�.,. `` - ` - )' J I 1.- , . 4.,,. -RRY \ 46 / I r I \:,�.,•.., / ' ,5� ,, J i... �/ /16 / / _ -�.. - \ \_ i�67 /X11.6 / - ` /// // �// ,/ / ^� - _/ /- J., \\ /. J / / I FRONT ELEVATION \ I � �P, . , \ �, 1 N" �� -- �`,; _- _ ---_> 4_/ - / / // �/ _ I / / ,5 6% -144.6 IS '� 6 NOTES: / Q 3.1 `'i - / +16b.5 / +,44:5 / 3 J 1 3� ' _ g/ / ' -T3g� r / •� 1. ALL CONCRETE DIMENSIONS SHOWN HERE c�-� 1 I I �� �° \ m �\ _ - _ , __i •_ _ --� :,_ �.\ i / # 44.5+ ti i / -� I It g /,�. ....:':,� ,.: , . .. .,..\ ARE MINIMUMS. /% - \ I RET RE.t \ i I LOT i ...� ( - o _ ,� \`��..� _ __ _ ,! \ / / / r- _,X I .,�L ,,,� / * n PIPE 1.5:1 SLOPE WAl i 145- I 1,1 // �• %_ ---- - .i�.�I;_ _ � � / / / .1� / v` 3 / 2. CONSTRCU110N PER MHD 206.4.0 AND - LOT 2 .1 / _ -156- �� i/ / \� '� �L LP DIA. �\ I 6..HIGH ! • # I PORCH # .L ;. l ►_ �-\ "i--l6 / :I�e� ��., Z"` /// / 144. + y - \ �\ \\' i'I / /� /•�`I� /'`ti I41 +155.5 I :+121 5 ALL MHD STANDARD SPECIFICATIONS FOR 1 RET WALL 1a� , I ` / I f _ / .: O I -149 / / 'L \\ \\ + I ' 1 5.5+': �': '__ .\ 32.1 \� V wa CONC. STEEL HIGHWAYS AND BRIDGES, LATEST EDITION. -�� 144.5+ I ° I \ ./ / ;%.:. / ,_- / i � + � `�\� i, )- / / / ; .: SNOW STORAGE I 44- TEp �\ / / i ;1 I LOT #� �,2 w �, I "� /�. / / / / I `'DETENTION;BASINI D L CU.YDS. LBS. ,,..A E PORCH I o �� I s S \\ \ \ \ / o° I +147.1 -- / "� I ,( a N\ \ \ (l I I / 1;6 I 12 5-6 1.08 21 1�/ 14 / °� �� j ' '/ ( / 147.0+ m / /, . \ _ t \ \\\ ,y\ / I I I I j \(SOUTH} HE ; 31 7 - \ 8 4 \ 'S� I / D D /�// \ ' I # / \ \ \ \\ `_ / /< I I \ _� 1.\ HEAD#�0/ I 4 ���. - ,4,.2+ ' s>\ !s\ __. �s,� LOT 3 / ; / �; / I I / 0 LOT ) I \ \ 1 15" 8'-8" 1.34 24 - U ,,� ,c. �_ / - ,' \ --- - O is \ / m 7c 150 A� _ / 1 \ ' - 18" T-6 1.61 30 :,�.�••►- \., l / I / - - ::��� \ / , I 1 m Z I I M S \ _ > >� - - \ •i 11 , 21" w 1 95 % .,% •:'.LP:. /:! / - - Ill \ - _ / / \�!") 1 t os \\ \_ - / _ 8-6 34 '+, / \ S _ ' l ' I / / ° \\ \\ � --_� \ , I ,4z '.- ': +141:5: 'e,�-- 1 ( I I CB#,o�� STEP PORCH -156-_ -J / / / LP; 1' /��. \ \ \ \ - ;, �. 24" 9'-3" 2.16 35 ;•;.; �1- �Z,i"ON / // DMH#9 h / I / % / PO CH \- �- LB#1.28 f `` , ' R f I ( III- / 1 / ` 1. _ l r - ., W j \`'=' //// k^0 / I I �i - 1� 1 \ t / d4� - \ 52.1 153 _ / / 1 �� STEPS PORCH 'jl / `j/ / �+� I✓ ;�; f NCRETE HEADWALL a 01 k � 4e- ///gig- - \ \J, N, w 4 ce#„ I , ��� +,50. -��.,+ , , t 7 I / , ,% / /, 7 B#27 LB 29 \ __ - - !! ,0 ,� 101/// 13$� % \ !� , -_ ( I III \ t \ h� - - - ` -- - _ �� � - _ �// - - - !u'p a NJ --_ _ + - 09; 123.0 4CULVE .r ! _� I I - __ __ - - -- -- __ -- -- - ��FOR 1224" RT - - _ _ _TO _ - _- -- - - - w �I --- .. --- - •- ---.. .. -- - ---- J Not To Scale I ,� I i 11\1-mv `i ;� \ - II � - P:1 III - I 1 ` ---- - ---- - - --A-1--- --- \CB#24 � \ I I I I CCB#26 ( 1,3 / I A J /, H#6� �\o,I ��,/�1 N :.�;,, \\ _ - \ /� _ ___ _ ___j I I I I I \ \ \ \ \ \I \ \ - I I I I L -__ ..--- e 1 W ) �s ' I --.L i I \,0 , . .:I, ! \ �o - - -_ DMH 20 I I I I I 1 _ ® DMH 23 I I _ �#403 1\ - FINISHED GRADEi�i�Q"_I / , CB#8 >tj - / -_ J # I �:' R r" \ 6" \/.r.,• ;y; `� �' UUJ ,`l t .%;�' \ l.�s r� . _ ._�1� , _ % A'' v^/ ® �o hi cv ,1°Ij ^•li ^ - -_ I _ 1 - -- `..� \ \ \\\\\ �. \ \ �" CB 25 \ l i .:". :....,1. MORTAR CAP � C \ I 1 p!n \ 1I _ 1 ,�� vh � V v - _ - - -P `..-,_. � \ \\ I�. / / ORCH I I, .,.^� _ - _ / CB#221 ^ ^ ^ __ - _ \ \ X 3-5 COURSES I f J /i 1 °\ , '34 / I IJ - - _ -- - _ - \ 1 \\ l --- - -- - GARAGERT / ; \ •�O j ^ / �' \ 47.3 \ . .��=- - - -- -- --- - ---- - - 4___ -==i I �PS PORCH \PO CHMORTARED BRICKS FFE=13x.71 r / ;' \ / ,�"� / ^� �tI :/ / ! ,^ ---- ----' -- - - \ 4_ �� I M� I \\\\ 8" 24 " . 1.'1. NOTES: t-140 ; /;' 13 -' J \ 1 .1+ ��1: � �" 1 (1 136. 0lMI'1 1. FRAME AND GRATE TO ( -3 J 143 , -, \ -- -137- - I ;I 1 < + 1 r OPENING ';li (i �, _ ( \ / l / / 6.5 E3 z z BE LE BARON LF246 ,�I i - o• v \ u� 13 ; F .;� (SQUARE) FOUR FLANGE ,36 i 7 � L #= -142-- +146.4 1 / \ \ �° \` l\ I �1° �� \ ( �• / d, / \ \ ^f LOT #11 I t\ I._ U �+ r; 5" MIN. 2. CATCH BASIN HOOD TO " �1T5` 139 i //' #4 \ _ \ / - '✓ I N f PORCH ' °� % 1 I ..; PORCH � \� \� ( e I I II.- N BE LE BARON L202 FOR I r \ /l f1. ;1 /\133 / F` 133 - ��_ ��, \ I LOT 8 �j., I r1 �° w w �1 ® " 12 AND 15 DIA. PIPE. PAVED Jr �I h j / \ I-y/ s\ .N \ % I # I \ HP: i PORCH / LO 'S O +133.0 __j 3. SET FRAME IN FULL BED DRIVEWAY J 136` , 3 �' _ / -1 / \ LOT #� I 4.. 4i � �' LOT #9 f T #10 �1 I ) , y r '. 48"t 1" DIA. OF MORTAR. BRICKS 134 �< / \ \ NV6 ���� I / -� 132 \ _ 1 I \ I 129.5 r-r,.. 136 0 1 u 3 ' ) CB#2 /i \ \ -1 / s ,• -\ \ �_ 1•� I �� ��4� 1 \ ? 138. + rn i; (3-5 COURSES) MAY BE z I \ STEPS ;` �, 1 ' T +150.9 i O LA +132.7 I \ \ do-_ \ I PAVED o w 1 - ! \ / 6 _ SED FOR GRADE DRIVEWAY # ti; Y +137.5131 I I \ s d' ,. .. _�_.,- }142. L.I.I -- "� - � LB 3 , .�-� '�.,� 139.1+ - � - t \ � w 1 1 I I I ) \ 1 ... ...� � ,f i o I i, I N133 / . HEAp5 W F I STEEL ADJUSTMENTS. TBM#1 .� / ----- -/ �, I r;� ALK-OUr : I I .'°" �. I I 137 I� 4. MORTAR ALL JOINTS - - 1.• \ ;\\C.��� PATIO T_N�11�q_ / - I; i• «. 139.1+ I i r +147A \ ) J I 132.6 _ UT 132.5+' g� / I t ��'. 0: RE-BAR CB#1 '�' � �-\=C r� - . "1 / I �, I � �A ^' / o`P /' I I 137.6 WALK 0 f 13 </ PATIO 1 I < 'I 5. PROVIDE v~ OPENINGS / _ � - - 1 cn _ A° \ �, ^� ._..- ,:-` gNO1P: STORA E .a I N I I J ,r \ I \ c \t. _ ' ..C. PATIO _ , .r WALK-OUT ^ / �,� ' \ + 133.0+ 'I / - 133;_ 40 ( ) > w TYP ---- FOR PIPES WITH 2 - o , \:. ; ;,.. 30.E - 131- /. ._ �' / \ \ - - / / _ ffiSPINE 1 .\ . _. :.. 1�\ r ( I 46 - - - l �- 1 `' / _ - 1 ; r � 132 N , \ :••�:: __ - _ , _ _ ,, '-• ;' { cuR ( �• -- _ --- �: '-:'.. DETENTION H 3IN•.}�; , . .. .. -�=>•�': 1 ' � � 143.1+ � '- � - _ � i'- i �� 14 140.5++ � ` ., : cn CLEARANCE OUTSIDE a cu,1 <,. FOREHAY l I, ;. 11 145 1 1-r.- - - - -._has :�\` WALK-OUT • / / 138 _ PATIO / _ < _ a HOOD DRAIN _�__- , -- : . \. .-130" , . 146.2+ -. _13g / �� ; > I IPE. 9:5+. 3 NORTH +. \ t • 144 PATIO 13x.5+ / __t 1 CLEAR PIPE c a� E.BOX , ---- ��,63 /cr .- . 385 _ a3 JL. EX. :� 30:5 , /- f.♦�!�c' 14 \ r ,- - 1 "� 138 �.� - �' < ra. - cO '+LP:129:5• 1 3 _ �\= / - /1 - 11 �" ti N 1 RAFFIC i �� 6. PROVIDE MIN. 0.12 SQ. c.sl � �-- -+ 1 1 y ,_ - p �, - - - 4 . �� 42 �. � -•137 X - �_E 3 Z 1 - fl w _ Qa,f PATIO A R _ - L _ K ' -- 1 1 - L� 3 y RfP = - I I ri 1 --- - 3 •1• 6 .r ly AFF - J- �` TR � 1 l� 4 - - i I STEEL PER FOOT .� - i - r �--- 8868 '�• _ - 1 3 5 I° # i HTPOLE _-,,,�.. .- .... • . .•• .. . . •...•: •.:�..'.:� ���•--f..- --j"_ -- L.. --- -- � �-/ \ 13 i .i-i "i z AND � - -1 1 r _ - r. s i� .. �V VERTICAL A LACE _ - __-.:�. • . . .. . EAD w... - 321 3 2' ': , (VERTICAL) RIM-130.96 H #4Q. .n��"- / 6 _ 1 a 1 j� '^r- 1 i - '�+�. n - - - / - 3 Jr! - i 13 135 i - • n AAS M199. INvouf=1ze. 1 --_ ---- -- I3 -- , . 30 rRE: 1 - 1 _ 5 - , _. i \ PER HTO 9 131 2 - -0 ---- "' -`=`-`-�' 135 _ 36 -142 1..- 3g _ 133.- -_ / ', ` �y s X30 ° _ 7. CONSTRUCTION MATERIAL .� - I 1. - `7 ��-' I / ' ' -Z EX.CONC.SIDEWALK am - 1\ 13 ' ' 131 - i . (/1 n, DMK /8887 WHITE LINE � 13 b 5' MIN. FOR STRUCTURE TO ' - � �1 RIM-132.11 3 34 l._ / 13�1 135.4 1132 1 _ 1 1 �..G 34 �yS _; R CONSIST OF CONC. BLOCK ti INvi,►=l2s.s7 �� 131 i 5I- _ __ � 131 - - - - = - - - - - '_ - 130 -- - - 30- -- - -/ -- - - 1 r - -- - - - 123 SET IN MORTAR OR PRECAST `� (ti INVtn-125.93(#6868) '� cuRe EX.12"D + 4M"'��-� 4 - - ,�._,- '_-'''- _1- _,'27 �!� �"��� SOUTH OUTFALL CUT - - -- - _ -- - -- -130 - - - - - - - -- � / INvin=121.74(#8B88J ,, NORTH OUTFALL ��-` ""'�"'��-� .�..�.�.� -- - ' • '` CONC. WITH A 28 DAY � INvout=124.x4 - __ - .-1.i`�- ..- . ..,_. -1.����� � �� am r i _' N • COMPRESSIVE STRENGTH \ ��� s �...�■� ;�.�� � � � •I�� � = � �� �"'� 4 1 OF 4000 PSI. G a DMX #6886 CB #6865 CONCRETE SIDEWALK 9 / `/ 1 RI -122. -c WHITE LINE \ 12 - 6 , RIM-122.93 I _ S ., , __ CF MEDIA, - RIM m RIY 123.5? �ti • 8. INSTALL 8-FOOT LONGT NE __--121' )- _- - N1'out-1zb.os a r INvt•►-125.61 8 ' 5 MIN , - NVin-125.19 J2 47 INVovt-120.s9 . o I1VVout=125.51 - - `- WHITE LINE VGC GRANITE THROATSTONE SCP 1 \ I _:, ' - AT EACH CATCH BASIN. 1z��YRcp) '--%I 1 \ \ CL - • • • s • S • • • • •` • • _ w E LI 4 --' _ �,- WHIT NE 0 IN I- -_-_- -_-_-_-� ' - _-_ Z _ ,, O -I I -III I I- -I -_ ,,�.L --�_ "-15`• � \ \ \ \1 714 1 II IIII I-I I I - III- STOP LIGHTo �CP) �___ TRAFFIC SIGNAL AT 1ST co 3/4 CRUSHED STONE, 6 MIN. DEPTH, R&A9.1d�S11 TION DMx #ses4 TnIRM-S-TAB-LE w " � - WHITE LINE ' RIM Iso 7s \ CD SUBBASE MDPW M2.01.2 --_ _ INVin-124.27(#6865) cV PER GEOTECHNICAL ENGINEER SPECIFICATIONS INvin=f24.2s(#68ss) 0 13 ________ ' INVir=127.13(#6885) \ NUE ROUTE 1NORTHBOUN-__ ' _ ti 1 -_15^ i INVinr/2b.81(#68bej \ HIGHLAND AVE � � 'TE LINE ¢ �j, DYRCP)�„____. �, I______ INVout=124.26 \ � 15"D(�P) Irl. 0PRE- CAST DEEP SUMP m -�---- _ �_ - a ----------- 15-D(RCP) �1�� _ ?g 11?& '� 7 G ` RCP) DMX #6861 �� \ ------- --------------- --� GUTT53yLNE_4 -9d-':Ad-5='3-- - '\ INVin-120.73 862) RIM==124.81 ' � -� 15"D(RCP)"-------- � Wtir rE LI`_ DYN #8888 `� (#6 z CATCH BASIN DETAIL R!M=,92.15 CB #6666 _ __ -_�-------- \ INVin-118.77(#6883; w , ---�_ \ R� I Wout=118.32 RIM=126.91 W Not To Scale INVoutOf25.91 .y ��_ � / INVout-�f2 fI5 � �_ WHITE LINE Q r. _--- -. ---.__. - \ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY LL: DMH /w 137 \\ DMH #6885 DRAINAGE STRUCTURES CHART RIM-131.61 191.61 '* WHITE LINE \\,IO • ��P�`" 10F MAS`r90, cr) , \ TEAM. o= SCOTT IAN yG o NOTE: MATCH ALL RIM ELEVATIONS WITH FINISHED GRADES AS REQUIRED. cB #x821 I \ F PATROWICZ �, Irl, yuan / RIM 191.x2 \ OWNER/DEVELOPER: M CIVIL o STRUCTURE NO. RIM ELEVATION INVout ELEVATION FI_EV. FROM STR.Nn. HIGHLAND AVENUE \ SOU , PAUL FERRAGAMO 9 Q. /ST 56 O I " \ THB O UND �9 978 977-9801 AVENUE, SALEM, MA 01970 Ao F \�Q CB#1 131.62 128.62 129.0 4 PERF ' 9 O/sTE vCB#2 131.80 128.80 129.0 4 PERF - -� \ FS 0 LE �' LB#3 132.20 129.96 128.42 CB#1 - - �- _ ATTORNEY: NO. DATE DESCRIPTION T 128.34 CB#2 396 -- _ - GEORGE ATIQNS rn 129.70 LB#4 131 _ RONAN, SEGAL, HARRINGTON > LB#4 132.80 129.80 128.80 DMH#6 I # 59 FEDERAL STREET, SALEM, MA 01970 I C HEAD#5 N/A 129.80 129.80 LB#3 (978) 744-0350 X107 0 M in rd AV gDMH#6 135.70 131.00 131.80 CB#7 #400 ARCHITECT: HARRY GUNDERSEN , I r F= 0 CB#8 GUNDERSEN ASSOCIATES wVm0ff1h' E �UM1N1 � 1 % ff""""`I"`I""`I""I 131.80 OMH#9 20 CENTRAL STREET, SALEM, MA 01970 & CB#7 136.00 132.00 133.50 4"PERF Q CB#8 136.00 132.00 133.50 4"PERF jglo" U POMP E=f Tj (978) 744-1000 CD DMH#9 144.10 139.00 141.00 CB#10 DRAINAGE PIPE CHART NOTES SITE ENGINEERti 0 141011w,: 4,.00 ce#„ NOTE: ALL DRAINAGE PIPES SHOWN ON THIS PLAN SHALL BE PVC SDR35 PAIR ICZ LAND P.E. LID STORMWATER MANAGEMENT M 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE PATROIRCZ LAND DEVELOPMENT ENGINEERING ! w UNLESS FINAL EARTH COVER IS LESS THAN 36", THEN CONTRACTOR SHALL 0 LL CB#10 145.40 141.40 142.00 4 PERF FOLLOW ABOVE TRENCH DETAILS. DRAINAGE PIPES ARE MEASURED BETWEEN ,159 SURVEY CORP., FEBRUARY, 2000. 14 BROWN STREET, SALEM, MA 01970 E CB#11 145.40 141.40 142.00 4'PERF �•,. (978) 838-8400 for CD CENTERS OF DRAINAGE STRUCTURES.21 2. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW-0.0). ' DMH#20 146.30 142.00 142.52 CB42.74 #22 FROM STRUCTURE TO STRUCTURE SIZE I ENr FTl ' CB �( `� � TBM #1: PKNAIL IN SIDEWALK, ELEVATION - 131.68. FIELDS R.L.S. OR: 1 1RESIDENTIAL LOTS I I,,,, #1 LB#3 12" 10 2.0 TBM #2: PKNAIL IN SIDEWALK ELEVATION - 130.69 GAIL SMITH, R.L.S. U CB#21 147.10 143.10 144.50 4"PERF CB#2 LB#3 12" 23 2.0 NORTH SHORE SURVEY CORPORATION w CB#22 148.70 142.70 144.50 4"PERF LB#4 LB#3 12" 5 2.0 TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' 14 BROWN STREET, SALEM, MA 01970 for (] site at (978) 744-4800 j O DMH#23 130.00 130.00 130.80 CB#24 LB#3 HEAD#5 12" 8 2.0 TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' 405- 427 HighlandM 130.80 CB#25 DMH#6 LB#4 12� 38 5.8 TBM #5: PKNAIL IN CEDAR STREET, ELEVATION - 124.00' # Ave. CB#7 DMH#6 12 10 2.0 TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' z CB#24 134.00 131.00 131.50 4"PERF CB#8 DMH#6 12" 10 2.0 CB#25 134.00 131.00 131.50 4"PERF DMH#9 DMH#6 12" 82 8.8 TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION 161.08' Salem, Massachusetts cru CB#26 124.20 121.20 122.00 4"PERF CB#10 DMH#9 12" 18 2.2 TBM #8: TACK IN STAKE, ELEVATION - 170.09' M CB#27 124.20 121.20 N/A N/A CB#11 DMH#9 12" 18 2.2 TBM #s: DRILL HOLE SET IN LEDGE, ELEVATION - 168.04' APPROVAL UNDER SUBDIVISION Date: October 13, 2009 c LB#28 125.40 122.70 122.20 DMH#23 CB#21 DMH#20 12" 18 2.0 TBM #10: SPIKE IN TREE, ELEVATION - 154.41' CONTROL LAW REQUIRED: PLDE 99-34 Scale: 1" = 20' Sheet 4 of 8 ,22.70 4"PERF CB#22 DMH#20 12" s 2.0 SALEM PLANNING BOARD # 9 LB#29 124.50 122.00 122.50 LB#28 DMH#20 DMH#23 12' 125 8.8 - 3. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION Land 0 121.10 CB#27 CB125 DMH#23 12" 5 4.0 OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES Land Owner: Paul Ferragamo � 120.94 CB#26 CB#24 DMH#23 12" 10 2.0 SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS 419 Highland Avenue, Salem, MA 01970 I � DMH#23 LB#28 12" 95 8.2 8 HEAD#30 N/A 121.80 121.80 LB#29 LB#28 LB#29 12" 10 2.0 SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. 3 CB#26 LB#29 12" 26 1.0 GRAPHIC SCALE PATROWICZ 9 HEAD#31 N/A 123.00 123.00 SOUTH CB#27 LB 29 12" 3 3.0 4. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL a.M DET.BASIN LB#29 HEAD#30 12" 5 2.0 20 0 10 20 40 s0 FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAVSTATE LAND DEVELOPMENT ENGINEERING H€AD#40 CB#6865 EXISTING- 12" EXISTING EXISTING BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQQIREMENn FOR Q9N5TRUCTIoN . ANY CHANGES TO 14 Brown Street, Salem, MA 01970 $ CB#6862 EXISTING EXISTING 121.00 HEAD#31 - - - -- - • -- - ) rn HEAD#40 N/A 130.60 130.60 NORTH HEAD#31 CB#6862 12"HDPE 136 1.47 THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE (978) 836-6400 •� OET.BASIN (NOTE THIS 12"D CONNECTION REQUIRES MHD APPROVAL) 1 inch �4ET )ft PLDE APPROVAL IS NOT RESPONSIBLE (OR LIABLE) FOR FlOID ALL ELD CHANGES(CATIONS ON MADE WITHOUT HIS PLAN AND PLDE APPROVAL.COMPANYING DOCUMENTS. NORTH SHORE SURVEY CORPORATION CO CB#6865 EXISTING EXISTING 126.00 HEAD#40 14 Brown Street, Salem, MA 01970 DATE: (978) 744-4800 c 9 i.i _.�._�.,-�,_.,. ._- - " - 11__­­'­_­_. �... . __�,__�..,_ _4,_.... . , _.._ _ - - .. - ,. _._ - k • I a BARRESCIRC ' L I I #22 ! \ I #12 \ I � #14 #16 I #18 #20 #5 #6 ' \ #3 ,�` I EXISTING VEGETATION TO REMAIN AS IS -- _ 00001 400 00 0000� ' ` dop 7 - --'`�-'�---. EXISTING VEGETATION TO REMAIN AS IS - / r •� 9 LOT #1 IDT #2 #435 1 FFE_148.0 FPE=150 0 -FPE-143.0 FBE=146.0 ` \ I FBE=139.0 PORCH INvout= LOT #3 PARCEL A 144.10 FFE=162.0 SNOOP STORAGE I INvout= PORCH FPE=157 0 LOT #5 DETENTION BASIN !� 135.60 � 3 FBE=153.0 LOT #4 FFE=146.0 - (SOUTH) ' LP FFE=157.0 FPE=141.0 INvout= FPE=152.0 FBE=137.0 LGHTING (FlNAL HEAD#31 !,\ ® � CB#10 SO ♦ 5 150.86 FBE=148.0 HYDRANT (FlNAL HEAD#30 , \ -n BEND � J �� - �-� CO LOCATION BY I �•o �. �o �� ��' PORCH LANDSCAPING: ENV.ONE LOCATION TO BE OTHERS) SEE DETAIL f \ DMH#9 D� 1 EJECTOR ENV.ONE DETERMINED BY FlRE o I `f' / ® PLANT 11 TREES PUMP I EJECTOR ORCH �. PROTECTION OFFICER) / LB#28 `�' R N / WITHIN THE 3-FOOT (INSIDE PUMP f ----'" t 'I• WIDE GRASS STRIP PORCH 3 BASEMENT) ; (INSIDE �50LF 1.5"S PV SCH80 J Spa35 109 _� :► (SEE DETAIL),. f BASEMENT ° �LB 29 ! SO P.IG LF 8N C 8"w 5OLF 1.5"S PVC SCH80 (FM LATERAL) C8 27 > BEND S CB 11 INVinJ= (►'V 5 5�'_ 142100 SO (--M LATERA�..�� �. - SO % I a 138.10 3 - 7 1 HIM=141.5 ---M- SO l I \ J ' /• /�� � " CB#24 - ,/ CB#26o #401 / i SMH#3 INVin SMH04 -� �, 8 " 8 W W MH � 143.82 W 705LF S W(CLDI) /\ _ SMH#2 RIM=142.60 RIM-150.15 170LF COMMON SEWER FORCE MAI - JN SYN #17f8 i 4 0 3 ' �,,� RIM=137.60 INVIn=135.20 s `� S CHIM=147.5 INVin=145.15 FM BEND_ / i \__ _ ® - ` Rlx=fzz.z6 f' _ ,`_ SIZED SPEC BY ENV.ON� �-- J DMH#23 j INVin=130.78 INVout=134.70 ® `sC� INVout=144.15 ) - �-' - �- � 73LF ��Q INV{n=114.20 / _ _ ��� INY8ut=130.28 11`0 Q'� 3 _ r© DMH#20 \ �� \ r�CB#25 - 1 SO ® 1.09;MIN 1` INVout=114.14 f': I #4429`INVin= PORCH \ M- 0 130.16 •---------- -- --- _ --------- ------- - PORCH ' SO� CHIM-132.16 PORCH \ .��_ "S(Pvc) I 1 I ) A• LF' 6"S LOT #g INVout= f S® \ 50LFA /1 INvout= FPE=143.5 FFE=144.0138.83 j,OZ' #7 'oma Sou 1.s~s , \ 1.5"s \ PORCH LOT 10 , LOT J. ® - 129.31 FFE=149.0 PORCH --\ PVC FBE=135.0 -- PVC SCH80 - 4 FPE=148.5 INvout= _ # SCH80 PORCH LOT $ � � �, s FFE=142.5 FPE=137.5 r � �INvin=128.44 FBE=140.0 142.77 M=153.0 (FM LOT #9 \ (FM i EJECENV.�OR NE FPE=137.5 FBE=133.5 " . r LATER CB#2 ,� a ��LB#4 J Z� FPE=152.5 LATERAL) EJECTOR FFE=146.0 /�, PUMP / ENV.ONE � FBE=133.5 Q FBE=144.0 FPE=145.5 \ i (INSIDE _ PUMP i BASEMENT) 51 LF 8"S `LB#34 HEAD#5 PATIO (INSIDE FBE=137.0 i (PVC SDR35) l _� BASEMENT) i 01.0% /v FOREBAY PATIO , PATIO - LP*........ �- BEND o,^�CB#1 SMH#1 ( `, -, �N`' PATIO i 1 RIM=131.44 _ INVin=126.56 i / Hw INVout=126.06 SNO1P STORAGE � � � PATIO ` -� 1r ' "••••• DETENTION BASIN ' TMH �'-�- �S r-'----- .................. PATIO HEAD 40 ' - --------' ..,..... NORTH # � I 1� R J y f j V OHw' RIM-130.96 �- ,• -� INVout=126.31 '- -a._ -se 1 ON ` _'-. , 4 N3 \ r+ce Ya{ ................ ... ` 1-� - � � � } TO REMAIN AS S� r''rJ✓ j/ uer i -� SY$ ass �_ Fo ......... � ' ; I k RIY�131.40 L INV{it=125.05 \ - ,� 1 1NV{nt12C.24(FY) \ -�Td� )-_ ��� .. ! -- - EX.12"D --�� EXISTING VEGETATION TO REMAIN ASIS `J �� , INVouts1z4.99 \ ---_-- I� INVin 1.25.55 \� 3 ------ Lf= ......� �.� n _ i - �.,. oHw..... ............ LIC --------------- - OHW ,.... 1• I - - - _ bu+ --------- 66 f.fir.. ..�.. � ......................... DYH 1/6866 �__ -_-. _ - �" � - _ CB #6865 - _. � .L..... ................................................... LP _•"�----..= CB /6662 /� ---� UC fb RIY 131.87 --.: -'----- IM'{n-�f25.f9 -Tdu J--- _"------ RiW-f29.59 LP. INV63 - - ------- _t1Z i - \ INVout-125.08INl'{n=f25.bf oZ - - S ..........., . Ii RIY f2 9 _ weT•. 1 0 ...... `, a ---e---- --eseTMH wer Fo+cQ Ya{ --- TMH _ _ - 1 TMH TMH -�Tdl(UC)_.� ---------- I - / SYH #3835 DMH /686 - - _ _ \ 15 DYH 864 '- _ _ ----------------------------------- -- j { RIY=!32.11 -� _ _ _ \ o q'X�Cp) _- -- 1 - ----------------------- _ _ Tau ) 'S I 4 _ _ \ T•S&V '�'_ l RIM-130.73 __ -- / 0 8 - ------------------------ !!! INV{r►-!25.37 RIM-123.62 INV{n=1z5.93(#6868) y _ _ , INv{nefz4.57(�ssss) U 1Nv ,�t r1s 6 _ ------ ----L'Sawer Force Ma{n---------------�/------1/ } / INV{n- 4.08 { INVin-f24.74(#6888) I 1` -'1�•- _ �------_�__�- INV{n-124.29(#6866) - _-___------- ----- -- �--J-�- ------------- -------- --- --- --- INVout-124.34 ,, -._._._ _ , IL.{n�127.fs(/6885 --- ��-� ------------------------ - - _ _ , •-1s•• (C -- INV{n=f25.sf(#6886} i (apprva.loc )- - _ _ __ -+Cpl'--�__ INVout=124.28 I / ,16" lotion) \ " ionJ !' 7 NORTHBOUND � aP,„�xI \ _ _ _ _ ________,�. P NUE ROUTE 10 _...... � ) yHIGHLAN - _ - --� _ 1 DYX/6888 I --- -- 1 --- -- , % RIY=f92.16 \ 1 _._•_._ _ __._-- __-f5 -� --------- RCP , % INV{n-120.76(1/6862) - _ - `. D( ____----- - f NV{r-118.77(#6850) \ RCP) I _._:_ - ---------�, INV{n= 18.Z9(-N6683)- _ /6886 - - DMH #6863 I T10.32-T10.s2 1 RIY=f30.92 - _ Rllf=f28.3f ]c INVout=125.81 _ _ _ _ - - _ _._. INV{n-12f.68 ...... ._ - - -•_._ INVout=12145 1 _._ -•- - 'v 1 ------ ---------------------------------------------- 392 LP. 1 tla DMH #6885 ` %` RIY=131.6! S 0 UTHBO tJND `HIGHLAND AVENUE Q EYH RIY=126.f9 - -- s _ y� 440- 450 \ CB /6851 LP* ! I \ � •� RIX=131.32 \ , SYN #3432 I 1 ` RIM-131.75 -� #402 1 \ INV{rr=f26.38 �- -- LP.* -- - 1NVout=--7 #396 - - - LP.* f P. #400 PLANS NOT FOR CONSTRUCTION PLANS FOR PERMITTING PURPOSES ONLY ��. _ _ 11 f,•, �N of M ENTRANCE TO gss9� PATROWICZ un ~' TEAM: o� SCOTT IAN yG AND EGRESS FROM 0 No. y OWNER/DEVELOPER: 9 Q HIGHLAND PLAZA PAUL FERRAGAMO A9oF�c1ST�- 419 HIGHLAND AVENUE, SALEM, MA 01970 FSS%ONAL��'\� 1� 978-977-9801 j ATTORNEY: 0. DATE DESCRIPTION GEORGE ATKINS RONAN, SEGAL, HARRINGTON I! 59 FEDERAL STREET, SALEM, MA 01970 (978) 744-0350 X107 N NOTES ARCHITECT: i 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP., FEBRUARY, 2000. HARRY GUNDERSEN swami mlhrk EFINIT� 1"VFE GUNDERSEN ASSOCIATES 20 CENTRAL STREET. SALEM, MA 01970 rf � 2. 1!•IIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES N(978) 744-1000 SHOW 4 ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR 1 I TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES SITE ENGINEER: SU &W Emil/ I'RUH I S I UAO!hk BEFOFIF, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. SCOTT PATROMCZ, P.E. PATROWICZ LAND DEVELOPMENT ENGINEERING UTILITIES & LANDSCAPING lw 3 . ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL PERMITS, LOCAL AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY 14 BROWN STREET, SALEM, MA 01970 IOF SALEM DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. (978) 836-6400 for ' FIELD SURVEYOR: 11 RESIDENTIAL4. IF EXISTING UTILITY SERVICES ARE TO BE USED. CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL GAIL SMITH, R.L.S. LOTS I INSPECTED BY TV. IF THE SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED), IT SHALL BE FIXED AS PART OF THE UTILITIES PERMIT. NORTH SHORE SURVEY CORPORATION 14 BROWN STREET, SALEM, MA 01970 for a Site at f 5. 1HE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED. (978) 744-4800 _• #405- 427 Highland Ave. 6. 1HIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. ,•; 1 TT TT T Salem, Massachusetts ;f I 7. ME SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR APPROVAL UNDER SUBDIVISION BDIVISION m TAT E -_ Date: October 13, 2009 REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. CONTROL ROL i�t1 IIOT REQUIRED:D f � � PLDE#99-34 Scale: 1" = 20' Sheet 5 of 8 SALEM PLANNING BOARD 8. F'iJAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONDITIONS (FLOW dt PRESSURE do SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE UNE IS T f SIZED BY JOHN BECKETT. Land Owner: Paul Ferragamo 9. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING INSPECTOR AND/OR CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION 419 Highland Avenue, Salem, MA 01970 / FOR THE PROPOSED USE OF THE BUILDING. THE EXISTING AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED -TO BE FULLY SPRINKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES: GRAPHIC SCALE � PATROWICZ I 20 0 10 20 40 80 10. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE LAND DEVELOPMENT ENGINEERING BUILD VG CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE 14 Brown Street, Salem, MA 01970 APPRWAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. _ (978) 836 6400 ( 1N FEET ) 1 inch 20 1.k NORTH SHORE SURVEY CORPORATION I 14 Brown Street, Salem, MA 01970 DATE: 978 744-4800 I _ _ is = i j � ' - - _-1 _ - ,- ­____ ­. _ __ - - - , _ . .. __ .._ ._ _.. ._ , ._ ._ _ _ ... __ __ _ . _ . _._ . , __._._ _• _.--. ---__ _. .. _ ._ _.-�-_ _.____..-_ -_ ___ _.._- _.. .�.. ... • .. _ _ . _. � .� .�--., __._- _---- ? i.. I I - -_ I I \ . I I I �� _ -`- - / \ . -.-" , . : i I _ : � I ":, �_ . I 11 I ,__� I -,�, I I -_ I ,_�- I I 4 --�_ j ---- BAR - ry _ 1 - . r r I I . 11 I ­ 1- I I I . 1, I . 1 .11 I ' I r . 1 . . . IV _. ES _,____� ,, \ 1". I'<, I CIR CL 1""-, 1-1 _ E j _� �- - , , I,-,---, \ ___ \ \ I _ , , ` 1�11 ; _____ I �.I " . _ _ ,. .,__,_<--,­ - `-�-,-,>- , / \ i _,­�-':-, _�-,--­- ,�,.� 7 \ ?► , ­, ,-,,-:�-� ,-, 1t / _­ ...:11,1 ...__ .­ - : .-. _ " � , ,,-, 11", ','- _­_." - - -- I � �__, ,., .. / 22 -1 �� , I ' ' - ' ' , . -- : 11 .: -1 . 11 1­�-, :-, _ . I 1":1.<, -, ­ ' 'I . - _ 1 1 . I- 2 -' -_ WOOD :: _ / - _11�1"� ,, _',. � '.1 - 1'.-::-.: --_ , .-". ,,,__. . _. __ ., , ` �; DECK '/ � , I :1 I ',,:-, `� -, .,.,,­,��,�." .. . \ ��.�. -11 ---� . ,:,- -. -1 _- - , , ,-,. I I -- - " I ,,., , I , �. "", -. , _ 11 I .'I,' .", II ' ' " 11 . "I'-, -,-­ -1 " I \\ \: // \ -_ - 1 -�, , . -I I 'll . , 1<1, ' " 11., - , > I.,: ,_ __1_ .", ',".1. I� --'-- -. .,:_�,-__' ':"",,,, 1 1�� - . - �1_ _�� �41. , I , ,- ­ ' ~ �� , ' ' I .. TBM#5 \`�� . "-:" _ -1. .. .., _,7_`11". '.-` ., ��_ .,. I _ # _ . I / ,, I 1., - .i ,_,-,,- I ,,��_ I \ \ V__ , ", " 11:1,11 . "I_�­ �6 \ ". " ,, , ,,,_ :�,_ .,... . - I ":, '8 1 1_ _ ": ' ' -,. I \ '­ .' 'I `-,� I — ­ ­.- ' ' ­ 11 .�--­.',:...':' '�`,' ��-- ..,_", / - I , . 1, -­��". . . ,, . 1 ,"­ ­,_ _ ­-,-, "'. -_< 11. >. . 1 I "'. � . ". ., 11 � -11* -:-,-:.,201. 1-. 1 ., \ , .,,, .,­ i- ,_", � I - , - . - - ­ ; " , . . . , ,o I ' ' 1 . I �, I., , 1'11 � � - I ­:": � I I ­ ,_' - - - - . ­ 1. ' .. . . ­ ­- - 11 I,- __ - , ,� 1, --`_-�Z� I- _ " , -, I ,11.1_ - \ I ., . - .#5 nI.-, - ___ __ " , 11 _ I " -I -1 ._ -1,11- -I \\ �/ I \ Ia " ,-,', , " 1--, wooD \ .� I i DECK /" 1 \ _`. <.- ' - I ,• ; TBM#8 ` \ \ - a� \ �: :" , --� _ 7- , .. " I T� _�T --,I- ,� I \ \ , , , i ' t� �, ;Ao - #6"-\ �� \ I l ��o� \ \ \ - a � \ \. I \ \ \ f N \ ��3,6 \ 1 W \ 1 . _ I-, STONE RF7 9 f� A 2- R__ a CHAIN LINK F wALL 2 ' T /�''lP�O ` � '-" s u` - f r - I ENC L'i"I \ 15"CHERRY c s s Jcp \ \ \ / o 2 PAVED DRIVEWAY o a+c o \� �'o o � E !y t \ o \ \ N 20"CHERRY 152 J 9ll�l �� �'�' \ I \ \ \ . vo 11 TBM#11 5 -- \ \ T ' 7 Q _ 14"MAPLE 14"MAPLE O 12"MAPLE MAPLE ! z/ \ 4*0 V �, 3 _ i OBOULDER BOULDER \lS 86 \\ �,� v \ 4"MAPLE / X150 \ / 5� I \ m \l�0\_ 4 \ �\ , \ \ \\ \ \1 , ,' '' / \ 1. 184 � � � ` I •�s 1 1. \ \ \ - i \ VA / I '•.20"CHERRY BOULDER I- " �' ` 6. �\ \\ ` ` Y.^JJ \, BOULDER 53 J_ K _ -- 3 Pitt- _ ' 24"TREE � �. -1 I � '� ls) .12"MAPL � �\ .�` - ¢ 1 -_ 1 152 t,7k�R - � \� , \\ \ � \\ \ \ N •�N < 24 TREE - I- \ s, "6s 1Ss '-MM 1. _ \ ` : \ \ ! . - / t4,I Z BOU DER - __ - - 1 - - . 151 �' \ \ e0 p/ y \ ,6 , 14"OAK ' \ \ +�_\\ \\ \ \ \ .1 J, I \o 4 - - - __ __ TBM#10 \ fRs v I \ \ \ \ /�3 ;� V) 48 _� _ / ." , _ ' lis" 20"MAPLE 20"LOCUST -15p \ -��+152 \\\ \`� � ��� 20"OAK 6 \00 \°3s �� I \ \ ��, ;0; \ \ 1 I4 , 1� i 23"CHERRY y % i i -1 /1 -, . Ja. _ __ - _ __ -, -1 , Yaw CEL }�. 11 I �� I� � s AR A - / , s HIGH 1 --147- - _ +147.5 _ ,_ -- 1¢6. ). _ _ _- .169 ,,-,, i i/1 s "� '_ > �• ' I ,(\� / /N , c� RET. 47 / _ _ _i / =}_ I `./ Z. __ / / 16_,y i 1$4 } v a w � r v v wA - , 4 / +153.1 \ I ,� LL 1 / 146. _ ��, �� 6- '�� J \ 14 \ 153.5 \ � 20"TREE /r SLA ���� . ' 16� r///16 y;./ \y - j � o \ r / \ rn \ ' -/ ��� l ( r-- - 40.9+ \�/ -147 1Y / $.4+ �I �__�_ / / - 6 �� / / �� ` \' (" / / / / ^i / / /. ,/i / v �� r i// 1,i/ , I ..k \ "I I �,� 's s o ,r', , �1 / �:)r_r- t r `� ��� _ - /! / / 152.9+� \u / // �^ 1l R - _ \ z 2 y � / - / / _� 64� ��: ,_ -_ � _ _ - -_ _ // // ,`rod . -�- j f ' , /!'d/ #435 4 \ 1 s // 146 I ' , /?` / 14$\!$ 41 ys,� \ �,... , / A / i16� i � X1.2 �� --- .16, �6- __ i- _ - // �/r �'// // � f r� ��'`ti` ,�`'- .� / J \ i I `i/// /� _/� 14"CHERRY - a' ! 1 \ JC (� LO i S� D \ '� !6 1 �6 �6� : , i, /X161 \ ^ I �� - (51. i 1 `\\` / / / ,/ / Y �..: y_1- _1.Y --� / i C�j ?y / i \ 4 /, !•�,f. x i � �. - _54 / /, / / / 1, :,c. - I / \ 1 LOT #1 - \ I s LP. / \ \ vs \ 1 ��,. I \ / 1. 1 2.a"�.. i 160.5 �� �� - -- �i� -�_ 62�i// f�71/ 6 / I 144.6 { _ �- � ' ', ( %%�1'ro� �,'� /��� _ -, \I I �_ +144.5 / \ `\3 Q �, FFE=1,55.0 + y:. J - -I" 53. >�r -,.� - _ y 1 / ,J 1� �'"-' '� r. -33 1 / / . \ - h I / �° m �\ : X_r, x `�- _ �- __-'' - - ��"!:Z:Z.?G',;F,> Yr � rj t-�-� / %/.,y/'Y 144.1 }f --1 : i _ 8� I t I / �1' g / �, CONCRET �, �;� o ! O O 1 - 1` `. �� // -, !:/ !.\ ry! ,� FFE-148.0 a / s _ t1 / 1_ / - ,�� 6 a ti r - / �/ R E \ _ / I ! FPE=1� 1�5>3 $1. e- _ - 1- -15s- -� 1 / I / //I �' / � y LP: ET.WgLL i 145- FPE X43:0 ' I I / A , = , '/ 156- / \ _ j_,/ ! ` - / / / m /_ f_-- / \ `)\\\ I % / l�� ! •.`�' -\1' \\ \ \ s'HIGH c �145n f FBE 1 8.0 , 11 _ 16 _i�_� +1b5. ``'�► /// / 144.3 ° y y / \� � j I � / N H HE 139.0 / I PbRCH i u 0 14 ' / �° J.}• / /� ,/ X +121.5 \ I RET.WALL la` F I i1- ; ( j / \ 2 \ �'.r - 7` 9 `' / . _ ut / \\ �\ J \ _� 144.5+ I ° -M? �, \ !A I \ \ \ `?-_\1 15.5+� / -'6'. \ , - ( i - / ,�h / ��' rl \! I - / '! LOT 3 a ` 1 / , �" + 32.1 . } \ I / / /SNO1T STORAGE 1 \ 1 b\ •.:L-144- B sTEP -)>, , � �° s, \ I / s ! �^2 t I w �' / / p/ / /DETENTION BASIN 1 ! ,, �' is"APPLE PORCH o I ( s - \ / %J 1 -FFE=162.0 I t +147.1 /� - / - ;- / LOT a5 Z ✓ \ / / , I , cv - � . \ a% Q Q 'ls y ) I I / 147.0+ c 's4 # \\� / 't t t l \ \ // i I , ( SOUTH I -HEA 31 -- ( _ is \ I�14 �7 \ \ \ �� I \ m j/ �` / 13 s-FPE=157.0 _ ,; / n LOT 4 / / / FFE=146.0 ,'1 I \ \ \\,�N` j I I.►s) ) I N *�. 1 3 e� sr \ s 1 I FBE=153.0 / u� / en I I t . (A r FFE=157 0,' �. ' FPE=141.0 It \ \ \' r.� l I %\ \ \ HEAD 30 /4,� W ' { Ilk 141.2 I 9>\ !U„ \� 2�-o 1$ 1 ` --- I I a m / 150\ \ \ J // 7/ )I 1 1 f# / _i- _�__- - / 142 1 \ \ \Ir_ 's / � \ \ I I i� m 163 FPE=152.0 / \ � FBE=137.0 ', 5 PS 11 �� \ \ ` _� /� \ - - I 11: 43 / , /� \ �� � ��_�, !ss 158---� I I l / ? Z FBE=148.0 / \ '� M' sr X \�'�_ - � ' \ \� _ _ . ! % \ r ,4� / LP: , / / / _ I / \ � � � \ 1s2 I S S __ _ J,� I / / Eby / / � ' \ / \ �t \ \p� \, � ����� �"� ' �' 11 I laz I +141.5 ,N / // // 1 I I DMH 91 CB#10��o \ TEF PORCH 156- / / / ,62 / LP: I `V /�•. ! / \ ��` _. - - �. 11 � / (�,a�1A[T �1� // _r 141 I 1o°,O I #9 , 1 \ � \/�� \ \ I �� 1s4 •_� _ '� / I/� / / \ ,61 1 +1 49.5 �/�/ \ - ORCyY �-- --, - ' � • ' I"B 28 �I R \- 1 / I I 000, , / /-, / 1 i �-��- - -I-- .bT _I-� 1e\ i ( k -1 -1$4_ "' / I / 61 1' -�- _leo '\ �)' ( / 1�9 s`Ep5 / I'% , i, . \ / / / a- / \ 1 J !R `t . f , \ w 53- __ / / ) I 1 cs PO CH 1 \ / // ,- M' \� ,_. . i1 t' TBM 4 W / / h �� - \ . ,' 0� . \r---, _ 16 -_ -_ / 3 STEPS j \ / / //1 // / \ 14, v I J I \� /.. \ '� i> �^ 3 �- __ 161-�° - / // -�%�/ \ ( 1>, r gyp° / ;' ! ` N iLB 29 1 _ / \ \ \- // A� �g - \ /'\ \ i 1 # �a \ +150. _ 32.1+,� 1 I ,160- � � 1 gl \,58 I 1 //Ci - / l / / -�A / -140- � v, C8 27 - �� I \ \ 1 / // i1 / --- -- - 14 1 r .\ \I I I r� \ / _,_ / \ 162 `rl i ,57 �/ - \ r Y�1 10%1 1 .� \ \ p° ,% - I / / a." / " °\ I p� \ o fir. 7� , ! t. • t-� -7 S.tl. / �� �' _ - - - -�-- \ I ,� / ^ \ \ 141 -{ -� t --r-, 123.0 \ f� ,e 1/ SBP' \ 1/Z\\J 11\ \ \ \ I\\ .sem ( `' -,� �� \ / 156_ /155 /%/ \ t�ir -\'• \1 i I I I ' / \ ! �1� /' �J x �* \ \ I !s �! - \ 1 16p` '1 - _ i -- / CiB a' N h �'"1 Jl q / II If /A `fir I / \ I �s 6 \i 3 ° s ss 150 - _ \ _ __r I , I' I z ! HP: CB 21� 1 \ I CB#26 I / 401 I c. MH#6 -,,, 1 / # 1J9 / � \\ s \ \ � _ __ I I 1 1 \ \ \ \ \ �/ \\ \ ���� ' - I 1 � IQ ,38 / \� N -, ,,� ° 1S; o� 6 - --_1 - I I I \ \ f- --1� I I 1 / / #403 1 ,al �7 } ' \, � 36 \ ) _ Ii o,\ I ��� c -I- DMH 20 I ,5e 10% I 1 \ DMH#23 ,Q h 1 1 \ CB#8 � •y� / x', 138 \ \ "� ._�_. r 156 -� ' - \ I I - `\' \� I (� 7� \ y \ \ \ t 155 / ^ ® - X155- I I I ^ 1� B#2 , • - \ / I PORCH 1 \`? I ry S4 - _ / Ce#221�� ^ ,54 ^ ^ ^ \ - \ \ \ �,��\ \� PORCH 1 #429 I ) '�� .y� �od1°i 134 ^1 / / ( 137 +147.3 - _ ` \. ��'i . . �..� / / \ I \ GARAGE , '� \ ^3 \ \ I �PS \ FFE=136.71 S �.., J" J '� r.� 1 >/ !T \ �QRCiH f < < 'S� _ \ �Ly):/ __ , 1J1� I �\`\\\ , 11 i - 9 `140 / 133l I j +I 13b 143.1+ _�' 10\ �, \ / ^` I '. ` 151 >-X- f - - 31 1 \ PAVED PARKING AREA fj 1 1 136 5 1 111%11 / -_ \� / / •. / / v='�� 137 I a` ,`, } Q• _ _ .t %`i \ , v)l \\ 136.5 I ) t. / - LOT 6 - -_� �61 � 4 \ { � � �•\ \ I 136 FFE=1144.0 -'-142-- - \+146.4'\ \ �/ \ }; S2 ° \ \ ,53\ ,i -t..a�► / /\ / M ,\ \ 1' 1�. I , \ ) \ i - \ ` 1ST \ } �° \ \ �� ^1150 - Oi \ '� �/ 1, 1'` I - 4o- LB#4 - _ ,_} k.t \ LOT 7 _ - _ 6 = .. I- t�2`�;,. . ,\ ` 'FFE=149.0 1-. 1 so N PORCH j. �- ----- - �\ \ I a M,6) 135\ 739 ;i -t / \ ,� FPE_143 5 / � _7 '-.. , 3..�� 4s \ ; / ls2 �/ _ _ \ I I PORCH LOT_ / \ J ��\\ I) F�'E_ I M1 �, / FBE 135.0 / -.,� _ FFE-142.5 w .. FPE-137.5 f I 1Js \ / 1, �3 � 133 ,5 r..��- \ FPE=148.5 _ � I ' __ __ LOT 8 15 . .HP: / / w .. PAVED / 3� / I r \ �1� � �. I _ _ \ PORCH ,49 h FPE=137 5 '� E=133 5 I 133.0. A DRIVEWAY 138 CB 2 132_ ' / hy. / L \ FBE=140.0 s I I ) FFE=153.3/ I 151 145.2+ / LOT #9 138 ^ i/ - �� %'�� J # :., / , - 9 f 132 I � _ .FBE-133.5 14 .5 1J a / \ ,`, / FFE= s 1 F J 4 w 9 1 ) 13 I \ n \ _ , -_ -ti I \ FPE-152 5 1 i -- 146.0 148 \ / - - \ I, l 1 e / / , J I !1 , , s �- I PAVED z �! _ - _ 38 . / / \�, , �" / 1` 1 z cn +150.9 �'$E - - \ o p tae 1 �,, \/ +132 7 �c 7 36 0 �--- _ o W i '� 139.1+ _ \ , -144.0 , FPE-145.5 m - - !.} _ �'^ DRIVEWAY vx }_.LB#.3 / �y�i 137.5 / T31.._. /� 1 \ I I I r \ - 147 14S� -_._ t_ s i // I ,, I /`), I � _ 1 - 737 _ - \ - 'S1 :> / 1 \ %/ - WAL I } O t as 1 a7 FBE 137.0 - - � � 6 1. ; / . - 133 ti HEAD#� 1 PATIO / I I \ K-OU 1 46 �,.1 1 5 13 1 / ) TBM#t •,^� \ j,- __ Z, _ M I 13s. T \ I I I I + \ ) I I I _ - --146--- 137 II + / - -13 - ) I 1 t( __- _ 136_. . \ � f 1.' 1 f, / ? "' \ 1+ _, _ 148 �O - - 145 - - _/_1 8 / PATIO \ I \ 147.0 -- - - - 132.6 132. + / - i �' 1 _ \ `.. ; }.- Ji / } (. 1 ., , I � I I 1 ,v ! / tas - • ' \ I ` / a _ - I ( 137:6 _w WALK- 143r .13 13g ,1> I { -135 A° # / 1 \ 1 �_ .x" '-�� SNO1P STORA E - - - 1, TI I ►.1� 6 �r �•. ,4a + ; 33.o+,aa i �- ��o� J1/r - > -Ifl-11- --- 1 30\ ti •-131-- // 1 j 'PATIO 0 I C\ - - .r ALK-OUT \ \ \_ _._\'I' _ - l4 - 143 / + - -y' / � � ,A / \ I -- - _ � 4 � � 146 - -�- - 9"PINE -1 .V __ - / I FOREBAY �,� DETENTION H S I . (' - I- 6 143.1+ , �_ � � ' 141 i 40.5+ CURB CUT 132 34. \ I \ \ 1 I ( 145- WALK-OUT - - -138 `� PATIO / / y , - - - - \ -130 \ ��' �ia�_146.2+ I_ >1 - �._ - - / 140- j13g - ala j �� Ao. � , .� .� 1 I \ LP:129.5+ (NORTH `ti, / -, PATIO _ 1aa X36.5+ -f �- , __ \ , 140.5+ J WHI TE CURB CU 3 ) �/ _ 0 LI T _ _ _.Box +130.5 \ r .138.5 .0.n�- ,x3144 -�`' - 4 \ ( . �c,� t3Z / - .0 �- 9 /' NE EX.CONC.SI 132 -1 / +LP.129.5 S _". __ \ _ 142 \ 137 i -_ / 13 �. / ` I y T\AFFIC ) (�., 14 L / % - ,43 EP `� 138 ,.\ 39.6+ i 738 1 ° ` / �� DEWALK / r 30- i� t 2 PATIO - ._ - �L - �� ,� UGP$PQ�_ rTRAFFZ`- (` ,.5, I ` t ` ` J 1r,.vX)-:, - _,,_I 'J9 _-140-- ` -- \, j 136 a 0 % __,/ / 131.--1 1;SzHTPOL E __ i \ / \ 1 1 " - _ - - - - - - - 35 - - - - L ) ,3 1 1 138 ry� R e -- -- _ _ HEAD#40 0 1 �� -'» 37} Js l� / - - - - 1 134 `:_ 1. /132�j'"� -x�'Y 13�-Ijg ,. _ __ -130-__, / -'30 TREE - , •'O 142.1 i 1 ._ - - / _.1 �. -I- z 6 h _ i i % 131.2 _ _ J - - -735 J6 _ -` ♦ ;' `~ 39 - - �_. ��=. 133 - _ - -- , /�. } � .' ,h r,h . i 1$-,/ - - w Ex. �� ` - _ 131-__ ( _ - - . __U - .. -- - , - ) 1 !\ � _1 - V 1 r 1 1 8 y r" r _.. 135.1 •/-, 132 / l r - 4�' ` i. 1. X125 HI7E LINE CONC.SIDEWALK �"'��=���1 _ I, - 133 1J4 _ � ""I. J� � l � i , _', + �),•" I 1 � \ X134 ,h � % f "j - - _ - _ i 131 - �� � -- _� �, 1J2 - _ / / /1,35 1 8 - __ '.- } ,.Y _r� - `\ - -130- '_ - ! -.. - 131- `-- t ,5 WHITE LINE '�� CUR EX.12�D -_ ���-� . 131 _ - _ _. - 1 4-.._ - r - - -`�� - - - - '130 - __ _ _ --- -- ti:- x127 -__-I �d _ _-_-- 123 . J - / g 'ki--^ B CUT ,y0 CONCRETE SIDEWALK - - - - - _ -130 - - - - . . - t2 \, _ ,. , . _ ���, .� . " ,... h - -- - _ MEN \ - _ - UTTER LINE OF MEDIAN STRIP Q HITE LINE \ .. . . . . 2 m 119 ,16 __ ,? CL 1?9 12� I ! N \ \ W,N TE v�`- �d \ y 535LF SILT FENCE (EROSION CONTROL) W WHITE LNjE 714 2 \ .,�� U- - . STOP LIGHTo TRAFFIC SIGNAL A' \ 125 ROAD INTERSECTIO. \ HB 0 UND I WHIrE L1kE \,_ \ AVENUETE 10 7 NO RT --------- I WHITE LI 'J2 ROU ..NE Q .J HIGHLAND ____�_"= c ! 1130 ,�> ,?s a.o lz9 �6 _ _ �-_- TBM#3 } WHITE LINE w \ 1 ` GUTTER LINE OF MEDIAN STRIP z i -_ _ WHITE LINE \ 131 _ _____ - #392 UTHBOUND WHITE LINE AVENUE � O �,� HIGHLAND _ � I I . °\\ _ _- - #440- 450 1 .. \ X119 I '__ __ __ - _____� - _____� #402 ' I� .11 I - ---------� #396 = - - ______ - - - ===== ____ I I 131 - - - - - - ..... PLANS NO FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY �ti #400 OF P� MqS ENTRANCE TO �� s9 1, I .& p� SCOTT IAN �y - TEAM. � PATROWICZ m D CIVIL No.33656 Z � AND EGRESS FROM OWNER/DEVELOPER. � o Q %'a I 419 HIGHLAND AVENUE, SALEM, MA 01970 .o9o'cF S 0 At �Q HIGHLAND PLAZA PAUL MAP 3. LOT 6 \ 978-977-9801 ATTORNEY: r GEORGE ATIaNs NO. DATE DESCRIPTION r /� RONAN, SEGAL, HARRINGTON v 59 FEDERAL STREET, SALEM, MA 01970 1�1 (978) 744-0350 X107 \ Uff ARC ITECT: ILP 1"@IzwwAd� E F� I N I 1� I "U"E I IN HARRTHGUNDERSEN N GUNDERSEN ASSOCIATES 20 CENTRAL STREET, SALEM, MA 01970 ��� (978) 744-1000U& N NOTES SITE ENGINEER: S U LO L; IVI S I A0* g0 SCOTT PATROWICZ, P.E. Ir.11y I 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE PATROWICZ LAND DEVELOPMENT ENGINEERING EARTHWORK/GRADING Y' � SURVEY CORP., FEBRUARY, 2000. 14 BROWN STREET, SALEM, MA 01970 [� I I ,q (978) 836-6400 , for 2. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW-0.0). FIELD SURVEYOR. I 11N 11 RESIDENTIAL LOTS TBM #1: PKNAIL IN SIDEWALK, ELEVATION - 131.68 GAIL SMITH, R.L.S. `� O TBM #2: PKNAIL IN SIDEWALK, ELEVATION - 130.69' NORTH SHORE SURVEY CORPORATION I TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION - 124.20' 14 HROT1IN STREET, SALEM, MA 01970 for o SItB at t:3 TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION - 1122.03' (978) 744-4800 a TBM #5: PKNAIL IN CEDAR STREET, ELEVATION - 124.00' #405- 427 Highland Ave. .1 �"'� TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION - 148.61' TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION - 161.08' Salem, Massachusetts . 1 11 >,�R TBM #8: TACK IN STAKE, ELEVAl10N _ 17o.os' PROVAL DIVISIONDate: October 13 2009 I TBM #9: DRILL HOLE SET IN LEDGE, ELEVATION - 168.04' TBM #10: SPIKE IN TREEI , ELEVATION - 154.41' CONTROL LAW REQUIRED: „ : . 3. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT U71UTY-APPROVALS FOR THE CONSTRUCTION SALEM PLANNING BOARD P��E#99-34 Scale: 1 = 20 Sheet 3 of 8 OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES Land Owner. Paul Ferragamo . SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS1. 419 Highland Avenue, Salem, MA 01970 SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. i GRAPHIC SCALE I 4. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL PATROWICZ FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE LAND DEVELOPMENT ENGINEERING 20 0 10 20 40 so ( / BUILDING CODES, MHD SPECIFICA11ONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO 14 Brown Street, Salem, MA 01970 N ACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE 978 83 -6 . THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF,THE CO TR ( ) 6 400 / _ APPROVAL SHALL AUTOMATICALLY NULL'AND VOID ALL CER111CATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. ( IN FEET ) / NORTH SHORE SURVEY CORPORATION PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. 1 inch - 20 ii~ _ 14 Brown Street, Salem, MA 01970 . -. I DATE: (978) 744-4800 ' _ , .; I,. - I _ i . . . . A- ri. . I I - I . 1 I I I , . , 11 I - 1 r .'' I ­ r . ­ . - I I . : . I 11 , r I - I I ­ . . 1 I r , 1 . _ . - I .r __1 I .r . , I - 1, I 11.1. 1 - : , I I . 1111,�. - ' '. . I r . . I I I . . 1 - 1. I r. . I I I - 11 11 ­ I ­ 11 I I I I . ­ .1 . . I . , I - . , r I I I 11. - 1 I - 11 I , I I I . , ' ' I Ir - I 11 I - 11 I . 1 I I I "I I I . I - . r .. 11 - 1 . 1. ­ 1 .j, " I ,r 11 I r ' 'r - ,. _ . I I - 1 . r ­ I . 1, - . I I -, ­_ I ­­ . . i . - . - I - . - • I G Y 9 5 - / LOT . �2 .109EF 8 S (PVC SDR35) ® s.219a SMH 4 \` , i LOT #i STA.2+66.0 RIM=150.15 / I ,' 14 INVIn=144.65(FM) �. \ i 50LF 8"S (PVC SDR35) ® 7.8496 ` \ INVout=144.15 0 � � PARCEL A I_ I .r - COMMON SEWER FORCE MAIN LOT #3 ' r STA.1+05.8 . LOT #5 R RIM=137.60 INVin=130.78 H. UR w LOT INVout=130.28 i # P /^ ) 4 ,,a \, /.. N,\ \ J o\ a0- _ H.C,URVE #2, -- �� �' , 0\ 1 - - N34 55 20 E - �• m . ^�� \ 56 - �/ �� c,� ii tQ '*, I \ - - - ` - ��'- - 123.0 s 55 - _ i 1 H.CURVE #3 .. 27.15 i 1 , ,- __� v+ �� \777-7� i I MATCH EXISTING ;. / \ J ��� •, '1 sJ 's \\'s 1 11%: � _ � 1 _� ^ N� mob-' 33603'/ 4� � I \ I � 1 � � I /: GUTTER GRADE ,. SMH#3 �wo � 8_ STA.1+56.3 s 1 1 I _4 �� ` RIM-142.60 s15j ^hd`' .."�- _-1 f""- _ 1 156 �� g^ _� ,-,. �__� ��`'' I I �� 1 p R t 1 INVIn=135.20 1 s / di I - -1- - ON =2 -� ' r� I, i INVout=134.70 -155 / 1 `i55- , 1 'f 1 a \ ;° "� LOT 7 LOTi i n 154 LOT #6• 93LF 8"S (PVC SDR35) ® 4.090 13 LOT #8 \ .;, �� LOT 10 � 11 a F"3 SMH#1 ,yy/ X40- LOT STA.0+12.2 - --- --- RIM=131.44 13g\ �L j INVIn=126.56 2- INVout=126.06 138 s>>S) I \ / ' PLAN \- �. HORIZONTAL CURVE TABLE 137 "^ CURVE LENGTH RADIUS TANGENTCHORD DELTA HORIZONTAL SCALE: 1" = 20' i 13s .. ? Cl 142.47 100.00 86.36 130.72 81.3737' 9"PANE 5- 1 C2 316.39 615.00 161,78 312.91 29.28'35' NOTES '3q C3 48.83 200,00 24.53 48,70 13.59'15' E.eox 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE EX.CONC.SIDEWALK � SURVEY CORP., FEBRUARY, 2000. R �. GRAPHIC SCALE 131.2 2. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION HIG MATCH EXISTING 20 0 10 20 40 so OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES GUTTER GRADE wF,ITE LINE SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS VENUE _ _ . A " ' SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. -�, IN FEET 1 inch = 20 !t. 3. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL 1 FIELD CIRCUMSTANCES AND OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE (AND/OR N NO BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO R 1 THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE HB r r 0 V APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. ND PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL CREST VERTICAL CURVE LENGTH (L) = 172.0' SAFE STOPPING SIGHT DISTANCE (S) = 125' A = 20% M = 4.3' ELEVATION 160.0 - _ _ .._ _ ELEVATION 160.0 PVI ELEV=154.6 - j GI = +10% G2'= -10% ELEVATION 152.0 _ _ _.___ _ _ __ __. _.____.__ _ - _ _. _ _. _ -- - ._ -�. �--- -- - ELEVATION 152.0 FINISHED CENTERLINE ROAD PROFILE I I i i CREST EXISTING GRADE (ALONG PROPOSED ROAD CENTERLINE) �:� ELEV=150.3 80' SAG VERTICAL CURVE LENGTH (L) PVC ' PVT N \ A = -8% ELEVATION 144.0 = 0.8' ELEVATION 144.0 \ M SAG VERTICAL CURVE; LENGTH (L) = 106.62' �'' CO MON SEWER FORCE MAIN CP MA v. A = 8% -. i S UM M = 1.06' � .- -+ -.-- - --- --•- - - -- -r - ,- "- I fR ALCM CENT ~ / i i S�BDjVIsiDNNR GRADE _ ~� U PVT _ i ! LE Scc* 10 ELEVATION 136.0 ELEVATION 136.0 3.a) // i = r/ IIJIMNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PVI G2 = +10% N I I ~ •^ �'f''� PVC j \� PVC N _ _ _. - _ . ELEVATION 128.0 ELEVATION 128.0 .� _ _ � I _ y TO EXISTING � I � � PVT SMH#3856 j GI = -10% _ ' G2 -2% 0 1 o p to pp PVI N o to 00 N N _ _._._.-. . t0 N M �0 -._ tQ �O _ I t0 - _ _ _ i _ _ N- _ _ N .._. N ELEVATION 120.0 _~� _ c o + .r v ELEVATION 120.0 i -4 It � .. I a ' C> G > ~ •y > W ►- q > N J Q W W I H J ►a-- H I H W H J ¢ J ` ta-� J HW Iy W H W i y W j H F- y H W y W ; 0 W » > > > > j > > ; > > > > > > > I > > as 0- e. as as a- U as as a0- as - ELEVATION 112.0 ELEVATION 112.0 1 1 i k i 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 i ROAD PROFILE, HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 8' i a I � rn o 0 04 0 41' WIDE RIGHT OF WAY d� 3 v z Q > 3.5' WIDE GRASS STRIP (INCLUDES SGE) m PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Cn PLANTED STREET TREE ILL: FLOWERING PEAR (TYPICAL) �N OF iy � (SEE DETAIL) ��P� 4S � TEAM: o= SCOTT IAN �yG a 3 3 OWNER/DEVELOPER: PN.CIVIL 3036562 y C) p W 24' WIDE ROADWAY o W PAUL FERRAGAMO ,o z z 419 HIGHLAND AVENUE, SALEM, MA 01970 poi 3 978-977-9801S�pN v 3.5' WIDE GRASS STRIP , ATTORNEY: S�.. > (INCLUDES SGE) GEORGE ATIQNS �'�� NO. DATE DESCRIPTION RONAN, SEGAL, HARRINGTON � 5' WIDE SIDEWALK ` , 5' WIDE SIDEWALK 59 FEDERAL STREET, SALEM, MA 01970 Gt STORMWATER QUALITY Q " GRASSED SWALE TO ALLOW " 978 744-0350 X107 1.0 BIT. CONC. BASE FOR EXFILTRA11ON INTO THE 1.0 BIT. CONC. BASE ( ) Z COURSE TYPE I-1 CRUSHED STONE BED COURSE TYPE I-1 ARCHITECT: 5 3THEREBY DETAINING RUNOFF CEW 1.5" BIT. CONC. BASE SEE DETAIL) 1.5" BIT. CONC. FINISH COURSE TYPE 1-1 1.5" BIT. CONC. BASE HARRY GUNDERSEN O 3:1 MAX 1 COURSE TYPE 1-1 ( " COURSE TYPE 1-1 GUNDERSEN ASSOCIATES - " 2.5 817. CONC. BASE COURSE TYPE I-1 : = PITCH - 4 LOAM do SEED 3 TO MEET = 296 296 2X �4" /4"� - - 2X 2X 1(- 3:1 MAX (0 CENTRAL 744- STREET, SALEM, MA 01970 1 2X 978 744-1000 EXISTING -� -.► - �-1 �� �--- �- LI " 'ISION GRADE � I B11I== - � � = PITCH MEET SITE ENGINEER: S U B o EXISTING SCOTT PATROWICZ, P.E 3 - I=I I o 8 0 0 _ o = 00 0 O o ' o O I = o ' o o i= I =_ GRADE PATROWICZ LAND DEVELOPMENT ENGINEERING ROAD PROFILE & CROSS-SECTION , I LLJ 1 r- -III=III=I 10 O a O°1 I I u D i i' D r, (moo O 0 O p O� 000 = I .. p' �0 0 I I=III 14 BROWN STREET„ SALEM, MA 01970 1t E I- I = I I og 0 24"TYP. v _ OR Zl 00 " O op _ _) '.:; ...;..•.: v 0 (978) 836-6400 for MIN. COMPACTED •• '•I -i_ _III- ' I I=III-III-I 1I- -I I- _=III -_ -_I I =- Z GRAVEL BASE Z FIELD SURVEYOR: v I I 1-! I I=III=�- I I- I (TWO LIFTS 95X) SLOPE GRANITE EDGING (SGE) 11 RESIDENTIAL LOTS • a GAIL SMITH, R.L.S. 8 MIN. COMPACTED i- I -1 I I-III= BOTH SIDES OF ROADWAY18" MIN. COMPACTED F- GRAVEL BASE ;III�I I "' a GRAVEL BASE NORTH SHORE SURVEY CORPORATION W O " a 14 BROWN STREET, SALEM, MA 01970 for d site a t O 12 DRAIN0 W (978) 744-4800 CL LINE GAS #405- 427 Highland Ave. 2"CRUSHED STONE (NOT 2"MINUS) I,cI�,3.� w Z d00 aw SEPARATION (5'min) Salem, Massachusetts g DEPTH DETERMINED BY RESPECTIVE 8"WATER S"SEWER APPROVAL UNDER SUBDIVISION p UTILITY COMPANIES MAIN CLDI PVC MAIN CONTROL LAW REQUIRED: Date: October 13,' 2009 E SALEM PLANNING BOARD PLDE#99-34 scale: 1 = 20 sheet s of 8 Land Owner: Paul Ferragamo >% ROAD CROSS-SECTION FOR A MINOR RESIDENTIAL STREET SALEM 419 Highland Avenue, Salem, MA 01970 Not To Scale 3 PATRO C .� WI Z a LAND DEVELOPMENT ENGINEERING V 14 Brown Street, Salem, MA 01970 c`qn N (978) 836-6400 NORTH SHORE SURVEY CORPORATION co 14 Brown Street, Salem, MA 01970 DATE: (978) 744-4800 CU 9 I i.i I _ _ __ __ _ __ _____ I I _ I I . I I I I . I - 1 I "I I I 1 . I . 1 . I 11 I I ­ I I I 1. . I I . I ­ - . - 1 I . . ­ I I I . I I . I I I ,I . I I I I . 11 : I I• I I . 1 . , . I I I - I I. I . , I I I , . � ---t-, ­ _ - __1 ''. , ".­­­_ ­,- ", _. .- . I I I I I I I I I ­ I I I . I , , I I I I I I I I I I .I I . I, 11 . I I . I I I I I . I I ­ . I I I - 1, I I . . - I I . I I . I . - I . . .. _ .. - _. - - : ,<� _ _ _. ... _ - - - . e . - - i I I 2.5 MIN - . . UNDISTURBED UNDI TURB • • .� SAWCUT EDGES ,; ;: EXISTING PAVEMEN EXISTING PAVEMENT I 11 II I 1. 1-11 IMIN. IT. CONC. 1 B I SITE . . I � . . I?- . 1 1 . . I I . I I . '­ I I - RESURFACING SHORT�TERM PLANNED ` _ - STREET TREE LOCATION SHOWN " DEMOLITION 3 MIN. BIT CONC. w ON PLAN 3.5 CALIPER TYP WHEN PLANTED AC Y OTHERS. I ( ) LAID IN 2 COURSE 1 5 E H ALL DEMOLITION OF STRUCTURES, UTILITY ONES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMEDB & EROSION CONTROL MEASURES . .r SEDIMENTATION PER TOWN REQ IRE EXISTING TOP // PROPOSED SITE UTILITIES x 0 ,� COURSE EXISTING TRUCTION N SHALL B CONSTRUCTED P R_ MOST (DURING CONS THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE GUIDING SHALL BE SPECIFIED BY OTHERS AND E S TED E THE S BLACK REINFORCED O BINDER RUBBER HOSE EXISTING- �. : : COURSE RECENT LOCAL AND STATE GUIDING CODES. N TRU T10N RELATED REQUIREMENTS AND DEPS STORMWATER MANAGEMENT POLICY VOLUME II o. ,.�•. I- (PER FEDERAL NPDES COS C ) _ TWO STRANDS OF #18 I- 1 . APPLYr .:' GRAVEL.: -11 II I THESE PLAN LIN ANUNDERGROUND NDUITS SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS THE FOLLOWING REQUIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION TO CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN N GUAGE TWISTED 6"MIN i .: : _ I ; .O TACK COAT ON S DO NOT SHOW ALL UTILITY ES (AND/OR CONDUITS) OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PDE''AT THE TiME OF THE PREPARATION OF ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCYS (EPA'S) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT PROGRAM FOR STORMWATER w 24"MIN. STEEL WIRE b1. ;� I I 1 16"MIN SAWED EDGES I THIS PLAN. PDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY OIG-SAFE AND VERIFY LOCATIONS DISCHARGES FROM CONSTRUCTION SITES AS LAST REVISED TO TAKE EFFECT OCTOBER 31, 1998). THE FOLLOWING SEDIMENTATION AND EROSION CONTROLS SHALL BE EMPLOYED TO MINIMIZE w 18" GRAVEL SUBBASE I �_ ' o . I I OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PDE ASSUMES NO RESPONSIBILITY OR LIABILITY) FOR ABLY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE ( __ ( EROSION (AND TRANSPORT OF SEDIMENT) DOWN-GRADIENT TO ABUTTING CITY STREETS DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE PROJECT. THE FOLLOWING EROSION 2" x 2" SPRUCE POST COMPACTED 98X o EXCAVATION/CONSTRUCTION. CONTROL MEASURES SHALL BE EMPLOYED (AND PROPERLY MAINTAINED DURING CONSTRUCTION): b UNPAINTED 7 HIGH MHD M1.03.0 TYPE B ( O TRENCH• WIDTH 4' ,' i THREE REQUIRED PER TREE NO STONES OVER 3 DIA. 1-1- 18".MIN o .. • AW WATTLES WILL BE PLACED TO TRAP SEDIMENT TRANSPORTED BY RUNOFF BEFORE IT REACHES THE EXISTING DRAINAGE SYSTEM OR -I I O ;. :' Z- ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LO�AL AND STATE GUIDING CODES, CITY 1. STRAW WATTLES. TO MINIMIZE SHEET EROSION STRAW TREE WRAP TO PUBLIC WORKS DRAIN LAYERS MANUAL, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION LEAVES THE CONSTRUCTION SITE. WATTLES (8 TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BLACK PLASTIC NETTING) WILL BE SET AT LEAST FOUR (4) INCHES INTO THE z FIRST BRANCH SUITABLE PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (OR REPAIR D) UTILITY LINES ARE SUBJECT TO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF. WATTLES SHALL BE PLACED ON ANY DISTURBED SLOPE (THAT WILL REMAIN UN-ALTERED FOR MORE THAN SEVEN DAYS). -+� O o COMPACTED APPROVAL FROM THE CITY. WATTLES SHALL BE PLACED EVERY 20-FEET DOWN SLOPE, SO THAT THE WATERSHED FOR EACH WATTLE LINE IS ONLY 20-FEET WIDE. WATTLES SHALL BE INSTALLED PERPENDICULAR TO PLANT AT SAME DEPTH AS WAS p p BACKFILL 2.5 CALIPER _ _ - I I- SEE TRENCH o PREVIOUSLY GROWN (OR W/IN - I I- I I- IF EXISTING UTILITY SERVICES (AND/OR MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. I. WATER FLOW. THE WATTLES SHALL BE STAKED WITH WOODEN POSTS (1.5-INCH SQUARE) 4-FEET ON CENTER.' R ONE INCH BELOW MAX.) I 1 I=1 1 1- ' '- DETAIL i I. tV I 2. SILT FENCING: USE A SILT FENCE (DETAIL SHOWN ON THIS PLAN) AT THE DOWN-GRADIENT PROPERTY UNE (ALONG THE HIGHLAND AVENUE SIDEWALK). THIS SEMI-PERMEABLE BARRIER 2" CEDAR BARK MULCH THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS RE06IRED. MADE OF SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE. THE SILT FENCE BARRIER SHALL BE DUG INTO THE NOTE: PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. I I i GROUND AT LEAST FOUR (4) INCHES AND BE HED UPRIGHT WITH WOODEN STAKES SPACED TEN (10) FEET APART (MAXIMUM). THE SMALL SPOIL PILE SHALL BE PLACED ON THE z z SLOPE TO FORM DISH TO I THESE PLANS ARE INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN. THE ACTUAL UP-GRADIENT SIDE OF THE SILT FENCE. THE WOODEN STAKES 1.5-INCH SQUARE) SHALL BE DRIVEN INTO THE GROUND AT LEAST EIGHT (8) INCHES. THE SILT FENCE SHALL BE FIRMLY 2 2 CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOTfSHOWN ON THESE PLANS, REQUIRE THEIR in CONTAIN WATER PERMANENT PAVEMENT PATCH OWN SEPARATE APPROVALS. HED TO THE WOODEN STAKE WITH MANY CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE. THE SILT FENCES AND HAY BALE BARRIERS WILL BE REPLACED AS DETERMINED BY 4 PERIODIC FIELD INSPECTIONS. UNTiE AND ROLL BACK BURLAP Not To Scale THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY (TOWN) DPW AND/OR CITY (TOWN) ENGINEERING DEPT. FOR INSPECTIONAL SERVICES. THE SITE CONTRACTOR 3. CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH HAY BALE BARRIERS (WHERE APPROPRIATE) AND/OR SILT SACKS THROUGHOUT FROM TOP 1/3 OF ROOT BALL SHALL COORDINATE WILL EACH RESPECTiV€ CITY (TOWN) DEPT. FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY (TOWN) SPECIFICATIONS FOR THE USE OF EACH CONSTRUCTION. MOUND AROUND EDGE OF PIT 4" LOAM AND SEED PROPOSED UTILITY ON-LINE. 4. GRAVEL AND CONSTRUCTION ENTRANCE: A TEMPORARY ENTRANCE/EXIT WILL BE CONSTRUCTED OF A SIX (6) INCH THICK (MINIMUM) BED OF 2 TO 3-INCH WASHED CRUSHED STONE _ \ \/ \ \ \ \ �` PRIOR TO WORKING (ON-SITE AND/OR INSIDE THE ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM (SUCH WORK. THE SITE CONTRACTOR PLACED ATA 2X GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. A CROSS-SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN I I I iv FINISH GRADE (SEE PLAN FOR \ j//\/�\// SHALL CONTACT DIG-SAFE O 1-888-344-7233 AND/OR RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION WORK. IN R TEMPORARY SETTLING AREA. IF DEEMED NECESSARY, AFTER CONSTRUCTION BEGINS, A WASH PAD MAY BE INCLUDED TO WASH OFF VEHICLE WHEELS BEFORE LEAVING THE SURFACE TREATMENT) BIT. CONC. 0 THE LET 0 / PROJECT SITE. ` BINDER COURSE 1 11 AS PART OF CONSTRUCTION, 6 DIAMETER HOLE DUG THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR,TO RECTIFY ANY DESIGN DISCREPANCIES IN w ORDER TO COMPLY WITH LOCAL/STATE GUIDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE 5. DIVERSION CHANNELS: DIVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO EITHER SEDIMENTATION BASINS OR PROTECTED CATCH .: , . FOR ROOT BALL AND BIT. CONC. RESPONSIBILITY AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PDE APPROVAL SHALL AUTOMATICALLY NULL AND VOtb ALL CERT1iCATiONS ON THIS PLAN AND BASIN INLETS. TAMPED BACKFILL MIXTURE �~:•- � r•. PROPER AMOUNT OF 6 MAX ,.� �, TOP COURSE 0 0 ( TY) •''"'''•••'' '`"'':." BACKFILL MIX 3"MIN c�ycr`fiC' - I ACCOMPANYING DOCUMENTS. PDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. BACKFILL MIXTURE (TYP) ROOTBALL z i 6. TEMPORARY SEDIMENT BASINS: DURING CONSTRUCTION, TEMPORARY SEDIMENT BASINS WILL BE INSTALLED EITHER AS EXCAVATIONS OR BERMED STORMWATER DETENTION STRUCTURES 50X LOAM + 25X SAND + I �O 0 WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION. ANY WATER UNE CONSTRUCTION DEPENDING ON THE GRADES. THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME TO ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO WIDTH VARIES � ; d+ WATER SERVICES (FIRE AND DOMESTIC): THE SITE CONTRACTOR SHALL LOCATE THE EXISTING 25X PEAT MOSS, MANURE & c•,' P•' COMPACT j DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-GRADIENT SIDE OF THE TEMPORARY VERMICULITE ^ I SHALL COMPLY WITH THE CITY DPW, FIRE DEPT., WATER DEPT. AND ENGINEERING DEPT. SPECIFICATIONS. A MEP ENGINEER SHALL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED TO MINIMIZE EROSION OFF-SITE. THESE BASINS SHALL BE LOCATED BASED ON ' • GRAVEL WATER LINES. A MEP ENGINEER SHALL DESIGN THE WATER DISTRIBUTION SYSTEM MEETING ALL APPLICABLE CODES. THAT WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE. FINAL CONSTRUCTION NEEDS AS DETERMINED BY THE SITE CONTRACTOR. p 1. ` ' v BEHIND LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER PIPES IS 5-FEET. � TREE PLANTING DETAIL 0 :.J...1GRANITE EDGESTONE 7. VEGETATIVE SLOPE STABILIZATION: STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPt.EMENTED WITHIN`FOURTEEN (14) DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVECEMENT: ' _ GAS SERVICE: THE CONTRACTOR SHALL LOCATE THE EXISTING GAS UNE PRIOR TO ANY CONSTRUCTION. FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON TEMPORARILY OR PERMANENTLY CEASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STABILIZATION WILL BE USED TO MINIMIZE EROSION ON Not To Scale CONCRETE ' GAS COMPANY, 100 COMMERCIAL STREET, MALDEN, MA 02148, CONTACT: COLLEEN LOVE (617) 723-5512 EXT. 6334. =' ,` 't - `'.� O CONCRETE SLOPES OF 3:1 (H:V) OR FLATTER. ANNUAL GRASSES (SUCH AS ANNUAL RYE GRASS) WILL BE USED TO ENSURE RAPID GERMINATION AND PRODUCTION OF ROOTMASS. PERMANENT 0 0 I BEHIND STABILIZATION WILL BE COMPLETED WITH PLANTING OF PERENNIAL GRASSES OR LEGUMES. ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY - GRANITE ., . _ SEWAGE DISPOSAL SYSTEM: INSTALL A NEW MAIN SEWER LINE AS SHOWN ON THESE PLANS. MAIN SEWER LINES SHALL BE 8 MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF 2.OX (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING AIyY HYDRO SEEDING OR SODDING. A SUITABLE LOAM TOPSOIL, GOOD SEEDBED PREPARATION, AND ADEQUATE LIME, FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF 0 0 . 0 6" I- EDGESTONE THESE VEGETATIVE STABILIZATION METHODS. A LIGHT (POROUS) SPREAD OF HAY MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM IMPACT OF FAWNG RAIN COMPACTED GRAVEL STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER. BASE 0 O nOO _I NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR SOLID FOUNDATION) PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE 8. CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND (INCLUDING PLANNING BOARD SUBDIVISION AND DRAINAGE 0 - - (_' STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT A PROPER FOUNDATION AND/OR PILES) SHALL BE DEEMED UNACCEPTABLE ALTERATION PERMIT FROM THE CITY ENGINEER). AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE CITY ENGINEER. EARTHWORK WILL BEGIN TO MOVE 1.5" SQ. WOOD POST 10' TOS 4' O.C. OR 1 COMPACTED FIRM,_1 I =i I = AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. EXISTING SOIL MATERIAL AND BLAST LEDGED. TEMPORARY SEDIMENT BASINS SHALL BE MAINTAINED THROUGH THE EARTHWORK STAGE OF THE PROJECT TO CATCH SEDIMENT BEFORE IT STEEL REBAR POSTS SET 10 APART I-III-III= ( -STABLE SUBBASE- -I I-Ill-WRAP ATTACHMENT -I 1_L777-' ' ' ' - THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY LINE(S). EXISTING SEWER MANHOLES (TO BE DEMOLISHED) FLOWS OFF-SITE. ONCE THE GENERAL GRADES OF THE LAND HAVE BEEN ESTABLISHED, THEN THE ROAD SUB-BASE AND BUILDING PADS CAN BE SET. THEN, THE UTILITIES WITHIN THE CORD AROUND UNDESTURBED DISTANCE SHALL BE PUMPED OUT, CRUSHED AND BACK FILLED WITH CLEAN SAND. PROPER COMPACTION IN 12-INCH LIFTS IS REQUIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OD ROAD I CONSTRUCTED, PERMANENT DRAINAGE CONTROLS ARE PUT IN PLACE. BACKFILL IN ACCORDANCE WITH GEOTECHNICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION. POST TWICE (SEE PLAN) NOTES: THEN FINAL GRADING, THEN PAVEMENT, THEN LOAM AND SEED ALL DISTURBED AREAS WITH HYDROSEED. 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB DEMOLISHED MANHOLE STRUCTURE. FINISHED \\1 DOWN GRADIENT i 4" MIN. THICKNESS, 12" MIN. WIDTH OF FACE I SEWER SERVICE LATERALS SHALL BE 6" MINIMUM DIAMTER PVC SDR-35 WITH A MINIMUM SLOPE OF 1.OX (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. 10. MAINTENANCE OF EROSION CONTROLS: THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THESE PLANS. DURING CONSTRUCTION, THE GRADE 5' TO 10' - _! 2. ALL SLOPED GRANITE EDGING SHALL BE LAID AT ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND \ \\ WETLAND RESOURCE'; THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. i MAINTAINED ON-SITE BY THE SITE CONTRACTOR. SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN FOUR (4) INCHES DEEP, OR AS NEEDED. DAMAGED OR 1%/ MARAFl FABRIC z STORM DRAINAGE SYSTEM: INSTALL NEW CATCH BASINS, DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. THE DRAINAGE DETERIORATED EROSION CONTROL DEVISES WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY �\j/\\� � AREA PIPES TYPE SHALL BE BASED ON THE DEPTH OF EARTH COVER. SEE DRAINAGE TRENCH DETAILS AND PLAN. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN DISPOSED OF OFF-SITE. SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE CITY ENGINEER SHALL APPROVE THE STABILIZED EARTH PRIOR TO SPOIL SPOIL N .r; ENGINEER FOR APPROVAL PRIOR TO ORDERING AM STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. THE REMOVAL OF EROSION CONTROLS. �/\\ \ V_ y�:' ,f�_ SLOPED GRANITE EDGING. / r I , I o NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH /\\\///, / , \� I z A DRAINAGE MANHOLE STRUCTURES SHA NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT THE PROPER FOUNDATiON/PILE) SHALL BE - INSPECTION1OPERATION & MAINTENANCE /%/% SGE) CURBING BASIN ND D GE LE STR CTU LL LONG TERM DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. BURY FABRIC 8" MIN. Not To Scale � THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF POST- CONSTRUCTION REQUIREMENTS N GROUND. N NOT I REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING PUT SPOIL ON WETLAND SIDE OF FENCE STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND MAINTENANCE PLAN (IN ACCORDANCE WITH DEP STORMWATER MANAGEMENT STANDARD #9). THE FOLLOWING OPERATION & MAINTENANCE PLAN IS TRANSFERRED TO EACH SUCCESSIVE NOTE: CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL (LIMIT OF WORK) THE SITE CONTRACTOR SHALL OVERBLAST A MINIMUM OF 36-INCHES BEYOND THE CRUSHED STONE FOR ALL LEACHING STRUCTURES, DETENTION BASINS AND WATER QUALITY GRASSED PROPERTY OWNER (TO RUN WITH THE DEED). AS SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY SWALES (WITH CRUSHED STONE BOTTOMS). EXCAVATION OR EARTH REMOVAL ON-SITE. THE OWNER OF THE PROPERTY SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND ALL STORMWATER CONTROLS: INCLUDING: 2-3' ELECTRICAL SERVICE: FINAL LOCATION, SIZE. DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY, 170 MEDFORD STREET, MALDEN, MA NOTE: CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY DEPENDING I 02148-7384, CONTACT: DAN CAMERON (781) 388-5367. (A) QUARTERLY PAVEMENT SWEEPING (AT THE END OF EACH SEASON), MAINTAINED AT ALL TIME IN ACCORDANCE WITH THE ORDER OF CONDITIONS (WETLANDS PERMIT) ON FINAL 250 WATT HIGH PRESSURE AND IN GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED. SELECTION SODIUM, ANTIQUE LOOKING TELEPHONE SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC, 459 MAIN STREET, SAUGUS. MA 01902, CONTACT: DINO IMBERGAMO (B) QUARTERLY TRASH REMOVAL FROM THE PREMISES, LIGHT FIXTURE. DOWNWARD SILT FENCE DETAIL DIRECTIONAL. FINAL SELECTION (617) 381-6403. � eooe BY OTHERS. (C) REGULAR AND PROPER DISPOSAL OF TRASH OFF-SITE FROM DUMPSTER AND TRASH BARRELS, FIRE ALARM: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. Not To Sc e I (D) MONTHLY INSPECTION OF AREA AROUND DUMPSTER AND TRASH DISPOSAL, ROAD PAVEMENT (E) QUARTERLY CLEANING OF CATCH BASINS, LEACHING BASINS AND DRAIN MANHOLES PROPERLY DISPOSING SILT, SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. WITH A VACUUM TRUCK (TO OCCUR LATE FALL AND EARLY SPRING), THE PROPOSED PAVEMENT CROSS SECTION FOR THE ROAD SHALL CONSIST OF 1.5-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 2.5-INCHES (MINIMUM) (F) MONTHLY MOWING OF THE SEDIMENT FOREBAY, GRASSED SWALES (WATER QUALITY SWALES), AND TWO DETENTION BASINS. BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES DIAMETER a 101 COMPACTED IN TWO LIFTS MINIMUM TO 9591 ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. 2 CURBING & EDGING SEWER MAIN THE CURBING SHALL BE SLOPED GRANITE EDGING (SGE) AS SPECIFIED ON THESE PLANS. ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY (HIGHLAND AVENUE) SHALL BE VERTICAL PVC COUPLING �_ MIN. SLOPE 1/4" PER FT. MANUFACTURER ACTOR R 4"f SQUARE LIGHT POLE GRANITE CURBING (VGC) AND MATCH THE SIZE OF THE EXISTING CURBING AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT. REQUIREMENTS. WHEN MATCHING THE NEW CURBING TO THE EXISTING CURBING, THE JOINT SHALL BE FLUSH (AND ON LINE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS FINISHED GRADE DESIGNS FOR - REQUIRED. HEAVY DUTY FRAME AND COVER HAVING 100 MPH WIND LIGHT BASE COVER \��\��\ ti. \\// LE B RONMINIMUM NSIDE LT 105TORBECLETTE ED "SEWER" 6" PVC SERVICE PIPE (SEWER LATERAL) VELOCITY (PER MANUFACTURER) SIDEWALKS AND HANDRAILS LEGEND ALL SHEETS ..... Y`. Ii THE PROPOSED PAVEMENT CROSS SECTION FOR THE SIDEWALK SHALL CONSIST OF 1.0-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 1.5-INCHES 24"DIAMETER � 6" 45' PVC BEND (ROTATE AS REQUIRED) 1" CHAMFER (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C. NO STONES OVER 2-INCHES EXISTING PROPOSED DIAMETER COMPACTED IN TWO LIFTS MINIMUM TO 95%) ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. CASTING TO BE SET ON AND COVERED ° x i WITH FULL BED OF MORTAR PVC WYE BRANCH WITH 6" LEG44 - - MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. a \/�' a ° / �� SURFACE TREATMENT ® ® CATCH BASIN M I. RE-BAR ADJUST GRADE WITH COURSES OF 1 .°, • • ° Im � J \' PVC COUPLING (SEE PLAN) I HANDICAP RAMPS SHALL BE INSTALLED (AT HIGHLAND AVENUE) PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS. HANDICAP RAMPS SHALL BEA O DRAINAGE MANHOLE �� I I ( ) •\ 5RCOUR ES MAXICK AND MORTAR (3 COURSES MIN., PLAN � • a . • .. FINISHED GRADE MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 8X WITH HANDRAILS (OR 5X WITHOUT HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN ` � L SEWER MAIN • z BUSHING • • PVC CONDUIT (2" MIN.) CONSTRUCTING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE ----s••n- DRAIN PIPE -12" � 1 N BITUMINOUS WATERPROOFING COMPOUND (TYP.) N (TYP.) ° ° ' CONTRACTOR TO REPAIR OR REINSTALL N • i o �,� TWO COATS OF BITUPLASTiC NO. 28 NOTES: I?. TBV TO BE VERIFIED BY THE SITE -1' n ' \,' MANUFACTURED BY THE KOPPERS CO. AND 1. GRADIENT FOR SERVICE CONNECTION ° 3/4" DIAM GALV. RIP RAP CONTRACTOR PRIOR TO �• • APPLIED IN ACCORDANCE WITH THEIR TO BE TOP OF MAIN AT BEND. STEEL ANCHOR BOLTS (4) RIP RAP SHALL BE USED FOR SLOPES THAT EXCEED 2:1 (H:V). RIP RAP SHALL BE PER MHD M2.02.2 (DUMPED RIP RAP). STONES SHALL NOT WEIGH MORE THAN 400-LBS EACH. RIP CONSTRUCTION FOR LOCATION, INSTRUCTIONS 2. SERVICE CONNECTION TRENCH SHALL :° • ° • �, EMBEDDED A MINIMUM OF RAP SHALL BE PLACED ON A 6-INCH CRUSHED STONE BED (MHD M2.01.4) ON TOP OF MIRAFl FABRIC (140N OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL. SIZE, RIM AND INVERT ELEVATIONS I , COMPLY IN ALL WAYS TO THE GENERAL 30 INTO CONC. FOOTING ° I_ REINFORCING SUFFICIENT TO WITHSTAND SPECIFICATIONS AND TYPICAL TRENCH "° TBR TO BE REMOVED w H-20 LOADING SECTIONS FOR SEWER MAINS. '., - COMPACTED GRAVEL E I _ 5"MIN V ° ° aQ ` - SURROUNDING FOOTING STRUCTURAL FILL UNDER BUILDINGS AND f OR WALL FOUNDATIONS Q - . . : '.�' TR TO REMAIN > I' w _ -• � '• -i':'. •`` I CONCRETE FOOTING (PRECAST OR STRUCTURAL FILL UNDER GUIDING SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PDE ASSUMES NO RESPONSIBILITY I STEPS I 6 45' PVC BEND I I -» I I ONE CONTINUOUS POUR) (4500 psi) i FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. HANDICAP RAMP SEE NOTES .I MANHOLE TO CONFORM TO ASTM SPEC. C-478 6" PVC COUPLING - 12 x12 SQUARE (MAX.SLOPE 8.0X), I'' .f' (4000 PSI MIN. COMPRESSIVE STRENGTH) FIRM STABLE LIGHT POLE IS3/4" GROUND ROD THE CONTRACTOR SHALL INSTALL (PER ARCHITECT'S SPECIFICATIONS) AN EXCELLENT UNDERDRAIN SYSTEM (AND FOUNDA11ON DRAIN SYSTEM) SO THAT THE GARAGE FLOOR/BASEMENT IS NOT flR CONSTRUCT PER AAB SPECS 1-1 6" PVC SERVICE PIPE SUBBASE CENTERED (IF REQUIRED BY I 0-RING RUBBER GASKET JOINT (TYP.) ONE WYE , - t , ,(SEWER LATERAL) , ELECTRICIAN) I DAMP AT ANY TiME. VGC VERTICAL GRANITE CURBING I >I ' CONFORMING TO ASTM SPEC C-44 BRANCH � � CC CONCRETE CURBING _ � _ 5"MIN f BUTYLE RESIN NTH 6" _ STRI lC-RJRAl FILL (SUB BASE) UNDER PAVEMENT BCC BITUMINOUS CURBING 5"MIN o_ '� NOTE: x 1 I LEG CRUSHED STONE BEDDING , ' 1. FINAL LIGHTING TO BE DESIGNED BY OTHERS. THIS DETAIL IS A SUGGESTION OF A A SUITABLE SUB-BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12-INCH GRAVEL ROAD BASE. THIS SUB-BASE MATERIAL SHALL BE MHD M2.01.7 (DENSE GRADED CRUSHED STONE FOR EOP EDGE OF PAVEMENT (NO CURBING) < N o ° o (SEE SEWER TRENCH DETAIL) TYPE OF UGHTPOLE THAT MIGHT BE USED FOR PERMITTING PURPOSES ONLY AND NOT SUB-BASE AND COMPACTED IN 6-INCH LIFTS TO 95X PRIOR TO INSTALLATION OF THIS STRUCTURAL FILL UNDER THE ROAD, ALL UNSUITABLE MATERIAL SHALL BE REMOVED, ANDA SGE SLOPED GRANITE EDGING a I. i� ----E(uG)-- ELECTRIC LINE TB 14. 0° - V. - i I I-Iii- -I i I- , GEOTEXTILE FABRIC SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. FINAL SPECIFICATIONS BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO ---CATV(UG) TELEVISION UNE TB z v I SPECEC8443TP PROVIDING WATERTIGHT SEAL SEWER FOR ACTUAL CONSTRUCTION). FINAL LIGHTING DESIGN SPECIFICATIONS LOCATION HEIGHT i >_ 1 III-III-1 I I I , SHALL BE SPECIFIED BY OTHERS SUBJECT TO THE APPROVAL OF TOWN BOARDS. a RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD. - --s w-WATER UNE (TBV) -W •'I TABLE 2X r 0 1 MAIN , N S ° o _ UNDISTURBED MATERIAL i CID . IFG N o= • I . SHAPED CONCRETE INVERT I I (NOTE: LEDGE IS LIKELY) 2. THIS DETAIL SHOWS A CHASE PRECAST CORP. PRODUCT NO. LPD-12 OR APPROVED STRUCTURAL FILL FOR SIDES OF STORMWATER DETENTION BASINS s"" HYDRANTATE (TBV) we D o o _ - �, 'l I' - tn STRUCTURAL FILL FOR THE SIDES OF THE STORMWATER DETENTION BASINS SHALL BE SPECIFIED BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO w `CONCRETE' I =1 o RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION OF THE DETENTION BASINS. --------s"s--- SEWER LINE (TBV) -8 S - LIGHTPOLE DETAIL I. I CRUSHED STONE ® SEWER MANHOLE STRUCTURE �O� - E . ` - - - Not To Scale . s--- SEWER LATERAL (TBV) -4"S . Q = BUILDING SEWER LATERAL C) CRUSHED STONE USED FOR BEDDING UNDER STRUCTURES SHALL BE MHD M2.01.2. � � -• ., �- - - ;, = ---FM---- COMMON FORCE MAIN SEWER (TBV) -FM- `, _,' • 3 STONE FOR PI-_ EE ENDS """""""'E(o ) OVERHEAD WIRE Ili— I =Ill I=I I = E Z STONE FOR PIPE ENDS SHALL BE 5-FEET x 5-FEET LOCATED AT THE OUTFALL FOR EACH HEADWALL. STONE FOR PIPE ENDS SHALL BE MHD M2.02.3. STONE FOR PIPE ENDS SHALL BE f�F,'*J *GP.- EXISTING UTILITY POLE HATH * - -1 I I-I - I I= -- I I- I , CONNECTION DETAIL O PLACED 8N A S-INCH CRUSHED STONE BED (MHD M2.0I.4) ON TOP OF MIRAFI PABRIG (14ON 8R €QUIYAL€NT); 9N TOP OF SHAPED/GRADED/COMPACTED GROUND. ��p ®LP.tg OR WITHOUT STREET LIGHT (stt) -FIRM STABLE 8"MIN. DEPTH, 3/4" CRUSHED STONE Not To Sca e > RETAINING WALLS FIFE FINISHED FLOOR ELEVA11ON SUBBASE MHD M2.01.2 o FBE FINISHED BASEMENT ELEVATION PER GEOTECHNICAL ENGINEER SPECIFICATIONS PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY m ALL RETAINING WALLS (MOSTLY CONSTRUCTED OF IN-SITU BLASTED LEDGE) SHALL BE DESIGNED/SPECIFlED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL U) ENGINEER) TO MEET ALL LOCAL AND STATE BUILDING CODES. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF WALLS ONLY. PDE DOES NOT CERTIFY WALLS OR FOUNDATIONS, THEREFORE TREES/SHRUBS a L- ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS (MATERIALS, CONSTRUCTION, FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL PROFILES, DESIGN SPECIFICATIONS AND CD NOTES: �P�HOFMss 0It- CROSS-SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUIDING INSPECTOR ® PAINTED "NO PARKING" AREA rM ' M PRIOR TO CONSTRUCTION. / � 1. USE 48 INSIDE DIAMETER MANHOLE FOR PIPES 24 OR LESS, TEAM: �SPOT GRADES PER ACTUAL USE 60" INSIDE DIAMETER MANHOLE FOR PIPES GREATER THAN 24" oma' SCOTT IAN y PATROWICZ 0 THE TOP OF EACH RETAINING WALL SHALL BE AT LEAST 6" HIGHER THAN THE ADJACENT FINISHED GRADE ON EITHER SIDE OF THE WALL (AND THEREFORE WALL ACT AS A CURB FOR ^'b',%'' .,-'p ON-THE-GROUND SURVEY 2.STEPS; STEEL REINFORCED COPOLYMER OWNER/DEVELOPER' o CIVIL C) STORMWATER CONTROL . PROTECTIVE FENCING PER BUILDING CODES SHALL BE INSTALLED ON UP-GRADIENT SIDE OF WALL OR ON TOP OF WALLFOR ALL WALLS HIGHER THAN 4-FEET +^ POLYPROPYLENE PER ASTM, CF BARON N0. No.33656 y CD UNLESS SPECIFICALLY WAIVED BY THE CITY BUILDING DING INSPECTOR. ) ( ) +57.7 PROPOSED SPOT GRADES L115 OR EQUAL. PAUL FERRAGAMO 9 0 � 1` 419 HIGHLAND AVENUE, SALEM, MA 01970 'Ogp�C,`/STEP�F`�Q 3.TABLE AT 2/3 PIPE DIAMETER. 978-977-9801 F.... by TEMPORARY BENCHMARKS FOR WATER QUALITY GRASSED SWALES & INFILTRATION BASINS FOR STORMWATER MANAGEMENT I VERTICAL SURVEY CONTROL SITE CONTRACTOR SHALL GRADE THESE AREAS (SHOWN ON THESE PLANS) TO TEMPORARILY CONTAIN RUNOFF WATER (SHAPED AS A SHALLOW BOWL AND/OR SWALE). THE INFILTRATION TBM#� _ _ PRE - CAST SEWER MANHOLE DETAIL ATTORNEY: S' NO. DATE DESCRIPTION rn (DETENTION) BASIN BOTTOMS SHALL HAVE 4-INCHES OF LOAM ON TOP OF 2-INCHES DEEP PEASTONE LAID ON TOP OF A 12-INCH DEEP BED OF CRUSHED STONE (2-INCH DIAMETER CLEAN -- - GEORGE EGAL, NOTHING SMALLER, NOT 2"MINUS, NO ORGANICS). THE BOTTOM AREA (SHOWN STIPPLED ON THESE PLANS) SHALL BE HYDROSEEDED (WITH NO SHRUBS OR TREES PLANTED 26 CONTOURS OF EQUAL ELEVATION ,-58- Not To Scale RONIN, REGAL,STREET, SALEM, TON Lid CRUSHED STONE, 59 FEDERAL STREET, SALEM, MA 01970 Q WITHIN THE STIPPLED AREA). PLANTING OF SHRUBS AND TREES CAN OCCUR (IF REQUIRED) AROUND THE EDGES OF THESE INFILTRATION BASINS (OUTSIDE OF THE STIPPLED AREAS). CATV �CATV ® EMH TELEPHONE/ELECTRIC MANHOLE (978) 744-0350 X107 BOX O TMH Z III GRANITE BOUND SET ARCHITECT: J[,," A.C. AIR CONDITIONER (ON CONCRETE PAD) HYDRANT HARRY GUNDERSEN Lum,v hF1 hm I F= : I i W,STEPS WOODEN STEPS PUMPER CONNEC110N (MUNICIPAL STANDARD) GUNDERSEN ASSOCIATES ' LANDSCAPING NOTES c.SrEPs CONCRETE STEPS FACES ROAD 20 CENTRAL STREET, SALEM, IIIA 01970 % w" D I V I CONCW-141111111111- M . CONCRETE SIDEWALK BREAKAWAY fZANGE (978) 744-1000 PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. ALL ASPH. MASPHALT AILBOX SIDEWALK i b '0 " IM PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIESI *WAEW 1 . ALL PLANT SHALL BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR PROPER r FINISHED GRADE SITE ENGINEER: P.T. GAS PROPANE TANK PAVED NOTES , LEGEND NAMES. i _. Gas GAS UNE (TBV) SURFACE C SCOTT PATROIiICZ, 'P.E. & SITE DETAILS X �GG GAS GATE VALVE (TBV) -11 , WE�ol�THE PLANTING BED TOBE DIRECTED VIA A STEEP SLOPE INTO THE Gas Mete*Q I� 8 14 ROTfICZ LAND DEVELOPMENT ENGINEERING E PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO AS TO NOT ALLOW RUNOFF (FROM ) GAS METER(TBV) I - _ SELECT BORROW 14 BROWN STREET, SALEM, MA 01970 �� � � LOCUS PROPERTY N 6" GATE _ o PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM (CLEAR AND GRUB AS NECESSARY). REMOVE STONES, STICKS, PROTRUDING ROOTS, UNSUITABLE SOIL, U E VALVE I I. 8 8 - 12"MMAX LIFTS (978) 838-8400 ( fOr 9 _ 1 1 RESIDENTIAL 1 PAVEMENT AND OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4 MIN. SCREENED LOAM AND 2 MIN. BARK MULCH. AND BOX -I_ o _ MHD M1.02.0 w FIELD SURVEYOR: LOTS 'v - ABUTTERS PROPERTY LINE �� I NO STONES OVER 2 GAIL SMITH, R.L.S. THRUST BLOCK _ UEACH PLANT SHALL BE "WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTiNG. THE LANDSCAPE CONTRACTOR SHALL NOT PLANT ANY DAMAGED PLANTS. THE LANDSCAPE CONTRACTOR _ _ _ _ _ _ GUIDING SETBACK LINE 8" WATER MAIN tri -I I -� - NORTH SHORE SURVEY CORPORATION for d SItB at SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. - _8 8 I- THRUST BLOCK 14 HROTITI STREET, SALEM, MA 01970 0 LANDSCAPING AREAS (BY OTHERS) 8x8x6"TEE 6"MIN. - MIN. BEARING 6 SQ. FT. (978) 744-4800 I 11- DO NOT BLOCK DRAIN HOLES #405- 427 Highland Ave• CL LEDGE FACE (EXISTING EXPOSED) 18"X18"x6"POURED CONC. g _ � .. w,:Pip I ' �:4.�-: - I �- Salem, MassachusettsRIP RAP (2:1 SLOPE H:V) MHD M2.02.2 MECH. 6 DIAM. PIPE MECH. - BASE FOR SUPPORT0 JOINT P�PET -I :'! -.'-� ;= _ SH (M N. I CU. I'D) DIVISIONDate: October 13, 2009 I=1 I= 11- CONTROL LAW, REQUIRED: SILT FENCE EROSION CONTROL (LIMIT OF WORK) 4'MIN. ' l-' ' ' PLDE#99-34 Scale: Not to Scale Sheet 7 of 8 E DW-3SS LE FDS 3.5 MIN. 6.5'MIN. of>- SALEM PLANNING BOARD I' r LID STORMWATER MANAGEMENT: 9 ,,.,- ®l I'�® ®�' LEACHING BASIN/CHAMBER SURROUNDED BY 3 Land Owner: Paul Ferragamo .�-�' :-_ CRUSHED STONE (2"DIAM) 14' M 20' TYP. 419 Highland Avenue, Salem, MA 01970 r-- --rte .. I: i CRUSHED STONE (2"DIAM) BED AT BOTTOM OF NOTES: DETENTION BASIN (18-INCHES DEEP BELOW 1. HYDRANT NOZZLES SHALL BE SET AT A STANDARD HEIGHT ABOVE FINISHED GRADE. PATROWICZ GROUND) 2. CONSTRUCTION OF GATES AND HYDRANTS SHALL BE IN ACCORDANCE WITH AWWA M C500-71 AND AWWA C502-64 RESPECTIVELY. "DARLING" GATES (OPEN RIGHT), -0- a. RINGS, "DARLING" HYDRANTS WITH 6" HUB BASE AND 5" VALVE OPENINGS (OPEN LAND DEVELOPMENT ENGINEERING RIGHT) WITH TWO 2.5' HOSE CONNECTIONS ON A 4.5' STEAMER CONNECTION "DARLING" 14 Brown Street, Salem, MA 01970 TYPE D-50B, "QUICK FIX" HYDRANT SHALL BE USED. (978) 836-6400 HYDRANT INSTALLATION DETAIL r NORTH SHORE SURVEY CORPORATION Not To Scale 14 Brown Street, Salem, MA 01970 c DATE: (978) 744-4800 E g iv s . / v \ , / \ -� - _ \ \ / , I \ _- \ - _ BARNES _�. F� RN /", . I _ C7 _F IR _,� � \ ,--__ _ CLE � \ ; \\ " I 7 I \ _ BARNES CIRCLE #7 ii, \ i RICH IRD BiNGHAM, JR \ \\ \ YAP 3, LOT 88 CLARK STREET \ , ; I L C 69151/348 JORGE DEGOT L LL \ ' #12 1 BARNES CIRCLE I I S ,6. 41 D I \ / '\\ , BOURQUE NOMINEE He -_ 130'03400 Z B L 0 W U \ 1 __----- REALTY _10 REALTY TRUST #14 I 1747.98 - � NGT TO SCALE \. ``` 126.00 � MAP 3, LOT 931 4 � IRE" - cJ•O � \ L.C. 66214/318 BARNES CIRCLE #20 (F"- ----A \ I � \ TBM#5 11 W , ; TOBIA DELULIS # C \ \, I MAP 3, LOT 92 BA ES CIRCLE #18 I BARNES CIRCLE \ 170.'5 L.C. 33202/144 I � / � , \ 1 DA11A 0 REALTY TRUST BARNES CIRCLE SILVIA WAYNE \'\ V`\ I PAN ILO DAMATO JOSEPH BOUDREAU, JR MAP 3, LOT 89 ` '23.80 MA 3, LOT 91 L.C. 13355/238 •170.25 #t5 \'\ I L.C. 32714/333 MAP 3, LOT 90 36 .IM45 ,.8796 .\ , L C. 6.9605/325 _ `_ ` i\ ^ #� = l l � CLARK STREET .,89.94 / •169.31 ,49.06 HENRY4RUTKOWSKI \\ '', - I I WOOD \ I \ \ , DECK 170.09 \ / MAP 3, LOT 78 CLARK STREET t 70.OS I +158.30 } \ / \ ``, '23.79• -� TBM#8 __ 't, 1 \ \ �\ { C.A57514/265 / oR\NEWSY 1 \'\a`l,b \ ROBERT RIDGE �� IRON ROD �� I I -) o.oa .189.80 ,67.64 161 \ \ A : 's\ - A� s6 a --- 6.55 '132 \\ \,1� 360 MAP 3, LOT 124 - (SET'5776 _ O ! !! , 4.,8 I .Q�p \ \ 1 t3, `� \ /- ;n 95 7J i, } o \ G.C. 10261/177 154.58 57.06 V 2,0 �Q I \. t 9.Bt :?i l �9�1p \ \ ' \ 'le.�� } 11 ! !I 00 57.11 ,170.18 69.17 2 P � "PA \ v 2 A \ \ STONE ` 2 O \ \ IP, 0• s7.1s ` 69.15 ' F s� 156#70u \ PAVED DRIVEWAY TW� CjFsrAINING '� z 24"TREE .189.91 +Is9n 15"CHERRY C S s �� J \ _I------ $ p N LINK FENCEL 57..97 157 21 w"I 11 \ /i9 1p 6�.1� &4n o o \ o o 7.617. \ I ` ' ,575} 15783 Y I •168.85 •1747.55 �<1y�` Cn 0 10. , \ +751.39 2111 2.02 1679 \ #3 12065 '2a JJ \ \ 20"CHERRY 57..66 152 s sB u J/ 64 9 69.7, - .t 68.51 I \ \ ' /.,A`'J V •169.19 ,54 15055 \•169.79 0,7 \ • 15x.62 I 15.97 2• \ +769'�S } � `759.95 IR �I � \ I TBM#11 151.02 151 152 66 58 B8 s8 67 59 35 Q •`64.83 IPI ,53.45 + 7OU2 14"MAPLE 14"MAPLE O 12 MAPLE ,A,. 2/ \ / 16597. ,,� (FIND) E Y BACHMANN __ 0se OBOULDER s'9J I BOULDER'sJ.ss 12'MAPLE \ =9 s• s9.0 67.86 + LARK STREET `3 7� _ 157 76 •151.34 • 157.40 ]56 \ \ - - 4'MAPLE 1�9B--150` '� •,50.76 \ •t6zm /)0 ;J •168.67 / 13' 4 1/ SEE -`1 \ - -150.74 / \ - " . • \155 �� 0 0 5 +:69.50 .•7, A ' J _ W' \ .62� 12}.J \ 1 _ BLOWUPtt% J FFRE 25.94 } 1 z , , 0 16 20 �`16 1 It�0 1p, MAP 3, LOT 77 917 •'25 9\ ''11 12324 153.26 753.20 % .167.74 15 6B pp 1,313013• �� L.C. 63953/298 O5V;d � +,67.37 160.56 ,16912 y 137.17 .< IRON ROD •,z 67 � �`, - I I _ BOULDER r` ,5707 20"CHERRY BO DER 154 ' 1 b� 12"MAPLE +169.76 +152.21 J 24"TR=_. •!6065 123.88 1``1� 3 PINE- 3 9 pp, \ / •� W (SET) H c �/��, �� 150.0,1. - .1{9.78 O a9 _ 55.29 759.78• " C1'7 67 aC _- \ \ 17 149.36 5 _�- •140.56 -' 1 149.56 •150.37 a 181 . •168.88 I J q - - ,*50.77 1 THEE rt6}.02' 16� -157 51 \ z ' ,, 9 3 24"TREE ? 5257 .75676 \ ' =,477 729, \ , 1 •S •�� $ .757.,7 758.976` � \ 1. Z .149.25 ' BOULDER \ -- •,30.49 ,54.11\ e0(/�OJ'4Mw .20 �. ,69 14"OAK .31 ,16418 • *'k0 B6 ..,1.32.97 , 125.9 \ D 68.70 / ,fj ' 26.7x, O O 151 TBM#10 \ CCRS,. \ +164.06 .170. • • 0.9 •,66.7' \\ 155 3%1 50.27 0 0 \ ' 117 •148.72 148 . . +15].27 •187.32 ,68.96 I '\ •113 047 t '' ,24.89 148.31 .:49.64 \ ;0; 20'MAPLE 20"LOCUST 1$0- \ _ 20'bAK 15899• I' 1� '+` .'4326 \ \ •155.83 \ 1164:50 _ •- 16$ ,'5259 _` `. ` +\t\8.68 =00'00 I \ \\ .158.1 a 164.95 I .•31.82 ',1 •117.89 6149.23 \ +150.41 _ ,47.68 1 +751.29 \ 1_ I _ , \ I 27.17 l � .+sees 23"CHERRY i' •t6a 95 ,49.62 � ` 3687 \ 12750 \ \ ,1327 ,14744 -767.67. ' 49 \ 1\ \ \ +162.1 ' 168.97 .16823 t ,61.7.4 ••5757. ' '157.67 \ \ , Py. ;1, ___ ", 133.76 122.69 DRILL HOLE i \�� � \ , \ ti 122.67 5"TREE "76951 (SET) 68.50 TBM#7 11 \ .13789 \ -•\ I + 154411 .. \ IGH •147.33 \ .,52.34 167 .!6329 1 - 165:07 \ \ •,3461 I OO� r7� ,46.8 148.97 .tq.7z .137.50 !* \ *,69.08 161.08. 154.80\' .m 6.WAG 136.77 .64 14j 8 20'TREE„60.66 .763.83 1 ,766,85 +65.72 _ •176.66 J (`, •---- \ RET.Wq a 56.62 ,!sass 62.52 66.85 24"OAK P i / V I \ I LL .,46.38 +,48.92 27'TREE \ } 181.23" . „37.32 Q e0 S( 1 \\ � #435 746.25 .1/8.28 150.'N \ .180.38 - - .43 ,,.4•. P .^,, \ / \ IRON RDD \ se 7.s y7 - ,46.74+ 4,> \ 36'TRYE BOULDER / us 7t - \ `, u7.". 67..57. 16297 LEDGE 62 / SET) --� 24.07. 144.1 \ 14 BO L 147 \ • 152.14 . / 157.89• •754.,7 ( 1 14"CHERRY .135.49 6 •145.76 137.70 150.67 \ O I - -769.05 (4)36"CHERRY 1.5 ° 157071 (3)10" HERRY \16024 i-�" O -26.66 '\ ; 122 3' HIGHLAND AVENUE ' •45.64 ! . (T)14'TREE .16702 166 / �. I 1 J •23.20 \ *137..6 144.89 .145.49 •145.84 46 ���/// \ \\ +155.75 \ - , ( •165.,7 169.40 ' TBM#9 BAR-BE-OUE 160.36 15 OAK I ; , \ 743.65 " \ ' '1502 . 147.01 +147.44 \ ' .,58.27 \, _ _ `• - _ _ 169 B - e RILL(CONCRETE)•1�3i •763.,1 /159.3, I I .I 6 \ -1 \. '`, .,39{2 v SOURAN \ L f a5 59 .757.45 149.71 J 137.59 0 1 45.12 / -- - J \ / s}7.6 z.9e MAP 3 4 LOT 127 •u CONCREr \ / 1gS� "TREE .136.7.6 \ .159123- - \ ,6804 / -- _ - - _ / l `w \ \ ''1 \ 1 L.C. 68995/326 REr. E 13796 / 145- i 146.5 •750.93 / I XT WALL +76450 ! \ - \ ! \165--- - 155.85 ",51'09 •149.22 I \ „2999 1� \ 11 147.38 .144.97 .144.04 \ \ .163.91 68 +164.52 +164.05 +160.8 5021 J 1 122.05• 6"HIGH , 49.54 1J RET u}eo 144.7. a4 s4 .,43 9B 6x 65 144 57.57 us a7 ,I WALL 6_75 a4 \ ,, J .167.57 .75604_ 14\ J rP \ 1 �'�#401 •,44.20 '55 6 24 OAK 1 150.50 135.73 11 W •113_5 a �`� \A .86 '111.08 \ ' +152.77 •155.79 \ S 184.06" �, 13 4 ` 1 'y,i I +743.57 .148.20 75756, �� .183.27 184.�5 ! +185.5 16403 164 L ,50.99 l (2)1�" .S.' � \ ` 122.13 y •161.41 1L"PINE 151.95 x9.27 ,' 134.83 .737..65 •'7.7.66 '.ZI •\ 1 x 121.11 S 22.56 15"APPLE talo \ � HIGLAND AVENUE . 14x,3 3q a46o� .146,9 __ , • ,� \ / 150.45 ••39 30 J , .182.28 / 154.11 � 145.17 \ I ` 122.06 13" •142.43 \ \ 61 \ _ 752. •142.35 - J - - � • Y \ xt66.C6 / ' !/ 180.10 / •5 / ,49.}9 1.., 145.a4 Js J \' 11 +142.08 ? \ I � p - . ' ,' / / •153.15 / I 1 \ 1 SAMUEL CRUZ "67..66 �v ct' W 77 80 DDER "„2'S „47.02 \ ", e.n 15 "`EIS 567$5.41+ \ (2)17"OAK \ / . . / szz 12"CH RRY MAP 3, LOT 72 I I ),43.00 .,6x.7.5 iq2 • 162.25 763 / (2)ls"OAK 38 Ij \ ` , "1 l d C 0 \ 1 ,156.3} \ 1.62.9' / .t6a 72 16402 1 182.81 / / •157.07 15}.84 151.78 SO.a3750,� 148.83 149.10 I `, / J' \ \\ \ L.C. 54577/251 w 111#403 O ,137..97 \ i \ / / (3)30'OAK „62.x3 63 / r t3 J J , `� O (5)9"CHERRY LEDGE / / 15405 ,50.59 , \ \x.19.50 +141.42 +142.08 \ -151.22 160.25 1 •165.46 .181.59 t6'1 / ,50.81 73 \ .131.65 \ +129.17 122.82 \ � // Q .13261 \ I 6? \ (3)25"OAK / NG6 ` 41 \ �a ••<�.�� M .141.07 \ 146.55 15"OAK \ / 1 .,'/ , 1541 INK F� .148. ,4455 I / \ (2)BDULDERS �30.6J '\ [LA 121.96122.03 121.94 ,143.85 O QH1GLAXQ4.,,A V, .141.49 141 ( ) 153.15 1 \ (2)40"OAK .163.17 - ' 151.20 / 15"0i,1K 1J / \ \ \0 VENUE � � 3 30"TREE \ / � _ -166 25 r SB Bs758.92 /55 49.58 7J 3 2 9 ( ) � G R Y /�a0 38 ` •156.88 \ 160.64 16] 54.91 - N�1\ 477 9 'J 11- �33.87. .141.62 •76087 .141.60 \ ,, -148.58\ 150.02 16 CHERf�Y 1 •'6021 "16].05 i6J'. •,16]82 160.57 I / - 59-_ 5 ZO"OAK 155,72+ \NG WP` 115 7 1168.79 148.52 46 ",626' ,40.59/ `' 'J 7 4 3 Hk 0.62 \ TBM#4 \ ,_ . BOULDER 16'CEDAR 59, W % \ \ 7.67 I \ - 16052 42.25 1x2.22 \ 1 151 +151.{} 061 �+� p CHRISTOPHER LANE d� \ 4 O MAP 3. LOT 73,41.7.0 41.41 6 / s1.9\N -15,.20 \ 0 (/j BO DER 6037 ti 5397. 60 GP. 4 \ ,, ,41.70 - _-. \ •'5eza - 15 SP - \ . ^' .140.51 •140,57 +,4.27 \ 39.75 ,,41.4 _14 .141.86 \ \ JS / 15 J TBM 6 I % \ 1 160.18 % E # ( ) 135.01 'IRON ROD 1 \ aa ,39.66 3 12"CHERRY , / '•••. 752.06 ,50.44 169.97 -148.0+ \, 'SET) \. ', 751 2 52.12 i 1 1 -121.66 \ .VO•i 0 9 .I60.� .757.22 i \ 7 J 1 733.58 p 40.75 57. •,40.7 -- _ - _ \ 24"CHERR8 +,57.72 156 l 5 , PAVED PARKING AREA I 4 7/ (6)30"CHERRY - , ,52.32 49.50 8 a OA- I 14"CHERRY x0.50 740.58 +,3974 '\ \ \ 780.92 •159.18 ,56.6 150.57 4 \ x 168.44 $ 1 69 160.96 5� w 2,46 '149}0 ' 1 / / � I *122.33 � , \ 178.82 \ 1.37 •141.53 140.00 �603e I \ .150.87 `.•155.10 •,5].57 J . / 54.41 1 .OS I �1 \ , \ 119.96 \ \ _(2,13 OAK 49.9, 1 137..7.6 \ .167.77 X15 521 146.15 ' I l , 1. 52.21 147.59 •148.07 4 j 1 , 739.71 .140.74 140 J} •139.40 \ \ •157.75 - 156.59 / \N 117.51 161.95 l \ 1 I 138 6' 110.74 " •139.18 \ .152.7] 1 ` _- -, � 711- � 149.34 P I / 722.64 ` \• 150.3) .147.47 / \ , '}9.81 131.20 'a�'_ .139.24 \ 1 \ \ $j �4.2a K ^ J' .736.26 ",37.99 I ,1 I J� • 77 SJ \ \ •'� 52.47 p. 148.86 ` 130.95 N \N CE + so.4 46.15• ) 1- \ ' `� utas .16088 139 \ `159.54 ,56.76" I C FEN4/ +s0sa� \ 136.05 \ I 1 \ \ 156 - ' \ , SMH 1718 12"MAPLE •13988 '3978 ,139.71 \ •,43.25 \ B0 DER .157.54 .15700 a/ .71 14849 Ib.80 / , \ k -7,17.71 \ .,55.07 "15629 56.76 1 1 7.61 0 ) \ \ I \ RIM=122.28 I •37.84 738 I .138.78 \ 2 14"OAK 155.85" 151.04 750.9 1. \ \ \ 50.55 150.89. 148.79 21 J J OUSE 141 .13ese •13e.w .138.26 \ -155� ( ) +155.65 / \ 1 I 4306 \ .133.07 \ ,+7.226 INVin=114.20 1. 14C. .139.88 °' -156.64 / 2 / , 438+ \ 139.77 M ,12'87 674 36"OA024 �I 93\ .ts7.v - 1 155 651.92 •150.48 i, o .138.74 •157.03 *,5184 ./150.19 INVout=114.14 \ JS \ _ . 12"MAPLE 1" \ I •'S9 J2 4 \ •755.58 (( +13069 •\58 •137.45 \ 1, \ 155.011._ _ • 1B�OAK \ • ,6716 +39.76 *1 54.82 - - 1 +,5643 1 -151 44 14802 .146.95 __-' �, \ .136.68 I \ 1 .\ 1 .136,71 % 11 I '36.94 ,39.49 \ .138.25 .137.85 \\ ` .148.07 153 l - / -151.15 n 68.5, - _ -_- 011,; ' p 32.67. 1 322 1 \ ,36.72 \ •1!926 ,1854 •776.85 •141.59 \ \ .,Ill Y i5,51 O �- SIGN 1 / GARAGE 39, ao 14" Rn, \ `S •S(P I I �O 1 / FFE=136,71 •141.06 \ 5� \ 57.26 S 1711 7 50.02 ---_ - -- - \1C)-�DRIVEWAY ,44.19 CG PAVED PARKING AREA .,Je ss ,,35.17 776.8 .,54.61 • f / s o H„�5- 5^6, __ DRIVEWAY \ ]52 +156.37 .,56.77 1 ' --' '45 47 � .162.20 1 , \ , \ - _ ` .138.03 Y'•12 .t1 •,22.68 1 139.86 '\ \ � 14"OAK 7Z�c '157.00 1^�z r••1 i �'z +135.40 -+116.92 \ .13411 \ � � `386 ,,5}.80 ., 750 48 750.7}, 3.db�'-- 74427 ' 211 \ +,68.92 \ 5 -152.95 157.48 •131.A1 v '46.06 2.91 / 179.65 1 - ---- 1 - gp 139.30 _ - \ \ 138.61 „38.90 2D MAPLE ,.,4 n' .176.09 _ \ \ \ +,52.76 • Z 46.09 .135.95 12 fl I 752.16 `\�f^ I 17•�k O / /I, 13.45 136 / 377, \y6 13.96 \ 1$0._ (3)30'MAPLE 01 -150- - --- - FFE=146.24 i, 14654 1 Jz.oa* V"" 1 O I \ 139.21 ..740 0.57 / \ \ \ 52.60 .151.34 •151.89ll I4 ARAGE I I O ' O `121.00 135 73 .136_: 24"TREE ` P r 1 I ` #429 ,77.91 138.64 •13]:85 .7JL71 ta9.R• \ 146.24• 148.,1 145.22 Q +133.59 \ 9 \ _ +752...' 138.19 GF, tab 7 i ' N � .131.76 \ \ \ 14 .� 151.61 24aT / - t ,48.29 146.15 146 856 ", 1 12106 ,u}.o7 t4'TREE "' r REE 49.10 •4695 39.85 u�.efi. ' X135\ .136.30 .13796 'y`J � LE / .139.11 /�• us.47 I „'g. 139 U4 43+ 1 \\ \1 135.22 \ + 150.61 --I' �` 149 138.93 I 1 IRON ROD PAVED •737.21 •,34.67 24"TREE 17"OAK c\ 147.92- / 14"OAK '...'{46.60 146 74635.59 4467 `N?\y � I ",z s5 1 /` •135.31 \ 48 •150.61 1 G ! DRIVEWAY w •138.}y •,3331 . /32N . \ \.145.91 (3)30"OAK- - / • ,49.49 .146.86 ,136.7.5 •135.66 us.e, \N 131.47-. 11// HIGHLAND AVENUE (SET) .-� +137.79 ' ••363+ - \ - P I 13q t}426 ,a 138 ' . 36.43 \yn \ 137.64 \•t 40.52 \ (3)14'TREE 26 OAK 148 146.63 1R� ) - 24., ;1 BOSTON STREET REALTY, LLC 3 \ \ 13647} 1q� -116.97 \ _- _ - / / 47.25 I as ea rvP a I /1275 ' - PAVED z� LEDGE. ' .,JS Bs ;7 07 . 129.93 \ \ ` -,47.59 - - - ,89- - - -' 1. 1 a7 . - - / -1 as- \ / \\!j8 1 ,,33.16 123.14 11 MAP 3, LOT 125 �. DRIVEWAY (0� 5 .737.50 - \ � 1 •141.88 , .138.71 133.79 C7w 1 ,38.0x'. - _ - - _ 1+3,.87 .139.51 ,�•' / - \.•145.1} - p� / I ,22.27 \ \ 14"TREE 149.38 1 / -,37.7.7 \5 1 146, .,46.73 '\; \ i as JB I 1/ L.C. 588.1/272 136.08 -135 85 •37 - \ _ .+}216 \ \ 74904 +�_• -'45.94 � NIL 7 +176.52 126.86• .121.6' -• 133 •136.21 , 134.79 .130.25I 745.47 --+ ��-_� 87 ( ,i1 . 744.52 \ 7 / I 0 s .173.96 .11305 3.7" \ 1q / - - - - -- -_ - 145'5 - __ _ __. _ i1 .JB /" " ,141.69 CEQAR 172 95 7.75.35 ,131.96 - / 1 6 " I• ti z JJo _ J 144 / 12"MAPLE X i "� TBM#1 7S o ! 138 �F, I .135.71 $., _ Y ,`s.1, T a\ 2� - .137.65 \'0 - \ 1 4 .16541 / / 41.94 (3)20"OAK 32 10.09 -. 27 s so •O 4 143 (3)20-OAK + 7 5�•©Q y E- -135- - - - 137.68 .P 3.77 - - 174.71 V3525 170.40�n -13443 \� 1 ., , •141 i5 BIRCH .s9 - \ ,9 N I,29.87 42 47.55 13•.82 '4 a, �= +,10.86 Vy 133.5 . _ __. .48 __ / / 4J • e\ 738.69 - _-- ___ -- _ - _ 42 -- _-. - _'-_ .- I __ - _ \ O/ // 1770.79 ' /J 722. CURB 13,68 32 7 s X .1u� 14 - - RRY :, 7.J 1J -122.90/.1 �.Ur ,1.a 134,7 �. '1.YL02 34 13,.04- �' \74 / 2 / 4\39 / i 131.!6 '3'36 •'32 a7 -/ 1J,.1L \ 1 Q\ / 113 \1 - I } 77. J3 ! 0 4 20"TREE 3y / - 1 .+aa,d � � - _766.9- -- 140-- I (3)30"CHE 1. " WHIT 130.96 131.16 CURB CUT •3'.,9 71•1 .144.50 ' / / \ -- 1 122.20 131.88 E LINE ' HW.......... ..... .13,.7.0 'S / \ 138 - 39 _ / _ „72.29 u,a \ / .14452 1137 -�i\ // � /1 .131.60 _ / 138 j 1 TRAFFIC 139 se" 3 / 13,.07. 131.7.97 4 1 O� UGHTPOLE TRAFFIC 1; " \17.957. 1 6) \ 2 42.77. LIT a"1 s`Z�_-`_ w____f2 S¢ 3'<6 17.76 T sa........... II L iGHTaC'_E 136,9 13 _ _ / - -- - 115.1 - - - + 9 2.o TMH �_ -_ _wer------ E. .1}106 i7. , .132.10 .1 ` / \ _ / ase - - 13571 / 17./75 u. 135.40. 1 35 1]7 J3 �J2.63 / •128.72 y / ry ;. 122.4 „2 a • �' � 7 a J"ss '-0H .��----- +,3115 ❑}0.99 �l.t� „ 34 , 1. 134 � \ / ' ,� 4j0" / rK ;/ iC TRFF11 I C�68A9 37.,9 �__ TdM#L -• - -- -- - }z s, 133 i \ i 2so l \ 736 53 / _.__-_______ •,.�1, .... � � - Y a!N 133 3 RIM-130.96 �- �' - uo B, i / / SE z J9 J, 132 734.57 ,i - 12 122.73 // L.P'........ ,2129.64... /, NAIL ....... �: - < T) � 137..5 ' �Y9.J8 • 137.17 174.721- -- - i •132.76 �-- . • h - 123.41 .12r&5, INVout-126.31 ->.� 4".g¢ ______ -�_ we'r'e -.01 1.110•.......... LE _ 5 1` RIA! 191.40 _ 070¢ HI TE 3755 :o '.,� 132 .1x6 r6 137..95 ----------- 4 /NVin=125.05 �:_� Nairt -LINE w 114.62. _ - 762 - - - - . . . - � �- 2J 77. ..... 7.z z _-'-�-� '• MHB ,30.81 .......0 069 131 . . 413565 ` 1 - 1 13090 . . ' 2 J.... a'. 131.6, lNVtin�126.24(FM)I, TB : _ - . - _ . 9 11�11 11111 12,1.10 �.Q2.. ',7.1 76------------ - ------------ mte; - ---- CENTER 701,. .us e7 ys.66 Jz.Ss134.'l2 •,3757. _ 7130 a e� .se / 1231 11 ' � INV6i,d-124.99 WHIT�.LIN -�-�_�___ 3025 � . - _ .5 -. 26.68 -� � � � ii�o 7.7..88 /lIG l SMX X3836 _ (FND) CURB �UT'....a1..... a ! I 7.z 94 r �7 E -.L-_ - 130.7.9 t3o.,x ,}p pq \ CONCRETE SIDEWALK _ - - 1 4W �_ _. 8 '. - _ ,29.55 am __ ,29 7i .i ✓- .. L 506.$12 -1� - 1959.00 ,�8� � �' 9 S1 ,30.60 ........................................................................OHW.................................................. .. ..�.. __ H W.. 29 ..O �.r RIM !23.62 `� ` .131.58 �_•-aLrl`~__--_--_--__ , 123.21 ... ..... 122. .Z 5 --__- �) b `" •' BLdWOP#f__ ------ 130.07 \ .....GP. 729.79 ..... �^ ^� �� �`�� � � ,ryh ... ......��• 93 CB Iy6B62 � , INVtin=114.08 _��- ,'' ---------- gra I �' ___ ..................... ............................. .0 ............ z.0z = I a 12 \ 130.}i `� ,29.53 Z \ CB x'6865 J5 .. WHIT 129.39 f � - ���-�_�-----�------ E LINE - 12`� � 1 ,.87 GUTTER LINE M � z� •� 725.66 SLP 112695 .. 63 � NV-ut-----------113 8B S¢wer?. .s t4 DP..•. ..,.zs.78... \rye... 77.5.0... R 122. l ' / J�2 1 - I lNVout `` a _-__- 12/11='=(L S7 x9.14 d+ 2656 '; 72 127 .27 125.85 \ 13662 12361 a z RIM=131.97 : � J--__ 126.6 WHITE LINE z -----•�__ �_ OF EDIgN STRIP•': � DMH 1/6866 .: m'�Td ---- -------------- 1Y991 1 = IArV t74-125.51129 J 1 0 J 1. - �f8�11C•P)►►.__ . INVi72-z 125.19 953 _--- 7.767. 7.5.69 TMX I_ O 1. ��-_ JIVi�ut+'iZ551___ -- 29 s 1. 11�•a INVout=125.08 -_ _ 1. �__ ,17..,, ,31.77. •: fl ,30.70 \ '� �-- -----4"S¢w¢r FOTO¢ 26.7.1 137 s6 2655 __� - 12_(p)"- 13+53 i WHITE 4 ; - - Main----------------------- I 4 �-��" TMH1. 1. _ .� w E LINE �3 TMH TMX Td 12871-- I zs6 __ / _ • 171,97 Z4� •. _ ------------- - 128.10 _ ,26.77 J �- ---_-_ 127.69 1. __________________ \ JAS _._•_.11, 3ry 1. I 1. �, ---•-__ 17152 5 1w- (y ---.-__ ---------------- I ` _-___-Tau 1'- ti�� ;/ DMH /{6667 zak_ \ '\ X15 IXI�P)__ - w DMX y6864 �_��_� --------------------------------------------------------------- ----------- j 122.97 ---- - ---- --- 11 STOP LIGHT• f / RIM=130.73 7.3'= -'�-�- -_'--'-_-1------------- R!M-132.11 -� '�----_ i}0.91 �r ----- ---- - -- - _._,_ 4 31.96 �__ lNVtin=124.5706865) I --------4 S¢t2wr Fo,Oa Matin---------------�/------1/_------ 7.1.76lNVi•r1�125.37 4 WHITE LINE BG`11111�ND -------------------1. --------- INVin=125.93(#6868) _ _ _'_ -•.13790 - ---- (N ) --- _ _ 1 n -------- ------------------------- - ---- - INVin-124.29 6866 Ej r r 4 - ---- -- - INVin=124.74(y688B) '� _} _ - _ _ - _ - - 'RAFFIC SIGNAL A- --�__�-- IIVVi?1r '7.13(#6885) r1�1 J• � T I „jj„ v 12456 / _ RCP) •q _ _ _i6"W(CLDt-LO =124.34 77..32 132 - _ •ct;AD INTERSECT'\ i iJVVin=125.91026886) A • J�N I _ - ��1 - 124.20 £ _ app--Coca INVovt w 16"� _ _ . f�� P___ _ HIGHLANI� I WHITE LINE •'t, -C `4i`. (aPP70zl0c"i - ' Jj �� � �__ INVovt=124.28------ -\ �J Z9- J � i /?6 7.501 --- RCP) 246, DMH X26861 I I- �,�. 1. Q0 . lora) t _ .13,.7.0 30\ I b 2 z�. TBM 3 _ 1. _ },.J7 30.7 >6"D(RCP) �9 8 I RIM=124.61 # _ - 'r.- \ 1 a0 .\` : - _ - 31.54 130.95 �- ___-__- Z4 I -ST$1Pli&25�•-_--- --_ i INVin=120.73 862 - \ 1. r 2 \ -------------_ -- 7.6 _ G�TJTRIINE_OF M (IJ6 ) , -i7. DMX /6888 ,3219 rn \ - _ - - _ _•_ 73,4, _ _\ 15"D(RCP)---- ,27.87 -�_ �4 � INVi =118.7706850) _ - _ -� \ tJ,. 130.65 -- -- 7 WHITE LINE RIM-11,329.138.16 w \ i .............. \ --= __----- I IA'Vin=118.994"63r \ 4132.15 2 . : __�-_-�- / - _ \ 7.6.31 \ -1NV01d=T18.32 1. 13208 - - _ , '. J \ ; 130.92 - -•_ 130.14 �.-�-- DMX 663 I _ 1 - \ -- 1 ,1}7..191. , I CB X16886 - -'-rJC.ee- _._._•_ _ _ - - 136.67. RIM= 21 d.31 _ _ _ _,_._ - - - _ \ _ '` / i / RIM=130.92 -._._ _170. lNVi7a=121.68 -- _ - - - v 1 ------__ 17..12 3 \ ;� : INVout=125.91 _ -.-.-.-• -- INVout=121.45 I -- - - - - _ _ _ _ - -._ - _ �- i. 11.75 WH TE LINE Q Izs.dS -•-. __- - - - - ---- --- - -- - I - - - - - - - `-'_ - 1w _i_.- 17..06 1 o n �, \ (aP1P!L ocation� _ - _ - -'-- .- - - ---- - - '26.05 - - -.- # \\,\ 132.10 :, 1 J I r, \ - ( )- _ _ 1 ` 1 - - - .._.- - - - - .132.01 01 (.1 /IN V� \ ' - \ - •y7- �J qp, / 1`11 -130.61 \ ,••'• THT U N D -�- #392 ':132 647 31 67 1 1711 DMH #6885 / U E S O U T 1 1 B O D AVEN0. -�- \1 I;` RIM-131.61 3,.61 \ HIGHLAN EMH RIM=WHITE LINE 2619 HIGHLAND AVENUE 7 59 \J� ______�p; ,2a.3, - .� 1 13,.86 CB 18851 •13088 \ -CL O �O 0) j02 HIGHLAND AVENUE REALTY, LLC 131,73 • /31.65 i1 +31.54 13,.45 - # `\ ass RiY==131.32 \ MAP 3, LOT 5 I \ 1 131.41 '7,.12 131.43 \ 131 66 \\•� f - - ,,,}o HIGHLAND AVENUE 1. \ _ #402 ROUTE 107 SALEM ASSOC L.P. 131.27 't l `r) � \ N :. •3.2' --� _ � •. -- MAP LOT 4 O l SMX 3432 �-_- 130.94 ,. 136.60 1. __ '`s 3, .i R!M=131.75 -___ - \4 iNVin=126.38 _ - 131.26 130.74 30.01 -- - - - - - 1 INVout=126.37 :7 •'3213 _______� _ _ L * - HIGHLAND AVENUE Iq ,3,75 ; _ - '' 3 9 6 -- _-. - -- - CAMP LION OF LYNN MASS INC o 171.9. ' :g::�lPvcl---.- - - 131 130.6 - - - - - MAP 3, LOT 1 ' ` "�� -- HIGHLAND AVENUE 6 ; , --'---- -_ _ ,3,.77 a 71.79 ► oLDE VILLAGE MALL REALTY TRusT "'S2 PLANS TFOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY 0i ( L295i 31,70 #400 1 Z �ry ; 1 :z P. MAP 3, LOT 133 7 P6 P\\N 0F MgsS 35 247)f _ , ' .' 31 71'47 HIGHLAND A VENUE S SCOTT IAN q�S X ` _ _ - - / i OLl IGLACE MALL REALTY TRUST co m M _ ,,��al ENTRANCE TO MAP 3, LOT 5 TEAM: M PATCIVIL 1 / AND EGRESS FROM OWNER/DEVELOPER: ,0 9�0.3365 Y, o� � 3, I PAUL FERRAGAMO 9�FFSS/pNAL � 132.56 G J EP HIGHLAND PLAZA 419 HIGHLAND AVENUE, SALEM, MA 01970 0 1 )p Wa 978-977-9801 /� 172.s6 13.71 '�/ MAP 3, LOT 6 ATTORNEY: , %�`r� ,�-t` ' 0. DATE DESCRIPTION rnI NOTES RONAN, SEGALS HARRINGTON rn t h 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING 131 v 59 FEDERAL STREET, SALEM, MA 01970 DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. LOCUS IS 2.51± ACRES. 7. ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL (978) 744-0350 X107 Q lb" 41:zV : PERMITS, LOCAL AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY OF SALEM 1 DEFINITIVE z / '1267 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ARCHITECT: �J J SURVEY CORP., FEBRUARY, 2000. ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. HARRY GUNDERSEN = GUNDERSEN ASSOCIATES (D 3300 ll 3. PROPERTY LINE REFERENCES: 20 CENTRAL STREET, SALEM, MA 01970 1 8. IF EXISTING UTILITY SERVICES ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR (978) 744 1000 O 133.46 '\ `_ A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL INSPECTED BY TV. IF THE SUBDIVISION < !�' B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. Q SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED), IT SHALL BE FIXED SITE ENGINEER: (D SCOTT PATRO1fICZ, P.E. EXISTING CONDITIONS Q C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. AS PART OF THE UTILITIES PERMIT. *13357 PATROIYICZ LAND DEVELOPMENT ENGINEERING � Com,, :�P D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. 14 BROiYN STREET, SALEM, MA 01970 ILLI 13 fi5 Il E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. 9. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO � 1 ( (978) 838-8400 101' P 33.40 r', F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. SETTLEMENT) AS REQUIRED. G 1 1 RESIDENTIAL LOTS x.159 1 G. LAND COURT PLAN 71598, DATED 5/22/36, FILED WITH CERTIFICATE 11169. FIELD SURVEYOR: v 133.53 1 � 10. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE GAIL SMITH, R.L.S. NORTH SHORE SURVEY CORPORATION () 1 O 4. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW=0.0). PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO for a Site at 1 14 BROWN STREET, SALEM, MA 01970 0 1/ TBM #1: PKNAIL IN SIDEWALK, ELEVATION - 131.68' THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE (978) 744-4800LU 1 TBM #2: PKNAIL IN SIDEWALK, ELEVATION = 130.69' THEIR OWN SEPARATE APPROVALS. 4O 5 - 42 7 Highland Aveo � 427 1 TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' # 0 1_0 11 o TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' 11. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR z 3709 3}67 :. Salem, Massachusetts Q 1 TBM #5: PKNAIL IN CEDAR STREET, ELEVATION = 124.00' INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED APPROVALS YT y 1 J�1 TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. APPROVAL V NDER SUBDIVISION o iJ TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION = 161.08' 12. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONTROL LAW REQUIRED: - Date: October 13, 2009 ' TBM #8: TACK IN STAKE, ELEVATION 170.09' PLDE#99 34 Scale: 1 = 20 Sheet 8 of 8 C: i TBM #9: DRILL HOLE SET IN LEDGE, ELEVATION = 168.04' CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BECKETT. SALEM PLANNING BOARD 0 I ;' TBM #10: SPIKE IN TREE, ELEVATION = 154.41' Land Owner: Paul Ferragamo 1 .1 13. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING 111 ENTRANCE TO 5. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. INSPECTOR AND/OR CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED 419 Highland Avenue, Salem, MA 01970 34.24 USE OF THE BUILDING. THE EXISTING AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN 1 134.07 1 3 1 ,34,38 34151 �P AND EGRESS FROM 6. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS COMPLIANCE WITH CITY AND STATE BUILDING CODES. PATROWICZ GRAPHIC SCALE 3177 111 PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LAND DEVELOPMENT ENGINEERING 1 134.88 HIGHLAND PLAZA LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE 14. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES I 0 20 0 10 20 as ea 1 TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY NTH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND 14 Brown Street, Salem, MA 01970 C.) 134.93 PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG=SAFE AND VERIFY LOCATIONS OF ALL UTILITY ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE (978) 836-6400 LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTiUTY CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATiONS ON C_ NORTH SHORE SURVEY CORPORATION ( IN FEET ) LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE 14 Brown Street, Salem, MA 01970 (n 1 inch = 20 ft. APPROVAL. DATE: ( ) 978 744-4800 c \M Y E U O 0 0 FF DEFINITIVE SUBDIVISION PLAN TABLE OF CONTENTS 1 . LOCUS PLAN FOR A SITE AT 2. LAYOUT GEOMETRY •Hlghland 3. GRADING & DRAINAGE (L.I.D.) 05= 27 4. WATER & SEWER 5. LAIN SCAPING 6. ROAD PROFILE & CROSS—SECTION SALEM, MASS■ 7. SITE PLAN NOTES & DETAILS 8. EXISTING CONDITIONS APRIL 20, 2011 CD � Ljj L co `S"✓, MPDE�SNE Q„ co a" s CD ftp Y e Q Q Q A - b R Q • Cf 9,p o d , O D a to z r QQ 7 NOTES O ( 9 D d 1.LOCUS IS SWW ON SAIEM ASSESSOR'S YAP S LOTS 74,75 AND 76 LOCUS DOSIS WITHIN THE R-1 ZONNNG DISTRICT AND AN ENTRANCE CGI WM < OVERLAY DISTRICT.LOCUS IS 251*ACRES \ r o Q ��' f 0 ' $ 2 E76SBNG CON01710NS,TOPOGRAPHY AND PROPERTY UNE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH S :SURVEY CORP..FE00. FEBRUARY,20 m > t'� • ,�• • V O ra Q 1 PROPERTY UNE REFERENCES: v A LAND COURT PLAN 71596,DATED 11/5/47,FLED WITH CERTICATE 17949. (n > Oo Q x 0 S B.LAND COURT PLAN 77590,DATED 12/30/4Ey FLID WITH DER RFICA7E 17228. - GLAND COURT PLAN 7159F,DATED 2/10/47,FLED WITH CERTIFICATE 17333. �9,p D.LAND COURT PLAN 7159V,DATED 10/18/94.FILED WITH CERTIFICATE 65507. I i�V Q�� 'I'fj. E LAND COURT(ERTFICOATE 86593.DOCUIETII'317427. F.LAND COURT CERTIFICATE 64096.DOQIIENI 294466. O �/ �V Q ^ LAND COURT PLAN 71598,DATED 5/22/38,FLED WITH CERWICATE 11159. Q 1� � e G O1 �9�Pt' 4. 7IL5 RAN DOES NOT REPRESENT COMPLIANCEWITH CITY CF SALEM'S ZONING BY-LAWS(DIMENSIONAL VARIAN4CE3 ARE REQUIRED). 70 O 0 I p Qs - w NOTE: THIS LOCUS Q A O w CITY ENGINEERING DEPARITMENT SSG SD DATA B Q SITE _ THIS LACUS PLAN IS NOT TO SCALE AND SHALL NOT Z Q Q ❑i , BE USED TO DETERMINE ACTUAL PROPERTY LINES, J $ a - STREET LAYOUT AND/OR AICTUAL BUILDING LOCATIONS. QS tiQ� Q Q THIS LACUS PIAN IS INTE1NDED FOR GRAPHIC PURPOSES ONLY TO SHOW' THE PROJECT SITE IN = Q Q RELATIONSHIP TO THE GF.INF.RAL NEIGHBORHOOD. Q $ • �P�� Q O 0 \ APPROXIMATE GRAPHIC SCALE U' 6 ee a p O x * (IN Irm)� LL1 Q� e Q S❑ L INCH= APPROIZIMATELY 100 r1IT E 0 i BARNES CIRCLE #22 ---- --- BES CIRCLE �_ c #7 \ ------� \ R/CHP B BlNGHAY. JA / YAP 3, LOT BB CLARK STREET '\ /2 LC 6915//348 JORGEMAP . LOT LE9 77 V-! YAP 3, LOT 79 # I I \ 15,OIOtSF I I II I I \ 11.3783W BARNES CIRCLE 13,. B ❑W � dRURQUENOMINEE S3 REALTY TRUST MAP LOT 93 #14 3, / I LC 662141318 B� ES CLAW/p �V 20 `\ uHm vs IYN�047 M 1Wi10 ' TOBIA DELULIS I # I I # 01 3. LDT 92 LC 3202/144 BARNES CIRCLE #18+ CIRCLE p BARNES CIIRCLE 6 *� I DAYATO REALTY TRUST I BARA a7 liI[WLO I S1LVlA NAYNE \ / ,\ I PANFlLO DAYATO YAP 3, LOT 89 YAP 3, LOT 97 JOSEPH HOUR JOSEPH JR L.C. 13355/238 \ 5 '\ 1 L.C. 32714/333 YAP 3, LOT 90 0.�1W I I LC 69605/325 I `\ '\ CLARK AK STR9Zr /1 HENRY RUTEOIY1 ` 1 ppp� '\ LAP 3• LOT 7B ,\ C�Rx STli66/ 8•'a�0f$(: L.C. 57574/265 ROBERT RlDCE '( na0u 16,20-WI 15.O1Dt$P \ / 1s 000r� "/ / 1 t7�/\ L� YAP 3, !OT 1724 / �C,_I \ -\ LC. 70267/177 50.00• I 0.07 II \ / \ / I � �' #3 \I CLARK STREET \so�►�--- 1' 7. � O 11a \ O ) . � 7� W JEFFREY BACHYANN iv I $.1D• /s 41'* �\ YAP 3. LOT 77 , - uw we 1 LOT #2 --�� z958 20nw /g1�tig°g / LC. 63953/298 /� c-- I IAT ARSB=8,195fsF 85.94• 13°• . LOT #6 a 5•000 7 35 IAT WIDTH=38.92' IAT ARBA=6,910tSF � # O FRONTAGE=35.19' ` SA yI 117.9- i IAT 1/IDTH=87.43• ° 'II SOURAh' lSTION LP. Q I LOT #3 �� UffFROWE6E=86.43 gls�g HIGHLAl11D AVENUE IAT ARBA=0,216±SF ., sr, ° ACQU M :a LOT #4 >-J'i' \' YAP 3. LOT 127 Iy IAT WIDTH 74.91'• ` L.C. 68995/326 �- FRorrrecE=74.91' - IAT ARBA=6,730tSF �/ PARCEL A CV \ O LOT WIDTH=90.18' (NOT A BURRING IDT) _ LOT 5 SNOW STORAGE, DRAINAGE EASSY W FRONTAGE--90.04' 1 # 1 ` LOT eRSA=7,043tSF -\ \ AREA = 6,0e7t:IF W I �'n REAR YARD SETBACK=3, Iw LOT WIDTH=100.09' ' 0 NOTE: ALL DRAIN.)GE SI'RU �ES O in n FRONTAGE- \ ;: c \ 1 , (LEACHING HAS , CULTEC, c ta0` \�\ r I a CV I 4O �I O I \ ,s�`J�• \ PORCH Z HALL BE PA PERLY INW,t)17'AINED ,t A \ WO M ' O ^ O `O \`rd. I\ tp r A I ` '\ 't/ `�Vo `� BY HOMEOWNER'S ASS9CIATION. 1 CV II eM D + "'+w 7! II¢Y 1 O N" ) L=18.98• U1 I \ .(` d o HIGLAND AVENUE I FT F o --- --- w 1 \ E 10.00 I :SAYfiG-L Cf81L 403 �I� d9 } DRIVEWAY `T'• �- pg44 -_� ' 17 • YAP 3. LOT 72 # �T'CnjdCn C''F4'Pd\ * L��y�,T� I�IVSWAY 'rq W / `\ L 59.89' -3.951, • 3 LC. 5.577/25, w HIGLAND AVENUE LOT #1 A gyp, �' 1 = 129.50 rn .omR;_ -O 10,000t$F \\\ - - /_ -- py�,� 1110. \ 8g '�• g=220.50' S34'S5'20•W • CHRISTOPHER LANE LOT AREA=9,393tSF 'f'�Pd ` � 110.0• , /� ^ - YAP U. LOT 7.1 Nj IDT WHYTH=147.60' .�o- gbI 1=11.47 QNT y _ i PORCH DRIVEWAY N _ 07 O IO,OOp*� �,�aFRONTAGE=127.78 1 Y2R=59450 _ ARD SETBACK LAY 1 sby7 N 01 ROAD - 594.50' � L = 109.4T� O , I ` PL / / _- R r/r - R = 594.50 �"� cn I li m j ��S °Y`nT U ft+� A� -zy 49 UC WAY WAY 3 -' \ = - - - ; *I w 44YAIHi'3F ;' _--\�"i i �� , R= 179.50' S34'S5• •i MY 0350 $ o L= R-'=2 3c..5 8 A _ 33,E oa65 1 DRIVEWAY DRIVEWAY i \ ` / PR OOY • ^ 0p R * AY O _* 'U �6WAY? f- ,- _60 FRONT YARD PORCH L 75' 11 r!F II I 1i O I _ `r r_I I # 01 I / vii LOT #11 �`w, ti 10.0• PORCH ' "I�Y - 004Cg u AY ------ \-d IM o .:p~J 429 C) %l o aI I L01 =111312 a \'I� I+o ap m I 1 \ w v n IUGIILdND AVENUE >, ` I¢1 m ♦ w' w N I ,7'-, I BOSTON STREET REALTY, LLC (� --�_ �i / ! / , ' (measured at front ebtback line) r 117 Im• �+ P' \ s JI _ " a _ FRONTAGE= w1:'.`�'� LAP 3, LOT 125 "17/ F ' I LC 58851/272 _ n _ j8• �y y '`' •7 (measured at road R.O.. W., not incl PAT10 " x ¢ a m o '- 1. LOT '/J�(� REAR YARD '�° B �(�� IDS ) --- rn PATIO e�a } PATIO- IAT eRSA=8,914tSF 30' -a 50.00` LT}) gE ey ,� blend Ave. R.O,W. o o SETBACK= 18,825tSF 35 tills 1R.WC sauL ' I 2 k O 2� REAR YARD M wsr.w roec d SNOW STORAGE, SETBACK=30• - z in RD P�liO N REAR YARD - LOT WIM=92.08• C? M E _ DRAINAGE EASEMENT S S, sErBACK=30' LOT 8 (measured at front setback line) 71•lz -- ARBA=..14otsF 5ro1 LOT #10 I LOT #9 Lor seas 5zstsF \ FRONTAGE=108.67' L __ O O'18'$0••w 11anr rm) ` g---- -:, Ia[WIDTH=88 55 seared at road I;O.W., not incl �-- LOT AREA=:8,408tSF (me - e B.0 W _ = IAT WIDTH IAT AREA-8,1433SF Cler re. .lL) � I 1IRINfTAGB=81.99' _ 76.01. LOT WI G H-8ti t 5' LOT TAGE=8.7- - >Q _.._��_ -��-� /_� FRONTAGE=88.79' L L 1 _1i.tf1 at•n Z - - _ L = 508.81' R = 1959.00 Q NOTE: ALL DRAIN GE STRUCTURES - - (LEACHING HAS . CULTEC :z - SYSTEMS, CATC BASINS, ETC) - SHALL BE PROPERLY MAININE TAD BY HOMEOWNE S ASSOCIATION. o -- H:IGHLAND AVENUE (ROUTE 107) NORTHBOUND - _ 47 HIGHLAN392ENUE HIGHLAND AVENUE SOUTHBOUND id 392 HIGHLAND AVENUE REALTY, LLC I (n YAP 3, LOT 5 ' NOTE: THIS PLA=1 . ABEEN REDUCED FROM I % THE ORIGINAL. THE ACTUAL SCALE OF THIS to 396 PLAN IS 1" = 40' W / I HIC D AVENUE OWNER/DEVELOPER: NOT FOR CONSTRUCTION, PLANTS FOR PERMITTING PURPOSES ONLY ON I O/,OLVILLAGE PALL REALTY 7'RL'S7' jµIe �H/ I YAP 3. LOT 133 M' 7 00 PAUL F'ERRAGAY0 OF 3� I�,,A�r VENUE 419 HIGHLAND AVENUE. SAIEY, NA 01970 !� 0- HIGHLdlND AI ENUE (978)977-9801 IATT Z sG o ENTRANCE TO OLDE VILLAGE MALL REALTY TRUST/ ATTORNEY-AND EGRESS FROM YAiP 3, LOT 5 GEORGE ATE[NSFp, Q \ \ ROMAN,FEDERAL SEGAL,BAR SALEM -\ (978)744-0350 x107 59 STREI?f,SAIEY, MA 01970 J HIGHLAND PLAZA I LAP 3. LOT 6A HARRY CHIITECT:N NO. DATE DESCRIPHON i�B;ERSENI�OCIATES 29 CENTRAL ,SAIEY. IIA D197D DEFINITIVE SITE ENGINKE& L) ! SCOTT 8 INT 57RE Z.SAI.EY.IRA D 197° SUBDIVISION PATROWICZ LAND DEVELOPMENT ENGINEERING L..) �] (978)636-8400 0 o / FIELD SURVEYOR: LAYOUT GEOMETRY GAIL SMITH,R.L.S. NORTH SHORE SURVEY CORPORATION N u BROWN STREET,sALEY. YA 01970 for 00 TRA MC E 11 RESIDENTIAL LOTS p I/ I� I GT�w�A AssaCures Lnc- GIIFS EIAILY.P.E. fora sine at 10 NEW ENGLAND BUSINESS CENTER DR. 0 314 AXWVER. KA 018/0-ID66 #405-427 Highland Ave. I (978)474-8800 �� NOTES (978) Massachusetts 1..LOCUS IS SHOWN ON SAUDI ASSESSOR'S YAP 3,LOTS 74,75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING (/) I DOSTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT.LOCUS IS 2.511 ACRES APPROVAL UNDER SUBDIVISION Date: April 210, 2011 CONTROL LAZY REQUIRED: C I ZEAS NGGCCONDI�US.TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURWY PERFORMED BY NORTH SHORE PLDEQ99-34 Scale: 1" = 20 SALEM PLANNING BOARD Land Owner. Palul Ferragamo S.PROPERTY LINE REFERENCES - 419 Highland Avenue, Salem. 11A 01970 (n I U) A LAND COURT PLAN 7159G,DATED 11/5/47,FAID WITH CERTICATE 17949. B.LAND COURT PLAIT 71596.DATED 12/30/46.FILED WITH CERTIFICATE 17228. PATROIIRICZ C.LAND COURT PIAN 7159F,DATED 2/10/47,FILED WITH CERTIFICATE 17333. LAND DEVELOPMENT ENGINEERING (O D.LAND COURT PLAN 7159V,DATED 10/18/94,FILED WITH CERTIFICATE 65507. 14 Brown Street, Salem, MA 01970 GRAPHIC SCA E LAND COURTCERDFIC LE ATE 66593,DOCUMENT 317427. C F.LAND COURT CERTIFICATE 64098,DOCUMENT 294466. (978) 836-6400 a G.LAND COURT PLAN 71590,DATED 5/22/38,FILED WITH CERTIFICATE 11169. NORTH SHORE SURVEY CORPORATION E ( FEET) 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS(DIMENSIONAL VARIANCES 14 Brawn Street, Salem, MA 01970 IN DATE (978) 744-4800 U 1 Lnch= 20 R ARE REWIRED). O 01 1 U '!fit_ -----'-1 -- __ -- - ------- --- -- - 1 NOTES BARNES \ /' 1.DUSTING CONDITIONS,TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE "`L1aJ CIRCLE A \ /- / \, SURVEY CORP.,FEBRUARY,2000. 1 CLE \ \1 /'/ \ 2.BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM(MLW-0.0). ,� 1 TBM(1: PKNNL IN SIDEWALK,ELEVATION-131.68' i I I - - •\ `\`� # \ TEN/2: PKNNL IN SIDEWALK.ELEVATION-130.89' TBM/3: PKNNL IN MEDIAN STRIP,ELEVATION=124.20' I TBM i4: PKNNL IN CEDAR STREET PAVEMENT,ELEVATION=112203' �, TEN f5: PKNA9_N CEDAR STREET.ELEVATION=124.00' - #22 / _ - T13M/B: PKNNL N ISET IN LEDGE. NT,LEV ELEvTION-GN.148.81' / / \ TSM i7: DELL MOLE SET W LEDGE ELEVATION=161.08• ,7�/�/• OEac / ISM /8: TACK N STAKE,ELEVATION=170.09' / TBM/9: DRILL HOLE SET N LEDGE,ELEVATION=168.04' I / \ / T13M/10. SPINE IN TREE,ELEVATION-154.41' 9 I � I ^ 3. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION I #�V OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UnUT1ES V SHALL BE ISSUED TO THE SITE CONTRACTOR(CITY LICENSED DRAIN DYER). OTHER UTILITY UNES NOT PROPOSED AS 1 I I #f8 I \ \ SHOWN ON THIS PLAN.REQUIRE THEIR OWN SEPARATE APPROVALS I i #20 _ \ � \ 4. AS PART OF CONSTRUCTION.THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL I I I `� / FIELD CIRCUMSTANCES(AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES N ORDER TO COMPLY WITH LOCN_/STATE I BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REKUlIRE4ENT5 FOR CONSTRUCTION)- ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY(AND UABIUTY)OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PUDE -_ _- I ' J / �Y`r� ` I• APPROVAL SHALL AUTOMATICALLY NULL AND VOID Nl CERTICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE(OR UA3LE)FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL I , I lu c9ERR z +\ ,cis'c9c rI / ka Pavco ow,cw.r ✓ 6� v� -la_._ wA,. 1 1 �/I �� � v� � ��• � � I'll (]soul •'w+PO O zvAP,F eaxnen z"YAP1T � ,\ � I MISTING N AS IS -.i z 1ruA.�1 / , a / - -- / ro REMAIN AS 5 20-O�v 3's. 77 ` O - \ , � ` \ \ I 3 2a 1R _ _ Q47- Ai ia7s - �.. EIOSTING VE(,ETATION l dop I u-. _ .146.. TO REMAIN AS 5 35 2o-11An m"-I �_ +K 4 C I � � ' 3'1 .., ag - ---- 2a'rSrclwr IE7751N6 IWN TO REMAIN AS Is 156 t5'. CULTEC-e _ bq �A .-_ .REL-MW,- ,_ 6-� '�i I. ... - _ _. -_ __184 \- \ EFS=1 7.5 s, 15}. -~-"'-�.. .61 .`� 2e _ -.. �ts,,.s' 16r - ==.162 ••Y4. ♦ FPS=142.5 ' SIT Is715s _SSS -1sO- - -� _ 1<�� �, y nvw ` IG HTC :Ow MY FBE=138.b #3 155 uz. ;�•-._--.. ,6�= - 2, PARCEL A r n0. a ass + 151 153 Isa.3:" 1S]-'. 16a _ r `_101RACm 30PE_�T_IP) ... ; m + .... / 162 - _ > C Paas o FFS=153.0 : u `.� usa ..,..,.f •.. ..s 6 _ GRAPHIC SCALE ,., ROOF DOWNSPOUTS ` I IVs I 41.476ts» 160-_=-5-i�- - - .t56 �, , 1 \�1 6I40N' ' CONNECTED TO ROOF _ Kw} FFj=150.5 1 .. a FPS=148.0 °' \ ey. 15a - _ .. lEN)ERS DIRECTED 70 , - e 4. EN�'T .. CUL-TEC STORMWATER PORCH -�; FBS-144.0 _ , J�, 6 -,5�. ' Ii54_5 _ Isa3. -- _ 145.5 ` 1 I inch= 20)tL MANAGEMENT SYSTEM - �/Ip�� !_� 'e, 4 1)'PS=155.b z -_` - _:- 3 r �a `� -141.5 .. .F N0. --+4.1I ,145. ) 1 I-�-�� FPZ=150.5 I 1 te_AAYE - - (TYPICAL) � :..-._._ _ -__ - A - N '.r •- ♦ 138 m, 1 tai - 71 3 FM Jgl ra+AT .6 =..,'T,\L E ..-OII1lEF C01F00L W FFE 6 142 w r8Y ISaa5-S Ps __ ❑ I. LOT is cxPsgyaD� 154.5 9.5}`h } I49:� _ C lla s.6a 1 a61m wn ,e5 ' �- O 14z - _ Rva•I - .-- sz +,{9.j r° i =145. •.aJ I _. Anrz RY=ul 13191 - M '- •VRCB ! 1 ..398♦ ♦ --� -�% {6) 5 \- PORCH 4 -- CVaw.• -,D 4 ynH�2��' 'ww,cul, - -- Ise i9-T \� 5 L,• ✓ L - R.al J S, Is9 1ZD 1 7 avnr z'o __ o _ _ Ino n. 1 4 /_ \ 1 ...199- - - b ww,1=1 61 _ n t_ bh AY 14595 , 193 \ IFIb, Ze1EMMAl1 G IIF S 144 U ,6z x FPS=141.b FPE=136.b 611E IZb $ t N CJB/9 0 -- - 'Sq / --__ 15a _sy _ �- -_ _ \ '.p, P.aY - _ __- M Wrpg YAT(H FLEEING CO4 _ Luo N i39� FBS=132.5 a° aoz o nY I♦zao - ' �clla+I 1 �JI1 lw I #403 4 ®A b mlrl � � -- - I __ ,n3h/-1 �'�_A w:1�z1D - ',\ ,( ia4.s+na 1 -- ,s, s• ----- LLT �fi� -_ �/I -�--' �-��a�.�;� \ n'- 1_� ani' .. IVORCH, -1 Q 1 nEcw--xn `� l.� r40i^,F...ISo Sus i• G9/4 JJ y1. - PO) ." __ \ --137 sl[I�� [o I 1� woo-130 v, - -- wv 5.91 __ -- 138 _ w .0 PAVEn PAaalc Ae 29 • 1,7: s �� Ix west 1 '� 14p_ \ \ /�73 \� 1 ` ♦168.3 1,48.4 - \� f 13�_{- f4 t29-I IT9.5 I4 137.5 1aa.o 152 5 <. . PORCH - hrw.z .,.. j pO1tCH _ FPS-132 5 _ I I 1 vr0 I 8 `/ _v #10 0 w♦6s 1 PORCH laa- i s v 1, FBS=128.5 30.0 ry % o _ 9, z 8 N 1 I ow Ar ISe- - / ,«Os / Y FxP = .s o 148.5 s+ .: �>\\� lar s+ m _/?BS-14&5 I FFS=150.0 1sT _-,- t. 9 s FPS=141.5 , �I •1 w]e.l 1 I CREATE SLIGHT RIDGELINE AT 11 / i / az 142.1« PPS=149.5 # o /=' �.' PA,tn- � BACK OF SIDEWALK SO <// - I� -132- - 1 i�O; lIZa2 1 < <. nl FBS=141.0 ._IMP FFE=148.0 `g _ F8S=137.5 .1asz .. �I � oYVErar- RUNOFF FROM THE DPoVEWAr // / - SMH 11 1j ••S'� n v "e ! •;' + - 140. � V FPS=147.5 -----_ _ r AREASTORWATER M�AIIACUL-TEN f 'y IED A az.e rai - O 33 Jz IS DIRECTED TOWARDS THE / • 140]• ,+ ' FBS=136.0 1 to 1 ' ri 9 SYSTEMTYPICAL Isl"`I-131 - iw 13f7 PATIO 310 0•wR - Ni I � �,' to ♦ , `,. �„v.. ♦',45.0 .._faa' .r.(.� �r� v: I - +141.0 7'1 < �� car 33 1 1 ♦ � 139.6+ 145.0+ -R�'��i 1wzA n-A `- ,.,9 + +u3s PATIO -t. - -,37. J I u9.0+ !1x ?) w41E 1vlF °�cal [acsnFraL%-- • '•.� -6 1 - el isao I 13a - [e 129 .....,...,.....131 -1 0+ +1 W � r: - _ ---- i M•3A............ --rJ3- t� - lP 12a5h/ xrx ss+ W91E two --- ar ... 1T1 .1 -"�^�� MEETING VEGETATION AND DUSTING LEDGE FAC}ITO REMAIN AS IS 0E r '} _-- -- " 51 IxrN_IZ6 //Ir FEf.31 YATf]I FAS3R7 E%ONC 41x 1W/33.5 .•, , - - �� / a3S(MI5es4) OEOt OYI a1TIFR fllApE, FLAT-rp -- 4th ara. a -- _..... '3T _- - n1355 n 1 _ ,I 123 -. ,s1.wu4.2Hn94eq (TW) Rr=1]t m VITT _.. + -- i /rnr=rz4 s. / wwwl=1>aw JRI -- �m �� L �� �� 1 - •P' '► W wL1DJ QAr. us3u�1L/6s w u ___-._- 1Wa1w19 r MNn-1ffi65 m (.-�Q- SINE Il'< -1W 1325 ,.iac.1%<CREi-voEen.. .'p -�-- Mew62 2 1M /rIWFES rI ,rYwt.lt3.N MVwA=13W50 'o Mr4w3 (9 Fr/i 32.3 _ _ - -- yy9 tl4'- - p J ---'rgar Y1v�o-/a r t z AIV ' a Z , a w..,s3A1 w 1 fE3SR'SJ / -- Q la �r1 °3T )3ee HIGHLAND AVENUE (ROUTE 107) NORTHBOUND -m NOTE: ALL D AGE STRUCTURES I- - /rr.14=,um - - - - - a (LEACHING BAS NS, CULTEC ---�_ - rsga)- _ __----- plri- _ N -----------.------ i8R1NE-aLYOIMI-s�---.-. "Plc.lrq Torr M1°°^ v, SYSTEMS. CAT H BASINS. ETC) O z SHAH.BE PR ERLY MAINTAINED _ ---- ------ "r�Oj BY HOMEOWN R'S ASSOCIATION. •o Mus m(MSAFS tlIk1304a r/lFlm 3 Y\ '� Q //rreJ IES 91 xv W h8B - ---_ w+IlrF lw+E Q �. .4 � _ v 'r1 - Q �- Jx : #392 / W W w ,a `----= '�. HIGHLAND AVENUE SOUTHBOUND f_-- #440-450 '#402 1 #396 - - � zi IS PLAN HAS BEEN REDUCED FROM INAL. THE ACTUAL SCALE OF THIS Uj I, / #400 TEAM: q 'tel ENTRANCE TO OWNER/DEVELOPER: PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY PAU ANDEGRESS FROM 419 LHIGHIANGD,A KNUE.SAWN.Ms 01970 ♦N OF YITq j HIGHLAND PLAZA (97BI9T_9891 r1L i a �D93 =� 0 ATTORNEY: "+ J GEORGE STEINS 0,39556 59 NFEDERAL STREET,SSALEM.MA 01970 u 9INGTONf PCO y LEGEND (976)744-0350 X107 OI CU / DRAINAGE: LOW IMPACT DEVELOPMENT ARCHITECT: NO. DATE DESCRIPTION (L.I.D. STORMWATER MANAGEMENT HARRY RAL SIREN 4/�-, 20 CENTRAL STREET.SALEM,MA 01990 P�A���`LO THE:STORMWATER DEFINITIVE � OEIONED TO SLOW THE STORYWATER 2.OEEP PEASTONE DYER CATCH BASIN RIM AND I 4-PVC-SIXN35 ROOF LEADER(RD)DRAINAGE PIPES'(O CONNECT TO Ct1LTEC (9781 744-1000 � RUNOFF AND GROUNDWATER�FECHARGF �.�.,�FOR NS7ALL DOUBLE-GRATE IGRATE CAST NTO THE MTOP DIRECTLY t MODEL-2BOHD UNDERGROUND LEACHING CHAMBERS STM ENGRC?ER: '� 4YOAY AND S® BY MANUFACTURER DOWNSPOUTS(APPRO)IMATE LOCATION). GUTTERS SHALL BE DIRECTED TO THESE SCOTT PATROWICZ.P.E. PATROWICZ LAND DEVELOPMENT ENGINEERING / NOTES: DOWNSPOUTS•SO THAT ALL RUNOFF FROM TE ROOF IS PIPED(BY ROOF LEADERS) (RATE TO TO THE CULTEC(DRIVEWAY UNDERGROUND STORAGE)FOR RETENTION AND 14 BROWN STREET.SALEM. MA 01970 O -\\�\ \/�\/�� /�\���/����\�\ \�\ \/\�\\�/\/�\ \ _ I-___ --) BE LE BARON LP 26}2 PAVEMENT TOP COURSE EUFILTRATION (978)838-8400 ,/ SUBDIVISION _____ 2 YOR7M Nl JOINTS 1 / N°„ - •` I Mloa6 DRAIN 3.FOR PIPES w OPENINGS OMER COURSE _ SMALL AREA DRAINS(ORATE 12•X12•)wTHIN EACH DRIVEWAY TO COLLECT ALL FEUD SURVEYOR: RUNOFF FROM THE DRIVEWAY AND DIRECT IT TO(XILTEC SYSTEM NTH 4•PVC-SUR3s GAL SMITH.R.L.S. GRADING & DRAINAGE (L.I.D.) C I ••• •(` III PIPE CLEARANCE HOUTSIDE DRAIN PIPES.�INSTALL A SLIGHT LIP 50 WATER ON THE DRIVEWAY STAYS wTMN 14 BROWN STREET.SALEM. O 01ON TOT OF PIPE - THE DRIVEWAY)AND WATER ON THE'P'IDEWALK DRAINS TOWARDS THE PROPOSED NORTH SNORE SORYEY CORPORATION IIIIIII 4.PROVIDE MN.D.i2 SQ. 978 7"-46DD 11 RESIDENTIAL LOTS N 2-FEET MIN WIDTH J z SUBDMSION ROAD (VER P p N PEIN.R STEEL PER FOOT z - 4-PERFORATED IUVDERDRAIN PIPES PVC-SRD35 AT THE BOTTOM OF THE CRUSHED ( I III d - VIM FABRIC PER TIAASHro /Y 99. E 0 III �_J,F 1* _ b _ I- (TYPE14014) 48-±1-DIA.f FOR TO GRAVEL Imo¢ SE ED VATHIN THE PROPOSED ROAD GLLFS HAMM,P.E. for a site: at -I e e ON SIDES TYPICAL - STONE(INSIDE THE ROADSIDE DRAINAGE SWALES)CONVECTED TO THE CATCH BASINS TRAFFIC ENGINEER: M -IIIIII • , PRECIS 10 NASSE A LAND B (}} e- F J' 4 SET IN YO�Rr,W�OR PRE�CASr CONCRETE CHECK DAYS(SLK71T EARTHEN MOUNDS)OESW71m TO SLOW THE WATER INSIDE 111E IO NEW ENGLAND BUSINESS CENTER 00. 1 i ° H-20� T w o_ ORNNACff SWALE TO SO E ANDOVER 4 (L \ ( III - * I - I-\ \/ CONK.w5H A 28 DAY ------- - - -- w.- FORCE WATER IN THE CRUSHED STONE BELOW.THUS TO INCREASE TIME OF MAO 1D-1D66 #405 -42 igh nd Ave, I SES. INC. (AND OTHER EMTHEN BASKS N LAWN AREAS,.DE9OIFD 50 1e 7 H la i : COAPRE59VE STRENGTH TO �,a,p, a OF 4000 PI. ,1 CONCENTRATION (978)474-0800 III III II .a_ n _ I�I - 8.CATCH BAIN DEIGNED AND I , Salem, Massachusetts _ ,,s ,1- _ = I I` N LEDGE AREAS OVERBLAST AT LEAST BUILT FOR M-20 LOADING. DRAM PIPE(CIA) 1 LMI(1D REgIriED YInCATIVE STORMWATER CONTROLS USING i72USHED STONE SWNFS AND/OR -I I1-1I I 2-FEET SURROUNDING ALL IDES OF THE e - 1 EARTHEN BANNS DESIGNED TO N10W RAINWATER TO INFILTRATE INTO THE GROUND _ - 7.SEE BLOW-UP DETAIL BELOW CRUSHED STONE(TO ALLOW FOR I I THUS REDUCING RUNOFF. CONTRACTOR TO INSTALL A MINIMUM OF 2-FEET DEEP APPROVAL UNDER SUBDIVISION Date: April 20, 2011 \ �ISIIIIIII-I I I I-1 III-I EDILTRATIGN) s MIN. CRUSHED STONE (OVERBLASnNG OF LODGE 3-FEET MINIMUM BEYOND THE C71 ____ _____ __ STONE I5 REWIRED CONTROL LAZY REQUIRED: PLBEy99-34 Scale: 1" = 20' Sheet 3 DL a \r SALEM PLANNINGBOARD - \ MIN. CONCRETED PRECAST [ LAWN AREA SPECIFICALLY GRAD AND LANDSCAPED TO CONDUCT RUNOFF WATER / NITU scls YCRUSHED STONE(Nor 2-MINUS) _ R BASIN I ! TOWARDS A MITIGATIVE STORMWATER CONTROL DEVICE Land Owner. Paul Ferragamo NO MIRAFI FABRIC ON BOTTOM 4-PERFORATED PVC DEIGNED FOR H-20 I 419 Highland Avenue. S'aleln, ILA 01970 (n SOB 35 PIPE _ - LOADING (�SLOPE=SWALE - - CULTEC MODEL280HD UNDERGROUND LEACMNG CHAMBERS SURROUNDED BY PATROIKICZ LONGITUDINAL SLOPE) _ �� CRUSHED STONE INSTALLED PER MNNIFACTUREWS SPECIFICATIONS.(CONTRACTOR (p II II I( III I1 I I T� I I III - - LAND DEVELOPMENT ENGIIVEERING GRASSED WATER QUALITY SWALE �„STABLE SHALLOW (FLAT TOP) ��DVERBLAST N THIS AREA A MINIMUM F 3-FEET BEYOND CRUSHED STONE 3/4'CRUSHED S OMIE_6:M L DEP1N• BED)INSTALL FOR H-20 LOADING 14 Brown Street, Salem, MJ\ 01970 IOPW M2DI.2 C SUBBASE (978) 836-6400 P� ENGINEER SPECIFICATIONS DEEP-SUMP CATCH BASIN STORMWATER CONTROL NORTH14 HSHORSreetSaleYmCMRPORA?ION (J DATE: (978) 744-4800 O 0 U e�I�sl� I ; #1s I #1 Q n I \\ \ GRAPHIC SCALE V t �\ ]0 0loA 10 I I / \ #5 #20 cz I ( DTT) I I I �� A 1 inch= 20 M. I ' � -�_ #3S�% CUTkCM(AT VAN) I - #z I PER aTY SPEC #435 I \ I I S INVout=134 u PARCEL A J( I ' \ "• 11DLF 1.5-S PVC SCH80 #6 I \ RCH SANV-t=140.0 (FY LATERAL) VANEPO t\ 1 #t EJECTORPUNKNI(IMSIDE BASENE ) , SIH/2 + -"•y,71 t I �:.IN Vaut 143.5 RIM=141.25 rn X a ' # , NVaut=135.67 i O �SOT'S � 5 • I ,u`'S�II�/ PORCg # S.INVwt=140.5RI l-� •��-.- .INYn(/IQU7) , INVin=137.65(FM 5 �' `I✓ 137.556 GV k BOX O 7.0X- ! SIEPS064 n (PER ENV.ONE) #1 •a •' S.NWI '_13580•.1._,.�-. ` - Vi^(i4 .53�- •'-'--• -- " ; SIN �- I !� I•_ D C) t _-- 1 �• - NVin(n)=1ta.zs O I Nv•t-za0 1. t a1YNEY=t39.o `_ vn(il ) ,36.87 1 - --.-- - I 403 4G� /, ' ' ' - _�--�_SWVin(/B)=,37.50�°n-''� --�`�. __mss =1\ -_ �•� O,D.0% ' iur-reza 4 p SENBP/ 5�y 6's- rw Yne O I # 4� li / T•-Xll'•�'-•- -_ _> Gly) i _ SO 5 P - - y SUNY(/2)=132.89 m" 51EPS i�+,-_ S.N1Vn(i9)=137.52 ®a _._•_•-. CDNM I II '* GV k•BX(PER ENVON nILF 8S 0 8 s ` S.INYout=122.25 ' #429 `p INSTALL PROPERLY SIZED THRUST SJNV-t=140.0 f POOW% V.ONE i vac I Nom// BLOCKS AT ALL WATER MAIN BENDS TYP. PORCH v I ELECTOR PUMP �+ I � 9 I #+ I-5 INVout=139.0 I II pO�.�H S.INVout=138.0 ' (INSIDE HASEYEN T) # / I cy, I RIM-131-90 #10 #8 RIM-=326.34 , CONCRETE ENCASE SERER IF I _ INV-t-12624 1 18'VERTICAL SEPARATION 15 NOT I #9 I �I POSSIBLE(SEE DETAIL) I --_ _ / ` I S.INVin(/1)=126.67 PA770 ' YA Y►'� i I 110 1 0067L I PATIO Z 1L / m INYn=12535 a` ----_- _ - L ----- A - - zsw+ f yl , I I I CV , srx revs -- ------ - - - UTE 10 ) NORTHBOUND HIGHLAND AVENUE ( 0 -«;�M. - --- - -- ---- - -- / - -- H R 7 C) ---.. CN -- - - , cy. ---- - - +'v / ---- Cl1TdeCM(AT PAIN) #392 '=,, ;'& 1 ---- _ �_-- HIGHL,AND AVENUE SOUTHBOUND > I - - #440-450 zI - #402 I Q l � 396 ------ ----_ _ -_ - - - - - -- ---------- -- rd .4� ------ - - - #400 0 I %� /f 0 CROSS COUNTRY UNDER PAVEMENT Q e LOAM AND 5® OR APRON SLOPE SURFACING DR RESURFACING (N PROIECTI / AS REQUIRED. LU 8 TP. U_ tt�V��Jh \ \_ aCE _ -ROAD BASE(GRAVEL) N / •CP -SEE:CT BORROW afrACTED IN NOTE: THIS PLAN HAS BEEN REDUCED FROM N j o NO STONES OVER 2' THE ORIGINAL. THE ACTUAL SCALE OF THIS PLAN IS 1" = 40' LU NOTES PI LI Lw TES•+• PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY 1,EXISTING CONDITIONS,TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP.,FEBRUARY. SU1PE=O.8X MN. III.M2.01.2 A OWNER/DEVELOPER: O 2000. - N �yL - PAUL FERIAHIGHLAND VH'T 11�� LL 418 HIGNfAND AVENUE.SAI£.Y, MA 01970 3F•� � 9(plT 1111 ��ENTRY (978)977-9801 G a 2 THIS PLAN DOES NOT SHOW ALL UTKITY'ONES(AND/OR UNOERCROIND C(1NOU1T5)SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE UNDER PAVEMENT PAnXAxa ABTHEVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON SNFEIII6 W OL 4'LOAM AND SEED ATTORNEY• rae64 0 THE BEST AVAILABLE INFORMATION GIVEN TO PUDE AT THE 111E OF THE PREPARATION OF TRS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL y Z CONDITION OF EXISTING UTILITIES PRIOR TO ANY SITE WORK,THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY ON APPROVED SLOPE SLNFACNG OR RESURFACING GEORGE ATKINS J 9F0, PF' N FIRM N LmE PROTECTION - AS REQUIRED. ROMAN.SEGAL, IIARRINGTON Q LINES WITFHN THE PROJECT AREA. PUDE IS NOT RE9'(NSIBIE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES BEFORE,DURING OR NOTES: 87YP' 59 FEDERAL STREET.SALEM.ILA 01970 J FOLLOWING SITE EXCAVATION/CONSTRUCTION. 1. A CLEAN-OUT SHALL BE INSTALL AT ALL HORIZONTAL AND VERTICAL �` O (978)744-0350 X107 M BENDS IN THE PIPE ROAD BASE(GRAVEL) ARCHITECT: NO. DATE DESCRIPTION LS 3. ANY AND ALL CONSTRUCTION METHODS,MATERIA ,INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITIH STATE AND LOCAL PERMITS,LOCAL // HARRY GUNDERSEN � AND STATE BUILDING CODES CITY OF SALEM PUBIC WORKS DRAIN DYERS MANUAL,CITY OF SALEM DPW/ENGINEERING DEPT.SPEgFlCATONS AND = --- - COMPACTED CLASS'B' GUNDERSFN ASSOCIATES 0 CONDITIONS,MASS.HIGHWAY DEPT.SPECIFICATIONS.AND GOOD ENCANEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY SEWER TRENCH DETAIL BACKFILL SOTABE TO 20 CENTRAL STREET.SALEM. MA 01970 DEFINITIVE aQU.+ PLEASING CONSTRUCTION. N,,:. To Scale O ACCOMODATE SURFACE LOADING (978)744-1000 i IND Y1.01.0 OSHALL) 4. IF EXISTING UTILITY SERVICES ARE TO BE USED,CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A ♦ SITE ENGINEER: CERTIFICATE OF OCCIIPANCY,THE CONTRACTOR S/IAI1 HAVE THE SEWER LA11RN INSPECTED BY N. IF THE SEWER LATERAL IS IN DISREPAIR(NOT SCOTT PATROWICZ.P.E. SUBDIVISION !_ gg SELECT BORROW PATROWICZ LAND DEVEIDPYENT ENGINEERING 7 CL=AN.CLOGGED WITH DEBRIS AND/OR ROOT,BROKEN OR CRACKED),IT SHALL BE FIXED AS PART OF THE UTILITIES PERMIT. 5 ¢'•. III COMPACTED IN 14 BROWN STREET.SALEM. KA 01970 U FINISHED GRADE MAIM L1AE 12"MAX LIFTS (9711)638-8400 Q5. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH(PFR MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT)AS g- MH D M1.020 REWIRED. III. NO STONES OVER 2' F�I.D SURVEYOR: WATER & SEWER ON 6. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED \/��\\\�\ \\��\\//\\��\���\\\ j/�/\\�/\/�/�\\� \\ YyL • _-. - ,8'YIN. ;q BROWNGAIL STREET,OSTR�EEI'.RE VSAL.BY�YA OIL970 for N IMPROVEMENTS SHOWN(XVI THIS PLAN. THE ACTUAL CONSIRUCTIDNI PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE 91E CONTRACTOR(QTY �% �.�i,,y,� fi :.�, � �, 2 I 11 RESIDENTIAL LOTS (,) UCENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN,REQUIRE THEIR OWN SEPARATE APPROVALS. `� € lI1C 36'MN._10 111 TRAFFIC ENGINE BIi: N FAR1H IN LEDGE GILES HAMM.P.E. 7. THE SITE UTILITIES CONTRACTOR SHALL COORDINATECOORDINATEDIRECTLYECILY 1WI1H THE CITY DPW MID/OR CITY ENGINEERING DEPT'.FOR INSPECTIONAI_SERVICES i R�5 w 1- VANASSE k ASSOCUTGS,INC. for o site Out THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE ICTY DEPT.FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY $g t� NOTES: 10 NEW ENGIANU BUSDNI ceNreR DR. SPECIFICATIONS FOR THE USE OF EACH PROFUSED UTILITY ON-ONE. - 1 NEW 8-WALTER MAIN LINE SAL BE CEMENT UMED DUCTILE IRON PIPE(CLO),BELL AND SPIGOT SUITE 314 #405-427 Highland Ave. a n� _5 WATER MAN CRO6916 MANl1FACTl1REDI BY WARREN PPE(1R FOUNDRY COW,OR RD.WOOD CO.(R LLSPPE Call.OR EQUAL ANDOVER YA O1810-1066 8. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHAT BE BASED ON THE EXISTING CONDITIONS(FLOW s ABOVE SEWER LLE(LATERAL AND/OR MAIN) PIPE SHALL CONFORM TO AWWA C15D-71. THE CEMENT MOtTOR LINING SHALL CONFORM TO AWWA (978)474-8800 0 k PRESSURE k SIZE OF WATER MAIN)AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BEC(ETT. w n 0704-71. MIINIMUM EARTH COVER FOR ALL WATER LINES STALL BE FIVE(5)TETT. Salem, Massachusetts L) Y 18-MIN.• MECHANICAL PIPE JOINTS(TYP.) 2 NEW WATER SERVICES(FOR DOMESTIC USE)SHALL BE 1.5-NCH(MINIMUM DIAMETER)COPPER TUBING (n 9. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY,THE CONTRACTOR AND/OR YEP ENGINEER SHALL CONTACT THE BUILDING INSPECTOR AND/Oft -NOTE- IF LESS THAN 18', ARE REQUIRED WITHIN 10-FEET OF PER CITY SPE IFICATIONS MINIMUM EARTH COVER FOR ALL WATER SERVICES SHALL B_FIDE(5)FIST. APPROVAL UNDER SUBDIVISION Date: April 20, 2011 CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED USE OF THE BUILDING. THE EXISTING PARALLELING LINES CONCRETE ENCASE SEWER CRpSyNG AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY sIPRNKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES. WATER LINE AT SNE SEWER LINE 3. INSTAIl PROPERLY SIZED CONCRETE THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES AS REQUIRED CONTROL LAW REQUIRED: PLDEp99-34 Scale: 1 = 201' Sheet 4 of 8 WATER/MAIN EOR BELOW. TO BE INSPECTED BY THE CITY PRIOR TO POURING AND AFTER POUR(PRIOR TO BACKFlLUNG). SALEM PLANNING BOARD AND/OR SEER MAIN AND/OR LATERAL ( O (VAN LINE AND/OR BLDG.SERVICE CONNECTION) 4. FINAL SIHE OF WATER LINES SHALL BE BASED DR MEP ENGINEERING CALCULATIONS Al.SHALL BE Land Owner. Paul Ferragamo - 10. AS PART OF CONSTRUCTION,THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENT BASED ON ACTUAL FIELD CIRCUMSTANCES AND/OR BLDG.SIRN(E ig (li TO AS ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITIH LOCAL/STATE BUILDING CODES,MHO SPECIFICATIONS AND ABOVE MENTIONED CONNECTION BASED S. THE EXISTING CONDITIONS(FLOW k PRESSURE NtE k SIZE OF WATER VAN)AND TIME PROPOSED 419 hland Avenue, WeEn, NA 01970 1V IN.•• DEMANDS. THE SIZE AND LOCATION(i THE WATER LINES SHORN(N THIS PLAN IS PRELIMINARY ONLY AND �8 (n REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY(AND LIABILITY)OF THE CONTRACTOR. FIELD - ARE SL6ECT TO CHANGE- _0 MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOD ALL CERTUCARaNS ON THIS PIAN AND ACCOMPANYING `"'°� I-L,�TMµ10'• PATRO�YICZ '♦� THEN CONCRETE ENCASE •••YMTI7R MAIN CROSSING 5 PRIOR TO OBTAINING A UTILITIES PERMIT,THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT DOCUMENTS PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANGES MADE WITIHOIT PUDE APPROVAL THE SEWER UNE BELOW SEWER LINE(LATERAL AND/OR MAIN) THE CITY TO SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FUR THE PROPOSED LAND DEVELOPMENT ENGINEERING @ (FLOWABLE FILL IS ALLOWED) BUILDING(S). THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT.FOR REQUIRED 11. STREET TREES PER CITY OF SALEM REQUIRMENT PLANTED 30-FEET ON-CENTER. FINN LOCATION TO B_DETERMINED IN THE FIELD BASIS)ON --NOTE: ENCASE SEWER UNE 6'FEET ON EITHER APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS 14 Brown Street, Solem, MA 01970 FINAL UTILITY LOCATIONS AND GRADES. MINIMIZE CONFLICTS WITH FUTURE TREE ROOTS AND AS-BUILT UTILITIES. SIDE OF WATER LINE CROSSING (978) 836-6400 12 THE HOIELATERALSNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE COMMON SEWER FORCE MAIN. THE ENGINEERING DESIGN OF TIME WATER LINE TRENCH DETAIL NORTH MOM sURM CO6p UnON SEWER FORCE VAIN AND SEVER LATERALS(COMMON AND INDIVIDUAL)SHALL SE PERFORMED AND SPECIFIED BY F.R.MAH(NE7 AND ASSOCIATES DATE (978) 744-4800 SEWER CROSSING WATER DETAIL 14 Brown Street, Salem, MA 01970 D (ENVIRONMENT ONE). U o s vie O U I j - j --- 1 #22 #1J4 I #�s r r \ , j I #18 I \ \ I � I I #zo � l �\ 5 I I / # \ -- APHIC CALF W GRED S w 1 .alp�aer I ��I 8-FOOT HIGH VINYL FENCE(WITH LATTICE AT THE TOP)PLACED ON THE PROPERTY UE♦\ 5. W7 nWw l r r W., za'R` (FINAL LOCATION DETERMINED IN THE FIELD BASED ON EXISTING TREE LOCATIONS AND FINISHED GRADES). FENCE TO BE INSTALLED BY DEVELOPER BEFORE COMMENCING fs. '° o v4nTn°anF:wnr (IN nmT) z°•o,Orav y __.-,sZ-__ - it ,. CONSTRUCTION- THIS FENCE SHALL HAVE A GATE(FI/AL LOCATION ro BE celE7RMNIm etr ♦c �` \ /✓ c 20 fL Ist _ z.I P� OTHERS. TIES FENCE AREA SHALL HAVE A 2-FOOT BORDER(ON THE NORTHWEST SIDE)TO NnnT E 1z'u4r1c x`/r PREVENT W®GROWTH NEAR THE FENCE IT IS AGREED THAT THE MAINTENANCE OF THE I sn•unu C Anra IpuE°ra 1z unvEc % FENCE WILL BE THE fESPON�UIY OF THE OWNER O BARNES CIRCLE,ONCE THE '/ ,ss FENCE HAS BEEN//INSTALIID(AID THE WARRANTY HAS EXPIRED). \ ETtl A - I e0,A0FR I EXISTING N AS IS za'wraar a a 51 s. sz -► _--_ z E v\ '/ TO REMAIN AS IS as /- ` O.-.,w - 5 TO REMAIN AS IS rs, 21— GATE ai z4-1 s t mcc 'JJ _ ;- _ _ ElYS1INO VE(EfAlIQ1 Ass -146 GETATION TO RELAY)AS IS - ,52 _. ru r 1 va. \, o __ _ /S ,fi3-152- EXISTING VEGETATION #435 2 - — _t4r 5 x 4 0•\ - ,51.5 _ - 161 --760 - - ro REMAIN Ass Q .�raar \\s 55— — PARCEL A V�) -- - t '153- #3 ,53 ;�; Q , #•�'. `3• I I ♦ti+ °♦o- t� =�iaS iS4 156 , � C , /^ y h' � �� \�1: G I 61,asr ` ''°. `\ . / / , \ - ��� 153 #u c/ 11 G - ar,. Lr POIU H ,.J. s2 _ —. _ 1 \ I ,rn�aE ..,`je l - L / s1gPs_ \\ \ Pqq� ! #4 .ri - �.�_ ` i33a53-_-\ 151 �� i it CD r �_/ r.J a 44- 145` ^W e OCA PRIVACY SCREEN: 2 NORWAY ' al "0����t �1JN1__ , t 4243- __ ��h���'`,, ) IMI las_ Elw.k� 11/ 149` i 1n1 a 151 a• � n ^ x o W �g ' 1 O I SPRUCE(OR EQUAL)8 TO _ aJ Q I I TO PLANTED- FIELD NAL LO A71ON teA/ -- , / \ 'EPS 1 I W _ _ — s. BE _ p� 1 LL 14 ys. 1 sa s __ r NED BASED ON FINAL GRADES AND 4., :, \ ` r sr 1 J ,fiz P(jj(('$' PLACEMENT OF STONE „1 'Fo i _148\' "`\ \rs .ISO- - _ 145 / ✓ _. - r WALL(S)AND EXISTING V \ -137. I Q, ' / Teo..._ -ISIS- - -- / / \ e, Q VEGETATION TD BE -- - - --- - ' s n (� I .PRESERVED. '\ I b of / STEP$. -144 --143 \ ---.-,10. -- -_�-- _ _ 1 - ' ODOtS)STEP DETAIL - # / Ch I �, '., ,36� ---,�a-,\ I//LJ � 'i J •� �'_ /� ♦se / \� \ \\ \�}, ry / r I l #40/ I ft° F 13s 1� `ae J #403 Q �� �jy4e \\ \ �j p PORCH �. nE_1sA.n J ! -•'.aV$ Jz_ � Vit_ __ -137. J� •Ti_ � sa__.. ._. / ♦ "" _ - 138-�\ \ I \ /� PAum PAlxw.< z -rJe 5� \� - ,u- /��\ ,�,h / \. i , , /\� #1/29 I ^ , R ' ras / u° JS .� / 13J #11 _ - xa rouao eon __ �1�IhIF ,w l # r oainr PORCH b / _ _._ I LV p R - -- -- ~ 1�\ `° ...147- # 1.7 '-•.--�-�__ rss ---�.. ---- raez �-'. -_-' }z '�i/ 1 � -T f � tae - _ _ y � —�•- _ - �_ '- / .r I + = / `-`�,� _f `PAM --.. ,°. -738- ,. �,,7a, ♦ r / NO - ,JJ / 1 'I1,)� PATIO ,az ♦>9 ,� _- ♦% 01 _ w,E OFc c'0rrscc ,sz\- -3 (.�\\ i( `, _ '� w. t s U I ♦,° ( _ s xs. - r I -�ZY: 137-x'--T- .' -132 - 3 — W4¢ 131 EXISTING VEGETATION AND E70S71I/G LEDGE FACTO REYNNJ AS IS .gas ,s s,wc Ero:X r•a _ '�'_-- _ w wF1rn <:. `----_._--- wu._ ♦2'F rias,w°mNoa,F sgrwnlx - — 123 °a 1E w -- 11nT K�'ra'nN eFap � 1 m _ QtA55 COSTING C tlY 4^[NJ♦ '1 N Warr:.uNE . PRIVACY SCREEN: 6 ARBOED. F(OR EQUAL)6 TO e-FEET HIGH MIEN PLANTED. FINAL LOCATION TO BE -'--=',�-�-.-___ FIELD ASED ♦Y1 f PLACEMENT FED STONE WALL(S)ON FINAL TYPICAL AN° n. W HIGHLAND AVENUE (ROUTE 107) NORTHBOUND Q - p arTA I:x arm Q 0 I #392 � l 4M,E,� - _ __------ I '�. HIGHLAND AVENUE SOUTHBOUND ° - -' I ` #440-450 Q I % ---- - -_- -- -- - #402 I #396 - - - r j %, w j #400 -- - I � 1 ENTRANCE TO I AND EGRESS FROM NOTE: THIS PLAN HAS BIEEN REDUCED FROM \ K{ ELOPING LEDGE FACE AND/OR OVERFLY 0 \- q HIGHLAND PLAZA SLOPING VERY MALLOW SOIL COVER THE ORIGINAL. THE ACIIUAL SCALE OF THIS ~ 2-s - I PLAN IS 1" = 40' LUONON DNALG 250 WATT HIGH PRESSURE W _\ TEAM: SELECTION LIGHSODIUM.ANTITIOUTURE LOOKING `�_ OWNER/DEVELOPER: i'I,ANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY o DIRECTIONAL FINAL'S]ECTION PAUL F'ERRAGAMO BY OTHERS. 419 HIGHLAND AVENUE, SALEM, MA 01970 ,v,!w M4S�C r (978)97'I-9801 p , � score NNI sc Z N GEORGE ATKINS MTPO CZ Q � ATTORNEY: j CIVIL M.IVIL J RONAN,SEGAL, HARRINGTON 9E'Q,, PFO H STREET TREE LOCATION SHOWN 59 FEDERAL STREET,SALEM,MA 01970 Ca ON PLAN)3.5-CAIUPER(TYP)WHEN PLAITED (978)744-0350 X107 PER CITY REQUIREMENTS ARCIRTECT: NO. DALE DESCRIPTION p BLACK RIDNFOR� LANDSCAPING NOTES GUNDERSEN HARRY GUNDERSEN i RIBBER HOSE 20 CENTRAL STREET ASSOCIATES SALEM.IIA 01970 + MOUNTING PER 7W0 STRANDS OF i18 1. TREE TYPE TO BE APPROVED BY CITY(MANNING DEPT)PRIOR TO PLANTING. (878)744-1000 DEFINITIVE MANUFACTURER 4•E SW AWE LNiiT POLE E OUAGE TWISTED DESIGNS FOR yyLI STEEL WYE 2- PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN/ SITE ENGINEER: 100 MPH MIND UGIT BASE COVER YI STANDARD FOR NURSERY STOCK,PUBLISHED BY THE AMERICAN ASSOCIATION O SCOTT PATROWICZ.P.E. � `'Q�TM (PER MANUFACTURER) PP 2"x 2�SPRUCE POST NURSERYMEN,INC. ALL PLANTS ro BE FLKLY RETWSENTATIVE O'THEIR NORMAL SPECIES PATROTHCZ LAND DEYELOPMeNT ENGINEERING SUBDIVISION 0 / b UNPAINTED 7'HIGH ALL PLANT SHALL BE HEALTHY,WELL-FORMED,FREE FROM DISEASE AND DEFECTS,AND 14 BROW STREET,SALEM. MA 01970 THREE REWIRED PER TREE (978)836-6400 p t•CHAMFER TAGGED WITH THEIR PROPER NAMES. , R WRAP ro LANDSCAPING 3. PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO FIELD SURVEYOR: c � FIRST BRANCH GAIL SMITH. R.L.S. C '\\�• 1 / /� SURFACE TREATMENT o 35'CAL Ot PLANT AT SAYE DEPTH AS WAS AS TO NOT ALLOW RUNOF(FROM THE PLANTING BED)TO BE DIRECTED NA A STEEP N0(SEE PLAN) 8TI SHORE SURVEY CORPORATION N FINISHED GRADE F R ONEYINCH BELOW GROWN X)(OR W/IN LOAM(CLEAR ANDAGRRUB AS N CCESSARY). REMOVE STONES STICK$PROTRUDING ROOM l4 BROW STREEf, SALEM.YA OI970 fOr N rCED R BARKM MULCH (976'744-4600 11 RESIDENTIAL LOTS BU9f16 - PVC CONDWIT(2'AYR.) T BARKS UNSUITABLE SOIL,PAVEMENT AND OTHER DEBRIS ALL PLANTING BEDS SHALL RECEIVE Y CEDAR BARK MULCH TRAFFIC ENGINEER 0 (71P.)l ER R J� z 4"MIN.SCREIINED LOAM ANO 2"W N.BARK MULCH. CUES HAMM. P.E. ao 3/4"qAM GALV. _Y,i �- SLOPE TO FORM DISH g SLOPE TO FORM DISH TO VANASSE A ASSOCIATES.INC. for P site Pt STEEL ANCHOR BOLTS(4) Toy CONTAIN WATER 4. EACH PLANT SHALL BE'WATERED-IN"TO REMOVE NR POCKETS DURING PLANTING 10 NEW ENGLAND BUSINESS CENTER DR. - EMBEDDED A MINIMUM OF FINISH GRADE(SEE PLAN FOR NOYD AROUND EDGE Oi - I THE LANDSCAPE CONTRACTOR SHALL NOT PLANT ANY DAMNED PLANTS THE LANDSCAPE SUITE 314 #405-427 Hlgh�and Ave. a _ 30"INTO CONC.FOOTING SURFACE TREATMENT) PIT 70 CONTAIN WATERUNTIE ANDOVER.MA 01810-1066 FROM AND RqJ_ ROOT BURLAP CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO NEARS AND REFUGE .- ',. !• COMPACTED GRAVEL FROM TO'1/3 O R00T BALL (978)474-8800 0 SURROUNDING FOOTING \\.\\\\\\' /\ \ \/\\ THOSE DEAD PLANTS WITH A PLANT O SIMILAR SIZE AND SPECIES U �••;;:.,F..�`:1 MOUND AROUND EDGE O PIT Salem, Massachusetts •i-' CONCRETE FOOTING(PRECAST OR .\� i\�i\ 5. ONLY SLOW-RELEASE ORGANIC GRANULAR TYPE FERTILIZERS LOW IN NITROGEN � APPROVAL UNDER SUBDIVISION I .12•x12"SWARF ONE CONTINUOUS POM)(4500 pei) UNTIE AND ROLL BACK BURLAP )' I ,� FINISH GRADE(9:E PLAN FOR CONTENT,SHALL fE USED WITHIN THE PROPERTY. Date: April 20, 2011 FIRM STABLE FROM TOP 1/3 O ROOT BALL u I _ SURFACE TREATMENT) CONTROL LAW REQUIRED: SUBBASE LIGHT POLE IS - 3/4"GROUND ROD Y PLDE//99-34 Sc01e: 1" = 20• Sheet 5 of 8 CENTERED (IF REWIRED BY 6. NON-ORGANIC(OR INORGANIC)PESTICIDES,HERBICIDES AND FUNGICIDES SMALL 1107 BE SALEM PLANNING BOARD .w- ELECTRICIAN) F RAFTER MOLE WG _ BACKFILL MIXTURE USED WITHIN THE DESIGNATED DEP APPROVED GROUNDWATER PROTECTION ZONE N AREA • ?:.-•••°.':` FOR ROUT BAIL AND Land Owner. Paul Ferragamo 0 NOTE .: t:• ••: TAMPED BACKFILL MIXTURE ., .•M1 •••...- PROPER AMOUNT O ORGANIC PESTICIDES,HE7tR(70E5 AND FUNGICIDES MAY BE USED SUBJECT ro REVIEW AND S • BACKFILL MIX APPROVAL OF THE ROMLEY CONSERVATION COMMISSION. 419 Highland Avenue, Salem, MA 01970 U) I. FINAL UGHTING ro BE DESIGNED BY OTHERS. THIS DETAIL IS A SUGGESTION O A BACKFILL MIXTURE(TIP) R907BA1 TYPE O UWTPOLE THAT MIGHT BE USED FOR PERMITTING PURPOSES ONLY(AND NOT TAMPED BACKFILL MIXTURE 50%LOAM.25X SAID+ FOR ACTUAL CONsTRUCTKIN). FINAL LIGHTING DESIGN.sPEcricAnoNs,LOCATION.HEIGHT ,. �, ,./� 25X PEAT MOSS,MANURE! MD71'I"� 7. ANY PLANTINGS UTILIZED IN TIME LANDSCAPING O 7N5 PROJECT SIAL NQj IE PATROWICZ STALL BE SPECIFIED BY OTHERS SUBJECT TO THE APPROVAL O TOWN BOARDS I_ 2rW - J VERMICULITE INVASIVE PER THE PUBLISHED Y.I.P.A.G.LIST O PLANT SPECIES DESIGNATED AS INVASV£ - ---- (LIKELY INVASIVE OR POTENTIALLY INVASIVE)AS LISTED BY THE DEPT.AGRICULTURAL LAND DEVELOPMENT ENGINEERING 2. THIS DETAIL STOWS A CHANE PRECAST CORP.PRODUCT NO.LPD-12 OR APPROVED NOTE FINAL LOCATION TO DETERMINED IN THE FIELD BASED ON MINIMIZING CONFLICTS WITH FUTURE EQUAL TREE ROOTS AND AS-BUILT UTILITIES FINAL PLANTING DEPTH TO ADJUSTED BASED ON FINISHED RESOURCES. 14 Brown Street, Salem, MA 01970 SHRUB PLANTING DETAIL GRADES (978) 836-6400 LIGHTPOLE DETAIL N T°I° � Not 1°s`°Ie TREE PLANTING DETAIL NORTH 14 SHORE SURVEY CORPORATION own Street, Salem, MA 01970 DATE (978) 744-4800 0 p U LOT #3 PARCEL A LOT #2 N.CURW a r U- LOT #4 LOT #6 LOT #5 f0 ,MHR2�; i v ,.:_� '-,e0.- �,•�� r v \ r \ \` H.CURVE 02 +76.17) LOT 1 / -; +g // aa, i. 5 \ l210 wr mAo Q �- *� - -- - "ill \ y * 3 1 Q H.CURV£it -, --_.--. -fes_ `r 1+ -_}♦- %}'�_ ^ - �_ i O - - _ e - - i LOT #7 n / �d T R n e. _, LOT #11 LOT #10 LOT8 a f 133 LOT #9 # SMN i -' CURVE �T CURVE LENGTH RA OQiD DELTA PLAN ins _ pi C1 158.66 100.00 10159 I42S3 90'54'16' I C21 281-581 615.001 143301 279.13 26-14M- I C31 48MI 200DOI 24MI 48.70 1359.15• HORIZONTAL SCALE: 1" = 20' Ex GRAPHIC SCALE - - - - m ------- .•►. 1. 0 130 _ HIG YAW EY$DNG (SITTER GRAI)E, \- �MA(/1 ( D'1]�C) HLAND A VEN 11»�_ 20 n lE (ROUTE 107 Q ) NORT HBO UND CD CV ('7 CV CREST VERTICAL CURVE LENGTH OJ=172.0' SAFE ST13PPM SIGHT DISTANCE(S)=125' V A x 20.0X ELEVATION 160.0 ------------- -N s 4.3' - _ - 3 -- ELEVATDI K60 ---- U N i' GI=+IDX Pvt N ELEVATION 152.0 i - ---_-----__ - _ -- - - - -. - , ELEVATION 152A (n FINISHEDCENTERLINECENTERLINE ROAD PRU'1LE z 0 EXISTING GRADE(ALONG PROPOSED ROAD CENTERLINE) U) r, i PVC ELEV>K4614FR_ PVT \ y� ELEVATION 144.0 W / -- 1 ^ ELEVATION 144.0 SAG VERTICAL CURVE LENGTH N=100.00'N.IAT (F+ERt �m - 178LF Ell O 1.05 FTAnELEVATION 136,0 1 -__.__.__.._ _ SECIft � - ELEVATIN 136.0 � SMH12 w b )O i RIM=141.25 N nCVZli2=+105 INKn=135.77 r l ~ Pv1 a 4% INVwt=135.67 �j n +> > SAG VERTVAL 17RVE LF 1QJ=52.34' ELEVATION 128.0 m Y s 6A4' 1,\ - ELl1N1T'Yll YWIAI SMH01 L d o s ''' CDTo EwsnNc RIM=13t.90 Is N SMHOW56 IN740=126.34 aM GI- W1 ■1 INV t���=126.24 b o m G2--3AX n 0 r e( ^ ^s R 7) w g ELEVATION 120.0 ~ 1 I tbNl Y .bp N nbi � 'd ELEVATION 1260 F'�T4"L .� • g> d W + W 1JWJ <> J H!J W s s ELEVATION 112.0 E'LEVATOI JIM LLT - w w w � w w w w w w w Q w w w w > 11+00 0+50 J J 1+00 I+50 J 2.00 2+50 3+00 J 3+50 4+00 4+50 6+00 5+00 5+50. W W z W, P O b N Q a F a a F F n d "`, ti H ti H ti w ti H ti ti ti H w _0 0 ROAD PROFILE Q HORIZONTAL SCALE: 1" = 20' VERTICAL Ur VERTICAL SCALE: 1" = 8' GRAPHIC Q HORIZONTAL GRAPHIC SCALE SCALE e° ( IN FEET') 1 oc Lh 8 tt LLJ 4 LL E I inch= 20 R ° (n NOTE: THIS PLAN ,HAS BEEN REDUCED FROM v THE ORIGINAL. THE ACTUAL SCALE OF THIS (n PLAN IS 1" = 40' C) TEAM: PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY 0 a•WIDE JEW OF WILY POWER/DEVELOPER: PAUL HIGHLAND AYO 0I 111� -- _-�- -_--- -- -- -- - 419 HIGHLAND AVENIfE.SALEM, MA 01970 t�1N `GI 0- (978)977-9801 0=3 SCOTT AN C=G MTROWCZ 0 ATPORNEY- = GN` 3 Z 5'WADE GRASS STRIP(INCLUDES SGE) GEORGE ATKINS u DEOFa v Q - - RONAN,SEGAL, HARRINGTON PLANTED STREET TREE 59 FEDERAL STREET.SALEM, ALA 01970 PLANTED PEAR(TYPICAL) (B (9781 744-0950 X107 PL (SEE DETAIL) ARCHITECT: NO. DATE DESCRIPTION Q HARRY GUNDERSEN t t! GUNDERSEN ASSOCIATES Y3 (9 CENTRAL STREET.SALEM.MA 01970 DEFINITIVE 24'WIDE ROADWAY �W 197x)744-I001 SITE ENGINEER: 8 30 WE GRASS STRIP SCOTT PATROWICZ,P.E. PATROWIC'L NAND DEVELOPMENT ENGINEERING aUSUBDIVISION U B D I V I I N O SSM SIDEWALK y 5'WIDE SIDEWALKSIDEWALKI4 BROIrN STREET.SALEM. MA 0(970 STORMWAIER NJTY "�.. -/ --_-._. 1978)096-8400 ASSED CXXWIT•� RRL E D° CO �E TYPE BASF ILD H, RVEY°R: ROAD PROFILE & CROSS SECTION COURSE TYPE I-1 CRUSHED STONE BED CQN.g T1PE 1-1 GAIL SMITH, R.L.S. 3 THEREBY DETAINING RUNOFF NORTH SHORE SURVEY CORPORATION 1.5'BIT.CONC.BASE (SEE DETAIL) 1.5"BIT.GONG FINISH COURSE TYPE 1-1 1.5'EEr.COOT.BASE 14 BROWN STREET,SALEM. MA 01970 for U 3:1 MAX �1 COARSE TYPE 1-1 COURSE TYPE 1-1 (978)744-4800 PITCH 4"LOAM A SEED 2.5 BIT.GONG BASE COURSE TYPE 1-1 TO MEET -i_ 25 g 2x 1/4" a, MAX TRA C ErrcnLtEER: 11 RESIDENTIAL LOTS E705T1NG --I -� t-1/4'�' 7rr.-__ O GRADE I y \ PITCH GILES HAMM. P.E. i \ TO MEET VANASSE A ASSOCIATES,INC. for a site at O EXISTING 10 NEW ENGLAND BUSINESS CENTER DEC III�iI II ° n II ° �° 8% ° II :o ° a I-IiI 1 QRADE SUITE 914 #405-427 Highland Ave. y I O. E O I I t.t+. II I LII- ANDOVER.ALA 01810-1066 III�I-I __ __ 24 W _ _ °� III i�� _ ---- III II I III Salem Massachusetts 0 I IIS i I I;I I I I�I I _ III - GRAVEL BASE ACED 1 I� z 1- I- I II-1I I III-�I I I11I I-I 1111' (TMD «+AI+� +G(sem NOTES APPROVAL UNDER SUBDIVISION UJ 6"MIN.VEL COMPACTED _III I I_I III I I III-"" BOTH SAES OF ROADWAY 9'MN.COMPACTED Date: April 20. 2011 GRAVEL BASE 1.EXISTING CONDITIONS TOPOGRAPHY AND PROPERTY UNE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE CONTROL LAIN REQUIRED: (n _111 GRAVEL BASE 00 ,2-DRAIN n_0 SURVEY CORP FEBRUARY 2000 PL DE b99-34 Scale. 1" = 20 Sheet 6 of N P ' \ SALEM PLANNING BOARD ++ 2'CRUSHED STONE(NOT 2"49.015) /-m J rc7 UNE / GAS 2. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION Land Owner- Paul Ferragamo �cl�4� ,` 10'SEPARATION(SEE DETAIL) Y OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES 419 Highland Avenue, Salem, ILA 01970 (n DEPTH DETERMINED "A� SHALL BE ISSUED TO THE SITE CONTRACTOR(CITY UCENSED DRAIN LAYER)- OTHER UTILITY LINES NOT PROPOSED AS BY RESPECTIVE E-9N79t S'SEWER SHOWN ON THIS PLAN,REQUIRE THEIR OWN SEPARATE APPROVALS PATROIPICZ UTILITY COMPANIES MAN MAIN CO aDl PVC SDR353. AS PART OF CONSTRUCTION,THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL LAND DEVELOPI[ENT ENGINEERING (7) FIELD CIRCUMSTANCES(AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WATT LOCAL/STATE 14 Brow Street, Salem, MA 01970 BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO (978) 836-6400 ROAD CROSS-SECTION FOR A MINOR RESIDENTIAL STREET (SALEM) TSIs PLAN ARE THE AUTOMATICALLY N(AND D VOID)OF THE CONTRACTOR. FLED ADJUSTMENTS MADE WITH U PUDE NORTH SHORE SURVEY CORPORATION APPROVAL SHALL AUTOMATICAl1Y NULL AND VOID ALL CERTICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS- 14 Brow Street, Salem, MA 01970 :3 PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANGES MADE WITHOUT PUDE APPROVAL DATe (978) 744-4800 U O 0_ U 2S1M1 HYDRANT PUMPER CONNECTION (MUNICIPAL STANDARD) _ UNOISTRBED �I;lly_f ,D _ FACES ROAD EXISTING PA SA�Il FU6ES E)ISIIIG PAVEMENT SITE PLAN NOTES SHORT-TERM PLANNED �"""""Y DE "`BIT.CONC. DEMOLITION FINISHED GRADE - SIT ALL DEMOLITION OF STRUCTURES,UTILITY ONES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS SEDIMENTATION & EROSION CONTROL MEASURES SURFACE w Com. ts� � • -- EXISTING /, f I "I'll" I... PROPOSED SITE UTILITIES DURING CONSTRUCTION) ') I 11 QAC BORROW COURSE BINDER THE FOLLOWING NOTES PERTAIN TO THE UTNITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY OTHERS AND SHAT BE CONSTRUCTED PER THE MOST 6'GATE VALVE J 12'MAX UM DISII/G- COURSE RECENT LOCAL AND STATE BUILDING GODES. (PDR FEDERAL NPDES CONSTRUCTION RELATED REQUIREMENTS AND DE'S STORM WATER MANAGEMENT POLICY VOLUME d) AND BOX - MID M.020 GRAVEL p NO STONES OVER 2' I - APPLY THESE PLANS DO NOT SHOW ALL UTILITY LINES(ND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS PERFORMED ON NSIBLL ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS THE FOLLOWING REQUIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION T CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN THRUST BLOCK '� � �"MIN I =I TACK COAT ON OF DOS7ING UNDERGROUND UTILITY LINES SHOWN(IN THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN T PLDE AT THE TIME OF TIE PREPARATION OF ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCYS(EPA'S)NATIONAL_POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)GENERAL PERMIT PROGRAM FOR STORMWATER B'WATER MAIN I THRUST BLOCK O =II 6"MIN��EDGES THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES PRIOR T ANY SITE WORK,THE SITE CONTRACTOR SHAL NOTIFY DIG-SAFE AND VERIFY LOCATIONS DISCHARGES FROM CONSTRUCTION SITES(A5 LAST REVISED T°TAKE EFFECT OCTOBER 31,1998). THE FOLLOWING SEDIMENTATION AND EROSION CONTROLS SHALL BE EMPLOYED T MINIMIZE I I �� OF ALL UTILITY DIES WITHIN THE PROJECT AREA. PUDE ASSUMES NO RESPONSIBILITY(OR LIABILITY)FO2 N1Y BROKEN(OR DANAGED)UTILITY DIES BEFORE DURING OR FglOWING SITE EROSION(AND TRANSIPORT aF 9DIMENT)DOWN-(iRAgENT TO ABUTTING CITY STREETS DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE PROJECT. THE FOLLOWING EROSION 8.8ffi�TEE !9K 6 FT 18'GRAVEL SUBBASE _ EXCAVATION/CONSTRUCTION. CONTROL MEASURES SHALL BE EMPLOYED(AND PROPERLY MAINTAINED WRING CONSTRUCTION): OO NOT BLOCK OfUMN HOLES MHDM1.3.SITS MHD COMPACTED 0 TYPE B ANY AND ALL CONSTRUCTION MATERIALS,METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS,LOCAL AND STATE BUILDING CODES,CITY _ _ NO STONES OVER J"DIA. - I. 1. STRAW WATTLES TO MINIMIZE SHEET EROSION STRAW WATTLES WILL BE PLACID T°TRAP SEDIMENT TRANSPORTED BY RUNOFF BEFORE IT REACHES THE EXISTING DRAINAGE SYSTEM OR 18'.18 TIB POURED�„ONC. 18•MN PUBLIC WORKS DRAIN LAYERS MANUAL CITY DPW/ENGINEERING DEPT.SPECIFICATIONS AND CONDITIONS MASS HIGHWAY DEPT.SPECIFICATIONS,AND GOOD ENGINEERING/CONSTRUCTION LEAVES THE CONSTRUCTION SITE WATTLES(B TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BLACK MASTIC NETTING)WILL BE SET AT LEAST FOUR(4)INCHES INTO THE MEC". pMl PIPE dp'JE, I_� BASE FOR SIIPPORI SUITABLE PRACTICES FOR SOUD/PERYANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW(OR REPAIRED)UTILITY LINES ARE SUBJECT TO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF. WATTLES SHALL SE PLACID ON ANY DISTURBED SLOPE(THAT WILL REMAIN UN-ALTERED FOR MORE THAN SEVEN DAYS). JOINT ,KHF OIISHED STONE OR PEASTOIE COMPACTED APPROVAL FROM THE CITY. WATTLES SHALL BE PLACID EVERY 20-FEET DOW SLOPE SO THAT THE WATERSHED FOR EACH WATTLE LINE IS ONLY 20-FEET WIDE WATTLES SHALL BE INSTALLED PERPENDICULAR T I m (NIR 1 CU.YD.) - �•��^0_: BACKFILL WATER FLOW. THE WATTLES SHALL BE STAKED WITH WOODEN POSTS(1.5-INCH SQUARE)4-FEET ON CENTER 4,w I-- .. I I - SEE TRENCH IF EXISTING UTILITY SERVICES(AND/OR MAINS)ARE TO HE USED,CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. DETAIL 2, al T ErFIrJN[:= USE A%T FENCE(DETAIL SHOWN ON 7F715 PLAN)AT THE DOWN-GRADIENT PROPERTY LINE(ALONG THE HIGHLAND AVENUE SIDEWALK). THIS SEMI-PERMEABLE BARRIER 6.5'11IN. -o� THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH(PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT)AS REQUIRED. MADE OF SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION T MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE THE SILT FENCE BARRIER SHALL BE DUG INTO THE _ �; NOTE PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. 1HESE PLANS VIRE INTENDED ONLY T OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION O THE PROPOSED IMPROVEMENTS SHOWN. THE ACTUAL. GROUND AT LEAST FOUR(4)INCHES AND BE HELD UPRIGHT WITH WOODEN STAKES SPACED TEN(10)FEET MMT(MAXIMUM)_ THE SMALL SPOIL PILE SHALL BE PLACED ON THE 1C W 297 IVP. -P CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED T THE SITE CONTRACTOR(CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT SHOWN ON THESE PLANS,REQUIRE THEIR HELDLIP- T THEENT 917E OF THE AT FENCE 71E WOODEN SPARES LS-1"O"SQUARE)SHALL SI DRIVE"INTO THE GROUND AT LEAST BALEEIGHT BA HERS THE T ACEDSHALL BE FIRMLY PERMANENT PAVEMENT PATCH HELD TO THE WOODEN STAKE WITH MANY CONSRRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE THE SILT FENCES AND HAY BALE BARRIERS WILL BE REPLACED AS DETERMINED BY "O� 1.HYDRANT NOZZLES SHALL BE SET AT A STANDARD HEGHT ABOVE FINISHED GRADE OWN SEPARATE APPROVALS PERIODIC FIELD INSPECTIONS. 2 CONSTRUCTION71AND OF GATES AND HYDRANTS SHALL SE IN ACCORDA(OE WITH AIWA Not o Jcoie CINGS," AND AIWA C502RANT W WITH 6' UB B E AND :GATES(OPD/RIGHT) '0'• THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY(TWO)DPW AND/O2 CITY(TOWN)ENGINEERING DEPT.FOR INSPECTIONAL SERVICES THE SITE CONTRACTOR }. CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH HAV BALE BARRIERS(WHERE APPROPRIATE)AND/OR SILT SACKS THROUGHOUT RINGS,'DARLING'HYDRANTS WITH 6'HUB BASE AND 5"VALVE OPONM/GS(OPEN SHALL COORDINATE WILL EACH RESPECTIVE CITY(TOWN)DEPT.FOR REQUIRE)APPROVALS AND PERFORM REQUIRED TESTING PER CITY(TOWN)SPECIFICATIONS FOR THE USE OF EACH CONSTRUCTION, RIGHT)WITH TWO 25'HOSE CONNECTIONS ON A 4.5'STEAMER CONNECTION'DARDN(; 4•LOAM AND SMD PROPOSE)UTILITY ON-UNE 4. TYPE D-50B,'QUICK FO'HYDRANT SHALL BE USED. THICK 2 TO PLACED AT A 22 GGRA RADE FOROA ELENG7H OF FEET AND A MINIMUMµOFQU25-FEET./E]XIT WILLBE LL BE CONSTRUCTED OF A PLACED ENTRANCE FTO DIRECT RUNOFF TO PROTECTED CATCH BASIN \ \��\��1� CRUSHED STONE PRIOR C WORKING(ON-970 AND/OR 88-INSIDE THE ROA)RIGHT ES WAY).V THE SITE CONTRACTOR SNAIL OBTAIN INGEANY U PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR HYDRANT INSTALLATION DETAIL SHALL CONTACT gG-SAE O 1-888-341-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION WORK. INLET OR TEMPORARY SETDLING AREA IF DEEMED NECESSARY,AFTER CONSTRUCTION BEtlNS A WASH PAD MAY�INCLUDED T WASH OFF YEENCIJ=WHEELS BEFORE LEAVING THE BIT.CONC. PROJECT SITE Not To Scole BIDER COURSE AS PMT OF CONSTRUCTION.THE SITE CONTRACTOR MAY WANT T MAKE FIELD ADJUSTMENTS BASE)ON ACTUAL FIELD CIRCUMSTANCES(AND/OR T RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH AN TH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE 5. CHANNELS CHANNEWILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO ESEDIMENTATION DIMENTATION BASINS OR PROTECTED CATCH SIL COUR y, RF_SPONSOUTY(AND LIABILITY)OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PUDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTICATIONS ON IRIS PLAN AND BASIN INLETS TP COURSE 61NK g ACCOMPANYING DOCUMENTS PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL 6. TEMP ARY WENT BASINS WRING CONSTRUCTION,TEMPORARY SEDIMENT BASINS WILL BE INSTALLED OTHER AS EXCAVATIONS OR BERMED STORMWATER DETENTION STRUCTURES ff�l WATER SERVICES(FIRE AND DOMESTIC): THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR T CONSTRUCTION. ANY WATER LINE CONSTRUCTION DEPENDING ON THE GRADES. THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME T ALLOW SUSPENDED SOL PARTICLES TO SETTLE OUT PRIOR T Sl SQ.WOOD POST lO TO 4'O.C.OR a - 41ALL COMPLY WIl}1 THE CITY DPW.FIRE DEPT..WATER DEPT.AND ENGINEERING DEPT.SPECIFICATIONS. A YEP ENGINEER SHALL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING DISCHARGE THE DISCHARGE PONT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-GRADIENT SIDE OF THE TEMPORARY STEEL RFBAR DOSIS SET 10'MMT COMPACT MRM ATTACHMENT UNDESTUHBED DLL4FN1(E GRAVEL WATER LINES A YEP ENGINEER SHALL DESIGN THE WATER DISTRIBUTION SYSTEM MEETING ALL APPLICABLE CODES. THAT WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE FINAL SEDIMENT BASH. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED T MINIMIZE EROSION OFF-SITE THESE BASINS SMALL BE LOCATED BASED ON CORD ARWNO _.� BEHIND LOCATION OF HYDRANTS(OR PIV VALVES)SHALL 13E SPECIFIED BY THE CITY FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER PIPES IS 5-FEET. REFER T WATER TRENCH DETAIL CONSTRUCTION NEEDS AS DETERMINED BY THE SITE CONTRACTOR. POST TWICE i (SEE PlA1Q Q•O - GRANITE . V _ EDGESTONE FOR PIPE SIRES AND MATERIAL TYPES. 7. GETATI a cT D17ATI(IN: STABILIZATION OF OPEN SOIL SURFACES WILL BE INPLEAENIID WITHIN FOURTEEN(11)DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE GRADED DOA)g1ADEllT CST E C GAS MjAQF: THE CONTRACTOR SHALE LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION.FINAL LOCATION,SIZE DEPTH AND TYPE OF MATERIALS T BE SPECIFIED BY BOSTON TEMPORARILY OR PERMANENTLY EASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STA13KJZATIOI WILL BE USED TO MINIMIZE EROSION ON ,�� S W 1G O CONCRETE C SLOPES OF 3:1(H:V)OR FLATTER. ANNUAL GRASSES(SUCH AS ANNUAL RYE GRASS)WILL BE USED T ENSURE RADIO GERMINATION AND PRODUCTION OF ROOTMIASS. PERMANENT �/j MARAFI FAIiI0 C _ (- •, IBR CAS COMPANY,100 COMMERCIAL STREET,YALDE71.MA 0214$CONTACT: COLLEEN LOVE(617)723-5512 EXT.6334. D Q STABILIZATION WILL BE COMPLETED WITH PLANTING OF PERENNIAL GRASSES OR LEGUMES ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY ��j\. - A I= GRANITE n gSPncu cT'STT�N: INSTAL A NEW MAIN SEWER DINE AS SHOWN ON THESE PLANS MAIN SEWIA DINES SHALL BE 8'MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF HYDRO SEEDING OR SODDING. A SUITABLE LOAM TOPSOIL GOOD SEEDBED PREPARATION,AND ADEQUATE LIME"FERTILIZER AND WATER Ml BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF ��Y SPOIL M- gT9L 9-SN SYS THESE VEGETATIVE STABILIZATION METHODS A LIGHT(POROUS)SPREAD OF HAY MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING T PROTECT SOIL FROM IMPACT OF FALLING RAW �/ COPACTED RAS 0 L' 6' III-NONE CD 0.8%(SELF-CLEANING VELOCITY: 25 FEET PER SECOND)UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALE SUBMIT SHOP DRAWINGS T THE DESIGN ENGINEER FOR APPROVAL PRIOR AND TO INCREASE THE CAPACITY OF THE SOIL T ABSORB WATER. �' BASE T ORDERING 6U STRUCTURES,MANHOLES,TANKS,PUMPS,RIMS,PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS _ co B, rYINCTw_HCnrIN SEalcrxx: THE CONSTRUCTION SEW ENC_OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND(INCLUDING PLANNING BOARD SUBDIVISION AND DPAINACE N NEW SEWER MANHOLE STRUCTURES SHALL INSTALLED ON STABLE EARTH(AND/OR SOLD FOUNDATION)PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEYER MANHOLE ALTERATION PERMIT FROM THE CITY ENGINEER). AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE CITY ENGINEER,EARTHWORK WILL BEGIN TO MOVE _ ,COMPACTED FI01•_ -._--- I-I 11- STRUCTURES SHALL NOT BE ALLOWED TO SETTLE STRUCTURES INSTALLED ON UNSUITABLE MATERIAL(WITHOUT A PROPER FOUNDAnON AND/OR PILES)SHALL BE DEEMED UNACCEPTABLE BURY FABRIC 8.111' I-)I I I I LI I I OO AND SHNl BE TIE RF.SPON9BILITY OF THE SITE CONTRACTOR T REPAIR OR REPLACE EXISTING SOIL MATERIAL.AND BLAST LEDGED. TEMPORARY SEDIMENT BASINS SHALL BE MAINTAINED THROUGH IFIL EARTHWORK STAGE 00 THE PROJECT TO CATCH SEDIMENT BEFORE IT IN GROUND.DO NOT STABLE SIIBBAg- ROWS CFF-SITE ONCE THE GENERAL GRADES OF THE LAND HAVE BEEN ESTABLISHED,THEN THE ROAD SUB-BASE AND BUILDING PADS CAN BE SET. THEN,THE UTUTIES WITHIN TIE PUT SPOIL ON 11 RAND THE SITE CONTRACTOR SHALL REMOVE LOOSING SEWER LINES WIIERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY UNE(S). EXISTING SEWER MANHOLES(T BE DEYOJ4IID) AGE CONTROLS ARE PUT IN PLACE BACKFILL IN ACCORDANCE WITH GEOTECIINICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION. SIDE OF FENCE NOTM T ROAD IS CONSTRUCTED,PERMANENT DRAINAGE FINAL GRADING,THEN PAVEMENT,THEE)LOAM AND SEED ALL DISTURBED AREAS WITH HYDROSED. 1.GRAVE EDGESTONES PER MDPWW M9.04.2 TYPE SB O SHALL BE PUMPED OUT,CRUSHED AND BACK FILLED WITH CLEAN SAND. PROPER COMPACTION IN 12-INCH LIFTS IS REQUIRED IN ORDER T REDUCE SETTLING IN THE PROXIMITY OF THE OLD NOTE CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL(DMT OF WCPo() 4"MITI.THICKNESS.1Y 11l WIDTH OF FACE N DEMOLISHED ARMHOLE STRUCTURE 10. MAINTENANCE a-EROSION CONTROLS' TE SITE CONTRACTOR LL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THESE PLANS. WRING CONSTRUCTION,IFIL AS SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR T)ANY 2 ALL ADPW GRANITE EDGING SHALL BE WD AT Ch ALL SEWER SERVICE LATERALS SHALL BE 5'MINIMUM DARTER PVC SDR-35 WITH A MINIMUM SLOPE 6 1.0%(SELF-CLEANING VELOCITY: 25 FEET PER SECOND)UNLESS OTHERWISE NOTED. ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH RAINFALL EVENT RECORDS OF INSPECTIONS WILL BE PREPARED AND EXCAVATION OR EARTH REMOVAL ON-STE THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. N MAINTAINED ON-SITE BY THE SITE CONTRACTOR.SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN FOUR(4)INCHES DEEP,OR AS NEEDED.DAMAGED OR STOR11 DRNNA(E SYSTEM: INSTALL NEW CATCH BASINS,DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. THE DRAINAGE DETERIORATED EROSION CONTROL DEVISES WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION.SED04ENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY NOTE: CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY PIPES TYPE SHALL BE BASED ON THE DEPTH d-EARTH CONK. SEE DRAINAGE DRENCH DETAILS AND PLAN. THE ESE CONTRACTOR ACCORDANCE E VAIN CITYHOP DRAWINGS TO THE DESIGN DISPOSED OF CFF-SITE. SPOIL PILES SHALL.BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE CITY ENGINEER SHALL APPROVE THE STABILIZED EARTH PRIOR T MAINTAINED AT ALL TIME IN ACCORDANCE WITH THE ORDER O-CONDITIONS(WETLANDS PERMIT) SLOPED GRANITE EDGING Z THE REMOVAL OF EROSION CONTROLS. AND IN G000 OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED.ENGINEER FOR APPROVAL PRIOR TO ORDERING 6bff STRUCTURES,MANHOLES,TANKS,PUMPS,RIMS PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS / NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH(AND/OR A SOLD FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH LONGTERM INSPECTION. OPERATION & MAINTENANCE SILT FENCE DETAIL (SGE) CURBING INSTALLEDBASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE STRUCTURES INSTALLED ON UNSUITABLE MATERIAL(WITI THOUT E PROPER FOUNDATION/PILE) - SHALL BE Not To Scole b DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR T REPAIR OR REPLACE N N ME L SITE CONTRACTOR SHALL OBTAIN APERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES AN THE STE CONTRACTOR SHALL CLEAND REPAIR(IF (POST-CONSTRUCTION) REQUIREMENTS 'ED REWIRED)EXISTING STRUCTURES IN ORDER T INSTALL NEW DRAIN LINES. SUMPS OF EXISTING STRUCTURES SMALL BE CLEANED PRIOR T ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND Z MAINTENANCE PLAN(IN ACCORDANCE WITH DEP STORMWATER MANAGEMENT STANDARD/9). THE FOLLOWING OPERATION h MAINTENANCE PLAN IS T BE PERFORMED BY A LEGALLY O THE SITE CONTRACTOR SHALL OVERBLAST A MINIMUM OF 36-INCHES BEYOND THE CRUSHED STONE FOR ALL LEACHING STRUCTURES,DETENTION BASINS AND WATER QUALITY GRASSED ESTABUSHED HOMEOWNER'S ASSOCIATION. SWALFS(WITH CRUSHED STONE BOTTOMS). U) HTENANCEPITHE HOMEOWNER'S ASSOCIATION SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND ALL STORMWATER CONTROLS: INCLUDING: AN: A HOIEOWNER�S ASSOCIATION SHALL MAINTAIN ALL DRAINAGE STRUCTURES INCLUDING CATCH BASINS,DRAIN MANHOLES,LEACHING FINISHED GRACIE > "ASIS AND CULTEC 11NDERGRg1ND STORAGE SYSTEMS BY INSPECTING TEM 4 TIMES PER YEAR AND REMOVING(CLEANING OUT WITH A VACUUM TRUCK)SILT/DEBRIS A MINIMUM OF TWO (A)QUARTERLY PAVEMENT SWEEPING(AT THE END OF EACH SEASON), TIMES PER YEAR(IN EARLY SPRING AND LATE FAL). \MORTAR CM FD (B)QUARTERLY TRASH REMOVAL FROM THE PREMISES, D Co FIFCTRICA SERVICE FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY,170 MEDFORD STREET,MAIDEN.MA � -- - --3-5 COURSES 02148-73W,CONTACT: DAN CAMERON(781)3BB-5367. (C)SEMI-ANNUAL CLEANING OF CATCH BASINS LEACHING BASINS AND DRAIN MANHOLES PROPERLY g9109NG SILT,SEDIMENT AND DEBRIS OFF-STE BY A SITE MAINTENANCE CONTRACTOR MORTARED BRICKS WITH A VACUUM TRUCK(TO OCCUR LATE FALL AND EARLY SPRING). B L4- NOTES TFIFPHONF SERVICEFINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC,459 MAIN STREET,SAUGUS MA 01902,CONTACT: DINO IMBERGAMO p - .FRAME AND GRATE TO CD (617)381-6403. (D)MONTHLY MOWING OF THE GRASSED SWNFS(WATER QUALITY SWALES),AND TWO DETENTION BASINS RN a - BE LE BARON LF246 N �gy (THEE FLANGE) FIRE ALARM: FINAL LOCATION,SZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECFIED BY OTHERS F 5"MIN. 2.CATCH BAS"HOOD TO - _ BE l-BARON L202 FOR 12'AND 15'DIA PIPE ROAD PAVEMENT OF FRAME IN BRICFULLKS BED . 4B•tl•ILIA (35 COURSES) BRICKS ANY EXISTING PANl1E1T SHALL SE REMOVED FROM SITE AND RROPFALY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. 0 �1 (3-5 COURSES)YAY BE N THE PROPOSED PAVEMENT CROSS SECTION FOR TIE ROAD SHALIL CONSIST OF 1.5-INCH(MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE ON TOP OF 2.5-INCHES(MINIMUM) _ USED FOR GRADE BITUMINOUS CONCRETE(TYPE 1-A)BINDER COURSE ON TOP OF 12 INCHES OF ROAD GRAVEL BASE(DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C,NO STONES OVER 2-INCHES DIAMETER -�" STm MORTAR A� COMPACTED IN TWO UFTS MINIMUM TO 95%)ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS - dR RE_BAR -' 4.MORTAR ALL WITH 2" 7' (TMP) 5.PROVIDE"Y OPENINGS CURBING & EDGING S GRADE HEAVY DUTY FRAME AND COVER HAVING R FOR PIPES WIT ID MINIMUM INSIDE CLEARANCE OF 2C Df CLEARANCE OUTSIDE THE CURBING SHALL BE SLOPED GRANITE EDGING(SG,E)AS SPEORED ON THESE PLANS ANY CURBING INSTILLED WITHIN THE CITY RIGHT OF WAY(HIGHLAND AVENUE)SHALL BE VERTICAL �\'\\�\\ \/�LE BARON LT 105 TO BE LETTERED'SEWER' Y b- .:'_EAR HOOD PPE OF RPE. r` 6.PROVIDE MIN.0.12 S0. C0 GRANITE CURBING(VGC)AND MATCH THE SIZE OF THE EXISTING CURBING AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT.REQUIREMENTS WHEN MATCHING THE NEW 24'DIAIAETER z IN.STEEL PER FOOT I CURBING TO THE EXISTING CURBING,THE JOINT SHALL BE FIDSHI(AND ON LINE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS MLI .r. (VERTICAL)AND PLACE 'I: s PER AASHT M199. REQUIRED. l -1 CASTING T BE SIT ON AND COVERED 7.CONSTRUCTION MATERIAL SIDEWALKS AND HANDRAILS I WITH FRaL BED OF MORTAR 5'MIN. FOR STRUCTURE T \ THE PROPOSED PAVEMENT CROSS SECTION FOR TALE SIDEWALK SRHALL CONSIST OF 1.G-INCH(MNNMUM)BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE ON TOP°F 1.5-INCHES � CONSIST OF GONG.BLOC( (MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)BINDER COURSE ON 7G7P OF 12-INCRES OF RCN)GRAVEL BASE(DI715ELY GRADED GRAVEL MHD M7.03.0 TYPE C.NO STONES OVER 2-INCHES t�SE.VIER p { EE�AN ADJUST GRADE NTH COURSES°F SET IN MORTAR°R PRECAST mph BRICK AND MORTAR('3 COURSES MW., C(1NG WITH A 28 DAY Q DIAMETER COMPACTED IN TWO LIFTS WNIMIN T 95�(XVI TOP(OF S11T/VEE 518501E AS SPECIFIED BY MHD AND CITY 9PECJFlCAnOIS z "I 5 COURSES MAX) COMPRESSIVE STRENGTH MIN.SLOPE-1/4'PER FT. _ OF 4000 PSI. MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO WARP ORt DIP.SAW WT EXISTING SIDEWALK FOR CLEAN EDGE. --T'r- 0 BITUMINOUS OF 111UROOFlNG COMPOUND(TIP.) 8.INSTALL 9-FOOT LONG Z --LL- o TWO TATS OF°Y THE O IVO.23 VTC GRANITE H BASIN WITH MANUFACTURED BY THE KIPPERS CO.AND =� � � � - � _ AT EACH CATCH BASIL WITH Q HANDICAP RAMPS SHALL BE INSTALLED(AT HIGHLAND AVENUE) PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUREMENTS AND SPECIFICATIONS HANDICAP RAMPS SHALL BE A PVC SERVICE RPE(SEWER LATERAL) APPLIED IN ACCORDANCE WITH THEIR I III_ TRANSITION PIECES TO 5GE J MINIMUM WIDTH OF 48-INCHFS OtNSTRUCTINC HANDICAP RAMPSNOIF RAMPS AREHAW NOT CONSTRUCTED MEETING NDA REQUIREMENTS. THEY ARE CLIENEXCEEDING 8%VATH HANDRAJLS(OR 5% T ED UWNACCEPTABLE ANDATTENTION SHN.L BE TOT7HE REDETAIL SPONSIBIUTYRED OF'7HE SITE C BEND(ROTATE AS REQUIRED) INSTRUCTIONS CONTRACTOR TO REPAIR OR REINSTALL REINFORCING SUFFICIENT TO WITHSTAND 3/4'CIWSHED STXNNE,NC MIN.DEPTH, II III-III III (, 5'MIN I H-20 LOADING FIRM STABLE MDPW M201.2 RIP RAP H WITH 6'LEG SUBBASE RIP RM SHALL BE USED FOR SLOPES THAT IX®2:1(H:V). RIP RM SHALL BE PER MHD M2022(DUMPED RIP RM). STONES SHALL NOT WEIGH MORE THAN 400-LBS EACH. RIP S1P5 PER(;£OTECI#WGA ENGINEER SPECIFICATIONS O RM SHALL BE PLACED ON A 6-INCH CRUSHED STONE BED(MHD M2O.4)ON TOP OF MRAR FABRIC(14GN OR EQUIVALENT),ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL. - SEE NDP$- I MANHOLE T CONFORM T ASTM SEC.C-478 t •X (4000 P'.9 MN.COMPRESSIVE STRENGTH) NOTE SEE NOTE ON SHEET 3 OF 10 FOR AREA MAINS(INSIDE DRIVEWAYS) 2E STRUCTURAL FILL UNDER BUILDINGS AND/OR WALL FOUNDATIONS PLAN - O-RING RUBBER GASKET JOINT(TYP.) //Qr1 STRUCTURALFILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS(NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PUDE ASSUMES NO RESPONSIBILITY _.I_ CONFORMING TO ASTM SPEC C-44 PRE-CAST DEEP-SUMP V„/ FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS NO XXRADIDIT FOR SERVICE CONNECTION 5'MIN S"MIN F DUrn-E RESIN Q TO BE TOP OF MALI AT BEND. CATCH BASIN DETAIL THE CONTRACTOR SHALL INSTALL(PER ARCHITECTS SPECIFICATIONS)AN EXCELLENT UNDERDRAIN SYSTEM(ANO FOUNDATION DRAIN SYSTEM)SO THAT THE GARAGE FLOOR/BASEMENT IS NOT 2 SERVICE CONNECTION TRENCH SHALL {. DAMP AT ANY TIME COMPLY IN ALL WAYS T THE GENERAL a'm Not To Scale SPECIFICATIONS AND TYPICAL TRENCH _ -RUBBER BTT CONFORMING WTO TIGH � STRUCTURAL FILL (SUB-BASE) UNDER PAVEMENT SECTIONS FOR SEWER MINS TABLE 2x -- ).` SPEC.C-443 PROVIDING WATERTIGHT SEAL. A SUITABLE SUB-BASE MATERIAL SHAT OCCUR UNDERNEATH THE 12-INCH GRAVEL ROAD BASE. THIS SUB-BAS:MATERIAL SHALL BE MHD M2.01.7(DENSE GRADED CRUSHED STONE FOR o SHAPED CONCRETE INVERT CSUB-BASE)AND COMPACTED IN 6-INCH UFTS T 95X PRIOR TO INSTALLATION OF THIS STRUCTURAL FILL UNDER THE ROAD,ALL UNSUITABLE MATERIAL SHALL BE REMOVED,AND A /'45 PVC BEND 1 �' I E GEOTEX TILE FABRIC SHALL BE 6•BE PLACED UPON NRN/COMPACTED/SUITABLE GROUND.FINAL SPECIFICATIONS BY OTHERS(NAMELY A REGISTERED GEOTECHNICAL ENGINEER).PLDE ASSUMES NO PVC COUPLING RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD. - 1 6'PVC SERVICE PIPE (n STRLICTURAI FILL FOR SIDES OF STORMWATER DETENTION BASINS ONE WYE ° ( LATERAL) BRASTRUCTURAL FILL FOR THE SIDES OF THE STORMWATER DETENTION BASINS SHALL BE SPECIFIED BY OTHERS(NAMELY A REGISTERED GEOTECHNICAL ENGINEER).PUDE ASSUMES NO WITH ESR P - WITEI 6• RESPONSBIDTY FOR WISTERIAS OR CONSTRUCTION OF THE DETENTION BASINS LEG - ° ' CRUSHED STNS BEDDING I I III-I I I� (� o e (SEE sEYER TRENCH DETAIL); - I III_-III I-III I I�I CRUSHED STONE B"MI" DEPDI,31e CRUSHED STONE TEAM: CRUSHED STONE USED FOR BEDDING UNDER STRUCTURES SHALL BE MHD Y2.01.2. - S III-III-DDI_III-I I I U MAIN ° �RNM MAlF10At� FIRM STABLE yHD M201.2 PLANS NOT FOR CONSTRUCTION, PLANS BOR PERMITTING PURPOSES ONLY EIR LU STONE FOR PIPE ENDS v/uN - ��� - - -- (NOTE LEDGE 6 tlM1LY� PER GEOTECHNICAL ENGINEER SPECIFICATIONS O11NER/DEVELOPER: STONE FOMR PIPE ENDS SHALL BE 5-FEET z 5-FEET LOCATED AT THE WTFNl FOR EACH HEADWALL STONE FOR RPE ENDS SHALL BE MHD M2023. STONE FOR PPE ENDS SHALL BE _ -CHIMNEY INVERT _ PAUL F'BRRAGAYO tW OF 0 PLACED ON A 6-INCH CRUSHED STONE BED(MHD M201.4)ON TOP OF MMRAFI FABRIC(14ON OR EQUIVALENT),ON TOP OF SHAPED/GLIDED/COMPACTED GROUND. (ElEY.SHOWN ON PLA") NOTES 419 BIGRIANO AVENUE,SALEM. MA 01970 3V� �C LL -SINN(FOR SEWER LA7ERAL) (978)SIT/-9801 pr 5(X)TT IAN i� RETAINING WALLS SJN(ELV,SIXpy,X IN PLAN) 1.US 48'INSIDE DIAMETER MANHOLE FOR PIPES 24'OR LESS, W W)w Z m USE 60"INSIDE DIAMETER MANHOLE FOR PIPES GREATER THAN 21' (XV0. ALL RETAINING WALLS(MOSTLY CONSTRUCTED OF N-SITU BLASTED LEDGE)SHALL BE OE9GNED/SPECIFIED BY OTHERS(NAMELY A REGISTERED STRUCTURAL AND/OR GOTECHMCAL ATTDBNEY: �P 2 STEPS; STEEL REINFORCED COPOLYMER Z ENGINEER)T TWEET ALL LOCAL AND STA'E BUILDING CODES THIS PUN SHOWS APPROXIMATE LOCATIONS OF WAILS ONLY. PLDE DOES NOT CERTIFY WALLS OR FOUNDATIONS.THEREFORE PROFILE F e� ASSUMES NO RESPONSOUTY FOR THE RETAINING WALLS(MATIEMALS.CONSTRUCTION,FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL PROFILES,DESIGN SPECIFICATIONS AND POLYPROPYLENE PER ASTM.LE BARO"NO. GONANE ATKINS IIARRINGTON OU BUILDING SEWER LATERAL TABL11OR EQUAL Q CROSS-SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY WILDING INSPECTOR 59 FEDERAL SEGALTREET, SALEM, MA 01970 J PRIOR T CONSTRUCTION. (978)749-0350 X)07 3.TABLE AT 2/3 RPE DIAMETER. NO. DATE DESCRIPTION THE TOP OF EACH RETAINING WALL SHALL BE AT LEAST 6'HIGHER THAN THE ADJACENT FINISHED GRADE ON ETHER SIDE OF THE WALL(AND THEREFORE WILL ACT AS A CURB FOR CONNECTION DETAIL ARCHITECT. N STORMIWATER CONTROL). PROTECTIVE FENCING(PER BUILDING CODES)SHALL BE INSTALLED(ON UP-GRADIENT SIDE OF WALL OR ON TOP OF WALL)FOR ALL WALLS HIGHER THAN 4-FEET PRE-)CAST SEWER MANHOLE DETAIL BARRY GUNDERSEN Q UNLESS SPECIFICALLY WAIVED BY THE CITY WILDING INSPECTOR_ GUNDERSEN ASSOCIATES 29 CENTRAL STREET.SATBY.MA 01978 D E F I N I T I V E WATER QUALITY GRASSED SINALES & INFILTRATION BASINS FOR STORMWATER MANAGEMENT (976)X44-1000 C SITE CONTRACTOR SHALL GRADE TIES:AREAS(SHOWN ON THESE PLANS)T TEMPORARILY CONTAIN RUNOFF WATER(SHAPED AS A SHALLOW BOM)AND/OR SWALE). THE INFILTRATION SITE ENGIIQSSR: (DETENTION)BASIN BL BOTTOMS SHALL HAVE 4-INCHES OF LOAM ON TOP OF 2-INCHES DEEP PEASTONE WD ON TOP O A 12-INCH DEEP BED OF CRUSHED STONE(2-INCH DIAMETER CLEAN CRUSHED STONE,NOTHING SMALLER,NOT 2"MINUS,NO ORGANICS). THE BOTTOM AREA(SHOWN STIPPLED ON THESE PLANS)SHALL BE HYOROSEIDED(WITH NO SHRUBS OR TREES PLANTED SPATROWICZ LAND D PENT COTT PATROWIDZ,P.E. U B D I V I S I O N WITHIN THE STIPPLED AREA). PLANTING OF SHRUBS AND TREES;CAN OCCUR(IF REQUIRED)AROUND THE EDGES OF THESE INFILTRATION BASINS(OUTSIDE OF THE SUPPLED AREAS). 14 BROWN STREET.SALEM.MA 01970 ENGINEERING G� (978)BM-6400 MaD SURVEYOR: GAIL SMITH. R.L.S. SITE PLAN NOTES & DETAILS C NORTH SHORE SURVEY CORPORATION Z 14 BROWN STREET.SALEM, MA 01970 for (978)744-4800 3 TRAMC ENGIIIiEER: 11 RESIDENTIAL LOTS p VANASSE t ASSOCIATES. INC. for a site at 10 NEW BNOLAND BUSINESS CENTER DR SURE 314 AN #405-427 Highland Ave. TYER VIA 01810-106° (978)474-8800 O Salem, Massachusetts 0 APPROVAL UNDER SUBDIVISION Dote: April 20, 2011 CONTROL LAID REQUIRED: PLDE/99-34 Scale NTS Sheet 7 of 8 SALEM PLANNING BOARD Land Owner: Paul Ferragamo 419 Highland Avenue, Salem, MA 01970 PATROWICZ LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem. MA 01970 00 (978) 836-6400 NORTH SHORE SURVEY CORPORATION E 14 Brown Street, Salem, MA 01970 DATE (978) 744-4800 U O U BARNES I -- - - CIRCLE #22 I I --- _ _ BARNES CIRCLE `, #7 \ \ CLARK 57RSSl I \ RICHARD HINGHAM, JR I I YAP 3. LOT 88 \ ,/ ,UUY [BA LC69151/348 JORG 3,LOT 79E BARNES CIRCLEII �'i sBL❑WUPMAP3. NOT/NEE , #14 I IausE rm TORTALEREALTY TRUST 7 (('p���11`Yyyy\\\•••������YAP 3. LOT 93 �LC. 66214/318 RNES CIRCLE10111 DELIILIS I #>s��°"" I I #20 ♦ �°�'P'�YAP 3, LOT 92 BARNES CIRCLE # v BARNES CIRCLE I MA 332(12/744 p t CIRCLE p I DAYATO REALTY TRUST I BA"A 4IR L6 I SILVIA WA 3\ I PANFILO DAYATO YAP 3, LAT 89 \ ' , I JOSEPH BOUDREAU. JR •'a- / a ` #5 YAP 9, LOT 97 E LC. 13355/238 , TAP 3, LOT 90 � / I L.C. 32714/333 LC. 69605 325 Ian •� , I / I °MSE \ CLARK STREET , M. u MNXY XLOT 7SK/ I „Y \\ / YAP !AT 78 _ \ - N,8 I \ _--- •1e- , •Ixn \ JC.�575141265 ��•Av • CLARK RIGE STREET ROB- v TAP 3, LOT 12 -- S40a18 r20"p /,..4 a o / / LC 10261/177 4 w , Auto aa.EwAY o u ' o u I va YAP E YAPEE CM a LARK STRBS!' _ Ix- ;s1AaPEmi �G w \ .Iaa •"" B01A ,�� M"` �•13 3� sEE JEPFREY BACHYANN / xn x,. n (� �t 5/ o YAP 3 LOT 77 gR c,lERar eaTD ,3. �� .111�__ • 1 � .,av � LC. 63953/298 - ' 0 ix» �8wi .ra •� UK i/ IROw R°D � z s � » I I F am _a > as I 3 'mEE .Lse� ixn- - I Iszn .Iva IYrnEi .I-. «• __ .lac / ..n .roa ,>:.. - � - o - C Ct I n NI'YAPEE IB` .,ar .I«n -- --- .Ia.. -ISe� Y•` ,. -�- _ ----- � , aaC�Q Q oOs Y, Ie \\ °� xis � I•�' \� � �1 -'lau , ' \♦♦ rm --- __ _ __ lW_ ���\♦ l .ra twK •� ' .a..e ' .vui♦ \ 71 OIERRY V�' ♦ � G I --__ .,na \� .,aa \ �. \\ , .a:. -m •v .� ..y.,ro _ tgn�F_ / •a:sk\ .,,»:.., / Eau ♦ `(d BEIW,NA •� _ \ .xaaT• P TREE #435 ` _ ,aw.>tJ `�� ]G'LFEE - Nor IA �-♦(s «gin - �\ \ - I - ♦` �` _. E u aa. !� r LEDff Ia- • / / ,ro. T' ( inn ' F V \ .•. a - wu I i 66 ` \81 - - - o- _ - HIGHLAND AYBM/8 ,REE „°mEOER - \ ,u ' 111° /r \--- taa ♦ \1 \ 'e0._ `.,lwru(mNnETE)•'aP/ '- ,a. s oAK r •. \�u SOUDAN ACQUISTION LP. Ch I RailEr -_c.Qa \ -us- ,, 1..5�\\ _a - \ 1'a'! n •,« ♦\ ..v - Kas- __-'/ n a .,.,« ♦♦ 1 YAP 3. LOT 127 ire- LC.6899513 26 <a - \. 6° / ,.,su1' .,ma .a.nr \\` (� \ ' \ I •_ #40 ♦ - 's'1Pa'"UAIt , ` - }� •�\ .ti, .um ara. ,aP\'•° _ _ .r'' - _PeP-.1114-rs � lJ}:U'brt RRv n'`J',' ♦ •I, C) HIGLAND AVENUE �- - nn i » r rM -n »m a 4 - ___ v \\ SAMUEL CHUL - ••�• , sI�> N YAP 3. IAT 72 Yz) Ike 1_ ♦ \ , \ I a g ra Cl) LC 54577/25/ A . ,,#403 .,.a _ •�" \. .,.a \\ '�♦ \\ /' _ 65)s-c„ExY. i x 'z '\ �. a ,,\ L•�. U t n �I>7 .' .,.- ,a.m \♦` rel_ �,/(,_�-oY( 14 _ OLIO M ----r4 (stso"mfi \\ ,,,, __ --- _ ,s _J.- �;17_JS' ` Alar, _ _ aIoHICTLANl�-AVENUEH� .,.. _ ,�- »n '`. .,,. \�>ia°AK�rer_ _ _ �' E>+� � / \\ y' M % C CHRISTOPHER LANE fo• -Z,°o ps_ - ba Ml.,s / « \� ♦ (.1 I V YAP 3. LAT 73-- e _ _ ERR _♦♦ ♦•�\ -1D•d_K � : `,�4,/♦ _ a ,.,., 80�,°EmRn ,,.. .ra ....;_- ♦ �\♦ '-_ _'°"' - __ � I "ra .- ----ra_ --- ♦ , ♦ \ \ ♦• - _ ___- ��' _-'- ox / \ - \♦ \\` \ `♦ •�� b P,1D PMYC MEA \ ' I. ,,.,. ..» � / .r>. "C`. '` �♦ \\ P.. .Nr.` ria I «rm // \ r>t \ ,.:a« \ \ h `♦ '-P "rt, -_ - / _ flit U r ..am I t N �^r / ....,. .,.,. \ \ \ \ .w,a \ ar _ _- Owc l r�1 �uux �''� .. / -Tsr" _ \ �� �, \ \ \ _ 'e> v -E IJ6 .YAaEE .,.am •ra •� - "\ '�,•' \\\, `, \ \` \`.,.. Z ' _ \ \ , ♦♦ l - -Eva - .,,. m .i,,,♦♦ , A = ! .a..• Im _ y 1 il' n I .. n.,. X IA-PARK.�A� R.N E ,an .ars >e"uMLE r r am Nac wa . •`� _ s� `` , ` - _�_ _ _ iYM,r .. 429 I PA�9 «_ _ - - REE L AK a - - # _ 1 ! ,�° °""`" ac• .�- _ .R ss aAK <, " -\ -- , ,-- -� _. I AVENUE HIGHLAND R B1V(I G - �/ _ �t•, _ _ _ _ BOSTON STREET REALTY l.If O ---_---_ PomAEtM�Y\•_' , � .,.a. - :w - ..,,x •� - --- - .Yr -- .«„ ,.> --__- -- uE-\_."rm - .w .,rrl ..,,. ' .. YAP 3. LOT 125 .rw -- - ,am. A�.� -.�a., >b> -- ---- E4-�I¢�" 1.q. 11,a.. LC 58851,272 (11 --.a,r_--� IBM, 16� ..,e, Ise .,,..« -- ,ai-" .a,.a •`aa.G .ta„ /:S,r ----- -- - ---- _ •1 p�MPrO �e - - N'UAK OAK uAFlf W - ,Ln ,,.,, Ia,; ..a .,,,.• .,.» -, -----_ a,x _-- _ - r ..a z �» ..,... � ,n,I WtTE u 71.12' _ _rr.1m3 u _ MAST smAmc e - ,aI ,.- '• V.., _ 'Ir ,a.. yS .,na ff - Ia.. rte° � y /' M�aiaos ♦ rs=x�•.a Y.l"".h(Nc -.... ��� e.�\A, .„r. ��„I.v r i Y r w ccxr[a -- .rM•r''uEO'r r _ oa > i .4 s ,..r N cWwf Lai Lm. \\-.-ham ............ __._._. _.....__ ____-. �r�i-� _ ,..�5��lvw�tww$ttlF }TiTiJiSiri� � 1711 ���_. id•' n wtr r p..eeS, _ math_ ___ Q ---� cmr,,R�uAc a nYx�o96° --- ZZ-- _ xr°Ic uwc �. ce F°°: Asa .♦z9,=.... ,sa Ina Iaa _.............. .' _.. .. .IIr ._ _ �uY-ru • 1 iM _ rrs.,.,•'_, ' \- unei=arae rt4ccJ__ _.--_.}. .a zB I.�z1 m r Ir.. \ �.,�i s.... WaTE L.E Q -__as-- ♦-__ --- _ j Inn Ia ` ,r/r J reycC \ mss _ Q s1�EK�L 4 /- `` � I ur-w>s �\ - -------- tt - T �r11V _ q V /Mwr:b.vs7ete,e/ Y --__ -- .._ y !, - - -_ MITE fvW ;":�,.0��1 _ �--- _- -_ - ///\���TT ----- ` Ia- VV rM:a>-rz�>4(HYOYI'«« Pi . ra '.--- ; WAB�C S4'MKAT - - .!,ebel -- - �i ..E N OM WlERSFL mY s ur.:rss Ipeevl HIGH _ .- ,tE `.m \.♦ (°°..mw/r.,vl A., a ♦ O , --ming. - f ra'a ♦ r t - -_ � _-_-_-_-"_________ `.. :. si4-Q ttnYl s Iaa In- a.. `.. - �X�11 L I Q van L.I ♦ % •� t -,u-----__------_�'- _ R/Y.rm Jr _______________ I - I /Mwraae A -- �, 1/M•s!=rLS.vr -- - /Wes.-rtl..s - N - -_- --__- \r Sy u.n WxTE EWE f4 ___--_____ I L V ram,:mmt,�l 16 w #392 �� '--- 4 W ���., v °r� �- HIGHLAND AVENUE SOUTHBOUND E HIGHLAND AVENUE a- �. #440-450 392 HIGHLAND AVENUE REALTY. LLC I ur rrs 3z \\ YAP 3. LOT 5 - PeS --- j #402 HIGHLAND AVENUE (n ROUTE 107 SAASSOCASSOC LP 3 * HIGHLAND NN IMAAENUE YAP 3, LOT I CAMP LION UP`♦ /M...=rm-se Eau _- I V r. -_ SS INC YAP 3 LOT 1 #396 --- -- - - --- ------ - --- - -- -- LU HIGH AVENUE „A TEAM: PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY GLUE' VILLAGE HALL REALTY TRUST ,o O I I YAP 3, LOT 733 11 #400 P UL F OWNER/DEVELOPER: UPER: II II PAUL HIGHLAND AYO 1I,4� �_ ENTRANCE TO n"' HIGHLAND AVENUE 419 HIGHUNU AVENUE.SALEM. YA 01970 F)AW� Vj OLDE VILLAGE MALL REALTY TRUST (9781 977-9801 03 SCOTT EME �iL o ~� I AND EGRESS FROM MAPS IAS'5 ATTORNEY: 9 _ a 1 , GeORGE ATKINS Q q , HIGHLAND PLAZA RONAN,SEGAL, IIARRINCTON J }« I 59 FEDERAL STREET,SALEM. NIA 01970 "YA/'3, /O%'ri (978)744-0350 X107 EXPOSED`EDGE FACE AND/OR STEEPLY _ NOTES NO. DATE DESCRIPTION SLOPING VERY SHALLOW SOIL COVER ,.V W �_ I ARCHITECT: M \ J /HARRY GUNDERSEN 1.LOCUS IS SHOWN ON SALEM ASSESSOR'S YM 3,LOTS 74,75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING GUNDERSEN ASSOCIATES a/�-r ♦� DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT.LOCUS IS 2.51E ACRES, 7. ANY AND ALL CONSTRUCTION METHODS,MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL "L0 CENTRAL STREET.SALEM.ME 01970 DEFINITIVE PERMITS,LOCAL AND STATE BUILDING CODES,CITY OF SAIDA PUBLIC WORKS DRAIN LAYERS MANUAL,CITY OF SALEM (978)744-IOM ` 2.EXISTING CONDITIONS,TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS,MASS.HIGHWAY DEPT. SPECIFICARONS.AND GOOD SITg ENGINEER: N SURVEY CORP.,FEBRUARY,2000. ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. SCOTT WNPATROWICZ, IEET P.E. SUBDIVISION E J 3 ���TM PATROIRCZ LAND 1) ELOPYENT ENGINEERING LINE REFERENCES. fl IF DUSTING UTILITY SERVICES ARE TO BE USED,CONTRACTOR SHALL INSURE THAT THEY ARE 114(•000 WORKING ORDER. PRIOR 14 BROWN STREET.SALEM, NIA 01970 0 A LAND COURT PLAN 7159G,DATED 11/5/47,FILED WITH CERTICATE 17949- TO OBTAINING A CERTIFICATE OF OCCUPANCY,THE CONTRACTOR SHALL HAVE THE SEWER LATERAL INSPECTED BY TV. IF THE 978)838-8400 0 B.LAND COURT PLAN 7159D,DATED 12/30/46.FILED WITH CERTIFICATE 1722& SEWER LATERAL IS IN DISREPAIR(NOT CLEAN,CLOGGED WITH DEBRIS AND/OR ROOTS,BROKEN OR CRACKED),IT SHALL BE FIXE) C.LAND COURT PUN 7159F,DATED 2/10/47,FILED WITH CERTIFICATE 17333. AS PART OF THE UTILITIES PERMIT. FIELD SURVEYOR: EXISTING CONDITIONS *,a. D.LAND COURT PLAN 7159V,DATED 10/18/94,FILED WITH CERTIFICATE 65507. GAIL SMITH,R.LS. > GNORMAIL SHORE SURVEY CORPORATION G _LANG COURT CERTIFICATE 66593,DOCUMENT 317427. 9. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO 14 BROWN STREET,SALEM. KA 01970 for N F.LAND COURT CERTIFICATE 64096,DOCUMENT 29466. SLITLDWENT)AS REQUIRED. (978)744-4699 11 RESIDENTIAL LOTS U N G LAND COURT PLAN 71596,DATED 5/22/36,FILED WITI4 CERTIFICATE 11169. 3 10. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE TRAFFIC ENGINEER: 0 O 4.BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM(MLW-0.0). PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN- THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO GALES BAYY,P.E. at VUITE 3 ASSOCIATES.INC. 405-427 forHitehland Ave. IBM/1: PKNAIL IN SIDEWALK,ELEVATION=131.68' THE SITE CONTRACTOR(CITY UCDNSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN,REWIRE 10 NEW ENGLAND BUSINESS CENTER DR. IBM/2 PKNNL IN SIDEWALK,ELEVATION 130.69' TIER OWN SEPARATE APPROVALS. ANDD 314 �( �•T IBM#3: PK AIL IN MEDIAN STRIP,ELEVATION-124.20' ANDOVER. 88 01810-1066 # L✓O '-' IBM 04: PKNAJ IN CEDAR STREET PAVEMENT,ELEVATION-1127-OS 11. THE SITE URUTIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT.FOR (978)474-SBRNU OD a IBM r. PK AIL IN CEDAR STREET,ELEVATION=124.00' INSPECTIONAL SERVICES THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT.FOR REWIRED APPROVALS Salem, Massachusetts (0 IBM/6: PKNAIL IN DRIVEWAY PAVEMENT,ELEVATION-148.61' AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTIUTY ON-LINE. APPROVAL UNDER SUBDIVISION Date: April 20, 2011 IBM/7: DRILL HOLE SET IN LEDGE.ELEVATION=161.08' /� IBM/B: TACK IN STAKE,ELEVATION-170-09' 12. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EMSTING CONTROL LAW REQUIRED: PLDFp99-34 S-le: 1" = 20' Sheet 8 of 8 TBM i9: DRILL HOLE SET IN LEDGE ELEVATION 168-04' CONDITIONS(FLOW Ar PRESSURE h SIZE OF WATER MAIN)AND THE PROPOSED DEMANDS FIRE UNE IS SIZED BY JOHN BECKETT- ,S'AA'� PLANNING BOARD NOTE: THIS PLAN HAS BEEN REDUCED FROM TBM p0 SPIKE IN TREE_ELEVATION-154-41' 13. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT 114E BUILDING Land Owner. Paul Ferragamo CW 419 Highland Avenue, Salem, ILA 01970 THE ORIGINAL. THE ACTUAL SCALE OF THIS ENTRANCE TO 5. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS INSPECTOR ANO/OR CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED a PLAN IS 1 r. = 4O' USE OF THE BUILDING THE EXISTING AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN PATROIYICZ AND EGRESS FROM 6. THIS PLM/DOES NOT SHOW ALL UTILITY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS COMPLIANCE WITH CITY AND STATE BUILDING CODES. HIGHLAND PLAZA PERFORMED ON 119.ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF ETOSTING UNDERGROUND UTILITY LAND DEVELOPMENT ENGINEERING GRAPHIC SCALE LINES SHOWN ON THIS PLAN ARE AIPPROMMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE 14. AS PART OF CONSTRUCTION,THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES 14 Brow Street, Salem, MA 01970 TIME OF THE PREPARATION OF THIS PLAN. RDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES (AND/OR TO RECTWY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND (978) 836-6400 m o m n WI I,em PRIOR TO ANY SITE WORK,TIKE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY ABOVE MENTIONED REOLNRDIENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESI"SIBWTY(AND LIABILITY)OF THE C� UNES WITHIN ME PROJECT AREA. PUDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY CONTRACTOR- FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOD ALL CERTUCATIONS ON NORTH SHORE SURVEY CORPORATION E UNES BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANGES MADE WITHOUT PLDE 14 Brown Street, Salem, MA 01970 0 ( IN FM APPROVAL DATE (978) 744-4800 C.) 1 Inch- 20 rL 0 0 U DEFINITIVE SUBDIVISION PLAN TABLE OF CONTENTS 1 . LOCUS PLAN FOR A SITE AT 2. LAYOUT GEOMETRY IN 3. GRADING & DRAINAGE (L.I.D.) #405=427 Highland Avenue 4. WATER & SEWER 5. LANDSCAPING SA6. ROAD PROFILE & CROSS-SECTION EM, 7. SITE PLAN NOTES & DETAILS APRIL 20 2011 8. EXISTING CONDITIONS CD �4 { pVE V � G R CD NppE�tNE co CD N <yti� - ,oydG � AVE N n �ti 0 e C: /\ y $ Fry r z O Rd N z '� Z O r��9cF Z L 4+�tio r g NOTES $ 1.LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3,LOTS 74,75 AND 76. LOCHS Dn-M VWTHIN THE R-1 ZONING DISTRICT AND AN ENTRANCE CORRIDOR OHO dRI Lf O O Oj i - OVERLAY DISTRICT.T.Loafs Is 2s1:ACRES y 44 2EASTING CONDITIONS TOPOGRAPHY AND PROPERTY UNE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP.,FEBRUARY,2000. 0 a PROPERTY UNE REFEfE NCE& A LAND COURT PLAN 71596,DATED 11/5/47,F1lID NTH CFRTICATE 17949. B.LAND COURT PLAN 7159D,DATED 12/30/46,FILED NTH CERTIFICATE 172. T PLAN 7159F.DATED LAND D.LAND COURT PLAN 7159V.DATED 10 0847,FLED FRE WITH CERTIFICATE 85507. COUR NTH CIRTIflCATE 17333. OELAND OOIMT CERTFICATE 66593,DOCUMENT 317427. F.LAND COURT CERTFICATE 64096.DOCUMENT 29446& G LAND COURT PLAN 71598.DATED 5/22/36,FLED WITH CERTFICATE 11169. 4. THIS RAN DOES NOT REPRESENT COMPLIANCE NTH CRTY OF SALEM'S ZONING BY-LANE(DIIMEN%(0NAL VARIANCES ARE REQUIRED) 41 f ) S 4 O) 0 `L/5 W � g 8 3 6 0 " NOTE: THIS LOCUS PLAN WAS SCANNED FROM THE x SITE z O CITY ENGINEERING DEPARTMENT'S GIS DATA BASE. THIS LOCUS PLAN IS NOT TO SCALE AND SHALL NOT 2 Q ° c BE USED TO DETERMACTUAL PROPERTY LINES, " �G�'O INE O STREET LAYOUT AND/OR ACTUAL BUILDING LOCATIONS. PTHISURPOSES LOCUS PLAN IS INTENDED FOR CT SITE PURPOSES ONLY TIO SHOO THE PROTECT SITE IN RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. O O $ APPROXIMATE GRAPHIC SCALE Of W $ a O O V �( DR P7ar) �_ ,Ev' _ ,� a ❑'❑ 1 INCH= APPROI9MATELY 100 FM v NOTE: THIS PLAN HAS BEEN REDUCED FROM wP = O THE ORIGINAL. THE ACTUAL SCALE OF THIS U - - PLAN IS 1" = 200' c W ✓ r$P�� v P U TEAM: PIANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY e C�gRk Sr O = ^ O OWNER/DEVELOPER: ig C `" . `g V 419 RIGHRAND AVENUE, SALEM, MA 01970 E11 (978)977-9801 0 O e $ i3raaw�rz o ATTORNEY: Q RONAN,RECAST HARRINGTON 59 FEDERAL srREer. SALEM, MA 0I970 (978)744-0750 x107 0 ARCHITECT: 0r1 ee' o y NO. DATE DESCRIPTI ON RARRY GUNDSEN Q20 �ASEC CENTRAL RT.SALEM,ILA 01970 74-1000 DEFINITIVE EO SITE ENGINEER: O PAT TT R WICL LAND DEVELOPMENT ENGINEERING OC 14 BR WM STREVI,O �l,9 O (978)876-86400 RAIEY, MA 01970 SUBDIVISION O O "sLD SURVEYOR: I C O .� GAIL SMITH, R.L.S. FIELOCUS PLAN NORTH SNORE SURVEY CORPORATION N A $ C (4 BROWN STREET,SALEM, MA 01970 for 976'74IC E 11 RESIDENTIAL LOTS � ^ TRAFFIC ENGINEER: O / \ S 10 N H 101G MM P.E. \)\ \V\\ VANASSE h ASSOCIATES, INC. for a Site at l0 NEW ENGLViD BUSINESS CENTER DR. O 9� SUITE R. #405-427 Highland Ave. Q X 979�V174-BB001810-1066 Salem, Massachusetts APPROVAL UNDER SUBDIVISION c $0 - CONTROL LAIC REQUIRED• Date. e: I zo, 2011� PLDE#99-34 Scale: " = 100' Sheet 1 of 8 SALEM PLANNING BOARD Land Owner. Paul Ferragamo 419 Highland Avenue, Salem, NA 01970 $ PATROWICZ N LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem, MA 01970 (_ - • (978) 836-6400 O s . NORTH SHORE SURVEY CORPORATION m z 14 Brown Street, Salem, MA 01970 U - /� -__\ (978) 744-4800 O U �-------__-_ - - - � \ \ I BARNES C `\ . RLE �" #22 �� � \ BARNES CIRCLE p#pT pppt \ \ RICHARD 3 GINGHAM. JR CLARK STRK I I I YAP 3. LOT 88 [02 ' I I �\ LC 69151/348 JORGEMP , L T 79 1,y�( YAP 3, LOT 79 / _ la.olo� BARNES CIRCLE I 41 BARNES \ x - ii OOURQUE NOMINEE' 'I `\ `� 9p,O9 ,, B L D W U P REALTY TRUST #�4 I I I s ir,\ NWT TO I-E I YAP 3, LOT 93 `\ OtrO'r tP - LC. 66214/318 BARNES CI C CI /� /� O� ,\ jTORIV [W46 #1 I I #'20 ,04T �_ TOBfA DELUL/S /y��*a�p� �/��p �pa�I��pII� * �p O / I LCP3. LOT 92332021744 I BAi4YA CIRCLE p��r�� p/��p ' Ba/Nl J CIAWL `\ A I DAMATO REALTY TRUST I GAMES CIAWLB I SILVIA WAYNE \ ,\ 0 I I PAN ILD DAMATO YAP 3.3 LOT 89 `\ / 1\ NAP 3, LOT 91 JOSEPH BOUBREAU. JB LC 13355/238 5 `\ I 32714/,433 MAP 3, LOT 90 w i 6.2�� I I LC 69605/325 I `\ '\ CLARK A DY l7rRXJ r /� L \... NIIHAMAPP 3, LOT 711 ' ` ` V s,zSotsF I 'LC. 575141265 i \ CLARK STREET �l7 ROBERT OTRIDGE12 r ` <srn S40'16' ' 15.0103 \ 5.000t3F ,/ -- I.C. /0261 77 4 --50.Op' 12.E II l l4so - j I CLARK STREET - .'j ' ` r \ „ / sEE a0v� w ✓E'FFREY BACHMANN LOT #2 1 _-,1_ 54 910'20�� \� /cl�'3.p3 1r/I '71. - O`A\ YAP 3. LOT 77 IC m 85x4 - 5.88' a 3Q 7J���. 4G 63953/29LOT 8 i LOT wIDTHe3e92' - -- Waal.olc \` X91! 0 ILO°ATREA=8,9 0±SF o \ _O / ern \- 435 FRONTAGE-95.13' 1 �. »..Y-_ Tr. LOT WIDTH=67.43' I a` LOTOAREA e23iBtSF # : , 1 FRONTAGE=88.87' IRS® gj3' ,� ,'� HIGHLAND AVENUE LOT WIDTH=78.82' ' LOT 17,73' \ \ SOURAN ACQUlS27 L.P. \ - aEr> \ \ MAP 3, LOT 127 N \ -- _---FsolfesGs=74.91' IAT AREA=6,73s3SF / PARCEL A LC. 68995/326 LOT WIDTH=9o.16' (NOT A HUHAD1c LOT) Ic FRONTAGE=90.04' RI LOT #5 snow STORAGE, DRAINAGE EASEMENT I r ♦ \ ' \ 1 w I --. - IAT AREA=7,043±SF AREA = 8,087±SF e \� PARD SETBq=K=3p, IMI. IAT Wmr--103. 6' - NOTE: ALL DRAIN GE STRUCTYRES m W _ +I FRONTAGE--103.46' (LEACHING `'1 Z �\ SYSTEMSCA�,,�HASOIS7'I C 4O1 I O ^ s• \ poRca \ o \ SHALL BE PRQPERLY M!kiAINED 4 \ N °m ds ` Tp\ 4 o I x '1/ g u BY ROMEOWMER'S ASSOCIATION. T I PORCH I \`\ \ '1`�rd o? i Y `\ o \ 1.=18.96' v HIGLAND AVENUE F>F o I I \ R=lo.00'\ I .RAMI/F./.R:ItL'L I #403 1 `` std d'9 l-9 RRitEWAY' `N. ---�1 ¢ / MA 3. LOT 72 \� df C �d ' I. DRIVEWAY 3.95'! ` \ L.C. 54577/251 W 1 HICLAND AVENUE LOT #I .� vo_ �' ), - - \ L_ ss•°3� { a I 191000 O10 CNR/STOPHER LANE LOT ARRA=9,393±SP �9 ^ /'20.50 �' /- - PORCg - 1 10.0' 1` 39.03• g=720.50' S34'S5'20'W �.�p YAP 3. LOT 73 i LOT WIDTH=147.80' \ �5j 0 Ir/1.4T 'RDNT yA - DRflEwAY PORCH DRIVEWAY (1) O I0.000*SF \�o FRONTAGE=127.78' V 1205 R=594-50 R KFlCK_75,;" V. - - !n -� /_ .w \N- ,1!� __ --- =504.50' L = 103.46' Z I ) I L� . / `ROAD - R = I X R bRAIN '- R tfA11VT � - _ o __\-��i- R_ 79.50' S34'55'EO-W I _ az a-28• sE �gg� l•\P`� -- _�-2p 8 - R_z:':o.♦ I � �.. 1 _ _ � - M0 I I i I y I DRIYEAAY �� / b�q5 a�p DRIVEWAY P =j 3E ` PO I. OI ' I / ,�0ORCR _ L= 87�0�� - _ )RiVEt•AY / I ...777 Y /' r _ _ N , u ,' 2 ^ _ _ o m RQ Y �vsWAY =88.79 1 1 1 LOT s a o FRONT YARD SETBACK=7.5' b \ 1 PON-= , O O / - rn - __ �aY Orl I �k W �, N DD' PORca 1 Y Y po�a3 "AT ------- iW� �o► I #429 I >�ann N1 / - ' - - X' car / LOT AREA-9,3123SF r0 <sn LOT WIDTH=188.99' Tn I o-' m o ' 10.0' w ' iN N 1 RO ' HIGBZAND AVENUE W 1�i BOSTON STREET'REALTY LIG measured at front s line) o ' ( I YAP 3. TOT 125 �- % FRONTAGE=188.96' i W 1^ k n i �"`",o. PATlO y W i P Ga p a, a, F _ LC.58851/272 -- 30100 2& L'A�s450t" A�� Highland Ave. pAR).a w.. not incl �T10-) Ivl z L___ PAIl70 �lao5! w w`NIS -- SE p K=30 �n -I __ _____ __ __ __ o� ' REAR YARD__ $-}�J, REAR YARD i / 18�0 tT' ��.stt ^aF 36- \ - -- PST10 LOT ARRA=6,914±SF` TBC i 9D'^' y \ REAR YgRD ra \ 08' 1 it Cl) �35 v rcr mAfnc aw,r. `\ SNOW STORAGE, I SETBACK=30' z w REAR YARD pAt>oD z R '�`"~'�1O \ DRAINAGE EASEMENT �. LOT #1�U SE - SETBACK-30' setback TBACK-30' LOT #8 (measured at front Una) II I�ATm IAT ARBA=8,523f3F FRONTAGE=10a.57' ll- _ 440-1 12��_--- - A�� AREA=4,140±SF V. S36-- ----5 o ni 111" 1 LOT _ measured at road R,O.W., not incl- CY) 8'20 t)! -_-- LOT AREA=6,4016 #� W _` -__ IAT WID7'H_83.55 _ �aTa L -- LtY1' 1►HITH=07.RT' IAT ARRA=8,143tSF Clerk Ave- ILO-W.) > _ ,O3 DIG'- 1 1 FRONTAGE=81.93' FRONTAGH=87.05' LOT WIDTH=8T.2T Xa, _ _ /_� I/ FRONTAGE=88.79' __------------------ L = 508.81' R = 1959.00' -- Q NOTE: ALL DRAIN GB STRUCTURES -- --__ --. - (LEACHING NASI , CULTEC SYSTEMS, CATC BASINS, ETC) SHALL BE PROPERLY MAINTAINED 0BY HOMEOWNE S ASSOCIATION. e HIGHLAND AVENUE (ROUTE 107) NORTHBOUND Q Q ----- -- LU HIGHLAND#392 ENUE l HIGHLAND AVENUE SOUTHBOUND 03 392 HIGHLAND AVENUE REALTY LIG MAP3, LOT SI NOTE: THIS PII.AN HAS BEEN REDUCED FROM THE ORIGINAL.. THE ACTUAL SCALE OF THIS ~ I #396 TEAM:W - - PLAN IS 1" = 40' PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY I I HIGHLAND AVENUE OWNER/DEVELOPER: 0 / OLDS VILLAGE PALL REALTY TRUST #400 PAUL GOLAN AYO 3OF c j I YAP 3. LOT 133 �1 (419 978)�LA9'78f11AVENUH.SALEM, MA 01970 oSCan x.14'L HIGHLAND AVENUE o M ' OLDS VILLAGE MALL REALTY TRUST ATTORNEY: ., Q \ //� ENTRANCE TO MAP 3, LOT 5 GONANE ATKINS SEGAL,NARRINGTON u 9F01 PFo w I AND EGRESS FROM Q \ 59 FEDERAL STREET.SALEM, MA 01970 HIGHLAND PLAZA (978)744-0350 x107 � l� MAP 3. �, I ARHCT: ND- DATE DESCRIPTION HA RYGUNE GUNDERSEN ASSOCIATES Y / ( •'_/ \' 20e CENTRAL STREET,SAL".MA 01970 � yI, SITE ENGINEER: DEFINITIVE SCOTT E. R PATROWICZ LAND DELOPMENT EGMEERING 14 OWN STREET.SALEM. KA 01970 (978)836-8400 SUBDIVISION O i ce~ GAIILL�SMIITfSL��S.Y°R' LAYOUT GEOMETRY NORTH SHORE SURVEY CORPORATION N 14 BROWN STREET, SALEM.IIA 01970 for RAF4ENGINEER:TRAFFIC 11 RESIDENTIAL LOTS � C S O N I YLANASSEA&M.A PSSOCIATIS .INC. for a site at 10 NEW ENGLAND BUSINESS CENTER DR. KNDO :'MA 01810-IOW #405-427 Highland Ave. NOTES (976""-6600 Salem, Massachusetts U I 1.LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3,LOTS 74,75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING APPROVAL UNDER SUBDIVISION (n DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT.LOCUS IS 2.513 ACRES Date: April 20, 2011 CONTROL LACY REQUIRED: IZ EES�q�NS YTOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIEND SURVEY PERFORMED BY NORTH SHORE SALEM PLANNING BOARDSURPLDE�99-34 Scale: 1" = 20� Sheet 2 of 8 Land Owner. Paul Ferragamo d 3.PROPERTY UNE REFERENCES 419 Highland Avenue, Salem. MA 01970 U) A.LAND COURT PLAN 7159G.DATED 11/5/47,FILED WITH CERTICATE 17949. B.LAND COUNT PLAN 71590.DATED 12/30/46.FILED WITH CERTIFICATE 17228. PATROWICZ C-LAND COURT PIAN 7159F.DATED 2/10/47.FILED WITH CERTIFICATE 17333. LAND DEVEI.OPHSNT ENGINEERING GRAPHIC SCALE I D.LAND COURT PLAN 7159V.DATED 10/18/94,FILED WITH CERTIFICATE 65507. E LAND COURT CERTMICATE 66593,DOCUMENT 317427. 14 Brown Street, Salem, MA 01970 F.LAND COURT CERTIFICATE 64096,DOCUMENT 294466. (978) 836-6400 G LAND COURT PLAN 71599,DATED 5/22/36.FILED WITH CERTIFICATE 11169. NORTH SHORE SURVEY CORPORATION E ( IN IST) 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS(DMY]N90NAL VARIANCES 14 Brown Street, Salefn, MA 01970 DATE (978) 744-4800 U 1 Iron= 20 fl- ARE REQUIRED). O 0 U I I -- BARN ,� -- �� -/ NOTES ES CIRCLE / `\ \ \ `\ / 1.EASTWG CONDITIONS TOPOGRAPHY AND PROPERTY ONE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE / SURVEY CORP.,FEBRUARY,2000. 2 BENCHMARK ,BM 11: PKNNL IN SIDEWALK,ELEVATION-ICAL CONTROL BASEDG131.68'TY OF SALEM DAVM(MEIN 0.0). # \ TBM n PKNAL IN SIDEWALK,ELEVATION=130.69' TBM i3: PKNAL IN MEDIAN STRIP,ELEVATION=124.20' j �, TBM/4: PKNAIL IN CEDAR STREET PAVEMENT,ELEVATION=1122.03' r TOY/5: PKNAL IN CEDAR STREET,ELEVATION=124.00' #2/n2 / IBM/6: PENAL W DFJ%ACR S PAVEMENT,ELEVATION-148.61' I #�2 , r IN/f.1 /� TIM/7: DRILL HOLE SET IN LEDGE,ELEVATION=161-W j I I �� r / TBI//8, TA(7(W STAKE,ELEVATION=170.09' I 1 ' I - , TOM/9: DRILL HOLE SET IN LEDGE,ELEVATION=168.04' I TBM 110: SPIKE IN TREE,ELEVATION-154.41' I #�� 3. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION (/ - \ OF THE PB ISSUED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES s\ \ SHALLSUED TO THE SITE CONTRACTOR(CITY LICENSED DRAIN LAYER)- OTHER UTILITY ONES NOT PROPOSED AS I I #�� SHOWN DART PLAN,RE LHRE THEIR OWN SEPARATE APPROVAS I I ' t t , 1 j I I I #20 \. r \ #5 \ 4. AS PART GIF CONSTRUCTION,TUE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES(AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES W ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES MHD SPECIFICATIONS AND ABOVE MENTKINED BOUY7OIENTS FOR CONSTRUCTION). ANY CHANGES TO -_ I `\ / ^ TI115 PLAN ARE THE RESPON9BOJTY(AND LIABILITY)OF THE CONTRACTOR. FIELD ADUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOD ALL GERTH-ONS ON THIS PLAN AND ACCOMPANYING DOCUMENT& PLDE IS NOT RESPONSIBLE( LIABLE) OR FIELD CHANGES MADE WITHOUT PLDE APPROVAL , OVAL 9!Q1T Wal! ,e.�nt9w. ° ORF %4. a pbN:wA- / T a o m u ,r, 6� LIR v 6�r9 ,, r EXISTING VEGETATION -- I ,- IlaAl1ER _ m REMAIN AS IS zn-cNE9wv 9a7C 6 ,5+ _` - ,J ,.-9 E 12 I eoflA�oOt _ J ss 14 nuc `\ / O SIE 4 y J ,n.s+ ' T OSTING VEGETAl10N`Y'<eqs, eJ �_ \ r� do zo'M•Plr za,ocusT TO REMAIN AS IS I , 14b 21 � - m O ' .,. - tIEEDEfAT1011 l P CUL�C-O •9 .. - ..� IB 7 '. '. --. FFS=147.5 ;. '. ,. '.� r;s ---- 4_ _ .6 ,.e�• ,4a15._.'.. s ..+ss�., v„ - TO ME11M1 - \ r t=iza o\ a�c u� ,.-. -- - -_ - 6 - wV• I , \ FPE=142.5 Q_..__ i6p._ �. _41 99Y FBE-136 GRAPHIC SCALE - .5 :a ✓ to z U ass 15 14 sa 3+ TERRACED SLOPE(TMP) PA A n ,e .X]6.5 o o "E 153.0 l EL 22z RC ROOF DOWNSPOUTS \ m _ -- - - #6 + \� 11 t 1pi- CONNECTED TO ROOF \ FPB=148.0 - 1 7A ..Ott\\ _ 16571 ��`41r�F� -154 - --isb 1 s x r I- "ET.Au \. LEADERS DIRECTED TO , (� FBE=144.0 J(.1 l\ - - _- --tb3=, FFB=150 5 /'y �,�' , \ p ,.• CUL-TEC STORMWATER PORCH H _; - , __ _ / if`t j6 '3z+y\ -_ 11_4- 'Ys].z+ -_ FPB=145 5 ,n z. _ ,° z ( ��r D O I r 1saPPle ' MANAGEMENT SYSTEM \ / - _ TOVAo PO las - f- FFE=155.5 T `5 ._- 5-153 Iss.x �•ti5!- FHB=141.5as �_�..., Inch= 20 tt I ..138. 1a3 FBS=146.5 r3r --� J1.5 • +,5 Gh W // 1 JJ'' l I r a - yA'1,t o ,sz .oNmw 5-&Sas i ., rm.d`oaw,,o r i1 14 EFS=154.5' 149 �gCB ,A 132 N G .iii _ v 126-.+ ' ..-..+ Im.o acsio9 rf. -.. F h, z - FPS=149.5 ' 3W.a / 1zu-sa t (liP Ww7 L=,o I I ..z /i /139.7+ e+ •.,\\ nu,� -: ""_ --- )._ / -�DO.: N� PO$ a .,<9I I I 5=145.5 ,u7 +1 3is, rw,r,ma t_ \7 _ .'i31 6. •wa leo-, 9s str C8 - t3a. r _ ,36_ • ( .. / +b7.4 'M11 M., � IY.1LL,T.17 � t_-.. '148 S tc _ _ E .F___ -� _ RN•. _ � X iii � 1 !" - -. � s _._. !F # 7 5 _144 ..'w..\ rva 1m90 J' rW=,zz wW,moo U .b FFS=141.5 �.. l�va,o-sao. .br , -_�__ 's9nv�'w la _ 743 - \'1 -.� wwr-,zaoi rtAr-EDP �\ ,-( ' �/ $-,%: ..,A N.9t :g ;:A� rf r,\y i. .,�._ - _ _ _ _ ___ _ 5 i \\. -C -z.1F t2v wwa.,zzn '23., " u9 (ll I FPS=136.5 NGF 12ro Ca# FBS=132.5 r°- laao \bt ao .w=lazro ' I, �L_ , i.. -- _ _ _ ----- - --- �� Boa .T (O I 401 _ \ 't ' .p N � I Iwva(-I]7.sP ur I � -�f.. --__--____" "_-so- \- _____� _- �` �ycM,TAir rninAo�E # s a /.. ,39.. -',-, - T _so-- O: z _ 1 ' '-',. v,+ L�S� y z / -y �J � =� - - A \ SEw/3,- �� II1.OD Z - o I #403 `-�- 0 f 1 - o¢rl � I rw•R Xao -- �I 1 -- I , ` 7 z�tar,z n rwnr m o I e6 A0#7 j ` r!' - •' __ _ / _�_: �•tcy .s61 _\_�-•- s �, rw.t�iz 99 I 17aAs rJ-f., -- lar I 'dz. Po \ 137 �� I R \ s' 1396 mi '+.0 PA.E➢PNmwc.✓.+ T n � '`� I. +1a6.3 1a 6 . - - 129. -' \.. ��q�s '�`- ,nw # 29 1 01 \\ ,w FFE=152.5 149.0 PORCH tac-z EID.FQR10. \r43i1 P(IRCH M=137.5 - 1 / z N I 1 rlvnW.WAv` ']' huF 12 i j✓�.; \ FPS-147.5 - - #1 0 ten +1.6.syz PORCH 7/'V FPB=132-5 FBE=143.5 'B -� Iv ' s 5 FFS-148.5 FBS 128.5 - o s°. FFS=150.0 (� CREATE SL DE RIDGE]JHE AT \ • / i3z' \\\ a - - 9 _ v� FPB=141.5 ,29.� O PAa 1 eAGAG of SIDEWALK so //i 1. FPS=149.5 9 `r ,e 129.7 . olavLWAr--- �'" - -''ls Rl1NOFF FROM TINE DRIVEWAY •% :=732- I , .i:D� +Izaz\,t 1\ T�r.a`, FBE=141.0 t� F1 .0 IS DIRECTED TOWARDS THE ,42W6r -148- I - FP�1476 \ AREA DRAIN AND CUL-TEC iul tY- -' --. _- - c I � O ,ss ■ STORYWATER MANACAIm'IT ,lW.,3, 1W.1]i. -�� �r1Tnr,EDor� ^'\ 141 FB�1''Y.O r3n7. ,x6+` 4iy �.. 9ii J) .. p s ,so - r i ours cur ---r3z _ _ ,} PATW - u°. t r - r Nu1T 4189 wT 6,cGx11/c -- - 1) !`' HEADWMALL A / i -- -.�-„ '• ,a- as.o. ,as ". .,- PATIO -- .. y ,J91] 141.0+ +143. ,DSIO J( -_ - tsut� Ewe Mew `4_ rulR l"rE � `�•"^- -,?�37 z�`- -- �_oL'-"`^ EXISTING VEGETATION AND EXISTING LEDGE FACEITO REMAIN AS IS ys -•�T- - W`VMRFjpS +1 S Tf- Mit YMrtbLl(AT461) Of.IX OAY Gx1T1ER dRA0E7 E C •Wr TW 138.5 -=� 1 z �,e1 _ �"."+.�.�.._- �.- _.131--1_ -�.".___'•arc.__ -_ _ b -- _. ' Mll?ISt W ,`�' M.1325 ��_• 152. / n I W Q [9�c• TWIN NWwr DNNAWS m ��t OONI110. »1]2.5 --SNA= ti 325 9nE AVK -_ _ 96W a M vC4 won ISS ce l9e a Q - X41 Sr/Ae /ryNvI2S.W ' IMvuul=Im50 n --_- - - - -- -_-- - /• z 'IMAM' /wr..t-raas.W O14 -.i- = MHnE UNF _ etfallb ar _- _---- f• 4Aw4 = a tr / Kw->E Iw6 rrn„t-124.47lMeMil +'� __ "� HIGHLAND AVENUE (ROUTE 107) NORTHBOUND b ' 's NOTE:ALL D AGE STRUCTURES --'rq�7- i�rw rru� ypl 3. � (LEACHING HAS NS, CUL?HC o win, wase SSYSTE HALL S. P RTQGj�ERLY INS, ETC) INHD �w / I'M HOYfiO1FNER'S ASSOCIATION. •n FWW - - ' Q _---_ la ---_-. Q 392 l Uj # HIGHLAND AVENUE SOUTHBOUND #440-4►50 I / ------___---_ - _--_ #402 I / I #396 - - - NOTE: THIS PIA=T .AS BEEN REDUCED FROM W I W Qy l / #400 U( THE�NORSIG1NAL. 40THE ACTUAL SALE OF�THIS q q I TEAM: ENTRANCE TO P UL FR/DEVELOPER: PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY W ' I MO AND EGRESS FROM 419 LHIGHLA UA AVENUE.SALEM. WA 01970 M� (978)977-980L 3V�\W SYc, o j �- HIGHLAND PLAZA o Mn Q % ATTORNEY: Wmox Cz GEORGE ATIaNS5g J \- LEGEND RONAN,SEGA4 HARFUNGTO14 j 9F0/ 59 FEDERAL STREET,SALEM, IIA 01970 (976)744-o3so xio7 M ,� �i/ DRAINAGE: LOW IMPACT DEVELOPMENT ARCHrrgcr: NO. DATE DESCRIPTION HARRY GUNDERSEN GO DERSEN ASSOCIATES y I LE BARON IP 263 2 L.I.D. STORMWATER MANAGEMENT DEFINITIVE GRASSED BOTTOM DEPRESSION CATCH BASIN 26 AND 4'PVC-PVCROOF LEADER(RD)DRAINAGE PIPES TO CONNECT TD CIATEC 20 CENTRAL.STREET.SALEM,KA 01970 RUNOFF TO SLOW THE STORIIwATER -y'DEg PEASTONE LAYER: (978)744-1000 GROUND AND ALLOW FOR INSTALL DOUBLE-ORATE, GRATE GST DIRECTLY MODEL:28MD UNDERGROUND LEACHING CHAMBERS C GROUNDWATER REG7RAR(E / 4"LOAM AND SEED �'�/ , INTO 7RRE FLAT TOP SITE ENGINEER: -. BY MANUFACTURER 0 DOWNSPOUTS(APPRO)IMATE LOCATION). GUTTERS SHALL B DIRECTED To THESE SCOTT PATROWICZ.P.E. / - - DOWNSPOUTS,SO THAT AL RUNOFF FROM THE ROOF IS PIPED(BY ROOF LEADERS PATROWICZ LAND DEVEIAPYBNT ENGINEERING O \\\\\\\\/\\/ /\\�\\�\\�\\�\\� \\�\�\ \\�\\� i�\\ \� 23 1 BEALLEE BARON LP 2630-2 PAVEMENT TOP COURSE EXFILTRATIONRC(DRIVEWAY UNDERGROUND STORAGE)FOR RETENTION AND 14 BROWN STREET.SAIFAI,KA 01970 _ SUBDIVISION Q �� ��/' --___- 2 MORTAR ALL JOINTS (976)1138-8400 N ..i �! I HO(7D GRAN 3.PROVIDE V=(7PENWGS BIrIDQR COURSE SMAl AREA DRAINS(ORATE I2'X12�)WITHIN EACH DRIVEWAY TO COLLECT ALL A••P Q•�`Q•• 'Q.n •:, „�` (pE) FOR PIPES WITH 2- - oRU __ FIELD slrxvEYUR: GRADING & DRAINAGE (L.I.D.) FROM IT TO CULTEC SYSTEM WITH CI-pl OF PIPE CE OUTSIDE z _ DRAIN PIPES. INSTALL DRIVEWAY WAAIOIT SOT WATER ON THE DRIVEWAY STAYS WITHIN GAL SMITH. R.L.S. N I-III 2-FEET MIN,WIDTH '! i _- 4.PROVIDE YIN.0.12 SQ. Y) U -III 1 ^ THE DRIVEWAY)AND WATER ON THE SIDEWALK DRAINS TOWARDS THE PROPOSED NORTH4 WN SHORE STREET.SURVEY ALEM. KA 01970 IN.STETS PER FOOT - (978)744-4000 (VERTICAL)AND PUCE z SUBDIVISION/ROAD for _ FABRIC PER AASHTO MI P f 4�PERFORATED UNDERD RAN PIPES PVC-SRD35 AT THE BOTTOM OF THE CRUSHED 11 RESIDENTIAL LOTS •-I' 011 SES TYPICAL FLAT T� STONE INSIDE THE ROADSIDE DRAINAGE SWA Fc CONNECTED TO THE CATCH BASINS TRAFFIC ENGINEER:- L S CONSTRUCTION MATERIAL ( ) -III }P. • .`L _ I INTIM + 610LVE1-BASE REINFORCED wTHIN THE PROPOSED ROAD GIIJ�S HAYY.P.E. Q s +.-. f _ 7 ) 48"-1'DIA. FOR STRUCTURE TO PRECAST ►• • y CONSIST OF CONDI.BLOCK VANASSE A ASSOCIATES,INC. for a site at -AlI 1 p e s 5 a / SET IN MORTAR OR PRECAST H-20 C �,,,,_.laT. . I�r CHECK DAMS(SLIGHT EARTHEN MOUNDS)DESIGNED TO SLOW THE WATER INSIDE THE GLAND BUSINESS CENTER BR _ 1 I CONIC.WTH A 28 DAY ---------. _ ,xa - DRAINAGE SWNF AND OTHER EARTHEN BASINS W LAWN MEAS.DESIGNED SO TO SUITE 314N CONCRETE \ - --- ( ' ANDOVER. KA 01810-1086 #405-427 Highland Ave. II I II I I _ COMPRESSIVE STRENGTH -r-- FORCE WATER Wro THE CRUSTIER STONE BELOW.THUS TO INCREASE 781E OF _ �•A ••P._ _ _ _ __ __ _ I I I _ OF 4000 PSI. I , CONCENTRATION (979)474-8800 _ _ I W LEDGE AREAS OV£RBLAST AT LEAST 6.CATCH BASIN DESIGNED AND Salem, Massachusetts OCJ I I-III • I I la a e _ I= _e s • • • 0 •--1 BUILT FOR H-20 LOADING. DRAIN PIPE(OLIN) i HOOD REp1LED MITIGATIVE STORMWATER CONTROLS USING CRUSHED STONE SWA ES AND/OR / \ . CRUSHED STONE( ALL TO FOR OF THE _5'MIN. 7.SEE BLOW-UP DETAIL BELOW I I EARTHEN BASINS DESIGNED TO ALLOW RAINWATER TO INFILTRATE INTO THE(YROUND _I THUS REDUCING RUNOFF. CONTRACTOR TO INSTALL A MINIMUM OF 2-FEET DEEP APPROVAL UNDER SUBDIVISION I _ / _ (RUSHED STONE EYED(OVERBIASTING OF LEDGE 3-FEET MINIMUM BEYOND THE CONTROL LAW REQUIRED: P �' �y. Date: Aril 20, 2011 STONE IS REQUIRED) SALEM PLANNING BOARD PLDE#99-34 SCale: 1' = 20• Sheet 3 of 8 MIN- REINFORCED PRECAST LAWN AREA SPECIFICALLY GRADED AND LANDSCAPED TO CONDUCT RUNOFF WATER .-. \ .-TU SOLS YCRUSHED STONE(NOT 2'YMA15) _ CONCRETE BASIN TOWARDS A WRGTIVE STORMWATER CONTROL DEVICE / NO WRAFI FABRIC ON BOTTOM 4'PERFORATED PVC - DESIGNED FOR M-20 :._...... Lend Owner. Paul Ferragamo 419 Highland Avenue, Salem, ITA 01970 CII SDR 35 PRE LOADING PATRO�ICZ (PIPE SLOPE=SwAEE LONGITUDINAL SLOP" CULTEC YODEL 280H0 UNDERGROUND LEACHING CHAMBERS SURROUNDED BY CRUSHED STOW STALLED PER N -III- SHALLOW FLAT TOP TOR � 7 TNW ARUG 4UIMUM OF 3-FFEEETTBBEYON�D CRIlSHD STOONE LAND DEVELOPMENT ENGINEERING (� a-i Y GRASSED WATER QUALITY SWALE FIRM sTAIaE 3MDPW M2.01.2/4; �r� 14 Brown Street, SOlem, MA 01970 SUBBASE c STORMWATER CONTROL PER GEOTECHNICAL ENGINEER SPECFIGTOMS DEEP-SUMP CATCH BASIN (978) 836-6400 E Not To S,do NORTH SHORE SURVEY CORPORATION 14 Brown Street, S01em, MA 01970 CJ DATE (978) 744-4800 U I I #16 I #18GRAPHIC SCALE I I 10FF ]a 40 I I #20 \ \ #5 cz I ( IN FEET# \ / I inch= 20 it 4V � y -� 3 ` ICUT&CAP(AT MAW) CITY SPEC #2 #435 I ` ` - \ \ I PARCEL A I ;.INVout=134.0 1 ' Q I I \ #3 I \1 1 110E TER PVC SCHflO #V f \ S.INVwt=140.0 (LTM LATERAL) pORCa NV ONE #4 I EJECTOR \ ) yrEPs I �p,� EJECTOR PUMP 1 I EDN SNH/2 � (INSIDE BASEMEN i) 1 NV,u 143. RIM= 1355 m n 1 k I I \ I INV t=135-7 4� 1 Nvwt=135.67 eoShPs e� � I e , P H / Q I I \ ! I 46 S1EPS O$Cg 3 I S.INVwl=140.5 o F,CP5 V P _ SMH/3 - PORCH H I _ I rSINWI(/I1) RIM=146-00 ' , 1 / _.-1 •736.09 ! INYm=137.65(5 �5 GV do BOX 1 1 ry 111--- 1 - INVwl=137.55 S�pB 4 d r --- _-_ # A._---�1_\_ &F 8"S i.Dx- � .5 OE�6 (PER ENVONE) O I -- eons .1. __ 5.11LYn(/4)=136.53 •- -_. --------------- R _ - -- . 131) 01/ dSWVin(!3)=135.80 -• _p{WNEY=L41A :t•- _ _ / DIV - �/�444 1 Q I S.INVwt=1,18.0 �J. �./ / CHIMNEY=,39.0 _.r-. 0=136.87 -_- -- / y • - #401 ti ._�-- _ - - Ch 403 - ' , i --.:z - _-SW1fi-1c/5�137.50 .` - --- Y 10.0% O7 I J�_�.8_0_"/- -�-_ •� 6'S- srr mr4ia I 1 ►.1,�. _ _- -_ 1241E 1.55 PVC O # I::._ ' 9 �'M`._,- -- : _ _ _ --(FII Gam) � - - ` / S.INVin(j2)=132.89 O +1- S,INV(j9)=137.52 tea'• ' .ii]p r T� r. '�► 6FP5 Pow C) POAM 1111E 8'S 8 8.4% I u, \S -• STEPS k-GV h• X(PER ENV ON[ / (�/'1 Cl) I �^ / I 'N oess, is I `SJNVwt=122.25 - 429 iNVo�l-140 N I I / INSTALL PROPERLY SIZED THRUST _ � .0- £ I 1n // i BLOCKS AT ALL WATER MAIN BENDS TMP. - I I I � $ LECTOR N # SJNVwt=139. FUM✓ # ' ,S.INVaut-138 0 SYHiI I I 0 PORCH (INSIDE BAST ILN I) \ RW=131.90 -� I 1 INVIn-126.34 x CONCRETE ENCASE SEWER IF #10 #0 # I INVwt=126.24 / E 18'VERTICAL SEPARATION IS NOT 9 U - I N _ I POSSIBLE(SEE DETAIL) I I 47 - P►'[l0 it - -�_ _ - I S.INVin(#I)=126.67 PATIO I I 'fi0 s®osx j I YA a PAM -.. srr wa4 rs.. ..._ __-.__.:._--_-___ --www m INV-125.35 ---- - HIGHLAND AVENUE (ROUTE 107) NORTHB4 - - ---------_1_______- ---- -- - ---------------- IF, CUTACAP AT MAN) - #392 I HIGHLAND AVENUE SOUTHBOUND - -_------ #440- 450 I _ # I Q / ---- -- - -___ 402 # ------ 1 --- -- - _ 396 -��7 - V I , A/r=r9r>5 -- @@@CCCFFF////// -_- _-_ _ _ _ _ _ _ • #400 CROSS COUNTRY Q -\ 4'LOAM AND SEED UNDER PAVEMENT - OR APPROSLOPE PROTEC110q -SURFACING OR RESURFACING W � - AS REWIRED. 8'TYP. a \ -ROAD BASE(GRAVEL) ENE) - i O SELECT BORROW COMPACTED IN ,62 IME a`5 ffEn!2!!!n REDUCED FROML SCALE OF THISNo s10MEs ovER r SEWER U sum W NOTESCRUSHED PVC SDR NE E I MHD PLANS NOT FOR CONSTRICTION, PLANS FOR PERMITTING PURPOSES ONLY 1.EXISTING CONDITIONS TOPOGRAPHY AND PROPERTY UNE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP..FEBRUARY, SLOPE=0.8%MIN. III.M2.01.2 OWNER/DEVELOPER: O 2000. - PAUL FERRAGAYO VW OF Mtr 9,K 1 419 HIGHLAND AVENUE. SAIEM, MA 01970 3 �C a 2_ THIS PIAN DOES NOT SHOW ALL UTILITY LINES(AND/OR INIDERGRDUND COMMITS)SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ' CR068 COUNTRY (978)9T/-9801 { SCOTT AN sG ABO -GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTUTY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON - DOER PAVEMENT i IWTROWIrZ Q > 4'LDAP AND SEED j ONIL THE BEST AVAILABLE AW F INFORYAEION tlVE11 70 FIDE AT THE TIME 6 TFIE PREPARATION°F THIS PLAN. FIDE DOES NOT CERTIFY THE PHYSICAL AS REWIRED' OR APPROVED SLOPE', ATTORNEY: ,A N4]:fe60o Z CONDITION OF EXISTING UTILITIES PRIOR TO ANY SITE WORK,THE SITE CONTRACTOR SHA CONTRA DW_SAFE AND VERIFY LOCATIONS OF ALL UTILITY W EARINI W L�,E � PROTECIH7N SURFACING OR RESURFACING GEORGE ATKINS Fpr P4' AS REQUIRED. RONAN, SEGAL,HARRINGTON J LINES WITHIN THE PROJECT AREA PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(O7 DAMAGED)UTILITY LINES BEFORE,WRING OR NIBS: 6=i W. 59 FEDERAL STREET,SALEM. MA 01970 FOLLOWING SITE EXCAVATION/CONSTRUCTION. 1. A CLEAR-OUT SHALL BE INSTALL AT ALL HORIZONTAL AND VERTICAL O (978)744-0350 X107 (1} BENDS IN THE PIPE /! - ROAD BASE(GRAVEL) NO. DATE DESCRIPTION 16 3. ANY AND Al CONSTRUCTION METHODS MATERIALS,INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL PERMITS,LOCAL / ARCHITECT; AND STATE BUILDING CODES,CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL.CITY OF SALEM DPW/ENGINEERING DEPT.SPECIFICATIONS AND jj� HARRY GUNDERSEN SEWER TRENCH DETAIL F BACKFILLED gA55 20 CENTRAL ASSOCIATES CONDITIONS MASS HIGHWAY DEPT.SPECIFICATIONS,AND GOOD ENGINEERING/CONSIR MOTION PRACTICES FOR SOJD/PERYARENT AND AESTHETICALLY r BACKFILL TE SURE CE 20 CENTRAL STREET.SALEM. KA 01970 DEFINITIVE PLEASING CONSTRUCTION. Nol To Scale O MHD MI.DATE SURFACE LOADING (SIRE)744-1000 ' z�� MHD Y7.M.0 N 4. IF EXISTING UEUTY SERVICES ARE TO BE USED,CONTRACTOR SHALL INSURE THAT THEY ARE IN GOO)WORKING ORDER. PRIOR TO OBTAINING A SITS ENGINEML E CERTIFICATE OF OCCUPANCY,THE CONTRACTOR SIMM HAVE THE SEND?I LATERAL EFFECTED BY RT IF THE SEWER LITERAL IS IN DISREPAIR(NOT SCOTT PATROWICZ.P.E. SUBDIVISION 7 CLEAN.CLOGGED WITH OHt18 AND/CXR ROOTS,BROKEN OR CRACKED),IT SHALL BE FIXED AS PART 6 THE UTILITIES PERMIT. SELECT BORROW PATROWICZ LAND DESALEM. MA 1970 ENGINEERING U COMPACTED IN 14 BROWN STRBEI', SALEM. MA O1970 O FMSm GRADE ��,111E_ 12"MAX LIFTS (978)BOe-8400 Q 5. THE CONTRACTOR SHAT INSTAL A PERMANENT TRENCH PATCH(PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTIFMEIM AS $ 12- A LI REQUIRED. " NA STONES OVER 2- FOLD SURVEYOR: WATER & SEWER ��%��%��%��%��%��%/�% %��%��%��%��%��%� �� '6'MIN. GAIL SMITH,R.LS. B. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTOR OF THE PROPOSED /////////�///////// � // NORTB SHORE SURVEY CORPORATION IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUA_CONSTRUCTION PERMIT FOR SAIL UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR(CITY ��\ \ ,O -_I (14 878)BROWN SEEP.SALEM. ILA O11Y/0 for LICENSED DRAIN LAYER). OTHER UTILITY LILIES NOT PROPOSED AS SHOWNI ON THIS PLAN,REWIRE THEIR OWN SEPARATE APPROVALS v SlFEINC o AS ,WN. TRAMC �,G 11 RESIDENTIAL LOTS 3 F 10•MIN. W EARTH 0 7. THE SITE UTILITIES CONTRACTOR STALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DPT.FOR INSPECTIONAL SERVICES = i S - W W LEDGE GU35 RELY•P.E. 0 THE SITE CONTRACTOR SHAT COORDINATE WILL EACH RESPECTIVE CITY DEPT.FOR REWIRED APPROVALS AND PERFORM REWIRED TESTING PER CITY 3 O N VANASSE A:ASSOCIATES.INC. for O SIt43 at (d SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY CIN-LINE D O0? NOTES: 10 NEW ENGLAND BUSINESS CENTER DLL d N>0 1. NEW 8'WATER YAW LINE SHALL BE CEMENT LW®D CTILE IRON PIPE(ODI),BELL AND SPIGOT SUITE 314 (Z Z3 WATER MAW CROSSING MANUFACTURED BY WARREN PPE OR FOUNDRY CORP,OR R.D.WOOD CO.OR U.SJPFE CORP.OR EQUAL ANDOVER,MA 01810-1066 #405-427 Highland Ave. 8. FINAL SIZE.OF WAXER LINES SHALL BE BE BASED ON YEP ENGINEERING CALCULATIONS AND SIAL BE BASED ON THE EXISTING CONDITIONS(FLOW w rc ABOVE SELLER LINE(LATERAL AND/OR MAIN) PIPE SHALL CONFORM TO AWWA C150-71. THE CEMENT MORTOR UNING SHALL CONFORM TO AWWA (978)474-8800 1 m Q :PRESSURE&SIZE OF WATER MAIN)AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BEC(ETT. W1.P C704-71. MINIMUM EARTH COVER FOR ALL WATER LINES SHALL W FIVE(5)FEET. Salem, Massachusetts 1C MMI.• \.' MECHANICAL PIPE JOINTS(TMP.) 2. NEW WATER SERVICES(FOR DOMESTIC USE)SHALL BE 1.5-INCH(MINIMUM DIAMETER)COPPER TUBING TPN T��T 1 U) 9. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY,THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING INSPECTOR AND/OR "; NOTE IF LESS THAN 18. ARE REWIRED WITHIN 10-FEET OF PER CITY SPECIFICATIONS PIN01UM EARTH COVER FOR ALL WATER SERVICES SHALL BE FIVE(5)FEET. A PROVAL UNDER SUBDl V iSION - CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY O"FIRE SUPPRESSION FOR THE PROPOSED USE OF THE BUILDING. THE EXISTING PARALLELING LNM CONCRETE ENCASE SEVER CROSSING Date: April 20, 2011 W AND PROPOSED BURRING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES. WATER UNE AT SNE SEWER LINE 3. INSTALL PROPERLY SIZED CONCRETE THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES AS REWIRED CONTROL LAMP RE UIRED: WATER MINI �V,OR BELOW TO BE INSPECTED BY THE CITY PRIOR TO POURING AND AFTER POUR(PRIOR TO BACKFIWNG). PLDE/199-34 Scale: 1" = 20• Sheet 4 of H c AND/OR SEWER 4 SALEM PLANNING BOARD SEER I NN ANO/OR LATERAL - 10. AS PART W CONSTRUCTION,THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES(AND/OR BLDG.SERVICE 4. FINAL SIZING OF WATER LINES SHALL BE BASED ON YEP ENGINEERING CALCULATIONS AND SIHALL BE TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES MHD SPECIFICATIONS AND ABOVE MENTIONED CONNECTION (MAN WINE AND/OR BLDG.SERVICE CONNECTION) Land Owner. Paul Ferragamo DEM O. EMIR EXISTING CONDITIONS(FLOW 3 WATER UNE h SIZE OF WATER PAIN)AND THE PROPOSED (n REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE EHE RESPONSIBILITY(AND LIABI ITY)OF THE CONTRACTOR. FIELD td IMS DEMANDS THE SIZE AND LOCATOR OF THE WATER LINES SHOWN ON THIS PLAN IS PRELIINNIARY ONLY AND 419 Highland AVeIIMe, Salem, IIA 01970 "NOTE E LESS THAN 10. VIRE SUBJECT TO CIANGE. ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOD ALL CERTNCATOIS ON THIS PLAN AND ACCOMPANYING THEN rE PATROWICZ DOCUMENTS. PLDE IS NOT RESPONSIBLE(OR UABLE)FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. THE SEVER LINE BEFEARER YAW CROSSING 5. PRIOR IR OBTAINING I UTILITIES PERMIT,THE CONTRACTOR AND/UR MEP ION FOR HE PR CONTACT (d (FLOWABLE FILL IS ALLOWED) BELOW SEWER LINE(LATERAL AND/OR MAIN) TM TY FIRE SALTY DIVISION TO INSURE THE ADEQUACY OF FIRE RE SUPPRESSION N FOR THE PROPOSED NG(S). THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT.FOR REWIRED LAND DEVffiAPl(SP1T ENGIIIEERING 11. STREET TREES PER CITY OF SALEM REQUIRMENTS PLANTED 30-FEET ON-CENTER- FINAL LOCATION TO BE DETERMINED IN THE FIELD BASED ON '-NOTE: ENCASE SEWER UNE 6'FEET ON EITHER APPROVALS AND PERFORM REWIRED TESTING PER CITY SPECIFICATIONS 14 Brown Street, Salem, MA 01970 FINAL UTILITY LOCATIONS AND GRADES MINIMIZE CONFLICTS WITH FUTURE TREE ROOTS AND AS-BUILT UTILITIES. SIDE OF WATER LINE CROSSING (978) 836-6400 12. T14E HOMEOWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE COMMON SEWER FORCE MAN. THE ENGINEERING DESIGN OF THE WATER LINE TRENCH DETAIL NORTH SHORE SURYSY CORPORATION SEWER FORCE MAIN AND SELLER LATERALS(COMMON AND INDIVIDUAL)!;HALL BE PERFORMED AND SPECIFIED BY F.R.MAHONEY AND ASSOCIATES SEWER CROSSING WATER DETAIL 14 Brawn Street, Salem, MA 01970 :3 (ENVIRONMENT ONE). DATE (978) 744-4800 U NM To Scole 0 0_ U #22 I #12 \ I j # I 1 \ / j 1 I # j \ \ I 18 , I j I I #20 y _ \ #5 \ I j c� i_ GRAPHIC SCALE sra1,E ql.T 6-FOOT HIGH NNYL FENCE(WITH LATTICE AT THE TOP)PLACID ON THE PROPERTY LINE _ I W (FINAL LOCATION DETERMINED IN THE FIELD BASED ON EXISTING TREE LOCATIONS AND \ is'cNEaav/ c� V /"/ Fi' A-c as cv v IN FFZT mr u $$ Y' FINISHED GRADES). FENCE TO BE INSTALLED BY DEVELOPER BEFORE COMMENCING tca , '4�!• a ob L Ipah= ZO)it t m z CONSTRUCTION. THIS FENCE SHALL HAVE A GATE(FINAL LOCATION TO BE DETERMINED BY unv,E . z ' ", J OTHERS). THIS FENCE AREA SI1ALL HAVE A 2-FOOT BORDER(ON TIE NORTHWEST 90E)TD \ / #3 f i `\ - MAPF--- - 14' tz'uAa,E z(, PREVENT WEED GROWTH NEAR THE FENCE. IT IS AGR®THAT THE MAINTENANCE OF THE \ c,• QeDIAmt FEND WILL BE THE RESPONSIBILITY OF THE OMERHOF BARNES CIRCLE ONCE THE ' TI EXISTING VE(ETAR FENCE HAS BEEN INSTALLED(AND THE WARRANTY AS DORM). I � EN61MG VETTAl10l1 zo av DaXn a rs. ,s _ zun TO REMAIN AS IS C1.,w iM HUMAN AS 15 rs].. IS, 2. 11 f='.r `\ - 2s"TREE 'SS`� TREE ___ tA D951N/G VEGETATION a a�4 P g °� e''� a' 4 ss, _147 TO REMAIN AS IS A o T _—� I ✓~ O-`\ , :, ) zo'u/a,F zo•,oaur /_146.. -._ EXIS TNG VEGETATION ..... -_ - , a - _ 1 - M151- 'N" i e9 FJOSTWG VEGETA710N TO REMAIL/AS IS tS6 / `.... - REirMu r - _ - ' ' ,. FJISTRC VEGETATION) �♦ 'moi #435 r u \ .< ,.. --- -- - IS , I ♦ // _ # n 157159 161 i6p_- �\`\ I - - - _ TO REMAIN AS - � EL A CD 14'a,ERar 4f -__ I,15 155 t54 / --iii- _ _- - !'I - 1 l r .,53 164� P _ roN 1 RErr t AR 6¢ ` -115-. -- " -156 .bD I le- - 54 it C _� ,' ,'h .• " r �) lJ 1dITY ♦ .s :',PORCHo 153 -147 .5'Ave[ NAIL ♦W 5 ],�` EPORCH 'ss ,st". 15 '• .ry ,• v, :'n p'^' \ ST� Q �i At. °♦) A 143-- I WP` ti.�h FS _ 4 % / / A t'_„� 142 � 1111 k W� ,,, S� / . - ;• - ' � — ao _ PRIVACY SCREEN- 2 NORWAY O 1 I SPRUCE(aa EQUAL)a TO a _-.-- #5 - torlgT NIGH rn+EN `” l / •`� I + Y PLXNTED. FINAL LOCATION `138 I 1 TO BE FELT DETERMwED /�. Ft, \ \ STEIIII PQ \ 1 - - r BASED ON FINAL GRADES AND /� \ / z _ __.,D' / I s PORCH j•y \ �'e I PLACEMENT OF STONE / 'b , r9g �1s4...._150- t Cxl'FWN ' W s AND EXISTING -_ � ! i a D ' -r49 _ - - LGHRNG FlIUE, \ Ir CD VECETA710N TO BE 1 /� i¢/�-737 I. P .r„ •'/ /.. --___ _ _. l�- ,6D-" r-' 14A 143 \' LOCATION b.-\�, \ r \ I 4O _ �T NSERVID. \ 1.r i" -- - - - - -- -s - - LINERS)SEE TT'�.. '. —.. / / # ..4 -- - r _ t36\ � Taj � > __ - �•1� �r ' O l #401rss 1 � 403 STEP is n TJ , y _. ——— :5, \,: `r'A - _ -- r5. _...\ ——-138 />A 5 aAKD vARawL AREA — - Z 1 / -" _ �� #429 1 b — ----- o r W t RAYED / < _ ._ '� ;'�'`i>'r\ `. Fm r '+e '� __ � I II PORCH _ --4o- _ o .. Pow 9MYCWAY : #8 I / - A. 7 t 102 t3] " -�_ .._._-. r3s .� , )i. I3s 14748 __ - ---14& -138- 41- Ewsrwu, s 1 -�j' I� I� p - � _L._ PATS -- _ - - 146 - t .F. \. .,..,,«„ `•1 \ -, ttt cK 's � .., r � JI)I�� /7, � t•- r,'' PATIO .� ` \ (/ I f ' ,tz I - 137 O _-" w , �� ..✓�""._,-✓� L- -��_-._� .ria - luT 3> _ , - .. _— �ra. ---_ --131-__- 2 _ —_ _-- I,D Iv • - "" �-- _ 13731Y• _ --_ — OISTIIC VEOE'M110N AND EIIS1ING l®Li F W RFJINN AS IS EKGUVc. :rW._v-__- _ _ _131 91ErAEK _�.��r __ _ -_ _'a' _ _.-_ _~-.�`�w...•..L3s _ r� _ _- .. � ,v So , ' J wTrLTr uxc:a4EDI,y, - - ---= '.s„al canrnccre sDr Aix -- z EXI5IWC co+UL1E STOErAuc - -_ - ----_— SWkE tee z V j i w"�r' • PRIVACY SCREEN: 6 ARBORMTEA(OR EQUAL)6 TO I? � 8-FEET HIGH WHEN PLANTED. FINAL LOCATION TO BE _ - 41 sr� FIELD DETERMINED BASED ON FINAL GRADES AND � PLACEMENT OF STONE WALLS)TYPICAL r w �E '� = HIGHLAND AVENUE (ROUTE 107) NORTHBOUND arTrB uNE aE uEDM>,snw -_- � //Q o #392 / �E '� HIGHLAND AVENUE SOUTHBOUND —_-- —" 0 —_- -- ! 0 #440-450 I Q / ------ -- -- #402 I I � I #396 ---- -- - w --- - - E I l� W j #400 - -- - ENTRANCE TO AND EGRESS FROM NOTE: THIS PLAN HAS BEEN REDUCED FROM T \ \ EXPOSED LEDGE FACE AND/OR STEEPLY U) I \- /"1 j SLOPING VERY SHALLOW SOIL COVER THE ORIGINAL. THE ACTUAL SCALE OF THIS ' HIGHLAND PLAZA U2_3• r -�__ PLAN IS 1" = 40' , DEPENDING. j -- TEAM: W 1X1 FINAL 250 WATT HIGH PRESSURE SELECTION SODIUM.ANTIQUE LOOKING -� PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY DIRECTIFIXTURE, XTURONAL,DFINOWNWARD _ 0 PAUL AINER/DEVELOPER: L BY OTHERS j 419 HIGHLAND AVENUE,SALEM, MA 01970 a}8 OF M.(r a (978)977-9801 Q p SCOTT VN =G I ATTORNEY: GEORGE ATHINS Q RONAN,SEGAL, HARRINGTON Z / 9 STREET TREE sLOCATION SHOWN (978)FEDERAL 44-035STREET, 0.7 SALEM. KA 01970 1 ONI PLAN)3.5 CAUPER(11P)WHEN PLANTED PEER CITY REQUIREMENTS ARCHITECT: NO). DA 7E DESCRIPTION o BLACK REINFORCED LANDSCAPING NOTES y HARRY GUNDERSEN R1�ROSE 20 CENTRASENL ASSOCIATES MOUNTING PER TWIT STRANDS OF/18 1. TREE TYPE TO BE APPROVED BY CITY(PLANNING DEPT)PRIOR TO PUNTING. (9 GENT.�REEr.SALEM.MA a197a DEFINITIVE (978)744-IOW O MANUFACTURER 4"t SQUARE LIGHT POLE S gpAGE TWISTED DESIGNS FOR / STIEEL WIRE 2_ PLANT MATERIAL TO CONFORM TO THE LAS ESTABLISHED BY THE AMERICAN SITE ENGINEER: 100 MPH N� DGHT BASE COVER STANDARD FOR NURSERY STOCK, OPUBLISHEDEUL BY THE AMERICAN ASSOCIATION OF SCOTT ICZ I.A VELOCITY SCO17 PAT LAND DEVELOP ENT ENGINEERING 7 (PER MANUFACTURER) Y s 2"SPRUCE POST NURSERYMEN,INC. ALL RANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. O INIPAINTED 7'HIGH 14 BROWN STREET,SALEM. MA 01970 O THREE REQUIRED PER TREE ALL PUNT SMALL BE HEALTHY.WELL-FORMED.FREE FROM DISEASE AND DEFECTS AND (978)838-6400 Q 1'CHAMFER TAGGED NTH THEIR PROPER NAMES. IAEE NTM TO FHILD SURVEYOR: LANDSCAPING e FRLST BRANCH 3. PREPARE ALL PLANTING BEDS MID LANDSCAPED AREAS. BEDS SHALL BE/FADED SO GAIL SMITH,R.L.S. LA N D S CA P I N G SURFACE TREATMENT PLJANT AT SAME DEPTH AS WAS AS TO NOT ALLOW RUNOFF(FROM THE PLANTING BED)TO BE DIRECTED VIA A STEEP NORTH SHORE SURVEY CORPORATION FINISHED GRADE 3.5��FF7t �PNEVAOUSLY GROWN MAX)(ORW/IN SLOPE INTO THE OAM(CLEAR AND C44UIB AS N LOT OR Y. FINE GRADE THESE REMOVE STONES,STICKS.AREAS ROTRUDING ROOTS, (9 PRIOR TO LAYING 14 BROW STREET,SALEM, KA 01970 for (SEE PLAN) z U \ F ONIE INCH BELOW IL) (978)744-4800 UNSUITABLE SOI_,PAVEMENT AND OTHER DELTRIS ALL PLANTING BEDS SHALL RECEIVE GLEE HAYM PH 11 RESIDENTIAL LOTS BUSHING PVC CONDUIT(2'MIN.) �/ 2. CEDAR BARK MULCH TRAFFIC ENGINEER: O ITw) J Y CEDAR BARK MULCH 4"YIN.SCREENED LOAM AND 2•MIN.BARK MULCH. _ 0 3/4'DIAM GALV. 1.i /- SLOPE TO FORM DISH z SLOPE TO FORM DISH TO VA14ASSE A ASSOCIATES, INC. for O site at STEEL ANCHOR BOLTS(4) n -z CONTAIN WATER 4. EACH PLANT SHALL BE'WATERED-IN•TO REMOVE NR POCKETS DIMING PLANTMM 10 NEI ENGLAND BUSINESS CENTER DR. -_ EMBEDDED A MINIMUM OF FINISH GRAS(SEE PLAN FOR MOUND AROUND EDGE OF THE LANDSCAPE CONTRACTOR 91ML NOT RANT ANY DAMAGED PLANTS. 7}E LANDSCAPE SUITE 314 3G"INTO GONG.FOOTRG SURF TREATMENT) PIT TO CONTAIN WATER #405—4'27 Highland Ave. • _ UNI71E AND ROLL BACK BURLAP ANDOVER. MA 01810-1066 CONTRACTOR SHAT GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND REPLACE FROM TOP 1/3°F ROOT BALL (978)474-0800 COMPACTED GRAVEL WHOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. O • 4 SURROUNDING FOOTING / �< Salem Massachusetts •, i \\�\.\� \i\\i\�. \. YOR1N0 AROUND EDGE OF%T I CON CRETE FOOTING(PRECAST OR 5. ONLY SLOW-RELEASE E ORGANIC GRANULAR TYPE FERTILIZERS,LOW IN NITROGEN APPROVAL UNDER SUBDIVISION j ONE CONTINUOUS POUR)(4500 pti) CONTENT,SHALL BE USED NTHIN THE PROPERTY. Date: April 20, 2011 12X12•SQUARE FUNTIEROM AND /3 BACK BURLAP ( FRIT GRADE(SEE RAN FOR FIRM STABLE -- _ FlOY TOP 1/3 OF ROOT BALL u J 5„IRFAGE TREATMENT) CONTROL LAZY REQUIRED: SUBBASE CENTERED (IF REWIRED BY - UGIT POLE IS E4CTPo NN)ROU BAtl(FlLL MIXTURE g DIAMETER HOLE DUG 6.USED NTHIN�E DESIGNATED DEP APPROVED GROUNDWATER PROTECTION ZONE ANOT REA. SALEM PLANNING BOARD PLDEk99-34 Scale: 1� = 20• Sheet 5 of 8 �- _ FOR ROOT BALL AND Land Owner. Paul Ferragamo TAPPED BACKFILL MIXTURE �'•�� �? s PROPER AMOUNT OF ORGANIC PESTICIDES HERBICIDES AND FUNGICIDES MAY BE USED SUBJECT TO REVIEW AND g O NOTE: •:•• 1:•• :•:.' '•` ' •.•' BACL(FILL MIX APPROVAL 6 THE HONEY CONSERVATION COMMISSION. 419 HiglilaIId AYenue, Salem, MA 01970 (/) t. FINAL LIGHTING TO BE DESIGNED BY OTHERS. THIS DETAIL IS A SIlCCE5TION OFA •~ ••• • BACKFILL MIXTURE(TW) RODIBIML z TYPE OF UGHTPOLE THAT MIGHT BE USED FOR PERMITTING PURPOSES ONLY(AND NOT / > TAMPED BACKFILL MIXTURE 5OX LOAM+25%SAND+ WITH PARES s 7. ANY PLANTINGS UTILIZED IN THE LANDSCJrPING OF THIS PROJECT SHALL NUI BE PATRO�ICZ FOR ACTUAL CONSTRUCTOR). FINAL UGHTING DESIGN,SPECIFICATIONS LOCATION,HEIGHT 25X PEAT MOSS,MANURE h C SHALL BE SPECFED BY OTHERS SUBJECT TO THE APPROVAL OF TOWN BOARDS 249M1. VERMICULITE INVASIVE PER THE PUBLISHED M.I.P.A.G.UST OF PLANT SPECIES DESIGNATED AS INVASIVE N (LIKELY INVASIVE OR POTENTIALLY INVASIVE)AS LISTED BY THE DEPT.AGRICULTURAL LAND DEVELOPMENT ENGINEERING 2- THIS DETAIL SHOWS A CHASE PRECAST CORP.PRODUCT NO.LPD-12 OR APPROVED NOTE FINAL LOCATION TO BE DETERMINED IN THE FIELD BASED ON MINIMIZING CONFLICTS NTH FUTURE 14Brown Street, Salem, MA 01970 EQUAL SHRUB PLANTING DETAIL CTREE EROOTS AND U O AS-BUILT UTILITIES FINAL PLANTING DEPTH TO BE ADJUSTED BASED ON FINISHED RESOURCES (978) 835-6400 LIGHTPOLE DETAIL Not To Scale TREE PLANTING DETAIL NORTH SHORE SURVEY CORPORATION Not To Scale 14 Brown Street, Salem, MA 01970 v,]1 To Scale DATE (978) 744-4800 O _0 U LOT #3 PARCEL A LOT #2 � LOT #4 LOT #6 _��- > LOT #5 0 �- o i � 1�' n H Cl1RVE/2 T n LOT #1 (5+76,7) - - / 0 ( N N -01 \ $ H.CIIRVE/1 \ �J -- n 7 - ry, _ > - LO h - - LOT #11 LOT #10 LOT #9 LOT #8 --t32- ,�s SWOT II u,. CURVE PLAN.1 CURVE LENGTH ANCEN CHORD DELTA PLL].1\ 111 pr C1 158.66 100.00 IOIZ9 14253 90'54'16' 1 - C2 281.581 615.001 143.301 279.13 26'14'01' _� ,Az. �• C31 48.831 200.0111 24.531 48.70 13'5915' HORIZONTAL SCALE: 1" = 20' 1 �YCaYG9pE.,11, _ -�S GRAPHIC SCALE C:) „a HGH a� ILAND A VENUE FEET inch= 20 R Q (RO UTE C0 107 ) NCRTHB0 UN D CD CV M CREST VERTICAL CURVE LENGTH(L)=172.0' SAFE STOPPING SIGHT DISTANCE(S)=125' A ELEVATOI 3NA._..--- =2 X 0A ELEVATION NU - - N .� ELEVATION 152.0 -_ _._-. - -._-__ - �� G1=+LOX PVI G2_ 10X \\ ELEVATION 152.0 Z FINISHED CENTERLINE ROAD PROFILE 0 EIOSTOIG GRADE(YAIG PROPOSED ROAD CENTERLINE) 1\ � ELEVATION 144.0 W -_.__._.._._. _ PVC ElEV-148.44 PVT \ II/� \ ^ ELEVATION 144.0 >_ SAG VERTII'JIL CURVE LENGTH 6J=100.00' CO an Ni Lw _ _ I 'k __-_--- i 178LF 8'S O 1.0% S'uFM Cf NT m 801V7 ELEVATION 136.0 AIME GRggE` �` 1..J.■'1 C H G �iSMH:2 SIAH/3 f SffT 10X "� 'ELEVATION MA 1, I RI =141L25 K ql f RIM=146.°° N 'r/■1- A G2=-10Z INVin=13s.77 x 5(FM) INV-t=13.6 O J i*n PV, O 8.4% INV-t=135.67 >V I�. INV-t=137.55 I 111LF 8'S �r SAG VERTMAL ORtVE LLJ i',@.34' ELEVATION 128.0 ■ N ■ N A i � i11LF 8'S O 0.8% �1 ��<jj y _� O� \ Is SMH1t L.Ci 6 N W 6 6 P� .Y-3.AAG. \\\ ,I IQENATDI 18R:R (\N TO EXISTING RIM=131.90 J T SMHOW56 Zr-126.34 --- \ IR v INV..-126.24 ;y J _-MIX�I PVT u �1 G2_-3AX lTJ 4� a ■ 'n Li Ti'i IEVATID/1200 *ELEVATION 120.0 � a ! EL � n �� � � � °q� $: $ tNSE> F W E W + m N N W N W ' CY) IP a a n x i >> >> �- ELEVATION 112.0 -- PL s a a W m n _ _ _ _ o c o IELEVATOH 112A > .. V V Q w W ' W W W ' W W W W W W W W W W � W W W W W 0+00 0+50� W 1+00 1+50 X2+00 2s50 3+W �3+Sp 4+00 4+50 S+yO 6+00 z + m m w w w Q w a y w ,n a H rn H w wl ti rn H H 0 ° ROAD PROFILE ° Q HORIZONTAL SCALE;: 1" = 20' VERTICAL Q VERTICAL SCALE: 1" = 8' GRAPHIC HORIZONTAL GRAIPHIC SCALE SCALE ° 1O0 1. m (IN FSI') W 1 Inch=e It W C (IN FEST:) E 1 inch= 20 rL ° 07 NT NOTE: THIS PLAN HAS BEEN REDUCED FROM THE ORIGINAL. THE ACTUAL SCALE OF THIS PLAN IS 1 = 40' 0 W TEAM: PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY N0 41*WE part OF WAY OWNER/DEVELOPER: ly PAUL FERRAGAMO OF W 419 HIGHLAND AVENUE,SAUM. MA 01970 0 0978 977-9801 PPMOMM ZATTORNEY: C- �'WE GRASS S1RIP(RIGTAUES� GEORGE ATELNS u FS E Q RONAN,SEGAL.HARRINGTON 0, P j 59 FEDERAL STREL'IT. SALEM. MA 01970 (� PLANTED STREET TREE (978)744-0350 xlo7 FLOWERING PEM(TYPICAL) (SEE DETAIL) ARCHITECT: NO. DATE DESCRIPTION 0 ; ; HARRY GUNDERSEN GUNDERSEN ASSOCIATES C i ;� N� 20 CENTRAL STREET, SALEM,MA 01970 2 WOE ROADWAY DEFINITIVE (978)744-1000 E 3.5'WE GRASS SOUP p SITE ENGINEER: 7 - SCOTT P6-6400 P.E. SUBDIVISION C) S'WE SIDEWALK ( B� _ S'WADE SIDEWALK14 TDROIHN STREET.SALEM. KA 01970 EBItIttG $RASSED SW QUALITY --� (978)838-8400 ,.0-RIE.TYPE I BASE RR��A E,N ALLOW E Lo'BfL C0/1G BIL9E FULD SURVEYOR° ROAD PROFILE & CROSS SECTION COURSE TYPE 1-, TCRUSHEDHEREBY STONE BED OOIIRSE TYPE F, 3 THEREBY DETAINING RUNOFF GAIL SMITH, R.L.S. 1.5'BIT.CONC.BASE SEE DETAIL NORTH SHORE SURVEY CORPORATION 3:1 MAX1 ( ) 1.3'SIT.CONC.FINISH COURSE TYPE -1 -1.5'BIT.CONC.BASE N %� 1 f COURSE TYPE I-1 -4"LOAM h S® 2. BIT.CONC.BASE COURSE TYPE 1-1 I COURSE TYPE 1-1 l4 BRO1rN STREET. SALEM. KA OI970 (`SJ for TO MEET (978)744-4800 11 RESIDENTIAL LOTS C) oar )I I I I I \ r 0 1 ^y \ �- f PITCH MEET TRAFFIC ENGINSSR: z\ /4C I - VMASSE t ASSOCIATES, INC for a site at GILES HAMM.P.E. (� 3 I III O O __ 4 - NJ O. _ O i l_, 10 NET ENGLAND BUSINESS CENTER DR. n bIII a I L I I I L I I a �D.a I I I I I1 GRADE SUITE 314 a IF11 - - 0.W .. 00 ANDOVER,MA 01010-1066 #405-427 Highland Ave. -III III-1 - 1Y MIN.COMPACTED IIjI-III~• •I`• �"~~ III I _i I�III- (978)V474-88M I- I I - GRA B'SE a GRANITE Enr+ID(S1D� I- , 1 'I- I- Salem, Massachusetts -1 -I _I -III I L I I I II I-Ti-I i, _ 8"MIN.COMPACTED _1111II j1 Ih III _III-III-I" '�^ ( LIFTS 955) BOTH SIDES OF ROADWAY GRAVEL MIN.CCOUPACTED NOTES APPROVAL UNDER SUBDIVISIONDate: APFa zo, zon GRAVEL BASE 1.EXISTING CONDITIONS,TOPOGRAPHY AND PROPERTY LINE PER ACTUAL-IELD SURVEY PERFORMED BY NORTH SHORE BASE CONTROL LAW REQUIRED: C Q o ,YORAN SURVEY CORP.,FEBRUARY,2000. PLDEIt99-34 Scale: 1" = 20' Sheet 6 of tl M LINE O GAS SALEM PLANNING BOARD �-' 2-CRUSHED STONE(NOT 2-MINUS) /�<J w w��� 10'SEPARATION(SEE DETAILS 2- THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION Land Owner. Paul Ferragamo (n DEPTH DETERMINED CRVE _� - _ Y OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLM. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES 419 Highland Avenue, Salem, 11A 01970 UTILITY By �COMPMIES S 1FR 8"SEWER SHALL BE ISSUED TO THE SITE CONTRACTOR(CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS C CLJX MAIN U PVC SHOWN ON THIS PN'REQUIRE THEIR OWN SEPARATE APPROVALS PATROWICZ (0 c sDR3s 3. ASPART OF CONSTRUCTION,THE SITE CONTRACTOR MAY WMT TO MANE FIELD ADJUSTMENTS BASED ON ACTUAL LAND DEVSLOMM ENGINEERING .�- FIELD CIRCUMSTANCES(AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WTH LOCAL/STATE 14 Brown Street, Salem, MA 01970 C BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). MY CHANGES 1D �978I 836- E ROAD CROSS-SECTION FOR A MINOR RESIDENTIAL STREET (SALEM I THIS PLM ME THE RESPONSIBILITY(MW6400 D UABIUTY)OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE THOUT PLDE NORTH SHORE SURVEY CORPORATION C APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICA'IONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. Z PLOE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANGES MADE WTHOUT PI-DE APPROVAL 14 BFOWVI Street, Salem, MA 01970 O DATE (978) 744-4800 91 1 U HYDRANT 251IN - SITE PLAN NOTES F",UMPIER "°" (MUNICIPAL STANDARD) � UNDISTURBED _ E631NG PA SAWCUT EDGES - EXISTING PAVEMENT SHORT-TERM PLANNED "�"`� MIN.BIT.CDN°. * FINISHED GRADE REA1RFAgNG DEMOLITION PAVED- m r YW.BIT cONc 4 ALL DEIIOUTION OF STRUCTURES UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. SEDIMENTATION & EROSION CONTROL MEASURES SURFACE � SGE LAID N 2 ISIEACH) PROPOSED SITE UTILITIES (DURING CONSTRUCTION) TH SELECT BORROIYCOURSE THE FOLLOWING NOTES PERTAIN TO THE UTILITIES W151DE OF THE BUILDINGS UTWTIES INSIDE THE BUILDING SHALL BE SPECIFIED BY OTHERS AND SHALL BE CONSTRUCTED PER THE MOST I • I J - COMPACTED N EXISTING RECENT LOCAL AND STATE BINDING CODES 6"6111E VALVE 112"MAIL LIFTS EXISTING - .: BINDER (PER FEDERAL NPDES CONSTRICTION RELATED REWNEMENTS AND DEPS STORYWATER MANAGEMENT PpJCY VOUA1E N) AND BOXY � -Id 0 -�.I MHD MI-02-0 _ GRAVEL � -- � COURSE APPLY THESE PLANS DO NOT SHOW ALL UTILITY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS THE FOLLOWING REWIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION TO CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN 7EII6T BLOCK NO SIIXt1ES DYE"2 " 8 TACK OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCYS(EPA's)NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)GENERAL PERMIT PROGRAM FOR STORMWAIER WATER MAIN 3 I- 0 d � TACK COAT OI TFRIS PLA". PIDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORN.THE SITE CONTRACTOR SHALL NOTIFY GIG-SAFE AND VERIFY LOCATIONS -III- I TFII/5T BLOCK (:'! DISCHARGES FROM CONSTRUCTION SITES(AS LAST REVISED TO TAKE EFFECT OCTOBER 31,1998). THE FOLLOWING SEDIMENTATION AND ER09ON CONTROLS SHALL BE EMPLOYED TO MINUZE O I 6 MIN SAWED ESS OF ALL UTILITY LINES WITHIN THE PROJECT AREA PLDE ASSUMES NO RESPONSIBILITY(OR LIABILITY)FOR ALLY BROKEN(OR DAMAGED)UTILITY LINES BEFORE,WRING OR FOLLOWING SITE EROSION(AND TRANSPORT OF SEDIMENT)DOWN-GRADIENT TO ABUTTING CITY STREETS WRING THE EARTHWORK AND CONSTRICTION PHASES OF THE PROECT. THE FOLLOWING EROSION BIR>ttS"TEE 6�L MIN.BEARING 650.FT. 18'GRAVEL SUBBASE EXCAVATION/CONSTRUCTION. CONTROL MEASURES SHALL B EMPLOYED(AND PROPERLY MAINTAINED WRING CONSTRUCTION} -III DO NOT BLOCK DRAIN HOLES YMH ACTED 098TYPE B NO STONES OVER 3"GIA _ TREMOR-MDT" I. ANY AND ALL CONSTRUCTION MATERIALS,METHODS FOR INSTALLATION AND OEMOUTIONS SHAT COMPLY WITH ALL LOCAL AND STATE PERMITS,LOCAL AND STATE BUILDING CODES,CITY 1, STRAW WATTLE TO MINIMIZE SHEET EROSION STRAW WATTLES WILL BE PLACED TO TRAP SEDIMENT TRANSPORTED BY RUNOFF BEFORE IT REACHES THE EXISTING DRAINAGE SYSTEM OR 16"Dr18'x6"POURED CO/C. 18"YIN PUBLIC MORALS DRAIN LAYERS MANUAL.CITY DPW/ENGINEERING DEPT.SPECIFICATIONS AND CONDITIONS,MASS HIGHWAY DEPT.SPECIFICATIONS.AND G000 ENgNEII21NG/CONSTRUCTION LEAVES THE CONSTRUCTION SITE WATTLES(8 TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BACK PLASTIC NETTING)WILL BE SET AT LEAST FOUR(4)INCHES INTO THE MOOCH. -6"CA&.PPE IECL I ''I I- BILg FOR SUPPORT SUITABLE PRACTICES FOR SO1D/PERYANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW(OR REPAIRED)UTILITY UNES ARE SUBJECT TO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF. WATTLES SHALL BE PLACED ON ANY DISTURBED SLOPE(THAT WILL REMAIN UN-ALTERED FOR MORE THAN SEMEN DAYS). JOINT Md1T - CYISHED STONE OR PEASTONE COMPACTED APPROVAL FROM THE CITY. WATTLES SHALL BE PLACED EVERY 20-FEET DOWN SLOPE,SO THAT THE WATERSHED FOR EACH WATTLE LINE IS ONLY 20-FEET WIDE WATTLES SHALL BE INSTALLED En PERPENDICULAR TO F (MIN.1 CU.YD.) -I(I. BACKFILL SEETRENCHWITH IF EXISTING UTILITY SERVICES(AND/OR MAINS)ARE TO BE USED,CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. WATER FLOW. THE WATTLES SHALL BE STAKED WOODEN POSTS(1.5-INCH SQUARE)4-FEET ON CENTER. 4yL 3b�L- 1- DETAIL THE CONTRACTOR SHAT INSTALL A PERMANENT TRENCH PATCH IPER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT)AS REWIRED. 2 SILT FENCING USE A SILT FENCE(DETAIL SHOWN ON THIS PLAN)AT THE DOWN-GRADIENT PROPERTY UNE(ALONG THE HIGHLAND AVENUE SIDEWALK). THIS SEMI-PERMEABLE BARRIER >- MADE OF SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE THE SILT FENCE BARRIER SHALL BE DUG INTO THE -253 NOTE PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. THESE PLANS ARE INTENDED ONLY TO OBTAIN ENGNEERNG DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN. THE ACTUAL GROUND AT LEAST FOUR(4)N04ES AND BE HELD UPRIGHT WITH WOODEN STAKES SPACED TEN(10)FEET MART(MAXIMUM). THE SMALL SPOIL PILE LL BE PLACED ON THE 1{TO ffi TTP, - UP-GRADIENT SIDE OF THE SILT FENCE THE WOODEN STAKES 1.5-INCH SQUARE)SHALL BE DRIVEN INTO THE GROUND AT LEAST EIG HT(B)INCHES. THE SILT FENCE SHALL BE FIRMLY PERMANENT PAVEMENT PATCH CONSTRICTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED 70 THE SITE CONTRACTOR(CITY LICENSED DRAIN LAYER). OTHER UTILITY ONES NOT SHOWN O/THESE PLANS,REWIRE TIMER HELD TO THE WOODEN STAKE WITH MANY CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE THE SILT FENCES AND HAY BALE BARRIERS WILL BE REPLACED AS DETERMINED BY I.HYDRANT NOZZLES SHALL BE SET NOTES OWN SEPARATE APPROVALS- STANDARD HEIGHT ABOVE FINISHED GRADE HELD FIELD INSPECTIONS. A A 2 CONSTRUCTION (P GATES AND HYDRANTS SHALL B:N ACCORDANCE WITH AIWA Nat To Scale THE SITE UTIUTIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY(TOWN)DPW AND/OR CITY(TOWN)E14GNEERING DEPT.FOR INSPECTIONAL SERVICES THE SITE CONTRACTOR 0500-71 AND AWWA C502-64 RESPECTIVELY."DARLING"GATES(OPEN RIGHT).'0" 9HN.L COORDINATE WILL EACH RESPECTIVE CITY(TOWN)DEPT.FOR REWIRED APPROVALS AND PERFORM REWIRE)TESTING PER CITY(TOWN)9PEgFlCAIt FOR THE USE OF EACs 3. CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH HAY BILE BARBERS(WERE APPROPRIATE)AND/OR SILT SACKS THROUGHOUT RINGS, DARLW HYDRANTS WITH 6"HUB BASE AND 5"VALVE OPENINGS(OPEN CONSTRUCTION. RIGHT)WITH TWO 25"HOSE CONNECTIONS ON A 4.5'STEAMER CONNECTION"DARLING" 4"LOAM AND SEED PROPOSED UTILITY ON-UNE TYPE D-50B,"QUICK FIX'HYDRANT SHAT_BE USED. 4. G A AND ANS 1 TION u AN /STI A TEMPORARY ENTRANCE/E)IT WILL BE CONSTRUCTED OF A SIX(6)INCH THICK(MINIMUM)BD OF 2 TO 3-IWCH WASHED CRUSHED STONE PRIOR TO WORKING(ON-SITE AND/OR INSIDE THE ROA)RIGHT OF WAY),THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR PLACED AT A 2S CRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. A CROSS-SLOPE WILL B PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN SHALL CONTACT GIG-SAFE O 1-BBB-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION WORM(. INLET OR TEMPORARY SETRING AREA IF DEEMED NECESSARY,AFTER CONSTRUCTION BEGINS,A WASH PAD MAY BE INCLUDED TO WASH(IFF VEHICLE WHEELS BEFORE LEAVING THE HYDRANT INSTALLATION DETAIL BIT.CONIC, PROJECT SITE Not To Scale BINDER COURSE AS PART OF CONSTRICTION,THE SITE CONTRACTOR MAY WANT TO MAKE FETID ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES(AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE 5. DIVERSION CHANNELS WILL B USED TO COLLECT RUNOFF FROM CONSTRICTION MEAS AND DISCHARGE TO ETHER SEDIMENTATION BASINS OR PROTECTED CATCH LOP DO CONC. - 61MAX o ,(v O RESPONSIBILITY(AND UABI ITY)OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PUDE APPROVAL SHAT AUTOMATICALLY NULL AND VOD AL CERTNCATIONS ON THIS PLAN AND BASIN INLETS ACCOMPANYING DOCUMENTS PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL 3"�' S�K�Yy 6. TEMPORARY SEDIMENT BASINS WRING CONSTRUCTION,TEMPORARY SEDIMENT BASINS WILL BE INSTALLED EITHER AS EXCAVATIONS OR GERMED STORMWATER DETENTION STRUCTURES 1A"SID,WOOD POST 10 TO 1'O.C.OR � 49 �0 DEPENDING ON THE GRADES THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERI OF TIME TO ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO a WATER SENVICFS(FIRE AND DOMESTIC FI: THE SITE CONTER DEPT. SHALL LOCATE THE EXISTING WATER NAIL AND WATER SERVICES PRIOR TO CONSTRICTION. ANY WATER UNE FEXISTING CONSTRUCTION STEEL FEBAR POSTS SET 1O MART �- - COMPACT STALL COMPLY WITH THE CITY DPW.FIRE DEPT.,WA7172 DEPT.AND ENGINEERING DEPT.SPECIFICATIONS. A MEP ENGINEER SIAL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING SEDIMENT THE POINTS E PONT STALL BE CONSTRICTED OF A PERFORATED RISER SURROUNDED BY OO MINIMIZE CRUSHED STONE SI THE DOWN-GRADIENT SIDE OF THE TEMPORARY WRAP ATTACHMENT - GRAVEL SEDIMENT BASIN. PINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL B STABILIZED 10 MINUZE EROSION OFF-SITE THESE BASINS SHALL B LOCATED BASED ON CORP AROUND IIOFS711RBED DISTANCE 1 WATER LINES A MEP ENGINEER SIAL DESHA THE WATER DISTRIBUTION SYSTEM MEETING ER APPLICABLE CODES THAT WATER LINES SHOWN ON THIS PLAN ARE WA TE TRE. FINAL BEHIND LOCATION(K HYDRANTS CO2 PIV VALVES)SINAL BE SPECIFIED BY THE CITY FIRE AND WATER DEPT. THE MINIMUM EARTH COYER OVER PIPES IS 5-FEET.i. REFER TO WATER TRENCH DETAIL CONSTRUCTION NEEDS AS DETERMINED BY THE SITE CONTRACTOR. POST TWICE (SEE PLAN O. GRANITE FOR PIPE SIZES AND MATERIAL TYPES. 7. VEGETATIVE SIOPF STABILIZATION: STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN FOURTEEN(14)DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE -FINISHED DOW GRAMM °0 CEMENT. -'J- EDGESTONE TEMPORARILY OR PERMANENTLY CEASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STABILIZATION WILL BE USED TO MINIMIZE EROSION ON GRADE 10 10 CONCRETE C GAS SERA THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION.FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS TO B SPECIFIED BY BOSTON SLOPES OF 3:1 (H:V)OR FLATTER. ANNUAL GRASSES(SILICA AS ANNUAL RYE GRASS)WILL BE USED TO ENSURE RAPID GERMINATION AND PRODUCTION OF RWTYASS PERMANENT \�� MARS FABRICi WEBS - - CONCR Q GAS COMPANY,100 COMMERCIAL STREET,VALUER•MA 0214$CONTACT: COLLEEN LOPE(617)723-5512 EXT.6334. BEHIND STABILIZATION WILL BE COMPLETED WITH PLANTING OF PERENNIAL GRASSES OR LEGUMES ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY ? AREA ' HYDRO SEEDING OR SOODING- A SUITABLE LOAM TOPSOIL GOOD SEEDBED PREPARATION.AND ADEQUATE LINE.FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF �� 6• _ GRANITE 011E SEWAGE ZQ5AL SYSTEM: INSTALL A NEW MAIN SEVER LINE AS SHOWN ON THESE PLANS MAIN SEWER LINES SHALL BE 8'MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF COMPACTED GRAVEL THESE VEGETATIVE STABILIZATION METHODS A LIGHT(POROUS)SPREAD OF HAY MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM IMPACT OF FALLING RAIN Q 0.8.5(SELF-CLEANING VELOCITY. 25 FEET PER SECOND)UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SIi(IP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER "Y�� BASE TO ORDERING&Y STRUCTURES00 ,MANHOLES,TANKS AN PUMPS,RIMS.PIPING D ANY OTHER INFRASTRUCTURE COMPONENTS. ��� � j _ Q 8. G(NSTRUCTION SEQUA ENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER l PERMITS ARE IN HAND(INCLUDING PLANNING BOARD SUBDIVISION AND DRAINAGE N ER NEW SEWMANHOLE STRUCTURES SHALL BE INSTALLED ON STABCU LE EARTH(AND/OR SD FOUNDATION)PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE ALTERATION PERMIT FROM THE CITY ENGINEER). AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE CITY ENGINEER.EARTHWORK WILL BEGIN TO MOVE sl _- COIPACIED FAY.= -_I 1- 5TRU TURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUTABLE MATERIAL(WTHOUT A PROPER FOUNDATION AND/GR PILES)SHALL B DEEMED UNACCEPTABLE BURY FABRIC B'MN. - AND SIAL BE THE RESPONSIBILITY O-THE SITE CONTRACTOR TO REPAIR OR REPLACE F EXISTING SOL MATERIAL AND BLAST LEDGED. TEMPORARY SEDIMENT BANNS SHALL ED MAINTAINED THE THROUGH THE EARTHWORK STAGE OF THE PROJECT TO CATCH SEDIMENT BEFORE IT N GROUND.DO NOT I I-I FLOW5 OFF-SITE ONCE THE GENERAL GRADES OF THE LAND HAVE BEEN ESTABLISHED,THEN THE ROAD SUB-BASE AND BOLDING PADS CAN BE SET. THEN,THE UTILITIES WITHIN THE OUT SPOIL ON 11ETIAIID THE SITE CONTRACTOR SIAL REMOVE EXISTING SEMEN LINES WHERE NECESSARY WITHIN THE 5µE TRENCH AS THE NEW UTILITY LINE(S). EXISTING SEWER MANHOLES(TO B DEMOLISHED) ROAD IS CONSTRIUCTED.PERMANENT DRAINAGE CONTROLS ARE PUT IN PLACE. BACKFILL IN ACCORDANCE WITH GEOTECHNICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION. SIDE OF FENCE MOTH O SIAL BE PUMPED OUT,CRUSHED AND BACK FILLED WITH CLEAN SAND. PROPER COMPACTION IN 12-INCH LIFTS IS REWIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OLD THEN FINAL GRADING, THEN PAVEMENT,THEN L0µAND SEED AL DISTURBED AREAS WITH HYDROSEED. 1.GRANITE EDGE,STONES PF1t YDPW 1,19.04.2 TYPE 93 N DEMOLISHED MANHOLE STRUCTURE 10. MAINTENANCE a-EROSION CONTROL: THE SITE CONTRACTOR WILL BE RESPONS13LE FOR MAINTAINING EACH CONTROL DESCRIBED IN THESE PLANS. WRING CONSTRUCTION,THE NOTE: CONTRACTOR TO INSTAL TEMPORARY SWT FENCE EROSION CONTROL(LUT OF WORK) 4 MIN.THICKNESS.'12'MN.WIDTH OF FACE Ch ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND AS SHOWN O3RVEAANND HREMOVAVE ON INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY 2'TF �SLOPED GRAN I �T ENTIRE LAID AT N AL SEWER SERVICE LATERALS SHALL B 6"MINIMUM DIAMTER PVC SDR-35 WITH A MINIMUM SLOPE OF 1.0%(SELF-CLEANING VELOCITY: 25 FEET PER SECOND)(UNLESS OTHERWISE NOTED. MAINTAINED ON-SITE BY THE SITE CONTRACTOR.SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN FOUR(4)INCHES DEEP,OR AS NEEDED.DAMAGED OR STORM DRANACE SYSTEM: INSTAL NEW CATCH BASINS,DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS THE DRAINAGE DETERIORATED EROSION CONTROL LENSES WILL B REPAIRED IMMEDIATELY AFTER IDNDED BY N.SEDIMENT THAT IS COLLECTED GI STRUCTURES OR BEHAPPROVE T BARBERS SHALLEA H PROPERLY MOTE CONTRACTOR TIME RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY SLOPED GRANITE EDGING PIPES TYPE SHALL B BASED ON THE DEPTH OF EARTH COVER. SEE DRAINAGE TRENCH DETAILS AND PLAIN. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN DISPOSED A OFF-97E SPOIL RILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY SAES THE CITY FN(TNF)Ei 91/J.L APPROVE THE STABILIZED FIRTH PRIOR TO AND IN GO AT ER LYE N ACCORDANCE WITH THE ORDER FE CE IS STRICTLY (LY PROW PERMIT) 171 ENGINEER FOR APPROVAL PRIOR TO ORDERING AN.Y STRUCTURES MANHOLES,TANKS PUMPS RIMS PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. THE REMOVAL ID EROSION CONTROLS AND N GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS SIRCTLY PR01#BITD. � NEW CATCH BASINS AND DRAINAGE MANHOLE STRICTURES SNAIL BE INSTALLED ON STABLE EARTH(AND/OR A SCUD FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH SILT FENCE DETAIL (SGE) CURBING BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL(WITHOUT THE PROPER FOUNDATION/PILE)SHALL BE LONG-TERM INSPECTION, OPERATION & MAINTENANCE Nat Ta Sc,l, Not To Seale U DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE N N THE SITE CONTRACTOR SHALL OBTAIN AL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES THE SITE CONTRACTOR SHAT CLEAN AND REPAIR(IF POST-CONSTRUCTION) REQUIREMENTS 'CT) REWIRED)EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES SUMPS OF EXISTING STRUCTURES STALL B CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION ID SITE WORM(. THE PROPOSED STORMWATER MANAGEMENT DESIGN RELFS HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION ID THE FOLLOWING POST-CONSTRUCTION OPERATION AND Z MAINTENANCE PLAN(IN ACCORDANCE WITH DEP STORMWATER MANAGEMENT STANDARD 09). THE FOLLOWING OPERATION&MAINTENANCE PUN IS TO B PERFORMED BY A LEGALLY OTHE SITE CONTRACTOR SHALL OVE EILAST A MIIMUM OF 36-INCHES BEYOND THE CRUSHED STONE FOR ALL LEACHING STRUCTURES,DETENTION BASINS AND WATER QUALITY GRASSED ESTABLISHED HOMEOWNER'S ASSOCIATION. _ SWALES(WTH CRUSHED STONE BOTTOMS). THE HOMEOWNER'S ASSOCIATION SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND AL STORMWATER CONTROLS: INCLUDING: -TEMM TION A HOMEOWNER'S ASSOCIATION SHALL MAINTAIN AL DRAINAGE STRUCTURES INCLUDING CATCH BASINS DRAIN MANHOLES LEACHING FINISHED GRANDE BASINS AND CULTEC UNDERGROUND STORAGE SYSTEMS BY INSPECTING THEM 4 TIMES PER YEAR AND REMOVING(CLEANING OUT WITH A VACUUM TRUCIO SILT/DEBRIS A MINIMUM OF TWO (A)QUARTERLY PAVEMENT SWEEPING(AT THE END OF EACH SEASON). Q TIMES PER YEAR(IN EARLY SPRING AND LATE FAL). (B)QUARTERLY TRASH REMOVAL FROM THE PREMISES, � MORTAR CM CD TB Fl FCCAL_ STREET.LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY.170 MEDFORD STRE .MALDEN.MA 22 _ 02148-7384,CONTACT: DAN CAMERON(781)388-5367. (C)SEAM-ANNUAL CLEANING OF CATCH BASINS,LEACHING BASINS AND DRAIN MANHOLES PROPERLY DISPOSING SILT,SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR MORTAREDBRICKS WITH A VACUUM TRUCK(TO OCCUR LATE FAL AND EARLY SPRING), TFL FPHnNE ccaurr- FINAL LOCATION,SIZE,DEPTH AND TYPE CF L MATERIAARE TO B SPECIFIED BY BELL ATLANTIC,489 MAIN STREET,SAUCUS,MA 0902,CONTACT: DINO IMBRGAMO ;e" 24• NO 1.C FRAME AND GRATE TO ) (617)381-6403. (D)MONTHLY MOWING OF THE GRASSED SWALES(WATER QUALITY SWAEIN)S),AND TDETENDON BASINS BLE BARON LF246 THREE FLANGE Cv FIRE ALAR u: FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO B SPECIFIED BY OTHERS. 5"MIN 2 CATCH BASIN H000 TO V B LE BARON L202 FOR C) - 12"AND 15'DIA PIPE ROAD PAVEMENT a SET FRAME IN FULL eED a- ANY EXISTING PAVEMENT SHALL BE REMOVED FROM 917E AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REWUTIONS = �*Y DIAL OF MORTAR.BRICKS r L (3-5 COURSES)MAY BE O THE PROPOSED PAVEMENT CROPS SECTION FOR THE!ROAD SHALL CONSIST OF 1.5-INCH(MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE ON TOP OF 25-LACHES(MINIMUM) USED FO"GRADE N BITUMINOUS CONCRETE(TYPE 1-A)BINDER COURSE DON TOP OF 12-INCHES OF ROAD GRAVEL BASE(DENSELY GRADED GRAVEL. MHD M1.03.0 TYPE C.NO STONES OVER 2-INCHES DIAMETER $ �-N sun 4.MORTAR ALL JOINTS COMPACTED IN TWO LIFTS MINIMUM TO 95X)ON TOP COF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS 'I �-� OPENINGS S.PROVIDE OPGS AN PUSNm GRADE HEAVY DUTY FRAME D COVER HAVING K ( ---- FOR PIPES WITH 2" CURBING do EDGING MINIMUM INSIDE CLEARANCE O"24' R< KNDIaD GRAN THE CURBING SHALL BE SLOPED GRANITE EDGING(SOLE)AS SPECIFIED ON THESE PUNS ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY(HIGHLAND AVENUE)SHALL BE VERTICAL �\\\\\ /�LE BARON LT 10.5 TO BE LETTERED"SEWER" p }, PPE OF PIPE OUTSIDE GRANITE CURBING(MGC)AND MATCH THE SIZE OF THIE EXISTING CURBING AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT.REQUIREMENTS. WHEN MATCHING THE NEW I- -- 6.PROVIDE MIN.0.12 50. CURBING TO THE EXISTING CURBING,THE JOINT SHALL BE FLUSH(AND ON UNE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS 24'DIAMETER J'_ t7 7. (VERTICAL)AND PLA IN.STEAL PER FOOT REWIRED. _I.. _�' PER AASHTO 4199.fE L 1 CASTING TO B SET ON AND COVERED 7.CONSTRUCTION MATERIAL SIDEWALKS AND HANDRAILS x `. WITH FULL BED OF MORTAR s"M,^. FOR STRUCTURE TO SEELw OF CONIC BLOCK THE PROPOSED PAVEMENT CROSS SECTION FOR THE SIDEWALK SHALL CONSIST OF 1.0-NCH(MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE ON TOP OF 1.5-INCHES {• IIE-8 t A- ADJUST GRADE WITH COURSES OF SEAT IN TYORTAR OR PRECAST (MINIMUM)BITUMINOUS C(1N(TEIE(TYPE 1-A)BINDER'.COURSE ON TOP OF 12-WOES OF ROAD GRAVEL BASE(DENSELY(TRADED(TRAVEL: MHO Y7.03.0 TIDE C.NO STONES OVER 2-INCHES SEWER MAW v -I ) BBC(AND MORTAR(3 COURSES YOU., CONC.WITH A 28 DAY Q DIAMETER COMPACTED IN TWO JFIS MINIMUM TO 95X')ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. PVC COl1PLWG - MIN.SI_OPE 1/4'PER FT. 5 COURSES MAX) COMPRESSIVE STRENGTH OF 4000 PSI. MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR GIP.SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. v •t u BITUMINOUS WATERPROOFING COMPOUND(TYP.) MIN. fl INSTALL 8-FOOT LONG V. TWO COATS.OF BITUPLASTIC NO.28 INS GRANITE OT LONOATG HANDICAP RAMPS SHAT BE INSTATED(AT HIGHLAND AVENUE)PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS. HANDICAP RAMPS SHALL BE A ✓ MANUFACTURED BY THE KIPPERS CO.AND � J AT EACH CATCH BASIN WITH Q 8'PVC SERVICE PIPE(SEWER LATERAL) :. \- APPLIED IN ACCORDANCE WITH THEIR I I- _ IL I I I_ TRANSITION PIECES TO SGE J MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 8%WITH HANDRAILS(OR 5X WITHOUT HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN INSTRUCTIONS CWSTRUCTING HANDICAP RAMPS IF RAMPS ARE NOT CONSTRICTED MEETING ADA REQUIREMENTS,THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE STE 6.45'PVC BEND(ROTATE AS REQUIRED) T -I I ISI I�I I�I I III- 'rY CONTRACTOR TO REPAIR OR REINSTALL =J' REINFORCINGH-20SUFFIgONT TO WITHSTAND -3/41 CRUSHED SIDE,81 IN.DEPTH. v RIP RAP PVC WYE BRANCH NTH 6'LEC a "I- s'uIN ): •_CUA¢E MDPW M1201.2 RIP RM SHAT B USED FOR SLOPES THAT EXL4ID 2:1(H:V). RIP RM SHALL B PER MHD M2.022(DUMPED RIP RM). STONES SHALL NOT WEIGH MORE THAN 400-LBS EACH. RIP _F STEPS PER GEOTECHNICAL ENGIEII2 SPE(%1GTIONS RM SHALL B PUKED ON A 6-INCH CRUSHED STONE BED(MHD M2.01.4)ON TOP OF MIRAFI FABRIC(14ON OR EQUIVALENT).ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL. PVC COUPLING ' SEE MUTES , MANHOLE TO CONFORM/ TO ASTM SPEC C-478 PLAN T` (4000 PSI MIN.COMPRESSIVE STRENGTH) NOTE: SEE NOTE ON SHEET 3 W 10 EOR AREA DRAWS(INSIDE DRIVEWAYS) Q STRUCTURAL FILL UNDER BUILDINGS AND/OR WALL FOUNDATIONS .MA" il .RD�ER GASEI JOINT(�) PRE-CAST DEEP-SUMP rn STRUCTURAL FILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS(NAMELY A REGISTERED STRUCTURAL AND/O2 GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBIUTY THS .� 5"MIN :F• BNGSNTO ASTM SPEC C-44 V FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. 1•GRADIENT FOR SERVICE CONNECTION Q TO BE TOP OF MAIN AT BEND. ¢ -:, 5-MIN ,_ CATCH BASIN DETAIL THE CONTRACTOR SHALL INSTAL(PER ARCHITECYS SPECIFICATIONS)AN EXCELLENT UNDERDRAIN SYSTEM(AND FOUNDATION DRAIN SYSTEM)SO THAT THE GARAGE FLOOR/BASEMENT IS NOT 2 SERVICE CONNECTION TRENCH SHALL LLjyy f . DAMP AT ANY TIME COMPLY IN ALL WAYS TO THE GENERAL a m Not to Scale 9PEgFICATIONS AND TYPICAL TRENCH ,I' -RIBI#R BOOT CONFORMING TO ASTM w STRUCTURAL FILL (SUB-BASE) UNDER PAVEMENT SECTIONS FOR SEWER MAINS. jE ;'} TABLE 2x _'I` SPEC.C-443 PROVIDING WATERTIGHT SEA u- A SUITABLE SUB-BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12-INCH GRAVEL ROAD BASE. THIS SUB-BASE MATERIAL SIAL BE MMD M2.01.7(DENSE GRADED CRUSHED STONE FOR I .�-� r SHAPED CONCRETE INVERT SIB-BASE)AND COMPACTED IN 8-INCE LIFTS TO 95M PRIOR TO INSTALLATION OF THIS STRUCTURAL FILL UNDER THE ROAD,ALL UNSUITABLE MATERIAL SHALL BE REMOVED,AND A 6'45'PVC BEND . GE TEXTILE FABRIC SHALL B PLACED UPON NRgN/COMPACIID/SUITABLE(ROUND.FINAL SPECIFICATIONS BY OTHERS(NAMELY A REGISTERED GEOTECHNICAL ENGINEER).PLDE ASSUMES NO -6"PVC COUPLING RESPONSIBILITY FOR MATERIALS OR CONSTRICTION UNDERNEATH THE ROIL). 0 pyo SERVICE PPE I(SMOR L.AITIERAL): U) STRUCTURAL FILL FOR SIDES OF STORMWATER DETENTION BASINS BRANCHr7,I Q ° --� - STRUCTURAL FILL FOR THE SIDES OF THE STORMWATER DETENTION BASINS SHALL BE SPECIFIED BY OTHERS(NAMELY A REGISTERED GEOTECHNICAL ENGINEER).PLDE ASSUMES NO MOH d• " IRESPONSIBILITY FOR MATERIALS OR CONSTRUCTION OE THE DETENTION BASINS LEG RCRUSHED SNIDE BEXDNGII=-1I I-III-III I I-III-IIIU) eSEE SEWER TRENCH DETAy; CRUSHED STONJ(, CRUSHED STONE USED FOR BOOING UNDER STRUCTURES SHALL B MHD Y2O.2X72 8MINDEPTH.3/4"CRUSHED STONETEAM.LU MAIN o S e _ UNDISTURBED MATFAK� SUBBASE LL YHO M201.2 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY STONE FOR PIPE ENDS - (NOTE: LEDGE IS LIKELY) PER GEOTECHNICALENGINEER SPECIFICATIONS STONE FOR PIPE ENDS SHALL BE S-FEET x 5-FEET LOCATED AT THE OUTFALL FOR EACH HEADWALL STONE FOR PIPE ENDS SHALL B MHD M2.02SHALL BCHIMNEY3. STONE FOR PIPE ENDS L > _ CHIMNEY INVERT OWNER/DEVELOPER: O PLACED ON A 6-INCH CRUSHED STONE BED(MHD M2_01.4)ON TOP OF MIRAFI FABRIC(14ON OR EQUIVALENT),ON TOP OF SHAPED/GRADED/COMPACTED GROUND. _ 0MSHOWN ON PLAN) PAUL F'ERRAGAMO �Ny"A GX M4,K� .• _ NOTES; 419 HIGHLAND AVENUE,SALEM. MA U1970 ot3 SCOT S.NV(FOR SEWER LATERAL) (978)977-9801 0- RETAINING WALLS (EEV.SH014 ON PLAN) I-USE 48'INSIDE DIAMETER MANHOLE FOR PIPES 24"OR LESS, PATRDA ALL RETAINING WALLS(MOSTLY CONSTRUCTED OF IN-SIN BLASTED LEDGE)SHALL BE DESIGNED/SPECIFIED BY OTHERS(NAM Y A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL USE 60"INSIDE DIAMETER MANHOLE FOR PIPES GREATER THAN 24' CML AND U 0 ENGINEER)TO MEET ALL LOCAL ASTATE BUILDING CODES. THIS PN SHOWS APPROXIMATE LOCATIONS OF WAILS ONLY. PLDE DOES NOT CERTIFY WALLS OR FOUNDATIONS THEREFORE PROFILE 2-STEPs; STEEL REINFORCED COPOLYMER ATTORNEY: j FR SY56� h Z ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS(MATERIALS,CONSTRUCTION.FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL PROFILES,DESIGN SPECIFICATIONS AND POLYPROPYLENE PER ASTM,LE BARON NO. GEORGE ATKINS BUILDING SEWER LATERAL TAB OR EWA NONAN, RECAST EEE,HARRSALEM Q CROSS-SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR 59 FEDERAL STREET,NGTON MA 01970 J PRIOR TO CONSTRUCTION. 3.TAKE AT 2/3 PIPE DIAME717t. (978)744-0950 X107 NO. DATE DESL•RIP710N THE TOP OF EACH RETAILING QUAL ESHALLFEN IN AT LEAST 6"HIGHER THAN THEE INSTALLED FINISHED GRADE ON ETHER 90E OF THE WALL(AND ALL)FOR WILL ACT AS A CURB FOR CONNECTION DETAIL PRE-CAST SEWER MANHOLE DETAIL HARRY GUNDARCHITECT: (B STORMWATER CONTROL). PROTECTIVE FENCING(E'ER BUILDING CODES)STALL BE INSTALLED(ON UP-GRADIENT SDE OF WALL OR ON TOP OF WAX)FOR ALL WALLS HIGHER THAN 4-FEET HARRY GUNDE25EN Q UNLESS SPECIFICALLY WAIVED BY THE CITY BUILDING INSPECTOR. .. ;. Nal To Scale GUNDER.SEN ASSOCIATES (9 CENTRAL STIRELT,SALEM,MA 0197I D E F I N I T I V E WATER QUALITY GRASSED SWAMIES & INFILTRATION BASINS FOR STORMWATER MANAGEMENT (s7a)744-1000 SHALL CONTRACTOR SHNGRADE THESE AREAS(SHOWN ON THESEPLANS)TO TEMPORARILY CONTAIN RUNWATER(SHAPED AS A SHALLOW BOWL AND/OR SWALE). THE INFILTRATION (DETENTION)BASIN BOTTOMS SHAT HAVE 4-INCHES OF LOAM ON TOP OF 2-INCHES DEEP PEASTONE WD ON TOP OF A 12-INCH DEEP 80 OF CRUSHED STONE(2-INCH DIAMETER CLEAN SITE ENGINEER: CRUSHED STONE,NOTHING)- PAR,NOT F SHRUBS NO ORGANICS). THE BOTTOM AREA(SHORN STIPPLED ON THESE PUNS)SHAM BE HY9R05®ED(WITH T E STIPPLED O2 TREES PLAITED SCOTT PATRORICZ, P.E. U B D I V I S I O N WITHIN THE STIPPLED AREA). PLANING OF SHRUBSµID TREES CAN OCCUR(IF SEQUINED)AROUND THE EDGES W THESE INFILTRATION BASINS(OUTSIDE OF THE STPPIED AREAS). PATB OWN LAND DEVEIDPYENT ENGINEERING L4 BROIIN STREET, SALEM, IL.A 1I970 O (978)838-6400 GAR. CAMFIESM SYRH,R.L.S.S"R�E"°R: SITE PLAN NOTES & DETAILS NORTH SNORE SURVEY CORPORATION 14 HBO"STREET.S&LKM,MA 01970 for (97B'TRAC ENGINEER:ENGINEER: 11 RESIDENTIAL LOTS GHAY&,P.E. o YANANA SSE A ASSOCIATES.INC. for ID site at 10 REI ENGLAND BUSINESS CENTER DR SUITE 31 (L ANDOV'ER4 MA 01810-1066 #405-427 Highland Ave. (978)474-8800 0 U Salem, Massachusetts (q APPROVAL UNDER SUBDIVISION Date: April 20. 20n in CONTROL LAW REQUIRED: n PLDE#99-34 Scale: NTS Sheet 7 of 8 SALEM PLANNING BOARD Land Owner: Paul Ferragamo 419 Highland Avenue, Salem, NA 01970 (n _9 PATROWICZ (p LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem, MA 01970 C 978 836-6400 ll NORTH SHORE SURVEY CORPORATION E 14 Brown Street, Salem, MA 01970 DATE: (978) 744-4800 U O 9- b 1------___- - BARNES CIRCLE #22 \� ' #7BARNES CIRCLE \ \ \ \ I \ ILIO/lA HO UUNG/IAM, JH_ CLAM YAP 3, LOT 88 �� C4OlYA STRE" ' #12 ;v sr I I I LC 69151/348 JORGEMAP . L 79 YAP 3, !LTT 79 / BARNES CIRCLE I \ et v n I I F� BOUH 1E NOYlNEA « S y' U W U r REAQTY TRUST #14 I I I \ RausE I YAP 6 LOT 93 I ousE '° a.. ( �T rnT m m V�sbi LC. 662!4/318 BARNES CIRCLE I #1s„ I I #20 / 1401 PIPE J /' V / ' ' '/ , MSS ,>, \ /-♦�/ MAP UELT 2 yt ,\ I I YAP 3. LOT BARNES CIRCLE #18 "E 4 LC 33202BARNES CIRCLE am 4 / \ /144 t i r I DAMATO REALTY TRUST I BARNES CIRCLE I MAP 3 WAYLOT 8 `\ I PMAPIL, DAYATO YAP 3, LOT BSI r YAP 3, LOT 91 , JOSEPH, LOT TAU, JR , #5 1\ , YAP 3, LOT 90 LC. 13355/238 •""m L.C. 327141333 ` •,aa M i II LC. 69605/325 I - \ CLARK STREET "g #6' ROUSE --T--- - - - HENRY/2717 KOWSKI �p��r/� YAP 3, LOT 711 CLARKSTREE -— ,ROTI Ron �- = P 5 /6.5 / / ,OAdER7'LOT RIDGE SET, p�o.- - ,m.m Ar Y. 16• N , , , ss 5 L / P 3, 24 2 AwAr aE + m -50..020 lI I ' » Lc. 102611 177 .�BEE wAu � •, W7`P�1TuwANNac .,,.. 4. N _ , I ,,, �eaAnER RHAPHE -APO - ,2-uAP� .', .»•„ s» » .»m `Rrn P ,>a f n -;a'v,nc •w�,so-, .,ss.,. ,ss,,. ,..,.. 41�- rwusE ��•`�� _ .CI�Ali1C STIiSB!' S`4Q-18 \ 6 1`37 JEFFREY OT 77 NN ,\ I wm ,rRrr 2 . ,z LC. o „♦ BOIYBER «-m «w.m r'n-(IERwRr Wl➢ER..,z.:: r5Ji5. 9 ,tel _ - 7a.u- W P63953/298 ,ROTI Roo• m`', 0 51 YA 3. a r 3 24-,REE .'-. ,nom s . . .as 9+x'8� .,.,m �►_ / o P a . zB1APEE zRlaiYsr .wss .,«�. •,••• ,so •»»> - � ..ma «'.:,», .:._. 9 b« .,ua ..,,., .,.,. .w„ .,..,. .,«a �A�s1C .,.> •,m�, .,"'� � � �'""' .» .,.,, ...,n .,.,> .,.»o e _ .Jur •-_' .,.», 6En ._p , � �-` ' ,-- Aa,a Q2,.REE \��I I am iEocE «4� � ,.�cRERar .:.,r ,nErn �.,' u,. v(i" ER .,.,.> „.,.. .,-.. _, �„ _ m, wu- o -- « RrE ®w° r TLIMa9 ., ss OAR n ERR .m HIGHL"#435 �BNUE C'7 I RENT. .w« ,YTREEm .,. .,..,. .,ssn .,,... R 9 ,sso- «» a CRE .n.m •w,. .:..,. ® m .Jam LP ..a:, Ilnp- .:«u cs a a 1 ; YAP 3. LOT 26 #401 s RETwAri--« .:«,. .,.,. r„ n �z 127 1 \ '1 LC 68995/326 o I HIGLAND AVENUE NSAMUEL CRUZ I ...>,,, .,-« 's ,> .wn •� .,.am I YAP 3, LOT 72 w,« - .»� • s rain ()� ,,,,,. z-oERRr N LC 54577/251 #403 N g a� 047 «y 65 �ERRr oa w oHIGLANl�,AVENUE AlNT 17:6 (.HR/STOPIIFR LANE' � , eolylp)E CEDAR _ 'iy\ Vr 10 YAP 3. LOT 73»,m ' v R• «..> .,<„ .:.,. .,.,, .:.w, .«>, .,ssm ,s mERRrR sgr .,mr ..,m 664,.:5 za oAR '� :,..- Mµy.g Wl.,.., i.)so'aERRr , MO ,R wa .m .,s>. -aura .CHERRY »om my mn ,SS \ wa isEn`m m .ousE I _ -., � .... n sm PAm,Nc ARu NSPA ,.-acRRr I w>. (� Ur ,a Rg15E n .,.. .,aa i-, =4s_ (2)soAK :u.. 1 a ,ss. Arta zzse - «a« mn - - —Al } w20LAIYE NEA i i N I1� c)sd'YN.c � � ."" \ `,`.\.• .,, �-�� _ _ am I - rs.."'=• �}`. ' rsP - ..a., / J' 1? --- _ IsW°Arr_ .- __ _i- ,.« -ouc _ ue '""" •,.. •"'r' mow-4 �' 1 --- I PARK r `•_ '6� ,ECO --.. -- .aa CD - MNE.Ar .. m - -.w BOSTON NUE — a� n t ♦` ` N -'ate -TEM'" � -- - -. -- a - - .,-„ ,REE -. .:«„ - .....♦ _ .,,.,. HIGHLAND TBNL'1 "4 as .a>, ss .:,.... -.w J .nim •' ` `""�- --- «a, I,.c-_•—•—,— / ��_� O YAP 3.8 LOT 125 7z H>��,.... ..-«« ,«v "'- ` .,«ss fI/ .,x., LC 58851/272 REALTY, z C. .n- _ .,,m-� ,...« ,.«n JP ia>s __-_ ,. ay ,ary�. «.»o .r .,Ys : \ - -wa4 _ (s)zo'cAt (s)-CAR 71.12' w. - _ —.---�•.�- ,x- a '� ,RAETC9RRAE.,xm -.,- r:; .a 9 1 �9,.�,� 31 alW"mss --1 ®7ae� w. --- - _ `RAE�M,2 ...> .,a. ,,.,,,3 s - �• _ _- _-__ _ _' :,.. - ,ISN ___ .,-» , _ _ s ,o-,REE IW.wY_r:sA. 113u,..'E EeIE � �� �:d�'a�"' ..m. Jaz unEa , .,,,« ,z> -a �. um 1M�'m.NE.�rAW,]S _— - CENTER .. `�_�—__— .,m ..am y- - •�_ _ - _- .v.. - _—� .-- i v ,..>. ---�mC,lra _- .wi ,aa: .. .. coxaaE'.saEwA« ._..._ �_�� - `i..Liu .'. _ m , b ,ass -w 11A ,n CHrrTnl �. '- .� -- �_ IME QF _ TwM Qu� . m Tlr7r,C)==_ __` w=L:C.•a ,au »�' 4� - � � �ITBr,rr•�- ,an u.m IMY:w-x23/8 g --} INr 12T Z .. ,m. l Y-44CPU. ,xa, '~"•`aa —_-�-i___ ,am Ja« ,aN , ,am ,,,., w9E LME rrx rrx-----Twp W.a Brr-uz y _ -._` ♦ sr�EA�rY AFI- a w a \ .,ate _ @ __-.-rWOd- 4�I- rsq rxv:m-r - _ _ ---- ---- wwTE -32KRB9s1 _——— _ _ ,aa HIGHL ( --NORTHBOUND -- - - ---- -- w. Ar x. A� --- urc g ♦♦ r.'e-•Iccml t Rao w>EagcTwn - U - Na' �/-��-�}'}(-- ( Pun= �� Js-q� Ixr' rre.aWlceee N ' VC V . '{7'� a arw.z9 1,L 1vU ♦♦ ---- - - -�--- ------------ Few - �- C ' 1Brx Rees ..,. , ♦ , `. - _ _— __-- __—_____— xr-wr G WIPE lr1E t ao'rszu u ♦ , - --- -- - - _-_ _tNTi4AME-OEJFIeMI Ixrwrm qrl a/3s- - va (� ,,aR - ♦ CB eeB _- Mlb ,:a— Nm YWFAATI �/ _—-— ,a,a , ♦.♦ a PoY.wl 9Y - _,as--- - - _- -- ,u m - PoW RBee ------J,� YIPax-xe.JY Q � ._ ♦ ,am f IMPW�I%91 _ - - ___ ____ N \\ Imv YI BBS ____.-__-_ - 1A- I.� #392 E HIGHLAND AVENUE i w �'��• � HIGHLAND AVENUE SOUTHBOUND 392:HIGHLAND AVENUE REALTY, LLC CB Rear -,a+ •� � r —450 YAP 3, LOT 5 Po/arsr sz I \ j #40�+ HIGHLAND AVENUE xm Ht A iJ]E A ROUTE 107 SALEM ASSOC LP I ' ♦ IIrP'a-r26% _-__ - __ a- . - * - _ _ CAMP LION OF LYNN ASS LAG YAP 3, LOT 4 _ HIGHLAND VEM/E /xr.Rr-rffiTl .,nu #396 _ _ P Y *,mm YAP 3, LOT 1 C) - HIGHLAND AVENUE Y ----- -- - --- - - TEAM: O I *a OLOA' VILLACE MALL RAALTY TRUST #A/oo PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY YAP 3, LOT 133 fI I 0UULFR/DEVELOPER: O �- ENTRANCE TO HIGHLAND AVENUE 419 HIGHLAND AVENUE, SALEM. NA 01970 OLDS VILLAGE MALL REALTY TRUST (978)9T/-9801 0? SCOTT IAN o I AND EGRESS FROM MAP 3, LOT 5 t M BOAK2 T Q q HIGHLAND PLAZA ATTORNEY: 9Fa Pte° J RONAN,SEGAL,HARRINGTON EXPOSE/ NAP 3, IAT 6 4'. I 59 FEDERAL STREET,SALEM, MA 01970 (� SLOPING LEDGE FACE AND/OR STEEPLY ,�- .. ' NOTES (978)744-0350 X107 SOP/NG VQ2Y SHALLOW SOL COVER ley - \_ ARCHITECT: NO.. DATE DESCRIPnad \ HURRY GUNOERSEN 1.LOCUS IS SI10NN ON SALEM ASSESSOR'S MAP 3,LOTS 74,75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING GUNDERSEN ASSOCIATES ��•1 DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT.LOCUS IS 2.513 ACRES. 7. ANY AND ALL CONSTRUCTION METHODS,MATERIALS,INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL 20 CENTRAL STREET,SALEM,1U 01970 C �/ PERMITS,LOCAL AND STATE BUILDING CODES,CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL,CITY OF SALEM (978)704 1000 DEFINITIVE 2.EXISTING CONDITIONS,TOPOGRAPHY AND PROPERTY UNE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE DPWANCINEERING DEPT.SPECIFICATIONS AND CONDITIONS,MASS HIGHWAY DEPT.SPECIFICATIONS, AND GOOD SITE ENGINEER: C SURVEY CORP.,FEBRUARY,2000. SUBDIVISION C ,� ENGINEERING/CDNSTRl1CTON PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. SCOTT PATROWICZ,P.E. 0 l 3.PROPERTY LINE REFERENCES 14 BROWN TRE DEVELOPMENT ENGINEERING U 8, IF EXISTING UTILITY SERVICES ARE 7D BE USED,CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER- PRIOR 14 BROWN STREET.SALEM,MA 01970 0 A.LAND COURT PLAN 71596,DATED 11/5/47,FILED WITH CFRTICATE 17949. TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL INSPECTED BY TV. IF THE (978)838-6400 0 B.LAND COURT PLAN 7159D,DATED 12/30/46,FILED WITH CERTIFICATE 17228. SEWER LATERAL IS IN DISREPAIR(NOT CLEAN,CLOGGED WITH DEBRIS AND/OR ROOTS,BROKEN OR CRACKED),IT SHALL BE FIXED 5� a LAND COURT PLAN 7159F,DATED 2/10/47,FILED WITH CERTIFICATE 17333. AS PART OF THE UTILITIES PERMIT. FIELD SURVEYOR: EXISTING CONDITIONS �qV D.LAND COURT PLAN 7159V,DATED 10/18/94,FILED WITH CERTIFICATE 65507. GAIL SMITH,R.L.S. E.LAND COURT CERTIFICATE 66593,DOCUMENT 317427. NORTH SHORE SURVEY CORPORATION N 9- THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH(PER WHO SPECIFICATIONS AND COMPACTED TO INSURE NO 14 BROWN STREET,SALEM,MA 01970 for F.LAND COURT CERTIFICATE 64096,DOCUMENT 284466. U SETTLEMENT)AS REQUIRED. (978)744-4800 G.LAND COURT PLAN 7/598,DATED 5/22/38,FILED WITH CERTIFICATE 11169. 11 RESIDENTIAL LOTS 10. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE TRAFFIC ENGINEER' 2 O 4.BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM(MLW=0.0). GILES HAMM,P.E. PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTIUTES SHALL BE ISSUED TO VAINASSE k ASSOCIATES. INC. for 0 Site at a IBM/1: PKNAIL IN SIDEWALK,ELEVATION=131.68' THE STE CONTRACTOR(CITY LICENSED DRAIN LAYER). OTHER UTILITY UNES NOT PROPOSED AS SHOWN ON THIS PLAN,REQUIRE 10 NEW ENGLAND BUSINESS CENTER UR IBM n PKNAIL IN SDEWAMEDIAN C,ELEVATION I 130.69' THEIR OWN SEPARATE APPROVALS. SUITE 314 #405-427 Highland Ave. HIM/3: PKNAIL IN MEDIAN STRIP,ELEVATION=124.20' ANDOVER. MA 0I8I0-1066 TBMµ: PKNAIL IN CEDAR STREET PAVEMENT,ELEVATION=1122-GS 11. THE SITE UTUTIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT.FOR 1978)474-8800 (� IBM/5: PKNAIL IN CEDAR STREET,ELEVATION=724.00' INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT.FOR REQUIRED APPROVALS Salem Massachusetts IBM/6: PKNAIL IN DRIVEWAY PAVEMENT,ELEVATION-14&61' AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS F02 THE USE OF EACH PROPOSED UTILITY ON-UNE. APPROVAL UNDER SUBDIVISION TBM DRILL HOLE SET E LEDGE.ELEVATION=161.08' CONTROL LAW REQUIRED: N ,-' n' Dote: April 20, 2011 '- TBY/B: TACK IN STAKE,ELEVATION=170-09' 12. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND STALL BE BASED W! THE EXISTING '` PLDE(/99-34 Scale: 1» = 20' Sheet 8 of 8 ? IBM/9: DRILL HOLE SET IN LEDGE,ELEVATION=168.04' CONDITIONS(FLOW x PRESSURE h SITE OF WATER MAIN)AND THE PROPOSED DEMANDS FIRE LINE IS SIZED BY JOHN BECKETT. SALEM PLANNING BOARD NOTE: THIS PLAN HAS BEEN REDUCED FROM IBM no- SPIKE IN TREE,ELEVATION=154.41' Land Owner. Paul Ferragamo N 13. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY.THE CONTRACTOR AND/OR MEP ENGINEER SHAH CONTACT THE BUILDING g U) THE ORIGINAL. THE ACTUAL SCALE OF THIS ENTRANCE TO 5. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS INSPECTOR AND/OR CITY OF SALEM FIRE SAFETY DIVISION 70 INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED 419 I3ighlana Ave—, Salem, MA 01970 _ PLAN IS 1=' = 40' USE OF THE BUILDING. THE EXISTING AND PROPOSED BUILDING AND ADLXTONS ARE INTENDED TO BE FULLY SPRINKLED IN PATROIPICZ AND EGRESS FROM TI85 PLAN DOES NOT SHOW ALL U7IJTY LINES(AND/OR UNDERGROUND CONDIHTS)SINCE HELD SURVEY WAS COMPLIANCE WITH CITY AND STATE BUILDWG CODES `6HIGHLAND PLAZA PERFORMED ON NSIBLE ABOVE-GROUND STRUCTURES ONLY, THE LOCATIONS OF EXISTING UNDERGROUND UTILITY y GRAPHIC SCALE LINES SHED ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE 14. AS PART OF CONSTRUCTION,THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES LAND DEVELOPI[EIdT ENGINEERING a o TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER 70 COMPLY WITH LOCAL/STATE BUILDING CODES MHD SPECIFICATIONS AND 14 Brown Street, Salem, MA 01970 PRIOR TO ANY SITE WORK,THE SITE CONTRACTOR SHALL NOTIFY DI (978) 836-6400 DIG--SAFE AND VERIFY LOCATIONS OF ALL UTILITY ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY(AND LIABILITY)OF THE E UNES WITHIN THE PROJECT AREA PILE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PI-DE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERHICATIONS ON NORTH SHORE SURVEY CORPORATION UNES BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANCES MADE WITHOUT PLDE 14 Brown Street, Salem, MA 01970 7 (DI IrS6T) (,) I inch a 20 TL APPROVAL DATE (978) 744-4800 0 U DEFINITIVE SUBDIVISION PLAN TABLE OF CONTENTS 1 . LOCUS PLAN FOR A SITE AT 2. LAYOUT GEOMETRY 3a. GRADING & DRAINAGE (L.I.D.) #405 427 Highiand Avenue northside( ) 3b. GRADING & DRAINAGE (L.I.D.) SALEM (southside) ' 4. WATER & SEWER CD APRIL 20, 201 1 Revised Thru : JULY 20 2011 5. LANDSCAPING ' 6. ROAD PROFILE & CROSS-SECTION M -LIJ SITE PLAN NOTES & DETAILS Q 8. SITE DETAILS CJS g 9. EXISTING CONDITIONS < r ° 10. WATERSHED ANALYSIS: PRE-DEVELOPMENT U do - a N 11a. WATERSHED ANALYSIS: 0 POST-DEVELOPMENT (northside) U) O v cZ Rd m � � O � 9 3 2Z 11 b. WATERSHED ANALYSIS: POST-DEVELOPMENT southside 06 V s O NOTES I.LOCUS IS SHOW ON SALEM ASSESSOR'S YM 3,LOTS 74,75 AND 76. LOCUS D(ISTS NTMW THE R-1 ZONING DISTRICT AND AN ENTRANCE CORRIDOR Q �P ��P OVERLAY DISTRICT.LOCUS IS 2513 ACRES r ~� 2 ,TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY 011STING CONDITIONSTOPOGNORTH SHORE suuRlEr CORP..FEBRUARY,2aoo. 3.PROPERTY ONE REFERENCES &LAND COURT PLAN 7159G.DATED /47,FILED NTH CERTICA--E 17949. 4T B.LAND COURT PLAN 7159D.DATED 1230/46,FILED WITH CERTIPo:ATE 1722& C.LAND COURT PLAN 7159F,DATED 2/10/47,FILED NTH CERTIFICATE 17333. ^ D.LAND COURT PLAN 7159V,DATED 10/18/94,FILED WITH CERTIFICATE 65507. :�v/ S E LANDCOURT CERTIFICATE 66593,DOCUMENT 317427. F.LAND COURT CERTIFICATE 64096,DOCUMENT 294466. Q s_ O a LAND COURT PLAN 71598,DATED 5/22/36,FRED WITH CERTFTCVTE 11169. F 8 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE NTH CITY OF SALEM'S ZONING BY-LAMS(OYEN90NAL VARIANCES ARSE REOLIIRED). > SITE s O 6 G 7 p /\ 'c APPRO)aMATE GRAIPHIC SCALE O <� QIN FM I INCH=APPYOIDIAIIELY 100 1!111317Ur ate• NOTE: THIS LOCUS PLAN WAS SCANNED �\/ FROM THE CITY ENGINEERING O. DEPARTMENT'S GIS DATA BASE. THIS O NOTE: THIS PLAN HAS BEEN REDUCED FROM O A LOCUS PIAN IS NOT TO SCALE AND SHALL a ( x ZO O } ❑ NOT BE USED TO DETERMINE ACTUAL THE ORIGINAL. THE ACTUAL SCALE OF THIS PROPERTY LINES, STREET LAYOUT AND/OR PLAN IS 1" = 200' Q a Q 0 ACTUAL BUILDING LOCATIONS. THIS LOCUS PLAN IS INTENDED FOR GRAPHIC 8 PURPOSES ONLY TO SHOW THE PROJECT S NOTE: THIS PLAN ONLY SERVES; AS A GENERAL GUIDE�09 , �`J s ^ �= O SITE IN RELATIONSHIP TO THE GENERAL THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL me $ OO NEIGHBORHOOD. ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. C) O ° / J _ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY W ' o$p��S V d TEAM. �N Y O CCA _ OWNER DEVELOPER: S O ST PAUL GHLAN AMO 419 HIGHLAND AVENUE.SALEM, ILA 01970 N / Q a � Rw111owlcz 3 7/20/11 REVISED PER CITY ENGINEER 4 PEEK REVEMFR'S COMMENTS s � Y (926)977-9801 � E�33W%� " z 7/19/11 REVISED PER ONS PEER REl4EMER'S a01YMETi7S R a7 1 6/21/11 REVISED PER MHD COMMENTS: SHOVING MODIFIED CURB CUT Z R �� �� r o O CCq a d ATTORNEY: AND STORMINATER MANAGEHENr TO EMPHASIZE DETENTION/ Q A ( ± ( / / e n a O ; Rk S R ` f `� X RONAN,SEGAL.HARRINGTON STORAGE AND TO DE-EMPHASIZE E76'M1.TRARON lU / � r f fT a U� s 59 FEDERAL STREET, SALEM, MA(11970 NO. DATE DESCRIPTION � �, - b a \ J � � „ y � 'L�I" I (9791 744-oa5o x1(17 w ^ - ARCHITECT. HARRY GUNDUNDERSEN ASSC 20 CENTRAL STREET,,SALEM,IIA 01970 R i 97817,4-1°W DEFINITIVE A L a m SITE ENGINEER: O 0 0 SCOTT PATROMICZ, P.E. PATROMICZ LAD DEVELOPMENT ENGINEERING SUBDIVISION O O C O - 8 O C/\^,`/ 14 BROWN STREET. SALEM, N 01970 `•Y (978)838-8400 p FIELD SURVEYOR: I I C P Y GAIL SMITH, R.L.S. NLOCUS S 1 LAN ORTH 2 SHORE SURVEY CORPORATION O y 14 BROWN STREET.SALEM, MA 01970 for E z 976'744-480011 RESIDENTIAL LOTS 3 ^ TRAFFIC ENGINEER: GILES O 8 9 VAN ASSE kM ASSOCIATES. INC. for a site of 1SU 0 NEIL ENGLAND BUSINESS CENTER DR. 405—427 Highland Ave. vvv// ANDO 31, v 2 0 6 ANDOVER, 0I810-1088 (g Q' (978)V474-8800 00 o ""a $ APPROVAL UNDER SUBDIVISION Salem, Massachusetts O fl O CONTROL LAW REQUIRED: Date: Apra zo, 2011 SALEM PLANNING BOARD PLDE/99-34 Scale: 1" = 100' Sheet 1 of 11 Q ^ Land Owner: Paul Ferragamo Cn 419 Highland Avenue, Salem, MA 01970 PATROWICZ LAND DEVELOPMENT ENGINEERING - ^ 14 Brown Street, Salem, MA 01970 'I�fl (978) 836-6400 a NORTH SHORE SURVEY CORPORATION 7 14 Brown Street, Salem, MA 01910 DATE (978) 744-4800 U BARNES CIRCLE \ \ \ j j ------_ #22 \ BARNES CIRCLE _ 7 \ RICHARD BINGHAM, JR. CLARK �1y��ppry�� 1 / I I I I YAP 3. LOT 88 yLAR STREET GEES! \ \ �2 1 L.0 69/51/348 JORGE DELVALIE # I L Dh�AA7�E II15.01035P YAP 3, LOT 79BARNES CIRCLB - \ ��i40v 11,378*0BOURQUE NOY/NEE #1I 1 \ S1,Q 1- BLUWUP /_REALTY TRUST 1 .TYAP 3, !OT 93 •LC. 66214/378 BARNES I.IlWI..O ' 1 4 #20 \ crNN LCP3. LOT 9z332021144 IRCLE # BARNES CIRCLE6,250±SF Y TRUST' BARNES !iIRCL SILVIA IAYNE ATO YAP 3. JOT 8991 i JOSEPH. LOT 90 Jft YAP 3, LOT 90 LC. 13355/238336,250±SF 1 LC 69605/325 \ + CLARK T A R K STREET (/�1 HENRY RUTKOWSKI I ` - ,\ #6 I 6.250*SF I I \ YAP 7 LOT 78 a , CLARK DY OTDpL+7l\ LC. 575/4/265 / 1V\.. I.A/fiiMA a7j fi6Gl MAPROB3T RIDGE - Ir•<r, � + ' 15,010tSF / b•OOOtSP / YAP 3, LOT 724 - _ 540'16 20 I \ /- LC. 1026IA77 \ I 50.00' O I �1 #3 � 1 1 114 PI� \ _-- _ o � CLARK srRBBr _- S ON''�"F JEFFREY BACHMANN �,�tt / L I S40' � /'+ * / tT �` YAP 3, LOT 77 t�1 l - I o LOT #2 esa- 295 es°�w 516 0 0 o w LC 63953/298 (�� \�` L0 l w �eaeez� - 1 � LOT is o`o� a000:sr #435 y \ IAT AREA=6,910*SF 1 1 \1 FRONTAGE=95.19' �,H.e� �. �( / °� 1 �,� __-__ _ I LOT #3 0;,,,. i, wT ,►mxa=67.4x e °� �1 ``� (( _ \ FRONTAGE=66.87' g161 % HIGHLAND AVENUE N:V ♦ __ 7- LOT ARBA=6.216±SF _ 1 NAT' WEDTH=76.62 LOT #4 gt7.rt PARCEL A \j _ YAP 3, /OT 727 I 'a��m FRONTAGE=74.91' LAT ARRA=6,736±SF (NOT A BRUITING LOT) ` LC 68995/326 LOT WIDTH=90.18 LOT 5 ` ` snow STORAGE, DRAINAGE EASEIINNT ', AREA = 6.087tsF O I ♦ \ j � + a FRONTAGE=90.04' sI 1r IAT AREA=7,043tSF , 7-0,� 0LOT WDM=100.09' 2 : ALL DRAINAGE STRUCfUR¢S: IEACHIN1NASR4S. CV 1 O. `, - __ '�In FRONTAGE=109.48' a; o \ t CULTEC SYSTEMS, CATCH BASAREA DRAINS(ON I� �O n �(�\ �?J!d. 2 �.+o \ '�LOTS ADJACENT TO DRIP Zr), DRIYEIfAY CULTBCS, o W W I ' A 1 I+d O ^ I \ ���" `\ PORCH I I \ \ \�.-7" ,I\ `\�, ROADWAY SOALES, DRAIN Y1}I7HOIPS AN6 DRAIN m- 0.a 1 #-F 01 I °OO `O I '=.P� �. \ N\ I 'o o, , %o 7( LINES. DETENTION BASINS,,ETC SHAMS BE PROPERLY ,\ '� PORCg o!u \ \ �"VYAINTAUNED BY HOYEoltI�R'S IATION. - 1. 13 HICLAND AVENUE j 403 rn \ sFTdF , t, �" Irle.96 SAMUEL CRUZ 4.♦ 8 L` \ N I IJ Q 7 810.00' \ U 1 YAP 3, LOT 72 # f td SIC. \ Dl3YiDAY' i ra 4C$ I i 5 L = 8 44' 11QIYE�Y O YO LC. sIs77/257 LOT 1 ,'.� ,. 1, - -- I y W \ \ \ \ FAYO�� '� _ N , W HICLAND AVE NUE I 10.0 I , ' - R= 220.50 S34 55 20"W 10.000t8F b/ CHRISTOPHER LANE LOT AREA=9,393±SF \c'F�d _ __-- PORI$ (<1 O'O YAP 3. LOT 73 '\N t 13 --_ _ 93.03• _.'1. Z J no O 10.000 �,�o FRONTAGEH--127.78' `o ♦ v 9�0�° R= .50 FRONT YARD SETB DRIVEWAY PORCH \ D AY O '�NV \NN" i 1 � 0 rK 7.5' n - -__----� L = 667 1 N So J, I �„ \NIM 1� \ R __'°-____ - 594.50' L= to3.% R II 6 /- DAD RIG*r R = 94.50�� �.� Peo P?' 0 CD i I w p os / 0R'u► �xsePD veuc w aJ P� S7RUL�fJg� t•t4�9,D�t8p I R_1779.50' S34 20'W I LL < 4 I s r �Q�gti / Ksl S =�3g 80J(ROII�j�g�y� �\ \ 5g• `W L= 43-82' U..] = 33. _ -_23.58' I p j / DBIMAY " y eP .°9 Q �+1 PO E DRIVEWAY t _ 1 R- Too' 1 b°4 O A, m1 o . 8=5.50 \ -L=61.93 I AY L1 SERWAY L -86.79 f1 ' o FRONT YARD SETBACK=7.5' b \ - - a u O , r Dd I /LOT #11 1D.0• PORCH PD l - � DR --- -�y ..- y R ' Y" AY PORCH u i d I�w rom•i o, #429 29 a!� / L07' AREA=9,912fSF N WT)� I J , LOT WIDT11=168.99' la,m : w ��� I' i !yN n HIGHLAND AVENUE (measured at front setback line) > m y \� a BOSTON STREET REALTY. LLC n D ♦ YAP 3, LOT 125 �_ •n a / - o J v I /y I _ FRONTAGE-188.98' A w o ml ,� _ 1N0 0 0 a (measured at road R.O.W., not incl Till y 2 a a ' REAR __ W ! o P A 2; ry F ,O, 1#�1 p� I I LC 586• ,�8513/2�72 -p 50.00 °O , Highland Ave. R.O.W.) --- --j.. �-__-_-- I �o > �? 1_A�O --,� 't\ IAT ARBA=8,914tSF SETBACK=30 I 1 i O N -s - PAM �• ce Io _ ____ _ • m _ 3h u 1' SNOW STORAGE, -/ .t�@ REAR YARD - -- _ .35' a\tea\ SETBACK=30' ) z o y REAR YARD-- -- p� -- N z REAR YARD - - m WINTg=92.08' -- 71 WMIRC ia\; SETBACK-3D' SETBACK-30' ._... DRAINAGE EASEMENT � LOT - - LOT 8 ( eaeured at front setback line) 12' ImmM AREA=4,676±SF (on Lot/11) \. LIT AREA=6,406±SF LOT AREA=6,5M±SF \ FRONTAGE=108.67• -- rn sa•1e' LOT 9 IAT WIIYI'H=87.17 � IAT WIDTH-&4 55 t (measured at road RO W., not incl I _ - w - 40.04• - , \\{11r.� _ sae"oe•o9-r FRONTAGE=e7.o5' � 1v'r AR1;A=6,14stsF __ dark Ave. Ro.w.) 90 - > - -__ --_ .. n _ FRONTAGB 81.99 --- LOT Wm'I'H 87.27' S5W IWOB"W FRONTAGE-88.79' ..���i.. L = 98.18 , Q 6 W l1. -- g _-_ �� 2' L 87.61' L - 9� s+a L = 508.81'- _ R = 1959.00' - -- - y NOTE: ALL DRAINAGE STRUCTURES:; -- _ - - J I' LEACHING BASINS CULTEC - -.--.- --__-_ SYSTEMS, CATCH BASINS, AREA -__ ,�s DRAINS (ON LOT ADJACENT TO �} SNOW STORAGE, _-_-__- ` AROADWAYND DRAIN DRIVEWAYS WU DRAINAGE EASEMENT RAIN ,MANHOLES '1, ._ BASINS. ETC SNAIL BE PROPERLY AREA=S29tSF (on Loti10) o u;ON.Eft HDMEaWIVJ HIGHLAND AVENUE (ROUTE 107) NORTHBOUND Q E #392 % HICHLAND AVENUE j HIGHLAND AVENUE SOUTHBOUND IO 392 HIGHLAND AVENUE REALTY, LIG [F�R THIS PLAN ONLY SBRVES AS YAP 3, LOT 5FORE THE SITE CONTRACTOR IONS AS REQUIRED BASED ON FIELD ACTUALITIES. W I 396 ----_ _ - ----- ~ PLANS NOT FOR CONSTRUCTION, ]PLANS FOR PERMITTING PURPOSES OM1'` IHIGHLAND AVENUE � �/ OWNER//DDEVELOPER: o3�µsOa r N I j OLDS VILLAGE YLOT 1REALTY TRUST #400 419 HIGHLAND AVENUE.SALEM. MA 01970 o CML Il PAUL F�ERRAGAYO >; iwTROwICz m 3 7/20/11 REVISED PER CITY ENGINEER a PIER REVEYEfYS COMMENTS a- (s7a)9n-91101 Ile]]EA4 2 7/19/11 REVISED PER CITY's PEER REVEYER'S COMMENTS Q /� HIGHLAND AVENUE J 9`�al Pia 1 6/21/11 REVISED PER MM COMMENTS. SHOMING MODIFIED CURB CUT ENTRANCE TO OLDS VILLAGEMALL RLAL'IY TRUSS ATTORNEY: AND STORYMATER MANAGEMENT TO EMPHASIZE DETENTION/ NGTON Q I AND EGRESS FROM YAP 3, AT 5 GEORGE EGAL. STORAGE AND TO DE-ELPHA9ZE f301LTRARON J ' -\` \ ROMAN, RECAST HARBET, SALEM j 59 FEDERAL STREET, SALEM. KA 01970 N0. DATE DESCRIPTION � HIGHLAND PLAZA (976)744-0350 x107 (11 YAP 3, LOT 6 p \ ARCHITECT: HARRY GUNDEItSEN NDERSEN CENTRAL STREET, 20 SALEM,MA 01970 SITE ENGINEER: DEFINITIVE i 1 ASCOTT UAICZPATRLANDOWICZ DEVELOPMENT ENGINEERING 0 ; (978BROWN)11,341-8400 Er,SALEM. MA,01970 SUBDIVISION •�"�° GAIL L.S. LAYOUT GEOMETRY NORTH SNORE SURVEY CORPORATION 14 BROWN STREET.SALEM. MA 0I970 for TR 744-4600 11 RESIDENTIAL LOTS O v�A�A ASSOCIATES.EINC. for a site at GILES HAMM.P.E. IO NEW ENGLAND BUSINESS CENTER DR. ANDOYI3R4MA 01810-100 #405-427 Highland Ave. NOTES (978)474-6600 ° DUSTS Massachusetts 1.LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3,LOTS 74,75 AND 76. LOCUS 515 WITHIN THE R-i ZONING 9 / DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT.LOCHS IS 2.513 ACRES APPROVAL UNDER SUBDIVISION Date: April 20, 2011 In CONTROL LAZY REQUIRED: cr, GRAPHIC SCALE I 2 EASTING CONDITIONS,TOPOGRAPHY AND PROPERTY UPLDE199-34 scale: 1" = zo' meet z or 1TIZ NE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SALEM PLANNING BOARD SURVEY CORP..FEBRUARY.2000. Land Owner: Paul Ferragamo 3.PROPERTY UNE REFTFON(E5: A.LAND COURT PLAN 7159G,DATED 11/5/47,FILED WITH CERTIGIE 17949. 'd ( IN!�f) B.LAND COURT RAN 71590,DATED 12/30/46,FILED WITH ERTICACERTIFICATE 17228. 419 Highland Avenue, Salem 1[A 01970 I hWh_90 R C.LAND COURT PLAN 7159F,DATED 2/10/47.FILED WITH CERTIFICATE 17333. PATROWICZ 0.LAND COURT PLAN 7159V,DATED 10/18/94,FILED WITH CERTIFICATE 65507. LAND DEVELOPMENT ENGINEERING (A E LAND COURT CERTIFICATE 66593,DOCUMENT 317427. 14 Brown Street, Salem, MA 01970 NOTE: THIS PLAN HAS BEEN REDUCED FROM F.LAND COURT CERTIFICATE 64096,DOCUMENT 294466. (978) 836-6400 THE ORIGINAL. THE ACTUAL SCALE OF THIS G.LAND COURT PLAN 71598,DATED 5/22/36,FILED WITH CERTIFICATE 11169. NORTH SHORE .SURVEY CORPORATION PLAN IS I" = 40' 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE MTM CITY OF SALEM'S ZONING BY-LAMS(DIMENSIONAL VARIANCES la Brown Street, Salem, MA 01970 DATE U ARE REQUIRED) (978) 7aa-aaoo O p U II!' 132 131 -- -- � �� � ✓ . ♦\ ' -4 ' DaSTING VEGETATION s, --,33. -� �t ' t ♦\ , / / TO REMAIN AS IS f r - ♦\ ' 41100 O __. _ - - Ii i9EE f 4a9 I \,13F _ 1jz _ •WRFC _\, •iy , a _- `♦ '4 J rl1 -------- f�f ,4a.3+ , r � �3_ sT1Nc VEGETATION - - -/a ---- - TOREMAINAS - -- 6 14 ouc ------- `• r$ _ zo'Loas1 \ //. :,w-;•r �.,-,- 14&24 u -Mftftw"JI. � 1462, --- ,:•) ''.\ \ �\ ,. .•1 t •.• } - - E3asnNc 1EL.ETAnoN TO REMAIN AS Is _ 41 J •'.' _ t� \•. `♦ ��--7�,152=1* � `w' � � ".^- _ /_\ ` ////.�, F =147.5 " ',1I :(ovwo-(Rws-iuF.Ing\.,\.'\\. $i . i4'•/t..�..-. _ _ ''...+1,5.t1..5 � s.��", ,�. 't' _�[_�--_� __ , '�i,�!•tT,//f /, FPS=142.5 155 - - -__- -FBE=136.5 - "•. ,5.a 155 _-...... _ O 166 .., \• ' /:j- a- _-; aa'OYn Ep,ppA1KN 1 r. ' YSTEJI .♦�/ \ /"/'L/_/--/---/._-_+'._\,1 _�_ i/--+I-x-a-ss_-i, I - 1 I ' `►I\ ,I(I\ „ii\.. \''^\_._\,ag'<--_- -t- ------Ew'a9EO pAI.N DO. 1a + #3 T � l . ..... 6.2 FPS=153.0 i PPE=14a.o i\-Q .-% ..'�...+ .�. �.r✓"ry,e aFBS=144.0 � � O .,........ . . ROOF DOWN TO 75FADERS CEDTS W •y-�y. ,_�.;y1_�,,..✓:._ CONNECTED P0111112 ..w•----W_.-.,.1,.5...1,.-..................._......-....._........_././ W- •'•[ /-•._.. --- 151COL-TEC -- MANAGEMENT S (TYPICAL) _=155.5 FFPE= .......150 5 _- FBE=148.5aIL1EC/2 - _ j _tauaaaA, +Isza C_(VV _ __- •` .-`� i �/�i i - ` f DESIGNED FOR 5106LAOG) 14-4 i-A2'- 1-4- C_LIL_TEC/4 e�sDEFOR STORAGE) / ' +I4s.T wbw�ngLllz_w,4665-' ,• 149= 3 +a ( 154.5:z ) ` .•' &PS , , +I _ J I,✓,_ ,:ii I 1 FPE=149.5iz: \ ♦wll-IJ). 1 I •' '.,.., z9 / \ .... PBS=145.5 - . \ / ) - ANTU jg( s HNa3 10 SM aaflaAND I � I D �y .; _1--147_ LBf2 2af eb \� wu 1w "3i1. i '-t .• l t .: I� ---`- - s S1E _ 11x9 u + @ (ypRx� \, / 139 e+ o i \ < \N� _ IF \ .146s i I j POI (� _.% y�/ \ \ o\ \ \ \ / `�� -\. �Gt INfm __ -a\ \ - \ ,oat -..\ ` t wr•,1-I+zw FyoAant •ia : (DES so--_ IarosED- - ---.- .� - / DIN/7 5 e♦. u / v \ / 'AS. t _ ,-in ' ♦ I / x �laii m `.! ''.. 4 _- �- I s�� ............... _i44- 4 : �:\ ._ `., I '� wwr,tw36�mw F� �• '', '' `. / ` /•'•. - '�---- .•/.r ---' ar 14ztP e/— ........ ... _— W FFE=1415 -- --_ FP =138.5 FBE= 35W 11 ' '•l.l\ -/ l b •��` • 'N .• fII.b -�I _-� `I'/�_ / .// y � _ +aot4am. ~_ - �+�� /' "r �_ _ _ ���.•�_� � FIs p 'y •+pW Y _ ' / c� i :. \ i� \••., \ \ �1 S2 I • Fis r b1rb (Sow )) \ \ . I.. I \ _- =11LpA ii Iry \ \, `� WISIiRri�,am \ ,.-_ ..__I _-� ,s9 \ \ \ \ \ \ �� �♦ •( 1 135 \. �-''7 `' _. � ._.rs°. 1- \ i 1. \ \�tly�,y�\ ! + a�5 Jew \ 1 yryl •�- UI i/� Sas o 4(A Rr us. auo? {tom www-,xiN°DI0 - b ra4e4+ _ _ 1� Ywiwai=1n. ,4y, : '. _ w1 .la \/ \ wv,t-139m 45 - - `, \ ,x - ___ T1 ,• _ -IJ3 O(tiV1 /' �`' /. '"a,e4�a :.♦ 1x.4 �� , \- w -o-6l1mz_a9cs(s.u)<wwvwrr-,ali,z2uaw ' 4s m'aal®man"rl°,Kti - ------ n ! e' ,Ens 4� /' /' / 1 I }IWwNlxx \ I I s \96' 9INY.Ix4ga1D) +1 a- /I .i,,..(► .ru '� \ j- -� ,♦•\ ;9 7 - ,-a.,a ^ J✓ V. \. •^ CULTEC/Ii \ \ \ ' \ ' `Slab\ ,,16, \ i ( 4 �.,..- (DESIGNED FOR STORAGE) / J f (XILTEC/I i \ �s�1 ,- ,- I� \\ / Izro .� ----- ---� `J (DESIGNED FOR STORM 5 j 1 (Nwxiro ((WR1.9) \ •,.� �. (Q ) 14.3 (� \ ♦ (\I N� \ '- I •bIH/67 ` R116,E.oFN� ua a------------ __ ;4fi6 _ -t- -•M• - l,_,._ - -Y ♦ \ \ CY) 1 I �. \\ -1s \- elpca,aR rmr w9 aearw`r / _ 4 ,m.<^�sw � O ~ ----- - / r R a• '+ Aly 'A1 -- rYr e c Aun•Rr-uzvs / - .NrAR-at) 1 i a.-rtc 1e.owc a 11 I DESIGNED F STORAGE -� a.wwa # ( ) 7- W \ \ ar 1 /� .�N3ApanN r ` 3 PORI$ - \ 44 o FPI=167.6 d ,1.9 0 PPldr147.5 c - I - rllulo6,llw , Q \ \ \ \ \i`.. 1 11,n'ia / •as g rcsoC er1Ecr F�=141.6 _ (nw0 � � +INa.S PORCH \ o •� - - wVwE.1J2m _ 5 r #10 I ,13a c0E - _ o s �u/ / \i u1. E'�sEo rnMbAapA 9 rso. FFE=150.0 Q .\v,l'-isz9.>a / ` - Q FPE=149.5 1/ , I ♦ / m�rm�,a ailiP,xi79// // 2 '\ \ ` las« W 1` ! r #9 CREATE 9JGIY-AID(.T1JE AT ` \\ -) I / mr1o1��s1a,E-a.n/ / i// /- \ \ \ e - 1 ,`` FEW--141.0 j \� CULTE BACK OF SIDEWALK SO (Tri I wwr,-,xin / / / \ ..1_`v. (R FFE=148.0 r F7 RUNOFF FROM THE(DRIVEWAr /-1 •,J4 , -- a3z--- -�-' - / // / .% / / \ \ \• Y'•.- b-. -�\\ - _- .. \ ,4�` a+ I=„ti--_. --- (DESGNED FOR STORAGE) FPE=147.5 .> V IS DIRECTED TOWARDS THE -" - - AREA DRAIN AND CUL-TEG T / / / / �• / / \ \ \ N. \•.' I FBS=139.0 (TYPICAML)A(;EyD1T -- _ _-__---- SYSTEM Q 133 i / ' \Y QLL ,J,s.�, - -- --_ -I.N-• - - I,: / utx1t.3,.' \1wwrr\aY-r-,1J,-l21.9m2:9a1m(a//�,0) ,'WatiY`rta-uutw-,129.60_ .•YN`' ', �wsEc/n-oax1nnoR.r. ) q ♦ y -- III9DW4Y1(�) 6(ITRr67 YlrR a-wnE9TlrnYIsa,aplfcn-1H i \\ �\•�\\y\ 1I ' ,u �a•J a - M �w(4UrEm W9ENT(nz9DErP9urER£EvTSSD1)�OoN+ DETENTION BASINE-r, BiaJ -t46 PATIOQ 131 4 R 1 _ r41 LL Gass) -, Ilwwl-13o.zo lw ro a+r a,r F 'ENHANCED LANDSCAPING FOR "U7 W O,v) %( \ ao (' •zzz •ar,aa a - .\,\. \ \ ss t 4 D - J2 ; 0 Elt r .ti IEADaML1Jt7 - IE,En,wll e.sR .:Jnn,. im"e"""�,\ \ F.. PRIVACY SREBNNG F - 738- _._ ,a2 . `w 1t, -- lV L% - 5LaN11,t r \� BASO-10 Iss'.... -151' _ `��:� -__---- -125 -__ �6•a•n >En laaomAAlA \ \�, \ I � 131.0, _ �, - aaWr3sa 6W 13. _ FOR _ / _ _ ` •......... _ ' � � PRIVACY SRFEWNG ro \ - ..•....... � l7 a IMS UP-GRADIENT �l ww-,zn Nw13,.o 31 __ JT _;�R��tNA �N }�j L -- - -- _ EMLAMM LANDS APe19 FOIL m w(2o"EF�rs®m) n INSTALL MFFP/IG uL�f ;, - _ aN453 .. NT I -------_ PIM1CV eiAM" , RELOCATE -�..._ w\Yn-,2a6s(E8(!) ,11!,32.1 SEME SEE m..sIFE , ENHANCED LANDSCAPING U) - PER ELEC.CO IMO 4 ww.-,2a2'J(I6P1 a►,xi5' ' - '- --- " MIMI . - _ AL[ ... .. - , FX.�oNt'.egyyK BR.,]o.2 M1321 ... 4 I .... --+/_- •'•� 1321 - 13,- CR45S 51Yµ[ of 1 W , ��(Hill MEM q(Re .l �S Ql y4:'� wC.,-AB Rr.,xil ...ln.... a. ♦/ _1J,m 1!,321 aYY 129 - •• \`P I O HIG j� r-- � E.a�R�„ wm' - _ �!./'*,-' • l w®iu,-123 z(su> 1��iaoz.,�— � '•- .:.�.. _ ....... .. ............................................ 1j ............ w�t_�• 1 (IaRA¢EwS1I. 9!129.8 � ••• t t LAND A - / 4 NOTE: ALL DRAINAGE 37RULTUHH53: . INSTALL RUBBER ROOFING ON _ w,x 11EW IA•I P9b INW 1290 Tw,32t B.,a9a _ w ........ .. _ ��...... .�..�..�..� .— — ���-- 1 IEACHD4C BASINS, CULTEC UP GRADIENT SIVE OF RET.WALL TO w o P_ MIMI altAO 1]T3 D UTE 1 i+NUEf 1 SYSTEIES. CATCN BASINS. AREA Mw(MZE 9EEPNG �N "ssa - " \yy Z 0'7) NDRT / DRAINS(ON IMS ADJACENT TO - jpw a - j,B0 T_ DRIVEWAYS). DRIVE.AY CULT... u9E nrss wlw - ------- ROADWAY -- - UN f D ROADWAY SHALES, DRAIN MANHOLES o- / AND DRAIN LIS H L Dgl'ENTIOF, 1 m _ J _ J $hSLLLS, LTC SHALL BE PROPERLY 1 8 �` -1-- - _. --MAINTAINPA:_BY HONED 11NER•S ASSOCIATION. d sTv Ilalr 0DEFINITIVE _ ii, rzpeeel SUBDIVISION O o �Ad GRADING & DRAINAGE (L.I. D.)IJ G •-. • ------��---- - for SOUTUND - `, 11 RESIDENTIAL LOTS N , 3 f for a site at d � L m ' — � � #405—427 Highland Ave. 0 -- --M`1E--_ �! NOTE: THiS PLAN ONLY SERVES AS A GENERAL GUIDB, Salem, Massachusetts APPROVAL UNDER SUBDIVISION I -_-— ---_— `� CONTROL LU REQUIRED: GRAPHIC SCALE THEREFORE THE SITE CONTRACTOR SHALL ADIUST FINAL Dote: April 20, 2011 / - -- ELEVATIONS AS REQUIRED BASBD ON FIELD ACTUALITIES. PIDE/99-34 Scale: 1' = 10' Sheet 3a of It SALEM PLANNING BOARD 0w ------ Land OPaul Ferragamo PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Owner. aug ,;:;L�(i' LE. 419 Highland Avenue, Salem, ILA 01970 U) IN FEET vi OF I�- 1D >< ------ --� ------ / '.. �� seD PATROWICZ _�- - - i I TROD- 3 7/20/11 REVISED PER CITY ENGINEER t PEER REV"IEA'S COMMENTS LAND DBVBLOPYBNT ENGLKEEZING Y ---- __--- -- x�ie690 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS 14 Brown Street, Salem, MA 01970970 NOTE: THIS PLAN HAS BEEN REDUCED FROM 1 FG, a� 1 6/21/11 REItSED PER MHD COMMENTS: SHOWING MODIFIED CURB LUT (978) 836-6400 LE OF THIS THE ORIGINAL. THE ACTUAL SCA N o MANAGEMENT nm AND STORAGE AND ro wASUIE EoTLTRATIONNORTH SHORE SURYBY CORPORATION E PLAN IS 1" = 20' " - NO. DATE DESCRIPTION 14 Brown(978)t7 Salem,0 A 01970 C) DATE U i i i i y \ GRAPHIC SCALE #3 ( TN FM) _ � *- - t mDn- tD tc r \ % NOTE: THIS PLAN HAS BEEN REDUCED FROM THE ORIGINAL. THE ACTUAL SCALE OF THIS 20'- I �� \ - 4_ \ r LEGEND ✓1 ` : \ ,1 #435 DRAINAGE: LOW IMPACT DEVELOPMENT (LID) yW;-= ""- �� ; ' \ STORM-WATER MANAGEMENT E705TTNG VEGETATION ro RE11NN AS 6 _••.'lt1I72:. •--GW 127., 4"PVC-SON35 ROOF LEADER(RD)DRAINAGE PIPES ro CONNECT TO CIATEC L.O / F ;yr`' .._. - _ _` '«lns� . . +eve rzs _ 1a ------ MODEL-200M UNDERGROUND LEACHING CHAMBERS v ✓�'/ '• �' 1 1 l"� DOWNSPOUTS APPRO)MATE LOCATDN GUTTERS SHALL BE DIRECTED TO THESE ...L49......:. i6 ..t ,• �' 'Y , DOWNSPOUTS,(SO THAT ALL RUNOFF FROM THE ROOF IS PIPED(BY ROOF LEADERS) .; , �f j//A� // - ,'•` ,4 \ lD 71E QILTEC 111OERGR0111[t STORAGE FOR RETE11110N AND EXF1LiRAT10M i If O --- - - ----- / -.,� _ / / u�.lzs.Jd _ IZT., L COiLEci ui R(1JN�aF�F FRni THEM D�PoV�EwF�TA�gRESC�1T1T0 CULCSYSlEli wTH fi I /y,m 4� '�� Hyl .LaIAYr \ ♦ _ __-__ .-_---- •..... f /'\/ r,.•' 111, .'\.:. .' (sults) _ ❑ 4'PN:-SOR35[RAIN PIPES INSTALL A WATERSHED pVIOE AT n1E BACK OF 7}ff TO _ f - _ - .^. .^.^.^. .^.�._._. . < 1.�=. PARCEL ATER W..- ) ` // ;: -7, \ :\ 1 .\. �� AND THE((IN RARE AHE FALLING ON THE DRIVEWAYNOFSTAYS LATHE THE DPoVFLOW '/ - `r / / \ AND THEN INTO THE AREAS BDIMSI THE RUNOFF WATER ON THE SIDEWALK FLOWS --� I� 164 - -_'- -'��.�• ._.....�.••••••••• •�••�••�• - . /: ) - i I � \`� 1 TOWARDS THE PROPOSED SUBDIVISION ROAD QITTER- - T 162 ..•"'✓'� _ - _ 1 f \ t "' _ {ir s,orc-las .y •��\ 4"PERF'ORAIm UNDERDRNN PIPES PVC-SRD.15 AT THE BOTTOM OF THE CRUSHED cr, I �^^,' ^` _�' - --T�^�T.... _ - 'U"-.-v 1 /'' \ nc lz,.l ; M1riN THE PROPOSED ROAD _- '^ u•✓' `',.• ,� .-• .._ •� // 1 - r\ '...� / I Wfrul aElcW rmn j' h�.1 �, 1\ STONE THE P THE ROADSIDE DRAINAGE SHALES)CONNECTED ro THE CATCH BASINS 3 l y 6 - --- ',Iplr01 51al�lmm/ n r 4TENTION BALD ---- T „"-1Q. .✓"'J• 154 - h. _ _ P 2i,9 i- . N 15 a aE/sED sra.E _ INSTALL RUBBER ROOFING ON 1 -- 156 -T 1 ,� _-- :- •.. w"� / sono,(z � ur1H) 1 CHECK DAMS(SLIGHT EARTHEN MOUNDS)DESIGNED ro SLOW THE WATER INSIDE THE _.•�. •" ......J53 / 1,47- 1 I o,AE UP-GRADIENT�E OF IET.IIMIl TO 131, DRAINAGE SWALE AFD OTHER EARTHEN BASINS N LAWN AREAS DESIGNED SO To (� '...•z .{.^"'-^.• ,..✓ �•, •r•-�....•... . FPS=145.5 • ,g / / / h GsE -'R NSI e- MINIMIZE WEEPING ' FORCE WATER INTO THE CRUSHED STONE BELOW THAs TO INCREASE TIME(1F \Q.i„� .u• ...y�.......... - �',...JJN.7{ _...,I_ -_-- -- E_ a/' - �\ ` / til " 1 l l'� l K. +_�BW 125.91 ! CONCENTRATION N - .... ...... i - , �• Ise - .G.....'L.•,. _ % MITIGATIVE STGRMwATER CONTROLS USING CRUSHED STONE SWALEs __ _ 151 1 -' 1 11`/i/ //�/•, / /,� ! / ~ u dun aa.r rEraal IED UNQ]E11AW UP /� ts} - - - / ..1..' ro -�- ', - - - - ,a • 16• i . _ ' laY - ter! I•.✓`j .. EARTHEN BASINS DESIGNED To ALLOW RANnIATER ro INFILTRATE INTO THE GROUND '•/, THUS REIX/CYIC RUNOFF. CONTRACTOR ro INSTAR A NMEILIIM OF 2-FEET DEEP (n - ... `.-.,.••• --- \�... •. •. �` � � .;� f X141=.;- �/ ` , , - - - / � / ureN - 1 CRUSHED STONE BED(ONRBLASTINC 6 LEDGE 2-FEET IINIYIIII BEYOND THE O I 141 +t 524 .` \ a „N.r- / �� ' - - - -T - / / B►,Ro , ♦ *� STONE IS REQUIRED) REFER ro swALE DETrAE FOR CONSTRUCTION(CRUSHED ''' +116.1 Nle Bw_1466s 'S6`6' \63 - '•-- ti ♦ - ,,,.[ _ - - -_ HEAD Ar Lr _ - 1\�\ ST PEASTpIE THEN LOAM AND LAWN. nvw1=t.z4o .....•r 1 /S. Tyr' .1- _.132 t i fi w� �S-Umm `\I ONE. COVERING, / ... 1 IAV- . Pa6ti(arN.LA0 ww�1RsN4•lr) LAWN AREA SPECIFICALLY GRADED AND LANDSCAPED TO CONDUCT RUNOFF WATER �/ / /�I / •M� '+❑� 'IR 1D1 N1a1=1Rx I < ♦ 149 1 « ,. / / ............. , TOWARDS A MITIGATIVE STORMWATER CNTR(OL DEVICE and/M 04E%AND FLOW W I FFE=154.5 i w/16 Ar-1 r / 1311 \` - , _ - \ ..116.... > L r 1 I. FPE-149.5 .� 1 ..)� \ _ / / �\ / MIs. 121 \ .... 1 FBE=145.5 1 ; -- / ,�, // }` ( - - « W ns \ CULTEC MODE)_28OHD UNDERCRCUM LEACHING CHAMBERS SURROUNDED BY CIILTEC/a Ni .i3B5 1 H / ( \ nc 1211 ols lzb '1Tw,zs-z 9 /- U DEscnm FOR STORM LAGGING ' 1 T1Jg- _ - / / J / t \ \ *- (HALLO STONE N14 THIS PER MANUFACLIM11 FYS SPECIFICATIONS.NS CRUSHED --.. fl ' / \ ) ' //'_ (PR 126.5 / :9IC151 tBw,)50 ` 1+� ) ❑ I I I __I_ _ 16 M` 1 /�' ("I i.7E i' ♦ 1 �`, I Y rAra tnsrllc SHALL STALL FOR H THIS AREA A TOTE OIA OF 2MO EL BEYOND CRUSHED STONE I 136-' / Hx3s - t BED)INSTALL FOR M-20 LOADING(NOTE CL)LTEC MODEL 1(lOD FOR DRIVEVIAYS 1 1 ` lib • r t • \ Ur t PORCH +x CULTEC/6 -u.ax ILf2 OVERLAND FLOW , ,IMI 1.,. (DESIGNED FOR STORAGE) / / 1 / 7 , \ OMHOW ctwasc_o Fa11Iw � I I I I 1 ----' ----- -- , `, ` /"� /'"`�\` f'%\ ' /� � /✓ w-, � I� - 1 r10IFA I�,-IA.Bfi DRAIN 161 ••..•vlaf NNa1aE ; P, ..''a. \ ' 1 - 12D ♦ I vv/ 21 rO l\ s1FT5 � _ ..... ....iia -- 1",X / �".x I \ S � �- ... "*wt=.Tie°. �--`. --._f %y � 1 ' .. � 1 � . J•lulro\.1111- I a I I ORMWATER MANAGEMENT: I I ST NA o -14•1s ��. / , ',iM3,ao \ ; - _ r rol ENSINc I N:111EC/ (V / 7,4zm wwNl-Im10 - TIMID -.; ti «AGE BOTTOM srdE ., I FM tA�M�> (STORM LAGGING) -d i -- ...,-� _`ti -� f -..41r Amb �i�/ \ \ '� \\ \\\ �.' .R\`1\ \I _.-1�-� I \ ,�/ ,r •',� l r I rur-IMI � i I � \ ..rk-�� \ -.'\- \ \ ®NO •zos 'TIF eb\ \ \\ %\ `_-- \� �-�_ 1 1 � _ 7 I --- _ �11z1a�� I 6 I CAH n 1�am ^a' tl n ' - \ -r---- ' I I (WvusD,FOR STORAGE) i n y l I , F1.OH PATH r r _ -_-.}_..- I.. I '�' - '. / I ' +, i - - \ '\ _ , r • 1- LEAgHMG F3AcI1 SHEA(X7NIfAEIE MODEM_DW-3S5(3'SECTION) H-20 LIGATING• SET ON 6'OE]P(32119ED!:TONE BED, PPE CONNECTION UIT '. BET > .... sA610LJ11DED BY z'HDE atUSED sTGNE MD o1F)�.tsrm Q / -1.saa _ 4 129 1 A ` ( ACHIEVE FLOW PATH) (7UTFAl-PPE REQUIRED TO AC14FVE I n x ✓. (TO ACHIEVE VE FLO uPATFTS LEDGE((2'BEYONDTOTEI 1 _-----�- _ I Y ,i ' i I ''I \,y `• \ \ TO TH EXFILTRiA ( E DETAIL]S i 1 � �. Is ❑ " -,ss- ---�-- GiiCiil.00 \ I\ L 1 w61eA1-1ze 95 5`11 Z _--r � _� _ � WNw.lsE�4�.•w)_ \ / I \ _ l __ �nm .__-- Q OAERLMID FLOW J _ \:_ -- - \ \ < III "INLET tad m OUTLET❑allot o 1 t! _.�:1- \ -- : _ Ion,ratoa� ay Ita,D nalp i _ _. 1 ,361 0 5• T �. -- - wAEasHEDDI E/ 136 CULTEC,7 �11 _ STORM MANAGEMENT: -139-- \ , (DESIGNED FOR STORAGE) l _ saa+ --- " - (1E51CJECU STORAGE) (STAGE STORAGE) l .... / 11/ Poem M 1375 I FP 132.5 \ 7 ----- Q' i oPosR ROMMfION \ I "J• 1 \ II FRE-128.5 g N p Q PPE CONNECTION W .146.5 _ I _- - -- 149 ----_-I \ CULTEC/8 #`/ I'•'•t^w «133.1 ♦ I BETWEEN CLILTEC UNITS 1 S .. (DESIGNED FOR STORAGE) FFE=148.5 1 , .\ -- -- < FPE=141.5 \ rte' .136.1 #9 1 FHE=137.5 A // asz~ / I , NOTE' TIIIS PLAN ONLY SERVES AS A GENERAL GUIDE, (DESIGNED TECO STORAGE) F"=148.0 0 _ \�' _ i+ / I * _ THEREFORE THE SITE CONTRtACTOR SHALL ADJUST FINAL FPE=147.5 1 - , .; .,`a6.e EATIONS AS REQUIRED BIASED ON FIELD ACTUALITIES. FBE=139.0 , _ _.. 1 / + ` / / r ' ENHANCED LANDSCAPING FOR IT I _ r I ,_ _ -- MUcau, �-`/'Y t PRIVACY SREENMIG 1 , -138' 1 / IH.8�1 , `.M1 ` y Y!•'� U / Sas+ , ulrsawsEDlVOE _ I PLANS NOT FOR CONSTRIC'PION. PLANS FOR PF.RMI'1"PING PURPOSI'. ONLl ..Y ' DETENTION BASH-9 Iorlw(z-� r IM urrn) I +1 xo !1_I r 146.6+ . 1a1o«' wN/GoOr 1 ♦ LAWN DON �I 116, // - H IW -� ---- I i \ scoTr IAN 0 ------ 4 3 * 136 - +1a1.o ^ i Hw1wOw1CZ 3 7/20/11 REVISED PER CITY ENGINEER a PEER REVIEWER'S COMMENTS 1420 +las 1 / " J �_. BASH 7 ./ LAW I o a9E 1 _ II 5 a a.sEa Std . / _ eonael G2 1aBr IMI mr _ 13a.s. I YAj"IQ (sa oF1AE sEcr 6) . \ .-`� 1 1.2 + j-' (59 ` I WE]]65fi Z 7/19/11 REVISED PER CITYS PEER REIIEWER'S COMMENTS -1-1 361 I 17S ' ` MODIFIED CIM 1 �r ANDREVISED ORNWATPER�EN MANAGEMENT EMPHASM DE7E"CIN/ r 9� ❑ w, 1 1-138 I 1jO / <\ STORAGE AND TO DE-EMPHASIZE EXFILTRATI(N ' \ Fr' ' 6 Z .: 1♦, ....I.....:.. I LAWN DEPRESSION _ 1 ' _ DETENTION BASIN-e `"I - raP 6 'Mlms -- of NO. DA- DESCRIPTION M1 Q 1360+ «Bw 13 � t Iw,36.a 1,58 1.5 t _ \� L- J «eve 1350 roe acrwN-c 13es ew:Ixs i 1 1� /7� -4-tiam.PDEORAIED aaD+ORAN(lP) / 34.5 1 `Sy 1D:123-5+ r 1 I ♦ 15 a-511E .. " , ENHANCED LANDSCAPING FOHl E/MMFL'fD LANDSCAPN6 FOR 'J° - - 1,Ona1 Gz-rtcr w.aa1N7 ' DIMRS @ PRIVACY SREENING INSTALL RUBBER ROOTING ON 1 1 ...... txs . PRIVACY 9ED•16 •Gsl£arAt S1EEr I) ..'' _ _ zzMI rat casluc UP-(RESENT SDE OF RET-WALL TO ---- 1 I I MINIMIZE WEEPING ifz IOP OF 6F1I1:115.5 1 1 1 PNVAC'Y STEDNG F� - - -_- : --- -- - f- a . : r-- S, ro ' w Am DEFINITIVE ---,-1 t_ .........................1.. 4Ma„�62) 1 - m p 1�.............. ...�...... 1JJS M� _ _ _ _ _ _ __�. - _ -- SUBDIVISION . .. �1� aRAss SW'AIE - - -• fir"" .._ FIS- _...... . .. ........._ �J aR ❑ .......... -�..... ...... . .. _.._-- ---- � sAlrwl�crucaas9lrsl�oosl'�1w ulu�s n Nszw G D _ --- aFs1a1 R a ro u vx1E1TD m alaarE rEr1EI ai Rai„EHE i1R wa'a11ElICR 1115 �w WAw ACD1NIai ,. for 11 RESIDENTIAL LOTS O for a site at #405-427 Highland Ave. HIGHLAND AVENUE (ROUTE 107) NORTHBOUND APPROVAL UNDER SUBDIVISION Salem, Massachusetts i CONTROL LAW REQUIRED: Date: April 20, toll r - - - -" SALEM PLANNING BOARD LDE#99-34 Scale: 1" = 10' Sheet 36 CII 11 CY) - } Land Owner. Paul Ferragamo //1 f • � TIE a 1iD1M1 61RP .- /Mlirr0.1�'�/Fl) V/ _ .•�a�,K�) 419 Highland Avenue, Salem. IfA 01970 _ - - rwe-sEnNN.�I ______--_-- PATROWICZ ----------- - - " DEVELOPMENT ENGINEERING --------- ------------ - � - Nr ♦------- �` LAND Hrown Street, Salem, MA 01970 Ar Naa IbM (978) 836-6400 NORTH SHORE SURVEY CORPORATION _-- DATE_ 14 Bo-Bo-(978)Street. 4n,0 A 01970 U - --_- -. 0 ❑ U #16 #1I I 8 \ \ GRAPHIC SCALE #� I I #20 #5 (�.�) A NOTE: THIS PLAN HAS BEEN REDUCED FROM THE ORIGINAL. THE ACTUAL SCALE OF THIS � PLAN IS I" = 40' V i I V- A- CONELICT ANALYSIS: SEWER(8')INVERT=1136.6 r I SEWER TOP OF%PE=136.69 SEVER BOTTOM GE%PE-135.82 ` WTACAP(AT WAN) DRAIN(12')INVERT=137.18 ' / I DRAIN TOP OF PIPE=138.28 PER tlry SPEC. DRAIN BOTTOM OF PIPE=137.08 \ C I ` � PIPE SEPARATION=O-39 FEET(OK) ' 435 NV 0 PARCEL A \1 I I ` I, #3 I #6 i \ I S. Vat=140.0 V ENV ONE ,\ 1 I I ' CONVICT ANALYSIS Po>�H 1 I #A f E.ECTOR I•,., -. SEWER(8')INVERT=129.10 ` 51FP5- o, pnn.� `t (INSIDE BAA.WIN I) \ SEWER TOP OF PIPE= N SMH/3 _"'wq r SEWER BOTTOM OF%PE=129.00 RIM=14125 .p1n S.WVwt=143.5 O I DRAIN(12')INVERT­ 131.06 ♦ 1 `INVn=13577b4 � PE= INVwt=135.57 Plr I DRAIN TOP OF PIb' i DRAIN BOTTOM O"%PE=130.96 r- PIPE SEPARATION=1.09132.36 FEET(OK) 1 ���' DIES u VtVl,e`• n �� I I 4 sTTPs I S.NVwl=140.5 / c " sMH OA( wM c ♦ °' i 4 P ^ Iµ46.O0 SINVn 1 INYn=137.65(FY) r II 50 4 .1-13609= F-. ' :N 4! s1EPs 64' GV h BOX I 1 CD (PER ENV.ONE) -_ ------- U� (T I a 1 ev L 135 - OSI- o ' -- •�._C�6 Vit o ,1 •i.� N #40� S.INVwt=128.0 1 �'- �CyWMNEY=139.0 x.-. _=�/io)<136.a7J; - -•__.- Yirl(f5)-3 ' �'�' -- 10 w�(97)=14.25 /yam t- '� 6' srw m i I I /� !� ) _•��_-SN =17.50 --. -� 1.5'S r_`/4_;asna+" O .0% #403 � � ;IV - ,.s -r- ._.__ - (FvG�) ,O A..a �A - N ' I ) // • �,/' SANVir 132-88 r ®a �.�.-. WWI, .-.-.-. ' V / - " +, SNVF(f3)=I37.5 - r cn)- y SMHn r' N - 5 I RIM=133.80PO" �� YORE IN 111-127.64 1N n PO ar INVwI=127.44 I stE➢6 V A BOX(PER ENV ON I r yes a 4INYwt=,2225 i #429 CONCRETE ENCASE SEWER IF Nv,.. >E 18'VERnCAL SEPARATION t5 NOT PQRL$ EJEVCT�OR PUMP / SNVir(il)=127.06 /"' POSSIBLE(SEE DETAIL) # SNYwt=1'.,�, ' II POIQC$ t=1340 I (INSIDE BASEMENT) c� SINVwp 1 I may/ INSTALL PROPERLY SIZED THRUST �O #'J N BLOCKS AT ALL WATER MAIN BENDS TYP. I SMHfI z - _ INYn=126 . / ' Pd]7 - INVwt-12614 Q / 0 I `\\ PATIO PATIO I Cf) I I .W:. 4. LL INVI-125.40 ' LLJ Q '4y\•�` CONFUCT AN M95: _- SENER(8')IN RT=126.32 _- ---------- ---- O SEWER TOP %PE=,27.00 SEWER HOT OF%PE=126.22 __ --.- - ____ arra•z DRAIN(12"TOP INVERT 128.95 --- - Drvw4=m! ---- • DRAIN TOP PIPE=130.05 Epi O -- _ DRAIN BO OF%PE=128.85 - `_ PIPE SEP ATION=1.8.5FEET(OK) ' HIGHLAND AVENUE (ROUTE 107) NORTHBOUND - - - -- r -- � - CV CUTAGIP ATYNI) PER CrFY � • Vis` --------- --„-•,^r rr , #39,20 ;`A % ` - HIGHLAND AVENUE SOUTHBOUND Q #440-450 I l _ = -- # 02 Z 4 #396 - -- -_ ---------- ---- I r A/Ir-51,3 --__--- H -r��a #400 oI :�i _ \ // /6 1 .i I CROSS COUNTRY\ /may I UNDER PAVEMENT Q \ 4'LOAM AND SEED 11� I _ A I ROIF.CI SLOPE SURFACING OR RESURFACING r \_ AS REWIRED. LU r1YP. LL_ \ \_ O ROAD BASE(GRAVEL) / COMP -SR w NOTE: THIS PIAN ONLY SERVES AS A GENERAL GUIDE. AC Or MAX LIFTS THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL / N p -w`O2-D ELEVATIONS AS REaUILRED BASED ON FIELD ACTUALITIES. NO STONES OVER r i �. -a/r PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY onset LU NOTES SEWER LINE SK TEAM: ,W OFPVC STIR 35 1.EXISTING CONDITIONS TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP.,FEBRUARY. SLOPE-0.8%WIN. III IQA13 OWNER/DEVELOPER: �'� sKnTT�•N iG O 2000, _ PAUL F'ER RAGAMO 4 FA X WX1 3 7/20/111 REVISED PER QTY ENGINEER s PEER REVIEWER'S COMMENTS 9-Mlx 419 HIGHIANU AVENUE.SALEM. MA 01970 o GIRL (978)9T-9801 fIN �o ` 2 7/19/111 REVISED PER CTYS PEER REVIEWER'S COMMENTS 2 THIS-G PLAN DOES NOT SHOW ALL UTILITY LINES(AND/(R UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS PERFORMED R VISIBLE ' - CROSS COUNTRY UIOER PAVEMENT ar P 1 6/21/11 REVISED PER YID COMMENTS. S10WING MODIFIED CURB CUT ABOVE-CROWD STRUCTURES ONLY. THE LOCATIONS 6 EXISTING UNDERGROUND TION O LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON AS REQUIRED W DL 4'LOAM AND SEND E ATTORNEY' AND STORYWATER MANAGEMENT TO EMPHASIZE DETENTION/ THE BEST AVAILABLE INFORMATION GIVEN TO PUDE AT THE TIME GE THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL AS IEOIIRED APPROLED SURFACING OR RESURFACING GEORGE ATKINS STORAGE AND TO DE-EMPHASIZE EXFILTRATION Z CONDITION OF EXISTING UTIJTIES PRIOR TO ANY SITE WORK,THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY N IAMT!IN N J PROTECTION AS REWIRED. NONAN.SEGAL, IIARRINGTON Q UNES WITHIN THE PROJECT AREA PUDE IS NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES BEFORE,WNOTES:RING OR (59 , FEDERAL STREET.SALEM, MA 01970 NO. OA TE DESCRIPTION J FOLLOWING SITE EXCAVATION/CONSTRUCTION. 1. A CLEAN-OUT SHALL BE INSTALL AT ALL HORIZONTAL AND VERTICAL O (978)744-0550 XL07 (� BENDS IN THE PIPE_ '�/ ROAD BASE(GRAVEL) 3. ANY AND ALL CONSTRUCTION METHODS MATERIALS,INSTALLATIONS AND DEMOLITIONS SHALL COMPLY NTH STATE AND LOCAL PERMITS LOCAL / ARCHITECT: 11 HY� D ERSEN QAND STALE BUILDING COWES,CITY OF SALEM PUBLIC DRAIN LAYERS MANUAL,QTY C SALEM DPW/ENGINEERING DEPT.SPECIFICATIONS AND COMPACTED CLASS'' GIDREN AS OCTE CONDITIONMASS.HIGHWAY OOT.SPECIFICATIONS,AND GOOENGINEERING/CONSTRUCTIONG/C(INSTRUCTION PRACTICES FOR SOLD/PERIANENT APO AESTHETICALLY SEWER TRENCH DETAL BACKFILLSUITABLE EO CSTREET.SA I .YOL /0 PLEASINGCNSTRlC110N. Vol I.Scde ACCOMODATE SURFACE LOADING (978)744-100 MHDY1.01.0 DEFINITIVE !. IF EXISTING UTILITY SERVICES ARE TO SE USED,CONTRACTOR SHALL INSURE THAT THEY ARE IN G000 WORKING ORDER. PRIOR TO OBTAINING A ' SITE ENGINEER: CERN.CLE OF OCCUPANCY.DEBRIS THE CONTRACTOR SHALL HAVE RA SEWER LITERAL INSPECTED BY RT IF THE SEWER UTERIC IS W DISREPAIR(NOT SCOTT PATRaWIC2.P.E. I V I I O N SELECT BORROW PATROWICZ LAND DEVELOPMENT ENGLNEERING CLEAN.CLOGGED WITH DEFWBS AND/OR ROOTS BROQ?1 OR CRACIOD),IT SINAL SE FIXED AS PMT OF THE UTILITIES PERMIT. • COPS N 14 BROWN STREET.SALEM,MA 01970 O EEF9M ��UNE TWD LF 1978)838-8400 5. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH(PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT)AS MLOZO o REWIRED. " "° °�R r � �"ff°R WATER & SEWER /\\/\\/\\/\\\\\\/\\/\\/\\\\\\\\\\�\v �\ • GAIL SYITN.R.LS. 6. THIS PLAN IS INTENDED ONLY TO OBTAIN ENG3NEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED � /\ \� a9Nl NORTH SHORE SURVEY CORPORATION CC /�\\U': 9'W N. �/ / / / / / / / / / / / / / 14 BROWN STREET,SALEM,MA 01970 for IMPROVEMENTS SHOWN ON THIS PUN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR(CITY SHEETING (970)740-4800 (Nj UCENSED DRAIN LAYER). OBER UTILITY ONES NOT PROPOSED AS SHOWN ON THIS PUN,REWIRE THEIR OWN SEPARATE APPROVALS. a AS REWIRED _ TRAFFIC ENGINEER: 11 RESIDENTIAL LOTS d� Q 7. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT.FOR INSPECTIONAL SERVICES 2;i<5 tC til w EARTH I W LEDGE GLEES HA".P.E. for a site of THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT.FOR REQUIRED APPROVALS AND PERFORM REWIRED TESTING PER CITY 3 rc i YANA55E A ASSOCIATES.INC. SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE o ly- NOTES: 10 F ENGLAND BUSINESS CENTER UR- B 1. NEW 8'NATER MAIN LIME SHALL BE CEMENT LMED DUCTI..E IRON%PE(CIO),BELL AND SPIGOT sOrre 314 #405-427 Highland Ave. 3 WATER MAN I6 aWSS MAIBUFACTURED BY WARREN PPON E FOUNDRY CORP,OR R-D.WOOD CO.OR U.SPPE COP.OR EQUAL ANDOVER, MA 01810-1066 fl FINAL SIZING OF WATER UNES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONDITIONS(FLOW rc0 ABOVE SEYgtR LJIE(LAIIERAL AND/OR MAIN) PPE SHALL CONFORM TO AWWA C150-71. THE CEMENT MORTOR LINING SHALL CONFORM TO AWIVA (978)474-8800 A PRESSURE A SIZE OF WATER MAIN)AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BECKETT. w CICU-71. MINIMUM EARTH COVER FOR ALL WATER LINES SHALL BE FIVE(5)FEET. Salem, Massachusetts UY 18'MIN.• MECHANICAL PIPE JOINTS(TYP.) 2 NEW WATER SERVICES(FOR DOMESTIC USE)SHALL BE 1.5-INCH(MINIMUM DIAMETER)COPPER TIMING (n 9. PRIOR TO OBTAINING A Q7RnFlCATE O"OCCUPANCY,THE CONTRACTOR AND/O2 YEP 13NQNEII2 SHALL CONTACT THE BUILDING INSPECTOR AND/OR SNOTS_ F MESS THAN l8•, ARE REQUIRED WITHIN IG-FEET OF PER QTY SPECIFICATIONS MINIMUM EARTH COVER FOR ALL WATER SERVICS SHALL BE FIVE(5)FEET. APPROVAL UNDER SUBDIVISION QTY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FRE SUPPRESSION FOR THE PROPOSED USE OF THE BUILDING. THE EXISTING PARALLELING LINES SEVER C TEUR g SEWER CROSSING a INSTALL PROPERLY 9zm CONCRETE THRUST E1LOQ(s AT ALL BENDS AND TEE BRANCHES As REQUIRED CONTROL LAW REQUIRED: AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPLIANCE NTH QTY AND STATE BUILDING CODES , WATER MAN WATER IN BELOW E TO BE INSPECTED BY THE QTY PRIOR To PWRNG AND AFTER POUR(PxIR TO BACKFILLING). SALEM PLANNING BOARD AND/OR ERV SEWER O SEVER MAIN ASD/OR UT,SE 4. FINAL SIZING O-WATER LIES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE Land Owner. Paul Ferragamo '.-. 10. AS PMT O'C(INSTRUCTION,THE SITE CONTRACTOR MAY WANT TO YALE FIELD ADJUSTMENTS BASED(N ACTUAL FIELD CIRCUMSTANCES(MD/OR BLDG.SERNCE (MAN UNE AED/OR BLDG SERVICE CONNECTION) BASED ON THE EXISTING CONDITIONS(FL OIY A:PRESSURE 3 SIZE O�WATER MAN)AND THE PROPOSED g TO RECTIFY ANY DESIGN DISC REPANCIES IN ORDER TO COMPLY WITH LO:AL/STATE BUILDING WOES WHO SPECIFICATIONS AND ABOVE MENTIONED CONNECTION tar,Kw DEMANDS THE SIZE AND LOCATION O"THE WATER USES SHOWN ON THIS PLAN IS PRELIMINARY ONLY AND 419 Highland A--e, Salem, MLA 01970 (n REQUIREMENTS FOR CONSTRUCTKIN). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY(AND LIABILITY)OF THE CONTRACTOR. FIELD - ARE SUBJECT TO CHANGE. ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY MULL AND IID ALL CERTWCATIONS ON THUS PLAN AND ACCOMPANYING 'THEN F MISS THAN 10•, PATROWICZ THEN CONCRETE ENCASE `�1WATER YAW CItOS9M S PRIOR TO OBTAINING A UTILITIES PERMIT,THE CONTRACTOR AND/OR MEP E1C1EII2 SINAL CONTACT � DOCUMENTS. PLDE Is NOT RESPONSIBLE(OR UABLE)FOR FEUD CHANGES MADE WITHOUT%DE APPROVAL THE SETTER UNE EELOW SEWER LINE(LATERA_AND/OR MAN) THE QTY FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED (FLOWABLE FILL IS ALLOWED) 6UILDNNG(S). THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE QTY OPT.FOR REQUIRED LAND DEVELOPI[SIdT ENGINEERING (!) 11. STREET TREES PER CITY OF SALSA REOUIRMEHTS PLANTED 3l)-FEET ON-(ENTER. FINAL LOCATION TO BE DETERMINED IN THE FIELD BASED ON APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS 14 Broun Street, Salem, MA 01970 "'NOTE: ENCASE SEWER LINE 6'FEET p1 LITRES FINAL UTILITY LOCATIONS AND GRADES MINIMIZE CONFLICTS WITH FUTURE TREE ROOTS AND AS-BUILT UNITIES SIDE OF WATER LINE CROSSING 978 836-6400 12 THE H(1MEONVER'S ASSOCIATION SHALL GE RESPONSIBLE FOR MAINTAINING THE C(MM(IN SEVER FORCE MAN. THE ENGINEERING DESIGN OF THE WATER LINE TRENCH DETAIL NORTH SHORE SURVEY CORPORATION E SEWER FORCE MAIN AND SEWER LATERALS(COMMON AND INDIVIDUAL)BULL BE PERFORMED AND SPECIFIED BY F.R.MMONEY AND ASSOCIATES SEWER CROSSING WATER DETAIL '" H'­" ,'„�°'. - 'r"' M" "''"" (ENot To Scalr NVIRONMENT ONE). DATE (`3/�i) /d (� O U I I - #22 #12 i I I I \ #14 j I I I I #18 \ � � \ I I I #20 �.= \ #5 GRAPHIC SCALE I ATI / 6-FOOT HIOI VINYL FENCE(NTH LATTICE AT THE TOP)PLACED ON THE PROPERTY LME �'Ty`ko v ✓ V /- c (FINAL LOCATION DETERMINED W THE FIELD BASED ON OaSTING TREE LOCATIONS AND so FINISHED GRADES). FENCE TO BE WSTALLID BY DEVELOPER BEFORE COYYDICMIG . ,ea , '4'9 s a J (IN 1'�I) c r - ;o rsz CONSTRUCTION. THIS FENCE SHALL HAVE A GATE(FINAL LOCATION TO BE DETERMINED BY \ / , 1 mph- 20 R OTHERS). THIS FENCE AREA SHALL HAVE A 2-FOOT BORDER(ON THE NORTHWEST SM)TO iI, PREVENT WEED GROWTH NEAR THE FENCE. IT IS AGREED THAT THE MAINTENANCE OF THE #3 0_1 .. lux; i;.�n��� " FENCE WILL BE THE RESPONSIBILITY OF THE OWNER OF/20 BARNES CIRCLE,ONCE THE Ri WArLt ESQ- ' ss,� - — I FENCE HAS BEEN INSTALLED(AND THE WARRANTY HAS EXPIRED). \ '/ 1705TMIG vECETAnaN NOTE: THIS PLAN HAS BEEN REDUCED FROM I ■� I L�asn..VEGETATION 20 CHL""° ° s, r - - ----- � A \ / To REMAIN As Is THE ORIGINAL. THE ACTUAL SCALE OF THIS O ,A° TO REMAN AS IS s m _ E651M/G PLAN IS 1 40' bEffTAT1011 TD REMAIN AS IS `Y'a. OPP 2p-IIM,E ALOINS, .STI -..y �_ _-OM , �1 \ ,Av EILSIN6 11EAS IS ON W WYU,As Is CD �eARs, 6" 01ISM 0 VEWTA"10 RE IM ASB ! .+ •.. _ \ #435 V r2r;Wi GET STIO4 F]aSTNG VE � I - #2 b \ c ' - ro REMAIN AS EWY s ' , ,, • � PARCEL A m. 1 \ y . ' .All , _ __- PVw.. z #6 L1-) I ,�n,� - STEPS= Fkv 1UUNU. -„00.11 .. 'OJ #4 ` Fo / I PRIVACY SCREEN: 2 NORWAY - ' ,s $����� BRICK p^� aI .'rss- ass ., #G r SPRUCE(OR EQUAL)8 TO %! r SET W al I10rFEET HIGH WHEN /j j�•• _,� u'r / \ \ 1#4 RANTED. FINAL LOCATION 0 BE FIELD DEfER1Wlm 'r '- 9n6IBASED ON FINAL GRADES AND / - PORCHPLACEMENT OF STONEWALL(S)AND ERISTIVE(ETATKMITo BEPRESERVED. O. nERs zj01 J _ - s I I � 403 - `� � •� N , # Y r. .e A y \ s / --_ \ s6...'s>�_ _� �.=—I-- --1- �r '--- ---H--� \ -T� i �• _•�" _ `i J . _ I QO I \•XT PSNO VV - _vr--` BRICK PAVERS - - - �W PS/VDS vevro aurcwG un a 2V r \1\1 I / SET W SAND y - i I #4 m I I' - _ 1 Ponca \ I ---------- #7 I z- J\ Pis ' PAYED _ it PORCH - � w� #9 ' PAno PA i ----- CD °*Oa NUT -rsz J a+a ,z --- o I - -- a �O N p.. - _�� - •: . . . . _. _. - -EIOSIM°CaMrIE cvTTD,RA,r ar YTa,HN s NEW HANDICAP RAMP(TDP). m �QOg E65M6 &TYPE T _ � COMPLY WITH ADA STANDARDS 9 (MATCH QtA0Y5 t TYPE GF` _ - __,:_.--- -.--_- - .:. __ ._. - - W.TE„E 'v EIMSIMIG YD ) V i w rz L'W PRIVACY SCREEN: 6 ARBORNTEA(OR EQUAL)6 TO 8-FEET HIGH WHEN PLANTED. FINAL LOCATION TO BE YYl' k FIELD DETERMINED BASED ON FINAL GRADES AND srOc / 1 wYrz PLACEMENT REWI�TO WINSURE ROPER PLANTING w �FMHT aq k� e HIGHLAND AVENUE (ROUTE 107) NORTHBOUND Q Z r �Q MNIE aYr o 9'Z / "rz '� HIGHLAND AVENUE SOUTHBOUND 0 1 _ #440-450 Q — ----- #402 I r #396 --- — —_ — _ -- --------- — w E I % w #400 }" NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUmE, _ ENTRANCE TO THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL !� I AND EGRESS FROM ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. Q HIGHLAND PLAZA t'LANS NOT FOR CONSTRUCTION, PLANS FOR PER1[ITTING PURPOSES ONLY U DEPENDING LLI ON FINAL 250 WATT HIGH PRESSURE / TEAM: 3�y\NO SELECTION SODIUM,ANTIQUE LOOKING O EIGHT FIXTURE,DOWNWARD \, OANER�DEVEIAPER: DIRECTIONAL FINAL SELECTION / PAUL E'ERRACAMO 4 180YV,02 m 3 7/10/11 REVISED PER CITY ENGINEER a PEER REVIVER'S COMMENTS 1 BY OTHERS J ``7l' 419 HIGHLAND AVENUE,SALEM, MA 01970 CNIL a - (978)SIT/-9801 '� �HYt}]IEW�p " 2 7/19/11 REVISED PEN CITYS PEER REVEWER•S COIIIIEI7S 0 / N ATTORNEY: a, 2 AND STORYWATER MANAGEMENT TO EMPHASIZE DETENTION/ Z 1 6/21/11 REVISED PER MND COMMENTS SHOWING MODIFIED CURB WT QGEORGE ATONS STORAGE AND ro DE-E WHAS12E ENFILTRATKri J _/ RONAN.SEGAL. HARRINGTON STREET TREE SLOCATION/SHOWN ,978F,FEDERAL STREET. W 01970 NO. DATE DESCRIPTION ON(PLAN)3.5 GALIP R(Tw)WHEN PLANTED PER CITY REOAREIEITS ARCHITECT: / W LANDSCAPING NOTES HANDY GUNOASS CI BACK REINFORCED BARRY ASSOCIATES y RUBBER AHOSENDS `°CENTRAL STREET.SALEM.MA 01970 DEFINITIVE MOUNTING PER l TYIp STRANDS of/la 1. TREE TYPE TO BE APPROVED BY CITY(PLANNING DEPT)PRIOR ro PLANTING. LY78)744-1000 MANUFACTURER -4•}SQUARE UGIT POE w O1AGE TWISTED GUIDELINES _ DESIGNS FOR IIyy GINKM- STEEL WIRE MATERIAL TO CONFORM TO THE AN 100 MPH WIND 0 /,LIGHT BASE COVER O I C STS PLANT FOR NURSERY STOCK,MBLIS ED BY THE AMERICAN ASSOCIATION OF SCOTTT PAATTROWICZ,P.E. VELOCITY F PATROWICZ LAND DEVEIDPMEKT ENGINEERING � (PEN MANUFACTURER) Y z 2•SPRUCE POST NURSERYMEN,WG ALL PLANTS TO BE FULLY REPRESENTATM1E OF THEM NORMAL SPECIES - UNPAINTED ALL PLANT SHALL BE WEALTHY,WELL-FORMED,FREE FROM DISEASE AND DEFECTS•AND SUBDIVISION UNPAINTED Y MGH 14 BROWN STREET,SALEM, MA 01970 0 - 1•CHAMFER THREE REQUNRED PER TREE TAGGED WITH THEIR PROPER NAMES (9781 898-8400 0 v TREE WRAP TO C - FIRST BRANCH 3. PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS BEDS SHALL BE GRADED SO GAIL SMITH ILLS. LA N D S CA P I N G G �\r• 1 / /�'SURFACE TREATMENT PLANT AT SAYE DEPTH AS WAS AS TO NOT ALLOW RUNOFF(FROM THE PLANTING BED)TO BE DIRECTED VIA A STEEP NORTH SHORE SURVEY CORPORATION _ (SIE RAN) _ 3.6'f� PREVIOUSLY GROWN(OR W/IN SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING 11 BROWN STREET,SALIM,MA 01970 for U FINISHED GRADE F ONE INCH BELOW MAX) LOAM(CLEAR AND GRUB AS NECESSARY). REMOVE STONES SnCKS,PROTRUDING ROOTS, (978)744-4800 lTU9MC PVC CONDUIT(2'INN.) Y CEDAR SARK MULCH UNSUITABLE SOIL,PAVEMENT AND OTHER DEBRIS ALL PLANTING ems SHALL RECEIVE TRAFFIC ENGH'LSSR: 11 RESIDENTIAL LOTS O � � L�•L a� � Y CEDAR BARK MULCH Z' 4"WN.SCREENED LOAM AND YWN.BART(YULCi. GILES'p 3/4'qAM GALV. _y-.i /- SLOPE TO FORM 091 SLOPE TO FORM gSIH TD VAFIASSE kM ASSOCIATES.INC. STEEL ANCHOR gOl�(y) o '} CONTAIN WATER for O site of EMBEDDED FOOTING SUFE GRADE RAN FOR MOUND AROUND EDGE OF + UNTIE AND ROLL BACK BURLAP 4. EAN PLANT SHALL aE•WATERED-IN•TO REMOVE AIR GED PS TS. E LANDSCAPE SUITE 31ENOIAND BUSINESS CENTER DR. PIT TO CONTAIN WATER THE LANDSCAPE CONTRACTOR SHALL NOT RANT ANY DAMAGED PlJw1S THIS LANDSCAPE ANDOVER. MA 011310-10&6 #405—427 Highland Ave. GONGCONTRACTOR SHALL GUARANTEE PLAIT SURVIVAL FOR UP TO TWO YEARS AND REPLACE 4--, .4.': COMPACTED GRAVEL FROM TOP 1/3 OF ROOT BALL THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. 1978)474-8800 _ SURROUNDING FOOTING \ / \ \/\ MOUND AROUND EDGE O'PIT Salem, Massachusetts (n _ � •' CONCRETE FOOTING(PRECAST OR \ \\�\ \\•\\,�\,� 5. ONLY SLOW-RELEASE ORGANIC GRANULAR TYPE FERTILIZERS,LOW W NITROGEN APPROVAL UNDER SUBDIVISION I ONE CONTINUOUS POLAR)(4500 pd) CONTENT,SHALL BE USED WITHIN THE PROPERTY. Date: April 2D, 2011 W Irudir-_aE_ UMX AND ROLL°Aa`EMAP I I I FINISH GRADE(SEE PLAN FOR CONTROL LAA REQUIRED: FIRM STABLE 3/4-GROUND ROD FROM TOP 1/3 OF WGGT BALL `. 1 SURFACE TREATMENn PLDEN99-34 Scale: 1� = 20' Sheet 5 of 11 3`R mFT®B (IF REQUIRED BY TI '/ SALEM PLANNING BOARD fi'OAYEIER MOLE DUG 6. NON-ORGMIC(OR INORGANIC)PESTICIDES,HERBICIDES AMD FUNGICIDES SHALL NOT BE .Y ELECTRICIAN) _ BACKFILL MIXTURE USED WITHIN THE DESIGNATED DEP APPROVED GROUNDWATER PROTECTION ZONE I AREA. _ `•.• FGR ROOT BALL AND Land Owner, Paul Ferragamo NOTE •M1,T...:V:::.:.:�•• TAMPED BACKFILL MIXTURE :,•' ,•v •.4�• PROPER AMOUNT OF 419 Highland Avenue. Salem, MA 01970 (/) 1. FINAL LIGHTING TO BE DESIGNED BY ORERS THIS DETAIL 5 A Sl1G(fS110N OFA ..• .. : ORGANIC PESTICIDES.TH ES MERBICUDES AND FUNGICIDES MAY t£USED SUBJECT TO REVIEW AND BACffl1 MIX APPROVAL O"THE ROWIEY CONSERVATION COY11159011. FOR ACTUAL CONSTRUCTION)- FINAL LIGHTING DESIGN.SPECIFICATIONS.TYPE OF LIGHTPOLE NAT MIGHT BE FOR PERMITTING PURIPOSES LOOCATION.HEIGHT �. �` ��. �./\Y(AND NOT TAMPED BACKFILL MIXTURE BACKFILL LLOAM,25SS.MANURE! �7BA I z ws LDAP+aslc SAID+ WIDTH VARIES 7. ANY PLANTINGS UTILIZED N THE LANDSCAPING OF THIS PROJECT SHALL Nnl BE PATROIPICZ SHALL BE SPECIFIED BY OTHERS SUBJECT ro THE APPROVAL OF TOM BOARDS. _ KCL 25Z PEA TE INVASIVE PER THE PUBLISHED Y.I.P.A.G LIST OF PLAIT SPECIES DESIGNATED AS WVA9VE LAND DEVELOPMENT ENGINEERING (LIKELY INVASIVE OR POTENTIALLY INVASIVE)AS LISTED BY THE DEPT.AGRICULTURAL 2. THIS DETNL SHOWS A CHASE PRECAST CORP.PRODUCT NO.LPD-12 OR APPROVED SHRUB PLANTING DETAIL NOTE LOCATION TO BE DETERMINED IN THE FIELD BASED ON MINIMIZING CONFLICTS WITH FUTURE RESOURCES 14 Brown Street, Salem, MA 01970 Y EQUAL TREE ROOTS AND AS-BUILT UTILITIES FINAL PLANTING DEPTH TO BE ADJUSTED BASED ON Fw19ED (978) 836-6400 LIGHTPOLE DETAIL NORTH SHORE SORVSY CORPORATION TREE PLANTING DETAIL 14 Brawn Street, Salem, MA 01970 Not To Scale Not To Scale DATE: (978) 7M-4800 O U LOT #3 PARCEL A LOT #2 H.CIRVE 03 r LOT #4 LOT #6 eSMH/3 -� LOT #5 /y/j H.CURVE 02 / 1\ `\ .. I 1 LOT #1 ;" � ti I � _ _ - - -- �+76Jn ' i l S 7 ^ `, $ MAT nI EMTING 7- TO arrER cnA.E + 1 � LOT #7 •, � 1- _ 1= LOT X11 J 10 LOT # LOT #8 LOT #9 e CUR V E 41 CURVE LENGTH RA ANGELA CHORD DELTA PLAN T •'T a Cl 158.66 10000 IOL59 14253 90'51'16' ILLAl1N, C2 281.58 615-00 143-301 27913 2674'01' I C31 41183 200.001 24.531 4117013-5TI5• HORIZONTAL SCALE: 1" 20' v "`C",,OETMA \ GRAPHIC SCALE i 0 1. • C EI.SIWG IJO. ----__. G NAT S°I L � E epK moo ^ g1TlER(RAGE 1 ! '�x: L1 HIGHLAND ( � .�T> O A N _ � >R E (ROUTE 1071 7�� NOTE: THIS PLAN HAS BEEN REDUCED FROM / 1V ORTHBO U�B THE ORIGINAL. THE ACTUAL SCALE OF THIS C:) PLAN IS 1" = 40' (V (V 3 CHM VE1T11CM.CARVE EEMM CIL-17M SAFE 27111PrMs 313iR MWNCE m-11!W A-2AR U ELEVATION 1600 Y 4Z ELIEVATLI IBM N Z E p - ---- -- - ---- -_- ELEVATION 152-0 GL•�� --M \ FLIEVATOI 172E W FINISHED CENTERLINE ROAD PRfFI E - E77STMG GRADE(ALONG PROPOSED ROAD CENTERLINE) Cam \ [o ELEVATION 144.0 - I�/ PVC E]EV-148-04 PVT \ ^ ELIEVATOI ICY SAG VFRT1'ALL aim LENGTH N-100-00' U) �A A-BUR LL SEC H s136.0 ^ NR SN Elm ` w 178LF 8'5 O 1.0% FM M SUB TfRI(N,E[�� "I,.(E..,1 Q ON --- I ____ Vl SMHu QCT 1044 \` ELlEVA71R 1'd6.0 ELEVATION C] If�ll SMHi3 y ^ RIM-146.00 SEI to Il'A3y) y RIM=141-25 T x d�ei INV.=137.65(FY) ,A C l N(,.y / 62 �+ 114 n=135.77 ♦^ ^ ,3 Irl ^ INVat=137.55 i GAL z+2x P111 = INVat=135.57 4 r Y tT i . �I n SAS 111'X.QRS` QA-7.' ELEVATION 12M w A a \ - ..- I-H-1 �Ski ilk Y`� \---_ � - ELIEVATLI 12Y O t.L� 60LF 8 5 0 2.OL SMII M \ (2 RI =133-80 w PVC \ TO EG SMH/1 INV.=127.64 \ PVT I N H RIM=131.00 INV..t=127.44 J _ PVI 62 -3� v INV-126.24 # 3 ON c NVat=126.14 E r 2 .1 ry LTJ ELEVATION 120.0 ~� o� a g I A 1q n o ELEVATION 12U x Fw N o �> : <> 1 »� s� N5� y 2 n Z 6f 4 1 L ,` l l (3) ELEVATIONLIM qq ELEVATION 112.0 q C! TO Qu w w . • u u w wwwL w 0.00 0.50 1.00 1-50 u2M0 2+50 4.00 4-50 w 5hf 6+00 0 w W a w i F7i QH n H H ti H n w H n n In o ROAD PROiFILE A Q HORIZONTAL SCALE: 1" = 20' VERTICAL Ur VERTICAL SCALE: ]I" = 8' (GRAPHIC < HORIZONTAL GRAPIHIC SCALE SCALE ofm 1. m w w ( IN FEET) I IT LTJ 1 Inch-a fL (MND) E 1 rel-MI NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, (A NOTE: THIS PLAN HAS BEIEN REDUCED FROM THEREFORE THIS SITE CONTRACTOR SHALL ADJUST FINAL � THE ORIGINAL. THE ACTUAL SCALE �OFTHIJS ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. PLAN IS 1" = 40' PLANS NOT FOR CONSTRIUCTION, PLANS FOR PERMITTING PURPOSES ONLY w TEAM: OF Q q'WE RIGHT OF IMT OWNER/DEVELOPER: 3ENs+c o scorr IAN PAUL F'EHRACAMO .� IWnTowlcz 3 1 7/20/11 REVISED PER CITY ENGINEER a PEER REVELER'S COMMENTS 419 HIGHLAND AVENLE, SAUEM. NA 1119741 (]Yl a (978)9%7 9801 f�1Xs.�p " 2 1 7/19/11 REVISED PER CITYS PEER REVIEWER'S COMMENTS ATTORNEY: OT P 7 6/21/11 AND OR WATER MANAGEMENT PCOMMENTS, IOWING HA��DETFNNTTr// Z 3A'IME OAss SW(Raven sBEI Q - GEORGE STEINS STORAGE AND TO DE-EMPHASIZE E)ffILTRATION J RUNAN,SEGAL. TON ST sa FEDERAL REET,EET,SALEM, MA Dlmo NO. DA 7E DESCRIPTION PLANTED STREET TREE (978)744-0850%107 FLOWERING PEAR(TYPICAL)Q 1I1 ARCHITECT:F�" (SEE DETAIL) 7/f < HARRY Y 3 GUNDS W;NDERSEN ASSOCIATES CU CENTRAL STRUT,,SAL".IIA 0I670 M> T sr0 87"-1 000 nv>�e DEFINITIVE 3.5 1�E OP"711E \tel /- 1 SCOTT PATROVIC2. P.E. ( ,978)�`STREET,SALEM,MA e E P °�°EE�NG SUBDIVISION GRASSED _ _ s O '� 400 STORMW TERt-TR QUTO ALITY 4 � SURVEYOR: ROAD PROFILE & CROSS SECTIO N 1.0'OT.(X]NG BASE FOR fJ( S ALE INTO THE 1.0'BR.CONIC.BASE COURSE TYPE 1-1 CRUSHED STONE BED COURSE TYPE 1-1 GAIL SMITH,ILLS- 3 THEREBY DETAINING RUNOFF NORTH SHORE SURVEY CORPORATION 31 MAX �1 1.5'BIT.CONIC.BASE (SEE DETAIL) uP RT.COMIC.FLASH COURSE TYPE 1-1 1ST BIT.CONC,BASE 14 BROWN STREET,SALEN.MA 01970 for UPITCH COURSE TYPE I-1 4'LOAM a SEED N.r BR CON.BASE COURSE TYPE I-1 COURSE TYPE 1-1 (978)744-4800 E MEEr 3 _ 11 RESIDENTIAL LOTS 3 D05TM6 I I I Y -lI4 SFT' N�f jF7 y _a- a 1 3:1 MAXPITCH TRAFFIC ENGINEER: ° a IIIII IIIII r` III EA hM for v site (it MEET YANASSNGASSOCIATES,INC. 7 DOSTING 10 NE LAND BUSINESS CENTER DR Q O . GRADE SUITE 4 #405-427 Highland 0ANDOVER, OIBIO-106Q% Ow -0 I (976)474-9800 oI li112-MIN.COMPACTED }O = T= (TWO LIFTS SLOPE GRAEDGING(scESalemMassachusetts B-MINCOMPACID - BOTH SIDES OF ROADWAY 8MIN.COMPACTED NOTES VDole: April 20, 2011 GRAVEL BASE W -111 1 j GRAVEL BASE I.ETOSTING CONDITIONS,TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE CONTROL LAZY REQUIRED: PLDE#99-34 Sc le: 1" = 20' Sheet 6 of 11 cLINEGAS °°° 12"DRAIN O SURVEY CORP.,FEBRUARY,2000. SALEM PLANNING BOARD " YCRUSIED sraNE(NOT 2'"A's) /Um J w 2_ THIS PLAN IS NTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION Land Owner. Paul Ferragamo 0) 10M< Y 10'SEPARA;.,)N(SEE DETAIL) OF THE PROPOSED INPROVID"TS SHOWN ON TINS PLAN. THE ACTUAL CONSTRICTION PERMIT FOR SAID UTILITIES 419 Highland Avenue, Salem, VA 01970 W DEPTH DETERMINED 70 STALL BE ISSUED TO THE SITE CONTRACTOR(CITY LICENSED DRAIN LAYER} OTHER UTILITY LINES NOT PROPOSED AS PATRO�ICZ Br UTILITY COMPANIES 8'wATER UTLITY 1'OYPAHIES SHALL SHOWN ON THIS PLAN.REQUIRE THEIR OWN SEPARATE APPROVALS � MAIN MAIN CDI PVC S7R35 3. AS PMT OF CONSTRUCTION,THE SITE CONTRACTOR MAY WANT TO MAKE FIELD MJIISTMENTS BASED ON ACTUAL LAND DEVELOPMENT ENGINEERING In FIELD CIRCUMSTANCES(AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COLPLY WITH LOCAL/STATE 14 Brown Street, Salem, U C BULLING CODES,MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSIRUCIION). ANY ORANGES TO (978) 836-6400 ROADCROSS-SECTION FOR A MINOR RESIDENTIAL STREET (SALEM THIS PUN ARE TME RESPOINSIBIITY(AND LIABILITY)OF TME CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT F� NOR= SHORE SURM CORPORATION E APPROVAL SH NL AUTOMATICALLY NULL AND VOID ALL(ERTUCATIONS ON THIS MAIN AND ACCOMPANYING DOCUMENTS 14 D(OWD Street, Salem, MA 01970 3 Not To Scole PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANCES MADE WITHOUT PLDE APPROVAL. DATE: U (978) 744-4800 O il0 U MOItANTPUMPE - tt3VM SITE PLAN NOTES FACES CONNECTION (IM/ICPK STANDARD) - FACES ROAD UNDISTURBED ��,T�� UNDISTURBED SHORT-TERM PLANNED BREAKAWAY FLANGE EXISTING PAVEMENT' EXISTING PAVEMENT ,-MIN.BIT.CONC. DEMOLITION * FINISHED GRADE WSURFAaNc ALL DEIGUTTON OF STRUCTURES,UTILITY UNES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS SEDIMENTATION & EROSION CONTROL MEASURES PAVED m SG L )W.2T UR LAD w z is EAq+> PROPOSED SITE UTILITIES a DOST14G TOP THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY OTHERS AND SHALL BE CONSTRUCTED PER THE MOST (DURING CONSTRUCTION) ,. I ,-i SELECT IN COURSE _ DITSTING RECENT LOCK AND STATE BUILDING CODES. 4V-W 12"MAX UFTS �m (PLT FEDERAL NPDES CONSTRUCTION RELATED REQUIREMENTS AND DEP'S STORMWATER MANAGEMENT POLICY vG%LAE Y) J IIID MRaiD �o _ COURSE THESE PLANS DO NOT SHOW ALL UTILITY LINES(ANO/OR UNDERGROUND CONDLKTS)SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS .THE F(XLOWING RE(%XRED IIEIVSIRES 91ALL BE PE7E(%a1ED DUPoNG COIS1fil1CTO1 TO CONTROL SED9ENTAMII AND EROSI011. THE FOLOMNG YEASl1RES HAVE BED/PREPARED IN THRUST BLOCKf F NO STONES OVER 2" APPLY OF EXISTING INOE DOES D UT LITYERTI Lw ES SHOWN AL ON PLµNTE OSTING OW11E BASTE ON TIE BEST AVA IRK, WFOITE CON GIVERACTI TO PUDE AT TFE 191E F THE PVERIFY OC IO ACCORDANCE WITH THE ENVRONMENTAL PROTECTION AGENICYS(EPA's)NATIONAL POLLUTANT W"ARGE EJYiATION SYSTEM(NPDFS)GENERAL PERMIT PROGRAM FOR S70RYWATERa'MATER MAI '� TAC(COAT ON THIS PLAN. PLOE DOES NOT CERTIFY THIEL PHYSICAL CONDITION O EXISTING UTI111ES PRIOR TOµY SITE MIRK.THE SITE CONTRACTOR SHALL NO7Il'CIC-SAFEµ0 VE7bFY LOG710N5 I `IDISCGARGS FROM C(INSTRUCTION SITE$(AS LAST REVISED TO TAI(E EFFECT OCTOBER 31, 1998. THE FOLLDIING SEDIMEIITATION AND EROSION CONTROLS SHALL SE FNPLOYED TD WNINZE I Tiw15T BLOCIG � SAWI:D ED(E5 OF ALL UTILITY LINES WITHIN THE PROJECT AREA PLDE ASSUMES NO RESPONSIBILITY(OR LIABI ITY)FCR ANY BROKEN(OR DAMAGED)UTILITY LINES BEFORE,DURNG OR FOLLOWING SITE ) SA18"TEE _ :L ffAgWG 8 50 Fr 18•GRAVE SUBBASE ���LLL6EXCAVATION/CONSTRUCTION. EROSION(AND FRES PORTSHAL OF SEDMIDIT)DOWN(AND PRNXENT MA ABUTTING CITY CONST DURING THE EARTHWORK AND CONSTRUCTION PHASES O THE PRQECT. THE FOLL0IING ER(790N tiLDONOT BLOCXDRAW HOLES COMPACTEDfTBxCONTROL MEASURES SHALL D EMPLOYED(AND PROPERLY MAINTAINED DURING CONSTRUCTION}. WX M1.010TYPE BTRENCH MOTH ANY AND ALL CONSTRUCTION MATERIALS,METHODS FOR INSTALLATION AND DEMOLITIONS SHNl COMPLY WITH ALL LOCK AND STATE PERMITS,LOCAL AND STATE BUILDING CODES,CITY ,8"i18•>e6•POIIRED COMC NO STONES OVER 3•DIA I-- PUBIJC WORKS DRAIN DYERS YAIVl1AL CITY DPW/ENpNEERING DEPT.SPE(CFICAT10115 AND COMETIO/S PASS MKHWAY DEPT.SPE(CFICATI(NS,AND GOOD ENpNERHG/CONSTRUCTOM 1. STRAW wATn Fc TO 4IIWZE SHEET EROSION STRAW WATTLES WILL CE PLACED TO TRAP SEDIMENT TRANSP(N7ED BY RI/NOFF BEFORE IT REACHES THE EXISTING DRAINAG SYSTEM OR -IIIS"uHPRACTICES FOR SOIJD/PERMANENT MID AESTHETICALLY PLEASING CONSTRUCTION. FINK LOCATIONS AND INSTALLATION OF ANY NEW(OR REPAIRED)UTILITY UNES ARE S1B,ECT TO THE LEAVES THE CONSTRUCTION SITE WATTLES(8 TO 10-WCH DIAMETER TUBES MADE OF STRAW WRAPPED IN 13LAC(PASTIC NETTING)MILL BE SET AT LEAST FOUR(4)INCHES INTO THE IEOL I JBASE FOR SUPPORT SUITABLEAPPROVAL FROM THE CITY. EXISTING GROUND TO M041WZE UNDERCUTTING BY RUNOFF. WATTLES SHNl BE PLACID ON ANY DISTURBED SLOPE(THAT WILL REMAIN UN-ALTERED FOR MORE THAN SEVEN DAYS). .OR -I: - CRUSHED STONE OR PEASTO/E - CO,ABLEWATTES SHALL BE ICED EVERY 20-FEET DOWN SLOPE,SO THAT THE WATERSHED FOR EACH WATTLE LINE IS ONLY 20-FEET WIDE. WATTLES SMALL BE INSTALIID PERPENDICULAR TO (YIN.1 CU.ONE BACKFILL IF EXISTING UTILITY SERVICES(AND/OR MAINS)ARE TO BE USED,CONTRACTOR SHALL WS1RE THAT THEY ARE IN GOOD WORKING ORDER. WATER FLOW. THE WATTILS SHALL BE PACTED STAKED WITH WOODEN POSTS(E5-INCH SQUARE)4-FEET ON CENTER {WN' I C - _ SEE TRENCH _ 15VIIN. DETAIL THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH(PER WHO SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT)AS REWIRED. M SILT FENCING. USE A ULT FENCE(DETAIL SHOVIDE PROTECTION ON IPLAN)AT THE ROSION AND TH PROPERTY TWE(KONG THE FF-SIT. AVENUE SUFE CEB THIS SEW-PERMEABLE BATHE -_ 6.5'YW. _ > MADE DF SYNTHETIC PORINS FABRICN04ES MILL PROVDE UPRHVA TO YAWNS EROSION AND THE RESULTANT PART(MAXIM OFF-STEW THE SILT FENCE BARRIER SHALL BE DUG INTO THE NOTE PERMANENT PAVEMENT PATCH SMALL FULLY COMPLY WITH WHO SPECIFICATIONS THESE PLANS ARE INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTWTY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN. THE ACTUAL GROUND AT LEAST FOUR(4)Wtl1ES AND�HEED UPRIGHT WITH WOODEN STAKES SPACED TEN(10)FEET APART(MAXIMUM). THE WALL SPOIL PIIS SHALL BE PLACED ON THE 14.70 20 TMP. -z CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR(CITY UC04SO DRAIN LAYER). OTHER UTILITY LINES NOT SHOWN ON THESE PLANS,REWIRE THEIR UP-GRADIENT SIDE OF THE SILT FENCE' THE WOODEN STARS 1.5-INCH SQUARE)SHALL.BE DRIVEN INTO THE GROUND AT LEAST EIGHT(B)INCHES THE SILT FENCE SHALL BE FIRMLY OWN SEPARATE APPROVALS MHD PERMANENT PAVEMENT PATCH HELD TO THE WOODEN STAKE WITH MANY CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE THE SILT FENCES AND HAY BALE BARRIERS WILL BE REPLACED AS DETERMINED By NO7FS: PERIODIC FIELD INSPECTIONS. 1.HYDRANT NOZZLES SHALL SE SET AT A STANDARD HEIGHT MOVE FINISHED TRADE 2.CONSTRUCTION OF GATES AND HYDRANTS SHALL BE IN ACCORDANCE WITH AWWA Not To Sc,-,, THE SITE UTILITIES GALE EACH STALL CE CITY(TOWN) ERECTLY WITH THE CITY(TOWN)DPW AND/OR CITY(TOWN)ENGINEERING DEPT.FOR INSPECTIONAL SEAS FOR THE SITE CONTRACTOR I CATCH BASH PROTECTION: NEWLY CONSTRUCTED AND DaSTWG CATCH BASINS WALL BE PROTECTED WITH HAY BALE BARRIERS(WHERE APPROPRIATE)AND/OR SILT SACKS THROUGHOUT CSCO--71 AND AWWA C502-64 RESPECTIVELY.'EARL •GATES(OPEN RIGHT),"0" SHALL COORDINATE WILL EAC/RESPECTIVE CITY(TOWN)DEPT FOR REQUIRED APPROVALS AND PERFORIN REWIRED TESTING PER CITY(TOWN)SPECIFICATIONS FOR THE USE O LAGH PROPOSED U71UTY ON-LINE CONSTRUCTION. RINGS,"DARLING" HI HYDRANTS WITH 6• R BASE AND EN 5•VALVE(1PE711NG5(OP RIGHT)WITH TWO 25"FOSE CONVECTIONS ON A 4.5"STEAMIER CONNECTION"DARLING" TYPE D-5m,"OLM7(FIX"HYDRANT SHALL BE USED. PRIOR TO WORKING((N-UTE AND/(R INSIDE THE ROAD RIGHT O MAY), THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR 4. GRAVEL AND COMS7RUCTI(W ENTRANCE/DOT A TEMPORARY ENTRANCE/DOT WILL BE CONSTRUCTED OFA 9%(6)INCH THUG((MINIMUM)BED OF 2 TO 3-INCH WASHED CRUSTED STONE SHALL CONTACT DIC-SAFE O 1-888-344-7217 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR ECAVATION WORK. PLACED AT A Zx GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. A CROSS-SLOPE WILL BE PLACE LINW THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BA5IN HYDRANT INSTALLATION DETAIL %LET OR TEMPORARY SETTLING AREA O IF DEEMED NECESSARY.AFTER CONSTRUCTION BEGINS,A WASH PAD MAY BE INCLUDED TO WASH F VEICLE WHEELS BEFORE LEAVING THE AS PART O CONSTRUCTION.NSTPoICTCONSTRUCTION.N,THE SITE CONTRACTOR WAY WANT TO MAKE FEND ADJUSTMENTS BASE ON PROJECT SITE ACTUAL FIELD CIRCUMSTANCES(AND/(N TO RECTIFY ANY DESIGN DISCREPANCIES 1N r LOAM MO SEED ORDER TO COMPLY WITH LOCAL/STATE BOLDING CODES MID SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE S. _C1AtltlEl$: EVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION/AREAS AND DISCHARGE TO EITHER SEGMENTATION BASINS OR PROTECTED CATCH O RESPONSOUTY(AND LIABILITY)OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AIJTOMATWAIY NULL AND YOD ALL Cr RTWCATTONS ON THIS PLAN AND BASIN INLETS ACCOMPANYING DOCWENTS PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANGES MADE WITHOUT RDE APPROVAL 6. TEMPORARY SIWENT BASINS DURING CONSTRUCTION.TEMPORARY SEDIMENT BASINS MRL BE INSTALLED EITHER AS EXCAVATIONS OR BFRMED STORMWATER DETENTION STRUCTURES am COMM WATER 2VICES(FIRE AND DOL TIC} THE SITE CONTRACTOR SIAM LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION. ANY WATER LINE CONSTRUCTION DEPENDING ON THE GRADES. THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME TO ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO i�E COURSE SHALL COMPLY WITH THE CITY DPW,FIRE DEPT..WATER DEPT.AND ENGINEERING DEPT.SPECIFICATIONS A MEP ENGINEER SHALL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE GN THE DOM-GRADIENT SIDE OF THE TEMPORARY O �� q WATER UNES A MEP 04GW DR SHALL DESIGN THE WATER DISTRIBUTION SYSTEM MEETING ALL APPLICABLE CODES THAT WATER ONES SHOWN ON THIS PLAN ARE APPROXIMATE. FINK SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SMALL BE STABILIZED TO MINIMIZE EROSION OFF-SITE. THESE BASINS SHALL BE LOCATED BASED ON a9MAl O LOCATION OF HYDRANTS(OR PIV VALVES)SHALL BE SPECIFIED BY THE CITY FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER PIPES IS 5-FEET. REFER TO WATER TRENCH DETAIL CONSTRUCTION NEEDS AS DETERYWHED BY THE UTE CONTRACTOR. FOR PIPE SIZES AND YATEPoAL TYPES. 7. VEGETATIVE S_OPF STABILIZATION: STABILIZATION OF OPEN SOL SURFACES WILL IN L BE IMPLEMENTED WITHFOURTEEN(14)DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE 1.5"S0.WOOD POST 10'TO 4'O.C.OR 0 f c ccnVIrr. THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION.FINK LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON TEMPORARILY OR PERMANENTLY CEASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STABILIZATION MALL BE USED TO MINIMIZE EROSION ON SIM EEBAR POSTS SET 10 APART GAS COMPANY,100 COMMERCIAL STREET,MALDEN.MA 02148,CONTACT: COLLEEN LOVE(617)723-5512 EXT.6334. DOPES OF 11(H:V)OR FLATTER. ANNUAL GRASSES(SUCH AS ANNUAL RYE CRASS)WILL BE USED TO ENSURE RAPID GERMINATION AND PRODUCTION OF ROOTMMASS. PERMANENT WRAP ATTALT9EtFT - GRAVEL CORD AROUND IIA�RA�f1L4WIfE `' (� GRAVEL OMPACT STABIUZATIO/WILL SE COYPLEIED WIm PLANTING O PERENNIAL GRASSES OR LEGUMES. ESTABUS HENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY POST TINGE (SIE PIAN) U BEHIND O SEWAGE DISoOS6L 5,aUk; INSTALL A NEW MAIN SEVER LINE AS SHOWN ON THESE PLANS MAIN SEWER LINES SHALL BE B"MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF HYDRO SEEDING OR SODOHG. A SUITABLE LOAM TOPSOIL GOOD SEEDBED PREPARATION,AND ADEQUATE LW_FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF � 8 GRANITE 0.BX(SELF-CLEANING VELOCTY: 25 FEET PER SECOND)UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR THESE VEGETATIVE STABILIZATION METHODS. A EIGHT(POROUS)SPREAD OF HAY MULCH WILL ALSO BE USED ITER PERMANENT SEEDING TO PROTECT SOL FROM IMPACT OF FAILING RAIN FINISHED DOW GRADIENT V NK EDGESTONE TO ORDERING ANY STRUCTURES,MANHOLES, TAS.PUMPS,RIMS,PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER. GRAS S 70 10, ERAIIO O •� �.�. NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH(AND/OR SOLID FOUNDATION)PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEVIR MANHOLE 8. CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK MILL COMMENCE AFTER ALL PERMITS ARE IN HAND(INCLUDING PLANNING BOARD SUBDIVISION AND DRAINAGE �j�, MAR�FA�� p AREA O O STRUCTURES STALL NOT SE ALLOWED TO SETTLE. STRUCTURES INSTALLED(N UNSUITABLE MATERIAL(WITHOUT A PROPER FOUNDATION AND/OR TILES)BULL BE DEEMED UNACCEPTABLE ALTERATION PERMIT FROM THE CITY ENGINEER). AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE CITY ENGINEER,EARTHWORK WILL BEGIN TO MOVE gam_ �_n IC IiW1,E (V AND SHALL BE THE RESPONSIBIITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. EXISTING SOIL MATERIAL AND BLAST WEDGED. TEMPORARY SEDIMENT BASINS SHALL BE MAINTAINED TFROUG H THE EARTHWORK STAGE OF TINE PROJECT TO CATCH SEDIMENT BEFORE IT /� � COMPACTED 41t1AIE1 Q O' 'III_GRAM WOE FLOWS OF-SITE ONCE THE GENERAL GRADES OF THE LAND HAVE BEEN ESTABLISHED,THEN THE ROAD SUB-BASE AND BUILDING PADS CAN BE SET. THEN.THE UTILITIES WITHIN THE n _ THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY NTHH THE SAME TRENCH AS THE NEW UTILITY UNE(S). COSTING SEVER MANHOLES TD BE DEMOLISHED ROAD IS CONSTRUCTED,PERMANENT DRAINAGE CONTRAS ARE PUT W PLACE- BACKFILL W ACCORDANCE MTH GEOTECHNICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION. ���. [] ( ) TWIN FINK GRADING,THEN PAVEMENT,THEN LOAM AND SEED ALL DISTURBED AREAS WITH HYDROS®. /\. \/\P P z �¢ O O v _O -IIF I SHALL BE PUMPED OUT.CRUSHED AND BACK FILLED WITH LEAN SAND. PROPER COYPAC71C11 W 12-NCI LIFTS IS REWIRED IN ORDER ro REDUCE SETTLING IN THE PROXIMITY O THE OLD ���\ ? I� DEMOLISHED MANHOLE STRUCTURE. 10. MAwTD1ANCE O ER09OI1 COM7ROc. THE SITE COI/TRACTOR WILL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THESE PLANS DURING CONSTRUCTION,THE BURY FABRIC E LIN. - - C�OPApC®FRY,'. I I-I I I ALL SEYIER SERVICE LATERALS SHALL BE 6•MWAMUM DIAMTER PVC SDR-35 WITH A MINIMUM SLOPE OF EOK(SELF-CLEANING VELOCITY; 25 FEET PER SECOND)UNLESS OTHERWISE NOTED. ON-SITE CONTRACTOR WILL WSEECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES ME CLY AND AFTER EACH RAINFALL EVENT. RECORDS O INSPECTIONS WILL BE PREPARED AND W(RO NID DO NOT I I I-CT SE I=I I�i I MAINTAINED ON-SITE BY THE SITE CONTRACTOR SET SMALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN FOUR(4)HOES DEEP,OR AS NEEDED.DAMAGED OR PUT SPOIL ON WEILMD DETERIORATED EROSION CONTROL DEVISES WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION.SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY SDE OF FENCE �� STORY ORNNA(A SYSTEM: INSTALL NEW CATCH EARNS,DRAIN MANHOLES AND TRENCH PIPES AS SHOWN(IN THESE PLANS H ACCORDANCE MIT CITYSPECIFICATIONS.DRAWLTOTHE DRAINAGE DISPOSED OF(IFF-SITE SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STIED HAY BALES THE CITY ENGINEER SHALL APPROVE THE STABILIZED EARTH PRIOR TO I.TES-- EDGESTONES PER YDPW 119.04.2 TYPE SB PIPES TYPE STALL O BASED ON THE DEPTH O EARTH COVER. SEE DRAINAGE TREIMIM DETAIS AND PLAN. THE SITE CONTRACTOR SHALL Sl1BW7 SHOP DRAWINGS r0 71,E DF51(W THE REMOVAL OF EROSION CONTROLS. NOTE CONTRACTOR TO INSTALL TEMPORARY SET FENCE EROSION CONTROL(LIMIT OF NONE) G YW. THICKNESS,12•MW. PWWIDW.0 FACE U ENGINEER FOR APPROVAL PRIOR TO ORDERING ABLY STRUCTURES,MANHOLES.TANKS,PUMPS.RIMS,PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. O AS SHOWN AOR E AND RAVE A ON-SI ED BY THE CONSERVATION COMMISSION PRIOR TOµY 2 AL SLOPED GRANITE EDGING SHALL BE LAD AT EXCAVATION OR EARTH REMOVAL ON-SITE TV NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH(ANO/(R A SOLD FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENpNE1R). CATCH 'GU BASIN AND DRAINAGE MANHOLE STRUCTURES SMALL NOT BE ALLOWED TO SETTLE STRUCTURES INSTALLED ON UNSUITABLE MATERIAL(WITHOUT THE PROPER FOUNDATION/PILE)SHALL BE LONG-TERM INSPECTION, OPERATION & MAINTENANCE NOTE CONTRACTOR IS RESPONSIBLE FOR WSURWG EROSION CONTROL IS PROPERLY THE SAME ANGEL THROUGHOUT THE ENTRE PROJECT DEEMED UNACCEPTABLE AND SHALL BE THE RESEONSNBILITY OF 111E SITE CONTRACTOR TO REPAIR OR REPLACE. MAINTAINED AT ALL TIME w ACCORDANCE WITH THE ODER OF CONDITIONS(VETLANDS PERMIT) SLOPED GRANITE EDGING Oz (POST-CONSTRUCTION) REQUIREMENTS AND IN G0OD OPERATING CONDITION EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED. THE SITE CONTRACTOR STRUCTURES OBTAIN ALL PERMITS PRIOR r0 THE TUNES. U S NEW DRAINAGE LINES AND ALL BE RES THE SITE CONTRACTOR SHAM CLEAN AND REPAIR(IF SILT FENCE DETAIL (SGE) CURBING REWIRED)EXISTING STRUCTHRES IN ORDER TO INSTALL NEW DRAIN UNES. SUMPS O EXISTING STRUCTURES SMALL BE CLEANED F'PoOR TO ANY MORN. SUMPS O NEW AND EXISTING (n STRUCTURES SHALL BE LEANED FOLLOWING COMPLETION OF SITE MORN. THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND MAINTENANCE FLAN(IN ACCORDANCE WITH DEP STORMWATER MANAGEMENT STANDARD/9). THE F010WING OPERATION h.MAINTENANCE PLAN IS TO BE PERFORMED BY A LEGALLY Noe To Sc Ie THE SITE CONTRACTOR SHALL OVERBLAST A MINIMUM OF 36-INCHES BEYOND THE CRUSHED STONE FOR AL LEACHING STRUCTURES,DETENTICN BASINS AND WATER QUALITY GRASSED ESTABLISHED HOMEOWNER'S ASSOCIATION. Q SWALES(WITH CRUSHED STONE BOTTOMS). m ERAINAG SYSTEM(OPERATION ANO YUNTINAN N; A HOMEOWNER'S ASSOCIATION SHALL MAINTAIN All DRAINAGE STRUCTURES INCLUDING CATCH BASINS,DRAIN MANHOLES,LEACHING THE HOMEOWNER'S ASSOCIATION SHAT PERFORM REGULAR MAINTENANCE ON THE STE AND AL STORMWATER CONTROLS YNCLUDING: BASINS AND WLTEC UNDERGROUND STORAGE SYSTEMS BY INSPECTING THEM 4 TIMES PER YEAR AND REMOVING(CLEANING OUT WITH A VACUUM TRUCK)SILT/DEBRIS A MINIMUM O TWO (A)QUARTERLY PAVEMENT SWEEPIING(AT THE END OF EACH SEASON), (n TIMES PER YEAR(W EARLY SPRING AND LATE FAL). LL FlFCTR!G'AI SERVICE FINAL LOCATION,SIZE,DEPTH AND TYPE(7F MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY,170 YEDF(1RD STREET,WALDEN.MA (B)QUARTERLY TRASH REMOVAL FROM THE PREMISES, L)-) 02148-73&4.CONTACT: DµCAMERON(781)388-5387. (C)SOMI-ANNUAL CLEANING G CATCH BASINS,AREA DRAINS(NSDE EACH INDIVIDUAL LOT),LEACHING BASINS(WITHIN GNAW GSFUENIT AND PARCEL A),LEACHING BASINS ON LOTS 1,2,3 h 5 AND ALL DRAIN MANHOLES PROPERLY DISPOSING SILT,SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CON-TRACTOR WITH A VACUUM TRUCK(TO OCCUR LATE FAIL AND FINAL LACATION,SIZE,DEPTH AND TYPE O YATEPoNS ARE TO SE SPECIFIED BY BELL ATLANTIC,459 MAIN STREET,SAUOUS,MA 0902•CONTACT: ENO IMBERCANO EARLY SPRING) O (617)381-6403. N EIBLdLABY: FINK LOCATION,SIZEDEPTH AND TYPE CE MATERIALS ARE TO BE SPECIFIED BY ITERS. ER CEL(D)MONTHLY MOWING OF THE GRASSED SWAGES(WATER WAUTY SWALES),AND TWO LARGE DETENTION BASINS(DRAINAGE EASEMENT ON LOT 11 AND PARA), � , O (E) SEMI-AHIGLEANING WSPECTON(AND FANING OF SEWON T.SEDIMENT)OF TWO MAIN LTEC UNITS(ADJACENT TO THE TWO LARGE DETENTION BASINS). ROAD PA M NT ANY LISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF H ACCORDANCE WITH CITY REGULATIONS O THE PROPOSED PAVEMENT CROSS SECTION FOR THE ROAD SHALL CONSIST OF 1.5-INCH(MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)MEARNG COURSE ON TOP OF 2.5-INCHES(MINIMUM) BITUMINOUS CONCRETE(TYPE 1-A)BINDER COURSE ON TOP OF 12'.-INCHES OF ROAD GRAVEL BASE(DENSELY GRADED GRAVEL: WHO M1.03.0 TYPE C.NO STONES OVER 2-INCHES DIAMETER COMPACTED IN TWO LIFTS MINIMUM TO 95%)ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY WHO AND CITY SPECIFICATIONS. 5 F��GRADE HEAVY DUTY FRAMEµD COVER HAYING CURBING S EDGING r����� MINIMUM INSIDE CLEARANCE OF 24• THE CURBING SHALL C DOPED GRANITE EDGINGO(SGE) O SPEC UAR ON ANDS FUNS ANY CURBING INSTALLED WITHIN THE CITY DEP. WAY(HIGHLAND AVENUE)GING BE VERTICAL �/�LE BARON LT 105 TO BE LETTERED'SEWER" (P� GRANITE CURSING(VGC)AND MATCH THE SITE O THE EXISTING CU/RBINC AND SMALL CE INSTALLED PER CITY DPW AND ENGINEERING DEPT.REQUIREMENTS. WIZEN MATCHING THE NEW CURBING TO THE DaSTING CURBING, THE JOINT SINN BE FLUSH(NAND ON LINE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS 'i 24"DIAMETER O REWIRED. (3) i SIDEWALKS AND HANDRAILS CASTING TO BE SET ON AID COVERED (1J STm WITH FULL BED OF MORTAR THE PROPOSED PAVEMENT CROSS SECTION FOR THE SIDEWALK SIA91 CONSIST O 1.0-HCH(MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE GW LOP O 1.5-INCHESl" (MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)BINDER COURSE ON TOP OF 12-WGES OF ROAD GRAVEL BASE(DENSLY GRADED GRAVEL MID M1.010 TYPE C,NO STONES OVER 2-INCHES SEWER 5 COURSES MAX) YAW ® I RE-eAR ADJUST(RADE WITH COURSES O Q DIAMETER COMPACTED IN TWO LETS MINIMUM TO +� :.I. (TVP) BPotl(AND MORTAR(3 COURSES MW., 95)n ON TOP O SUITABLE 518501E AS SPECIEIED BY WHO AND CITY SPECIFICATIONS. PVC COl1PLYM. MIN.SLOPE-1/4"PER FT. g 'f. .0 MATCH NEW SIDEWALK TO EXISTING SDEWAL} WITH NO BUMP OR DIP.SAW WT EXISTING SIDEWALK FOR CLEAN EDGE. 1� - BITHWNOl15 WATERPROOFING COIIPOWD(TMP,) Z T C F o TWO COATS W BI PROOFIIN NO.2B HANDICAP RAMPS SHALL BE INSTALLED(AT i1GHLANO AVENUE)PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS HANDICAP RAMPS SHALL BE A ,I W�', TWO FACTORED IT THE KIPPERS CO.AND Q MINIMUM WIDTH O 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 8%WITH HANDRAILS(OR 5%WITHOUT HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN 6•PVC SERVICE RPE(SEWER LITERAL) \. APPLIED IN ACCORDANCE WITH THEIR CONSTRUCTING HANDICAP RAMPS IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY O THE SITE INSTRUCTIONS CONTRACTOR TO REPAIR OR REINSTALL 4a'PVC BEND(ROTATE AS REWIRED) V •'I' REINFORCING SUFFICIENT TO NTHSTAN3 H-20 LOADW RIP RAP PIC WYE BRANCH NTH 6•LEG - '� 5's� .� RIP RAP SHALL BE USED FOR SLOPES THAT EXCEED 2:1(H:V). RIP RAP SIAL BE PER WHO M2-O22(DUMPED RIP RAP). STONES SHALL NOT WEIGH MORE THAN 400-LOS EACH. RIP I. O RAP SHALL BE PLACID ON A 6-WCH CRUSHED STONE BED(WHO M201.4)ON TOP OF YIRM FABRIC(14ON OR EQUIVALENT),ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL PVC C(%1RJNC 1 MANHOLE 7D coNIEXDraI TO Asn SPEC-G-478 2 PLN la - -YolEs- f (4000 PSI MIN.COMPRESSIVE STRENGTH) Q STRUCTURAL FILL UNDER BUILDINGS AND/OR WALL FOUNDATIONS SEWER MAIN /SPECIFIED BY OTHERS(NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY 'i I o-RING GASKET JOINT(TMP,) fY STRUCTURAL FILL UNDER BUILDING SMALL BE DESIGNEDO-RWC RUBBERRUB TO ASSY EPEC C-(T V FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. NOTES 5•MIN 1.OR FOR SINCE CONNECTION t BUTYLS RESIN THE CONTRACTOR SHALL INSTAL(PER ARCHITECTS SPECIFICATIONS)AN EXCELLENT UNDERDRAN SYSTEM(AND FOUNDATION DRAIN SYSTEM)SO THAT THE GARAGE ROOR/BASEWENT IS NOT TO BE TOP O YNN AT BEND. xQ .I, 5"MIN DAMP AT ANY TIME. 2 SERVICE CONNECTION TRENCH SHALL x COMPLY IN ALL WAYS TO THE GENERAL e LUSPECIFICATIONS AND TYPICAL TRENCH .I- RUBBER BOOT CONFORMING TO ASTM LL STRUCTURAL FILL (SUB-BASE) UNDER PAVEMENT SECTIONS FOR SEWER MAINS .1 TABLE 239 _ - j SPEC.C-443 PROVIDING WATERTIGHT SEAL A SUITABLE SUB-BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12-NCI GRAVEL ROA)BASE. THIS SUB-BASE MATERIAL SHALL BE WHO M2.01.7(DENSE GRADED CRUSHED STONE FOR SHAPED WNCRETE HVERT E SUB-BASE)AND COMPACTED IN 6-INCH LOFTS TO 95X PRIOR TO INSTALLATION OF THIS STRUCTURAL FILL UNDER THE ROAD,ALL UNSUITABLE MATERIAL SHALL BE REMOVED,AND A 6"45'PVC BED Q/T55•A; r• O GE TEXTILE FABRIC SHALL BE PLACED UPON VRQN/COYPACTED/S EEABL-E(ROUND.FINAL SPECIFICATIONS BY OTHERS(NAMELY A REGISTERED GEOTECHNICAL ENGINEER).PLI E ASSUMES NO a'PIC(10 6'Pvc SERYKE PIPE ODLWL*4G CONCRETE. .I RESPONSIRWTY FOR MATERIALS OR COMSTRUOTION UNDERNEATH THE ROAD. (n STRUCTURAL ALL FORSIDES OF STORMWATER D NT10N BASINS ONE WYE ° ' I(g*� ) NOTE: THiS:P::�NNLY SERVES ASi AH GENERAL GUIDE. STRUCTURAL FILL FOR THE SIDES OF THE STORMWATER DETENTION BASINS SHALL BE SPECIFIED BY OTHERS(NAMELY A REGISTERED GEOTECHNICAL ENGINEER).PLDE ASSUMES NO BRANCH r- f~.. _ _ THEREFOREE CONTRACTOR: SAIPLWITH°" _ ELEVATIONSUIRED BASED EDN FIELD ACTUALTTIES. RESPOMSBILITY FOR MATERIALS OR CONSIRU�TIOM O THE DETETITIOI BASIS - W CRU ED LEG cS E SEWER TRENCHTONE DETAIL) r=T' III-III I H I H 1I � CRUSHED STONE I,-I�I I '!I I I I I' DDING () CRUSHED STONE USED FOR BEDDING UNDER STRUCTURES STALL BE WHO Y201.2 SEV R _ UTI_DTI I 1=III PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY W B"WN.DEPTH.3/4"CRUSHED STONE TEAM• STONE FOR PIPE ENDS MAIN S LIFDISR1Em WTf9111L WHO M2.. ' 3 (NOIE LEDGE IS LILY) O STONE FOR PIPE ENDS SHALL BE 5-FEET r 5-FEET LOCATED AT THE OUTFALL FOR EACH HEADWALL STONE FOR PIPE ENDS SHALL BE WHO M2023. STONE FOR PIPE ENDS SHALL BE CHIMNEY NVERT PER GEOTECHNICAL ENGINEER SPECIFICATIONS OAN$R/DEVELOPER: W PLACED ON A 6-INCH CRUSHED STONE BED(WHO M2.01.4)ON TOP'OF MIRAFI FABRIC(14ON OR EQUIVALENT)11� ,ON TOP OF SHAPED/GRADED/COMPACTED(ROUND. (ELEV-SEWN ON PLAN) PAUL FERRADEVSmrT IAN _ AMO NOTES s w mrnowY 3 7/20/11 REVISED PER C17Y ENGINEER a PEER FEVFNEErS COMMENTS RETAINING WALLS S-INV(FOR SEWER LATERAL) 419 IUGH1 D AVENUE.SALEM, MA 01970 o CIM il (ELEV.SHOWN ON RAN) 1..USE 48•WSDE DIAMETER MANHOLE FOR PIPES 24"OR LESS, (978)9n 9801 9w'Stl6Va 2 7/19/11 REVISED PER CITY'S PER REVIEWER'S COMMENTS 0 ALL RETNWNG wN1S(MOSTLY CONSTRUCTED OF IN-SITU BLASTED LEDGE)SHALL BE OE9G/ED/SPECIFIED BY OTHERS(NAMELY A REGSTEED STRIKTURAL AND/LER GEOIECHTICAL UD 60•INSIDE OAYE7FR MANHOLE FOR PIPES GREATER THAN 24• `c01 Q'� 1 8/21/11 REVISED PER WE COMMENTS.- 410MI/G IIOOFm CURB GUT Z ENGINEER)TO MEET ALL LOCAL.AND STATE BUILDING CODES THIS PLAN SHOWS APPROXIMATE LOCATIONS OF WALLS ONLY. PUDE DOES NOT CERTIFY WALLS OR FOUNDATIONS,THEREFORE PROFILE 2L STEP$ STEEL REINFORCED COPOLYMER ATTORNEY: µD STORIIWATER MANAGEMENT TO EMPHASIZE DETENTION/ ASSUMES NO RESPONSIBIUTY FOR THE RETAINING WALLS(MATERIALS,CONSTRUCTION.FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL PROFILES.DESIGN SPECIFICATIONS AND POLYPROPYLENE PER ASTM,LE BARON NO. GEORGE ATKINS STORAGE ALIO TO DE-EMPHASIZE OOITRATION Q CROSS-SECTIONS SIAL SE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GOIECHNICK ENGINEER AND THEN SCALL SE APPROVED BY THE CITY BUILDING INSPECTOR BUILDING SEWER LATERAL L715/R EGUAL RONAN,SEGAL, HARRINGTON PRIOR TO CTIONS S14ALL 3,TABLE AT 2/3 PIPE DIAMETER. 59 FEDERAL STREET,SALEM, IIA 01970 NO, DATE DESCRIPTION TION (9781 744-0350 X107 @ THE TOP G EACH RETAINING WALL SIAL CE AT LEAST 8"MM11ER THAN THE ADJA[FFIT FINISHED GRADE(W ETHER SDE G THE WALL(ANO TNER6(RE WILL ACT AS A CURB FOR CONNECTION DETAIL ARCH��: (� STORMWATER CONTROL). PROTECTIVE FENCING(PER BUILDING CODES)SHALL BE INSTALLED(ON UP-GRADIENT SIDE OF WALL OR ON TOP OF WALL)FOR ALL WALLS HIGHER THAN+-FEET PRE-CAST SEWER MANHOLE DETAIL BARRY GANDER: Q UNLESS SPECIFICALLY WAIVED BY THE CITY BUILDING INSPECTOR. SEN Not To Scale GUNDERSEN ASSOCIATES y WATER QUALITY GRASSED SWAGES do INFILTRATION BASINS FOR STORMWATER MANAGEMENT T CENTRAL 44-1 STREET,SALEM. IIA 01970 DEFINITIVE � SITE CONTRACTOR SHALL GRADE TENSE AREAS(SHOWN ON THESE BANS)TO TEMPORARILY CONTAIN RUNOFF WATER(SHAPED AS A SHALLOW BOWIE AND/(R SIVALE). THE INFILTRATION (978)7M-1000 EOc (DETENTION)BASIN BOTTOMS SHALL HAVE 4-WGHES OF LOAM ON TOP OF 2-NKCIES DEEP PEASTONE LAID ON TOP OF A 12-0401 DLP BED OF CRUSHED STONE(2-WCH EAYETFR LEAN SPPE $N(r,INSSR: CRUSHED STONE,NOTHING SMALLER,NOT 2"MWUS NO ORGANICS). THE BOTTOM AREA(SHOWN STIPPLED ON THESE PLANS)SHALL BE HYDROSEDED(WITH NO SHRUBS OR TREES PLANTED SCOTT WN S RE ET P.E. SUBDIVISION D WTHIN THE STIPPLED AREA. PLANTING OF SHRUBS AND TREES CAN OCCUR(F REQUIRED)AROUND THE EDGES OF THESE INFILTRATION BASINS(OUTSIDE OF THE STIPPLED AREAS), PATROIICL HAND DEVELOPMENT ENGINEERING G..) 14 BROWN STREET,SELF-M,MLA ENGINEERING 0 (978)838-8400 c FIELD HSURVEYOR- GAIL GAIL SM . SITE PLAN NOTES & DETAILS C NORTH SHORE SURVEY CORPORATION N U (l4 BROWN STREET,SALEM,W 01970 for WO)744-46W TRAFFIC ENGHIEER: 11 RESIDENTIAL LOTS GUES BANK.P.E. VANASSE t ASSOCIATES.INC. for a site (it 10 NEW ENGLAND BUSINESS CENTER DR S0 'I' ANDOVER MA 0IBI0-1066 #405-427 Highland Ave. O (976)474-8800 Salem, Massachusetts In In APPROVAL UNDER SUBDIVISION Date: April 20, 2011 CONTROL LAZY REQUIRED: SALEM PLANNING BOARD " sale: NTS Sheet 7 at n a) Land Owner. Paul Ferragamo U) 419 Highland Avenue, Salem, IEA 01970 PATROWICZ GTI LAND DEVEI.OPHENT ENGINEERING C 14 Brown Street, Salem, MA 01970 N (978) 836-6400 E NORTH SHORE SURVEY CORPORATION 0 14 Brown Street, Salem MA 01970 O DATE_- (978) 744-4800 U �- - I-CHAMFER12--A CROSS COUNTRY I• UNDER PAVEMENT _ GRASSED BOTTOM DEPRESSION TOR DESIGNED TO SLOW THE ST(IRNWATEN CROSS COUNTRY 4'IDAY AND S® RUNOFF AND ALLOW FOR 2"OEEPP PEASTONE LAYER 4•LOAM AND SEED UNDER PAVEMENT I OR SLWE SURFACING OR RESURFACING CROSS COUNTRY PROIEMM GROUNDWATER RECHARGE OR APPROVED SLOPE - AS REQ. UNDER PAVEMENT I 1 r I I I 4'LOAN AND SFID -SURFACING OR RESURFACING 4"LOAM AND SEED As REQUIRED. o ROAN BASE(GRAVEL) ac AwRoem 131-OPE SEE PLAN PPE NIGHT I i z � /3 REBARS \ \ \ \ \ \ \/\// SPEDIAL BORROW- \ � ,�._.-' ( ) �_6A IROTECnON AS REQUIRED, RESURFACING I Pae GRAOM I E 1 12•o-O �/� /\\j/\\j/\ \\j/\\j //\ //\ \//\\j/\\j\\ \\ _ 1 \ o b ROAD BASE(GRAVEL) , I I `" C�ISS•A• / • I- tYNOWARr BORROW O _ �sQt SPECIAL BORROW ' } BASE(GRAVEL) lAlwT I ••�• r 3•.• II COMPACTED w / !7 00 ^' �� ORDINARY BaNOw \ G __ _ CONCRETE S 1- 1z"MAIL LIFTS _ .' -I ,4 MDPW W.01.0 U O L 3 X PPE OUTSIDE DIA / p bo - i-1_11--Z-1-M. I�I I, 3U, 1 17 5•CLEAR I III I.II�I II rI I II I�I I'I I - ,2 FEET MN IM ��y€� O 3 X PPE OUTSIDE DIA ' d Yom' . p ��p QtDNARY BORROW - _ • f _ 1 `f I if OR S-o"LAN. -I FABRIC 7 3"WN M1RAFI FABRIC € 3 X PIPE OUTSIDE DIA 3/4•CRUSHED STONE 6"MN DEPBI, IA I I - �• FIRM STABLE MDPW M2.01.2 -' J A 2 ,`is - O1 SIDES TYPICAL I- RCP CLASS V PIPE w - ? W 3'-6"WN. SUBBASE -I-I I-I _ I- (TYPE:140N) (FLOWABLE FILL-DGARE) PER GEOTECHNICAL ENGINEER SPECIFICATIONS END ELEVATION I-III ,, , '• 12 YIN. 12•WN - _ - p CO/��� �1/�� 'I'N - I QDI RPE 1 3 NIN WRAFl FABRIC FRONT ELEVATION IV1� � ,' - 12"MIN. = _ I SPRMQIE - ND \ II-III ` III\ SPPoIAGUNE + PAG SDR35 OR HPDE PIPE AIE YNNIUYS 1. ALL TE DIMENSIONS SHOWN HERE \ III °`'t A f `- • s`.a,`' _ I - 6-MIN. 'T"WN. SPRINGUNE 1.5:1 SLOPE \ w - I III . -.• \, 9"WN 6"MIN. •••SIRE +/ DIA 2 CONSTRCUTION PER MD 206.4.0 AND I I III . N LEDGE AREAS OVERBLAST AT LEAST .` ALL WA STANDARD SPEl7ATEST ED FOR -y -I -I -1 -I 2-FEET SURROUNDING AL SIDES O-THE - •,•,• 1 I I D L GONG STEEL HIGHWAYS AND BRIDGES,LATEST EDITION. / I I�I II� -1 I I-1 I-1 I II I I�I I I II�I -. CRUSHED STONE(TO ALLOW FOR swum OU.roS LBS. \ -I I I- / E]ffILTRAnON). CRUSHED STOW(3/4•)BEDDING M 12" 5'-6 1.08 21 / / \� \ /\ N EARTH N LEDGE SHEETING I CRASHED STONE(3/4")BEDDING 15" 6'-6' 1.34 24 \ / ,N EARTH NOTE: AS REWIRED \ INSIN SOLS YCRusED STONE(NOT 2'WNUS) IN LEDGE 1.INSTAL PPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH.PPE IN EARTH 18" y_g 1.61 34 / 4"PERFORATED PVC IN LEDGE NO IYRAFl FABRIC ON BOTTOM NOTE: MSA PIPE E7DOIFIC BACIffIL AND CONSTRUCTION SHALL MEET H-20 LOADING NOTE - LONGITUDINAL B"-B" 1.95 34 Sat 35 PPE 1.(PIPE SLOPE-SWALE STALL PIPE 50 THAT IT IS FIRMLY SUPPORTED FOR ITS EN71RE LENGTH.PIPE 1.INSTALL RPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH.PPE 24 9'-Y 2.16 35 LO/CATUDWAL SLOPE) BACKFILL AND CONSTRUCTION SHALL MEET N-20 LOADING 2 USE SPECIAL BORROW(WD u1.020)COMPACTED W 6•LIFfS MATMAED,PPE BEDDING,BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING CONCRETE HEADWALL GRASSED WATER QUALITY SWALE DRAINAGE TRENCH SECTION 1 MORTAR ALL JOINTS OF RENFORCED CONTE PPE(RCP REWIREEN7S DRAINAGETRENCH SECTION 2 USE ORDINARY BORROW GVHD IND Y7.01.0)COMPACTED IN lY LF1S FOR 12" TO 24" PIPE CULVERT STORMWATER CONTROL FOR LESS THAN DRAINAGE TRENCH SECTION Io Sale FOR EARTH COVER 18" EARTH COVER FROM 18" TO 36" FOR EARTH COVER OVER 36" Nol To Scde o WADE CATCH BASIN RIM AND EEEMI07 Not To tir N GRATE GST DIRECTLY T4"DIA COVER TO BE LETTERED INSTALL DOUBLE-CRATE INTO iFUE FLAT TOP '�i/ \MORTAR CAR WI7H 3•LETTERS \FINISHED OR (V LE 1�(�'(�F�,�� 22. NOTES I 3-5 COURSES PAVEMENT TOP COURSE 24'MIN. 23' 1.FRAME AND GRATE TO MORTARED BRICKS - YWTM CAP Oi0.SS COUNTRY O - -- BE LE BARON LP 263-2 _ - I. ;,e" J 2.MORTAR ALL JOINTS BINDER COHSE r NOTES.FRAME A14D GRATE TO OPENING 3-5 COURSES 4"LOAM AND SEID UNDER PAVEMENT 110W BRAN 3 FOR w1�ENNGS (E�t OPENING 1 SE LE BARON LF216 I MORTARED BRICKS OR APPROVED SLOPE GROSS COUNTRY UNDER PAVEMENT PPE (SQUARE) THREE FLANGE 9•` I PROTECTION SURFACING OR RESURFACING 4•LOAM MID SEED OFARANCE OUTSIDE ( ) 26"MIN. NOTES AS REED, OR APPROVED SLOPE N (CLDOPIPE FS)I V,N 2 CA LE BARON OOL20FOR 1.FRAME AND COVER TO 1 PROTELIM SURFACING OR RESURFACING i 4.PROVIDE MW.0.12 50. :•'. BE LE BACON LA 266-000 0 O b BASE GRAVEL AS REQUIRED. g IN.STEEL.PER FOOT 12'AND 15'DIA PIPE 2 PIPE OPENINGS TO BE , 5\i ( ) - (VERTICAL)AND PUCE ro FLAT TOP 3.SET FRAME N FULL BED 0 , PER AAEHTO M199. WAVFL DAB REINFORCED 46'37'oM OF MORTAR.BRICKS ~ PRECAST N RISERAME UL SECTION. / p EARTH p COMPACTED BORROW' I \ O �. :•ICOM BASE((LAAO) ` 1,N 3 .. S CONSTRUCTION YAlIIBAL PRECAST 1. Y EE 1 ADE OF ySET ENpR EIRIGCS� COVF3t 0 °O MAX LIFTS / p O - SELECT BORROW MHD ___ __ 8 IE-BAR ElE1Al1O1 IDJUSTAR A USED FOR TS S USED FOR GRADE O g20NARY EIOM �: + CONIC.WITFR A 28CONSIST OF C-OA�Y ____OCK H-20 D W ) � ____ 5 d S@S 4.MORTAR Nl JOINTS COMPACTED N • COMPACTED W E� W.020 DI COMPACTED N 48 1 DIA. FOR STRUCTl1R£TO Cl7NCRETE Z 46 � „.A 3-5 COURSES)MAY BE (SE NOIF).. 19"W.02.0 12•MAX IFIS s O _ SWEL SET N MORTAR OR PRECAST - I.. ADJUSITFNTS ORDINARY BO ROTI O J X PPE OUTSIDE DIA Mq'w IILOt.O OVER 22.q�)STONES NCOMPRESSIVE STRENGTH I I I > i a Inm CLEARANCE OUTSIDE A FOR PIIPES NTH 2' * RE�Nt 5.PROVIDE Y OPENINGS 12 MAX LIFTS NBL 5.-6" . X PIPE OUTSIDE DIA. (n 8.GT4ASN DESIGNED AND I I i> �. PRE FOR PIP CE OUTSIDE �W W.OI.O 12"W. - W OF DRAIN PPE COLI) I HOOD REQUIRED I"CLEAR OF PIPE 1, (CVP) 12 O _ FOR PIPE MTH Y 1/RM FABRIC G.PROVIDE MIN.0.12 S0. pp55 - c S BUILT FOR H-20 LOADING. -}- --- N.STEEL PER FOOT > R �•, 5"MIN. OF PIPE i CONTOlID DENSITY BACKFlLL z 7.SEE BLOW-UP DETAIL 88 (PER WHO) O 5"MIN. 8. USE FOR CBiI,CB/2 CBi18 AND CB/,9. I a PER AASHTO M11999. OL > i'CLEAR 1101E 7 6, STEEL PER FOOT QU 12'M h 1 SPRINGLUNE 12'MIN. - I am PPE L' 7.CONSTRUCTION MATERIAL ( _ (VERTICAL)AND PUCE - 12"NIM E'ER AAS71TO M19B. I 1 T) - REINFORCED PRECAST 5"MIN_ FOR STRU F CO . 7.CONSTRUCTION MATERIAL 12'41N. SPONGLW _ CONCRETE BASIN RH CONSIST OF CONIC.BLOCK 5.GIN. DESIGNED FOR H-20 SET IN MORTAR OR PRECAST FOR STRUCTURE TO LOADING CONC.WITH A 28 DAY _-_ TABLE CON95T OF CONIC BLOCK 1 `\ COMPRESSIVE STRENGTH AT 2/3 SET N MORTAR OU PRECAST -MINE 6•MN. - OF 4000 PSI. / Y' PIPE pA CONC.WITH A 28 DAY SHEETING STOLE(3/4'BFIIOI/G I '�•I I ,• ` - - / COMPRESSIVE STRENGTH AS REQUIRED 5 MIN 6.ON ROADWAY: INSTALL 8-FOOT LONG I MAX `' OF 4000 F'9. STOW(3/4')BEDDING M D M20,.2 II't tr,- rr SHALLOP (FLAT TOPS AES CATCH BASIN WTE ITH I ; PPE 8 1-/3 BAR IRIDIS N TM N tE,U(E IN EARTH(n -1 I I I I 1 I I�I I I I�I I(- I :_I I TRANSITION PIECES ro SCE 7 OPENINGS FOR PIPES ILL FIRM STABLE 3/4"CRUSHED S70NE•6•MN.DEPTH. _ of `� ' COVER. NOTE N LEDGE MDPW M2.01.2 DEEP-SUMP III-I 11 1 n=SII 1,I=1 I 1=IPI_ NaTE LU SUBBASE 9.STEPS STEEL REINFORCED 1.INSTALL PERFORATED PIPE(CORRUGATED INTERIOR Q PER GEOTECHNICAL ENGINEER SPEC9IGTIO//5 FE61 STAKE 3/4'W119m STONE.8•WN.DEPTH. _- COPOLYMER POLYPROPYLENE RANCOR SURE-LOK BLACK POLYETHYLENE PIPE)SO THAT 1.INSTALL PPE 50 TWAT TIS FYa1LY SUPPORTED FOR ITS ENTIRE LENGTH. CATCH BASIN DETAIL S,esASE 1oPw Y201-2 CEMENT CON _ 6 IN PER ASTM LE BARON IT 5 FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH PIPE 20M O � BACKFILL AND CONSTRUCTION SILL WET PER GEOTECHMCAL ENGINEER SPECIFICATIONS CLASS•A• _ NO.L11S YATERULS,1'PE BFLO DIN REQUI L AND CONSTRUCTION N -••- - - - - -_ - - - ,n LETTEREID "DRAW- SHALL MEET H-2o LOADING IREWiE7,p17S TRENCH SECTION PRE-CAST DEEP-SUMP DRAINAGE TRENCH SECTION INSIDE STATE HIGHWAY Ftbl STABLE 3/4'CRUISED SLOE,K 1K DEPTH, T- FRAME AND CATCH BASIN DETAIL SUBBASE TEa����NS AININ FOR PERFORATED PIPE N., T.S­ FINISHED GRADE SER�"ON T\ER r+r MORTAR COP FOR BOTH ROAD CB'S & PRE-CAST DRAINAGE MANHOLE DETAIL Not To Scde 011 OF STONE - COVER AREA DRAINS (inside driveways \J Not To Scde h s1, OPwMG Not To Scde TO'OF RPE e'OFII£T PPE KEELED s`r.° I INTO SDE OF ll3) INVERTMt -- -DE O /MRAF1 FABRIC(ON SIDES ONLY) TO PREVENT MIGRATING FINES °•r.°• '/ GRASSED BOTTOM DEPRESSION LLI Nm T SI (CARED I e e QUALITY THE PURPOSES OF STORMWATER INVERT DESIGNED TO SLOW THE STORMWATER F N1O llf 511E OF LB) - '..a QUALITY CONTROL,THE OUTLET INVERT RUNOFF AND ALLOW FOR 2bFEP PFASTONE LAYER INIERTh s•r ' W MER TO THAN INLET INVERT TO ALLOW GROUNDWATER RECHARGE Q -- -- CF. WATER TO INFILTRATE INTO THE 4•LOAY AND SEED -- -- �.°. - CRUSHED STONE BEFORE BEING LEACHING PoY INVERTh INVERTout TOP OF CONCRETE TOP OF STONE TOP l5.PIPE BOTTOM OF CONCRETE BOTTOM OF STONE OVER-BILAST / / y_ 27;'N" P m e .. l TpNr DISCHARGED TO RECEIVING DRAINAGE BASIN/ ELEV. ELEV. FLEA. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION BOTTOM ELEV. \�\ / Z /\/cl I I 6'DIAMETER e ,> , '.' \ LNES/STRUCnMES 1 133.50 129.62 129.70 13283 13216 130.45 129.16 12&66 126..66 J _ - BOTTOM aF STONE -III III-III-I I I i I II I I III-I I�- III-I I 1° III \/ 2 137.90 734.50 134.75 137.23 136.58 735.50 133.56 133.06 1351.06 3 145.05 141.10 141.60 144.38 14171 14235 140.71 140.21 131&21 \ I -I I ND MRRAR FAIBLBC W 11BOTIOI SUBBASE IIIL \/ 5 144.75 141.75 14205 144.07 14141 14280 140.41 139.91 137.91 I II=I I .`f_• WIDTHVARIES,,` , w`f_,•• , III I r I / 10'MIN J�- N LEDGE AREAS OVERBLAST AT LEAST O 2-FEET SURROUNDING ALL SIDES OF THE _Ii II _ `'. _ _ _ •; - { MIRM FABRIC C /\ CRUSHED STONE(1D ALLOW FOR ii a 1•• ON SIDES TYPICAL c NOTES / E*ILTRATION). .�' e (TYPE,140H) Q 1.USE SHEA CONCRETE MODEL DW-3SS(3'SECTIONS)DRY WELL CYLINDRICAL LEACHING ; i / �= �� = BASIN(STACKABLE)6'DIAMETER WITH 8"COVER FOR H-20 LOADING(CONSERVATIVE). '1's •'f� ./_ ^� °,�• •,i , BOTTOM 0,OVER I_I-I Q 2 USE Y DIAMETER CRUSHED STONE SURROUNDED WITH MIRIFl FABRIC. ELEVATION -III III- 3.HEAVY DUTY FRAME AND COVER TO SE LE BARON LF 248-2(H-ZO SQUARE GTDI _ BASIN COVER AND FRAME)LIR EQUAL BRICKS OR A CONCRETE RISER SECTION MAY BE �, -• _ .. .._ .. _ (Ef REWIRED. I I-I I _ `2 LEFT AREAS DING ALL5T AT IFF T III�T- 4. THIS LEACHING CHAMBER IS DESIGNED TO EXFXTRATE STORMWATER INTO THE \ \ ��-'I I I I I ISI1 I I I) I I 2-FEET ETON (TO AL FOR OF THE CRUSHED OHC (TO ALLOW FOR / F7FETFUTKN) _ \/ \ \ C CHARGE THE GROUNDWATER AND REDUCE RUNOFF FLOWING OFF-97E ' C ROOF RUNOFF SHALL SE DIRECTED INTO THIS LEACHING CHAMBER BY UNDERGROUND N PIPING(FROM THE ROOF LEADERS,DOWNSPOUTS AND GUTTER SYSTEMS), LAYOUT AND CONSTRUCTION OF THIS UNDERGROUND PIPING SHALL BE INSPECTED BY THE PUDE INSITU SOILS 2-CRUSHED STONE(NOT 2-MINUS)Ila (DESIRN ENGIEER)PRIOR TO BACKFILLING (n / NO MHRAFI FABRIC ON BOTTOM 4'PERFORATED PVC NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, SDR 35� THEREFORE THE SITE CONTRACTOR SHALL ADJUST FiNAL LEACHING BASINS: �ONGTUOI AL PIPE SLOOPPE) ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. U) _ LB#1,2,3,5 DETAIL DETENTION BASIN AB & D U LANs NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY W Not To Scde STORMWATER CONTROL TEAM' 1k Of SOLID COVER RY ELEVATION rJ��r I„ PAUL t'ERNAGAYo 4 MLFK)wCZ 3 7/20/11 REVISED PER CITY DMEINCEIR&PEER REVIEVEWS d FRAME END OWNER/DEVELOPER: WITH OR WITHOUT\ 419 HIGHLAND AVENUE.SALEM. ILA 01970 0 (xJtt FINISHED GRADE RISER SECTION 11WTNt OIP (978)9TH-9801 91']>�AQ " 2 7/19/11 LENSED PER tlTYS REYEMER'S COMMENTS COMMENTS - \ \ TOP OF STONE BOTTOM OF ANDSD PER IIHD COWIENIE 4HO EM ASUEED TENTI GUT Z / � /, _ / / E�\B"/C\O\VE/R'////�//i� CONCRETE COVER ATTORNEY. AND STORMWATER uANACEA1EI11T TO ELIPI/A9ZE DETENTION/ Q '� \\ "�.NTNG \ i�� \�' GEONGE ATKINS STIORAGE AND TO DE-EMPHASIZE OffI.TRATION J4r _ RONAN.SEGAL,HARRINGTON 59 FEDERAL STREET, SALEM. MA 01970 NO. DATE DESCRIPTION (WEU)744-0950 X107 (U E ARCHITECT: FOR THE PURPOSES OF STORMWATER HARRY GUNDERSEN QUALITY CONTROL,THE OUTLET INVERT Y IIS r INLET RPE(CORED -I .--� � -�'� WATER TEND ITMIFIE ATE ILET NTO TITHE1ti ALLOW - Nro 1VE SIDE OF LB) _ y1r•IGti Y OUJIIET PPE(CORED CRUSHED STONE BEFORE BEING I'CENTSEN ASSOEIT.S -- ----- - NVE'RTI. ; I-HTO,HE SIDE OF-LSI) DISCHARGED TO RECEIVING DRAINAGE LEACHING RN WVERTh NVERT-t TOP OF CONCRETE TOP OF STONE TOP OF PIPE BOTTOM OF CONCRETE BOTTOM OF STONE OVER-BUST rD CENTRAL STREET.SAI.EY. MA D797D DEFINITIVE (978)744-L000 - - ------ - - LINES/STRUCTURES. BASIN/ 0L . EIEV. ELEV. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION BOTTOM ELEV. SITE ENGINEER: iI e e -;J o SCOTT PATROEICZ,P.E. • IN _•, !�-_ .Le,Ur141Yf.- i BA 135.50 129.40 13250 134.&} 134.16 13160 1211,18 127.66 125.86 1.4 BROW Z LAND DEVELOPMENT ENGINEERING SUBDIVISION O - _ - '- ' 8E1 138.20 13290 133.00 135.5} 134.88 734.10 12&88 12&3g 128.38 14 BROWN STREET.SALEM, KA 01970 ''- - - - (978)836-64W Q e WRAF.FABRIC 7A 140.00 135-90 136.00 139.33 13&66 137.10 13266 13216 130.,8 A.L � I (TYPE.110N) C j.,- - . ON SIDES AND TOP 7e ,30.00 134.90 1MOO 137.33 136.66 138.10 130.88 130.16 12A,e G °.:a C IL SM H.R"Er°R: SITE DETAILS GAIL SMITH. R.L.S. _ - 18 730.30 127.00 127.50 129.83 12&96 12&80 12296 12248 120.48 NORTH SHORE SURVEY CORPORATION ., 14 BROW STREET.SALEM,MA 01970 for (� �_ `; ", s SIE 17 129.80 ,2&80 128.90 12&93 ,2A28 121,00 12226 12,.76 1,9.76 (978)744_4gW 1 1 RESIDENTIAL LOTS 6'DAuf II g 3 /\/ ' - 1 BOTTOM OF STONE ',, TRAFFIC ENGINEER: Y -I-'I-I-- -'-I- GIIl�S NAVY, P.E. a / \ I -I I I_YJ_I 7rI IWIr�rff-L-�(�ISI I-III III-III-III-I II I I \/ 10NAEW h LAND ASSOCIATES.INC. for O SItC at \ - MtteFE-FI I�B�IINq-1,1 ID NEW ENGLAND BUSINESS CENTER DR. #405-427 Highland Ave. SUITE 314 ANDOVER. MA 01810-1066 \ 10 IN (978)474 88M AT LEAST C) / NO MRAs FABRIC ON®BOTTOM 'FIN STABLE 22-FEET SURROUNIN LEDGE AREAS DING ALL OF THE /\ \ 1..OTES: CRUSHED USE SHEA CONCRETE MODEL DLw3SS(3'SECTIONS)DRY WELL Cn1NDRICAL LEACHING / EXFILTRATMpI).E(10 ALLOW `� APPROVAL UNDER SUBDIVISION Salem, Massachusetts Date: April 20, 2011 GTI CONTROL LAW REQUIRED: PUDE/99-34 Scale: NTS sneer a or tt BASH(STACKABLE)8'DIAMETER WITH e"COYER FOR H-20 LOADING(CONSERVATIVE). \�� SALEM PLANNING BOARD C 2 USE 2'DIAMETER(RUSHED STONE Si1RROUNOW WITH MIRE?FABRIC. BOTTOM OF OVER-BLASTING (ll 1 FRAME AND COVER TO OL LE BARON LA 268(H-20 ROUND DRAIN MANHOLE COVER)_ ELEVATION Land Owner. Paul Ferragamo U) BRICKS 419 Highland Avenue, Saleux MA 01970 OR A CONCRETE RISER SECTION MAY CE REQUIRED. -0 4. PER LID STORMWATER MANAGEMENT GUIDELINES. SLI-ANNUAL CLEANING IS REQUIRED(LATE FALL AND EARLY SPRING)- PATROWICZ (6 5. INSTALL HOOD ON LB /6e.LBN17B AND LD/17 ONLY(AT THE OUTLET END ONLY). LAND DEVSLOPI[BIdT ENGINEERING 14 Brown Street, Salem, MA 01970 LEACHING BASINS: (978) 836-6400 ENORTH SHORE SURVEY CORPORATION LB#6a,6b,7a,7b,16,17 DETAIL DATE14 Brown Street, Salem, MA 01970 978 744-4800 0 t\ \ -----_� - _ _ - - - BARNES / CIRCLE RCLE #22 \ I I BARNES CIRCLE `\ / #7 \ H/CHARD DINGI/AY. .11: _ I 1 I I n YAP 3. LOT 88 CLAM SrJ&8/ LC 69151/348 JORG LVALLE MAI'3, ior79#12 \ ` t\ /_ , I BARNES CIRCLERi I I .aaaS BLOWUP , MAP 3. 7kl.:Y I 4 - YaP 3, ur ss - �s r LG 66214/318 BARNES CIRCLE #1V ..,n,Y I I #20 t TOBIA DELUL/S I I YAP 3. LOT 92 BARNES 4IRCI 1 #18 - I BARNES l•Ili{•46 LC 33202/111 1 I I DAYATO REALTY TRUST p p� p/�/�1 .\ \ I BAi�Np7 CIlW40 I YAYNE I PAN£TLO LOT 91O . LOT 89 / # `\ I JOSEPH BOUB12BOO" JR LA.R A fAxoSn,PA,O 1 ,n,x YAP 3, LOT 91 , 1 L.C. 355/238 '"' / 1 YAP 9. LOT 90 / t t LC. 327141333 ,v '1O •«' EA \ r y I I LE 69605/325 I \ �� r \ CLARK TRE �, #s c STREET .Opp HENRY�.7�LTAOIi ' LAW A L.xas� - � � 1fAP'3-LCLARK STREET RIw ROU I l . 5 �•\L uWr A lAIOSfAVNc / I YAP 3, LOT 124 ROBERT RIDGE p�50,00 LC 10261/177 ET �I w A -rs}-- v« ' LAM A L .wwc z' .... .,.. .rn \\ , \\ `\ .'v' V ..,. `;\ �(,/ ,/ - V 1 1 7811/11 .>�- ,sti "." \ W"•` / �. _ « "CLAM S!'REBT ,_ I],r„PLI a- j1AiE ��1rA- •r" ""'• "� Jam« �� 8 1314,' JEFFREY RACNYANN z% LOT / / rrdAlKn '` `go•afaav ,zvxu •,�" .,•,.. /3p� LC s3/2se 4 I - 0,.. •"` -- --�v - •m" rsJ>4'ma __��.. uw A rA]nscnPwc .,.. I "" «m -- i LAWA 41AP63 Affit I sovAP 201 __ s xc ca,An c �fc 11 S1g100 p0 n �« I «/ EI�INa WIoOa(LKNT VFI£TAlM1E C0,9,) r� ' .+d. \\ Lx• I n na« •rc ' w.: .....M1 _ I ���•.� w.] > - __, �. I rsrr> (tHMs/ ♦�xoms Vrca,r Krr.r.mc ca4R) y _ - \ `o scan s,•tRcc f HIGHLAND AVENUE I ,... •r. !1 O� I (.)s.•so�uar .,.R' .o.. ,�;� - --lea ,,,a. ,.. .." (nlo'avARr ._]. \•� `�`` L\ `�\�\.`` _1N._T ''® - �Wl(mrLulE1•"f/ u .. ,s wn �a ' ...m \� SOURAN ACQUISTTON LP 1 �4 r� :rQw \ -Is -_` / - �\ _J�! `�,J, \ `�� \\ \ Sb, - --- ..». !1 J - j , ; YAP 3. LOT 127 \ / \ LC 68995/326 #401 . '"_ • - - . _ I [as.m eoms(10 yr A]A ce o H]GLAND AVENUE ) .: "'�' I -•-�. '_ ' , (\I MUEL C1RU% r I YAP 3. LOT 72 I O ... ----------- SA _r4j`` \ ` .,r„\ , s mfl. ,�' m YsN> __yam \ \\o / ( /f 'eN[ // :-clrtaR. •,,> , \\ \ N LC. 54577/251 „• #403Muir " • I'.' OO t7 •�\ \\ oAa `--// _ - _.'�a."oum• fma Is)zs oxrP i w.. y��, \, +I SHIGLANIr AVENUEI��;- v _-� .� o R'' " \, .� - " ___ ,� - r \ � "- / CHR/STOPHER LANE Y),••nQ""' ., ��1�r _ (.l+o r>•rt+vv 4/ IA13, LOT 13«," ' � R�,R .««•xx _ � aYl[RA+' \ - _y. - .�' � � N `J .,_« � _ .o •,.w- '.� .,«., \ ,.>� ," �°�\ �, �// `" to-- 70 T' ._-_ xrMn� ...s ,... �,..« u .«. '•o,,l` ,.., Unro.fRR m .,<" itt t>R°° I.�M I \ wfavx�r .y i/ 5a AAO PNa.a AWA a m kRv U .,.w se •..,. \ , \ � \ \ \ `, a>. _ _. _ �o.�rt. s ." \ \� \ \\`` Z I „e ' I., /•//•� .°.._ '..' .,.. .... \\ \\�` as1�1Rbfr ia¢uTc Odin) �.vw� haus /W `. 1 '-" -- ; 't --- --------- X- - w /w ., \� - 1u \ ,m. __-_-. fYP'cmMWAr .w" ..., .>:_ PArco wAmrra NeA IOrs,ec Woma ,W ,A _Posnc IIoa/3{Ura„,cRr:,Amc L914R)-'- O �ras .w zo• \\ \-rte_ - •a. -- -.ins LSJsv'.Au .,. •i«,. -..1 __,v w za ➢� 1 fiRrfn' ,roar li ,a:.-_,� - - _�(�_ •�. - _-. / _ .,.,. -1.,.. .... •.f.. 4 ,...n f - � HIGHLAND AVENU ra•`.`+, Iss _ .•-"• -,y/ `. ,v.('y,oA•� L 'ar,K_ r.e__ ac` a«.,,eo _ Nl e6sn'a- , �" w BOSTON STREET'REALTY. /. _ _ O --- �WI`Y ' Is] „ ,� _ _ nys• \ •� I4•W¢ 4... - r]eso¢Homs(r»0,E¢rAWV[ .,., •,«s .�n •.n« « I YAP 3. LOT 125 E >3 .•>.. .,." -_ _ .,w. 1>a L.C. 58851/272 •"'+ �_ __1Q, 0 ___'«e'` .un «'a.G ..�., - 1,.,. _ - ..«.. _ _ -^•--•�]r+z-.�.,. «« Kv , uA,«. .,..« nOrs,.... n"i .,.« L ,,. °Ajrt cu* •w 's rs, _ �..«. .,m« wZ. - .'u w« a 2• zo Rrf « --�-�- -- ti w I < � Ell-1Rf1 'I>• , I 9 . �� I � ° auoos , --_-_a_#--1.,-"-r�•"~R��+c _.. ._ � _ -�� �d\4 .,..,.,. `7'a .."„ ,,.,,. ...-. •..,« � � � + Q ..,... rrrs.-razasrp ,�. . . _ ��!! ­ --�- - -- (LJ 4 1; �-rii W.')'i arum ���e• - � _-��+���� i a -im o'o= a s w.r� L _ 50881' R _1959..001 .�...� �� �� , o� _ _ . F _ _--- .n -- -- ---- ___..... ....__.. ___._ ca a.. �� _ � uc ...,.. rl�� - ,?sem ,.,. •, __ � rK o<rrmy, `- mwgrv> �T/qR- �'°'`' 71x>er=rm.v _ Q •r4lpl-_.- ate°. \ lxPt,vr>sn . `'�__ � U --_ rxr,w-rsa a. � _ a _�v- � v,. NE UE�' irr11> .." wt. Q .=car.-i�- fi I� , STIP lW�i HIGHLAND NUE - - - -- rxvr-ru.AXNaMeI RT ... , '`'� '•� i ixP..-,zT.�.r.ea; rxr,«-rz•>Nleaeel --_- .._._.._weee A - -� ------- C1 fNY.,i-rz•.aI :'-' ; r 2 `, Row NTERYLilp1 rxYtw-rza.9Nla9ee) \ rt - ra�tal -__(•�"+a° x..._r T i,� �� rc➢I w •"" axx Hesse «x.,`$ •, .an ,o -- >sSAE-aLM0AY15 /xrwra>zlRa.s/ _-- ue,c arx Q - �' W #392 �� �- A� "" -- -� HIGHLAND AVENUE SOUTHBOUND Jx \\ �� \ E HICHLAND AVENUE I \ �I r>a --/ e� #440-450 392 HIGHLAND AVENUE REALTY, LLC I,•,•,yr ax \ #9O�G HIGHLA111D AVBM18 @ YAP 3. LOT 5 ..s _ \ 107 sxx>s ___-_--- 1' \ - -��-_ HIGHLAND AVENUE '7 E YAP 3. LOT 4 ASSOC L P. �r ��, 1 war a //'�� # CAMP LION OF LYNN MASS RN(' I f a> _ i39V YAP 3. LOT! EXPOSED LEDGE FACE AND/OR STEEPLY ssyac,U - SLOPING VERY SHALLOW 901E COVER r a Icor- •'` HIGHLAND AVEMIE TEM: PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY LU OLDS VILLAGE MALL REALTY TRUST Am YAP 3, LOT 133 ` (�#4�00v �r OWNER/DEVELOPER: OF .nm• Frf�•/ '•, HICH IAMD AVENUE PAUL IGHLAN AYO N ENTRANCE TO 1/fl HIGHLAND AVENUE.SALEM. MA 01970 a- _\ ` OLDE VILLAGE MALL REALTY TRUST (978)SIT/-9001 ❑ `I AND EGRESS FROM ATTOI�xEY. �(9F y 3 7/20/1, REVISED PER CITY ENG71E6 3 PEER REVIEWERS COMMENTS WAP 3, LOT 5 o 2 7/19/11 REMSEID PER GTYS PEER REVIEWER'S COMMENTS Z \ " GEORGE ATKINS 01 P 1 6/21/11 REVISED PER MO COMMENTS: SHOWING MODIFIED CURB CUT Q \_ ^ " RONAN'SEGAL.HARRINGTON AND STORYWATER MANAGEMENT TO EMPHASIZE DETENTION/ I� HIGHLAND PLAZA I (59 9781744-095STREET, 0.7 SALEM,YA 01970 STORA((.E AND To DE-EMPHASZE EDFILTRATION MAI'3. U.OT 6 - Ni DATE DESCRIP IDN o NOTES I`��D�BN J 1.LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3,LOTS 74,75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING GUNDERSEN ASSOCIATES Y - pSTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTHING LOCI15 6 2511 ACRE$ 7. ANY AND ALL CONSTRUCTION METHODS, MATERIALS,INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL. 20 CENTRAL STREET'SALEM,MA OIV70 DEFINITIVE C PERMITS,LOCAL AND STATE BUILDING CODES,CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL,CITY OF SALEM (978)744-1000 2 EXISTING CONNTICN$TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE DPW/ENGINEERi DEPT. SPECIFICATIONS AND CONDITIONS.MASS.HIGHWAY DEPT.SPECIFICATIONS.AND GOOD SITE SNGII1EiBIt: SURVEY CORP.,FEBRUARY.2". ER7NEERING/60NSTRUCTION PRACTICES FOR SOUD/PERYANEHT AND AESTHETICALLY PLEASING CONSTRUCTION. SCOTT WN STREET P.E. SUBDIVISION '�/ PATR0Ii LAND DEVELOPMENT ENGINEERING U 1 PROPERTY 111E 8 IF EXISTING UTILITY SERVICES ARE TO BE USED,CONTRACT(1R SHALL INSURE THAT THEY ARE IN('IOD WOPoOiM.()BOER. PRIOR /4 BROWN STREET,SAIEY. ILA/1970 O A LAND COURT PLAN 71596,DATED 11/5/47,FRED WITIH CERTICATE 17"1 TO OBTAINING A CERTIFICATE OF OCCUPANCY,THE CONTRACTOR SHALL HAVE THE SEWER LATERAL INSPECTED BY TV. IF THE (978)830-8400 ❑ B.LAND COURT PLAN 71590,DATED 12/30/46.FILED WITH CERTIFICATE,7228. SEWER LATERAL IS IN DISREPAIR(NOT CLEAN.0.o«;ED WITH DEBRIS AND/OR ROOTS,BROKEN OR CRACKID),IT SHALL BE Fll® FIRM SURVEYOR: EXISTING CONDITIONS �r l C.LAND(:OMT PLAN 7159F,DATED 2/10/47,FILED WITH CERTIFICATE 173,U AS PMT OF THE UTILITIES PERMIT. GAIL SYTfH,R.LS. C 1 D.LAND COURT PLAN 7151 DATED 10/18/94,FILED WITH CERTIFICATE 65507. NORTH SHORE SURVEY CORPORATION G E.LAND COURT CERTIFICATE 66593,DOCUMENT 317427. 9. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH(PER YHD SPECIFICATIONS AND COMPACTED TO INSURE NO 14 BROWN STREET,SALEM, KA 01970 for N q F.LAND COURT CERTIFICATE 64096.DOCUMENT 294466. SETTLEMENT)AS REQUIRED. (978)744-4800 11 RESIDENTIAL LOTS U G.LAND COURT PLAN 71590,DATED 5/22/36,FILED WITH CERTIFICATE 11169. v 10. IIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE TRAFFIC 1P.E. SA: O O 4.BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM(MLWI=0.0). PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO GILLS 1E A P E for O Site at (13 GRAPHIC SCALE IBM(1: PKNAIL IN SIDEWALK,ELEVATION-131.68' ( 10 RE A LAND BUSINESS INC. THE SITE CONTRACTOR CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN(1N THIS PLAN, REQUIRE t0 NEW ENGLAND BUSINESS CB1V7'F.R DR - IBM A PKNAIL iN SIDEWALK,ELEVATION-130.69 THEIR OWN SEPARATE APPROVALS. SUITE 314 0- 0IBM/3: PKNAIL IN MEDIAN STRIP,ELEVATION 124.20' ANDOVER.MA 0 1111 0-11]66 #405-427 Highland Ave. }' TBA/4: PKN AIL IN CEDAR STREET PAVEMENT,ELEVATION-112203' 11. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR (978)474-8800 0 ' IBM i PKNAIL IN CEDAR STREET,ELEVATION-124.00' INSPECTIONAL SERVICES THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT.FOR REQUIRED APPROVALS Salem, Massachusetts L (foeI �)� /'� IBM/6: PKNAIL IN DRIVEWAY PAVEMENT,ELEVATION-148.61' AND PERFORM REWIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. APPROVAL UNDER SUBDIVISION Dote: April 20, 2011 IBM(7: DRILL HOLE SET N LEDGE-ELEVATION-I61.08' CONTROL LAII REQUIRED: CTI 12. FINAL SONG OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING Q PLDE/199-34 Sc Ole: 1" ZO' Sheet 9 OL 11 IBM�: TACK IN STAKE,ELEVATION-170.09" 'l IBM/9- DRILL MOLE SET IN LEDGE ELEVATION-iBd04' CONDITIONS(FLOW IF PRESSURE IF SIZE OF WATER MAIN)AND THE PROPOSED DEMANDS FIRE LINE IS SZFD BY JOHN BECICETT. SALEM PLANNING BOARD NOTE: THIS PLAN HAS BEEN REDUCED FROM IBM na SPITE IN TRE{ELEVATION-15411 13. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR MLD/OR YEP ENGINEER SHALL CONTACT THE BUILDING Land Owner Paul Ferragamo THE ORIGINAL. THE ACTUAL SCALE OF THIS ENTRANCE TOUSE 4Ls Higlilana Aaenue. Salem MA o1s7o �t 5. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS INSPECTOR AND/OR CITY(X"SALEM FIRE SAFETY DIVISION 70 INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED PLAN Is 111 = 401 �- AND EGRESS FROM 6. THIS PLAN DOES NOT SHOW ALL UTKITY LINES(AND/OR UNDERGROUND CONDOIS)SINCE FEUD SURVEY WAS COMPLUANCE WITH COF THE I AND THE 5 ATEN UAN�N PROPOSED ED BUI DING AND ADCDONS ME INTENDED TO BE FULLY SPRINKLED IN PATROWICZ wn r7 _ _ _ THEEXISTING HIGHLAND PLAZA UPNS�OWIN CIN THDIIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE 14. AS PART OF CONSTRUCTION,THE STE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES LAND DEVELOPMENT wnStreet. Sol ENGINE970 14 Brown Street, Solem, MA 01970 TIME OF THE PREPARATION OF THIS PLAN. PUDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LDCAL/STATE BUILDING CODE$MHD SPECIFICATIONS AND (978) 836-6400 PRIOR TO ANY SITE WORK,THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY ABOVE MENTIONED REIXKRElIi FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY(AND UABIITY)OF THE 0) [ELEVATIONS OTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, ; uNEs WITHIN HE PROJECT AREA PUDE Is NOT RESPONSIBLE(OR uABLE)FOR ANY BROKEN(AL2 DAMAGED)UTILITY CONTRACTOR. FIELD ADJUSTMENTS MADE WITH(X1T EIDE APPROVAL SHALL AUTOMATICALLY NULL AND vaD ALL cERnICAT10NS ON NORTH SHORE SURVEY CORPORATION HEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL UNES BEFORE DURING OR FOLLOWING STE EXCAVATION/CONSTRUCTION. THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE(OR LIABLE)FOR FIELD CHANGES MADE WITIHOIT PUDE 14 Brown Street, Solem. MA 01970 � AS REQUIRED BASED ON FIELD ACTUALTTIES. \ APPROVAL DATE: (978) 744-4800 O O U -- AI _ I I T - RNES CIRCLE \ \ —� #22 #12 � I I IA / / xiswa uw.u,lowa.c \ #16 i, l �� 000 #18 I ♦doop ,-� doop i -� C \ :n a� �Y \ oAKn oeKwr I 10-oEavr •v -,u yy ,.» - C .- rws.wc uw:uxosc.wwc - •••• ._. •�" \ - �/ •v o rgnc uw A u,err�nwc -a _ r� -.-v.x• ��l'JbAeal _ • BQAIIER a� ylv •�'' N - a„v~r- � RS�a s.. -_Q .,,,r a,.2.mTt-- 7WA�EHED•G \ 1 aw 00 I 'S I 1 (h N zo-9w,c io-16�a,sr Ra �`- j.,• a°_\ \ `` .,..., ` •.a. .. 1 _' i��' / cQ 9e ../ '-. -- ----y- - ---- -----4,, �•_a". .•.n''s\ �iZ..uas(uw.wErc,.>Eu c°Na, � - �� / .,.... -,.,« "��%�. ;y 3 ` 1 '�, -- 435 # �,�c �y,4 OEQY ------- -I � ' •,<• oasleNc.mos(—I vc A 'b. ' \ _ ,------ -� S.S* ���� �_`:,«, :'� \\ .,_-• \\•. I ,,5:;, t` --- onumla�>E,•� ,� .d. .,..a x'y \\' �m �r} � I uxx \ ' e0. msuc.mos(uanKornW000WW). 4__ � ..aa.. n -_ ____, _ - ""- "- ♦_+ nr�� n°, '� i rw I - 3 s 1 Iwo : ,; �_ .0 ♦� � � a 70 I i '�- •'r' , _ f" o�g.)r1.�,. ---""F --�.t_ \ ,.,1„ ` 's _-. U>,r �-,qt_ \\' _ Ins-a.K ,>� �z•oEAa. \'�� \ \ • , � � U I - s Icoee _ dse.i tilos Nwt y¢uw eb�n r f _ E > (3) v.a \\ _ - - -fel' . .,.w .,aa �I \\ 1,,:.� .:a �,.., B/`4 (.)w•c - \ rry , 'Cr .,.� \ ...afATERSgED:B \ waw " "`; �,. - IV-7- LU ,- �— LL I .�J � V"•v I ..1 •1n`. �`` \ � I� \ `��__ _ � `- >F ,5P a,�'�• a' e.« \\ b� (3P�, .��y� • '.w •� \ ..,.,x \ r _. W TER'SAED.E � .M- _4 _ #401 _I 1 _. �- �- _ I �7 v a+ /..w \ \ ]s•o ``�� �•�` -------- _ --T`• i s1 _. uw a I.r�aerc 1 J( ..,. •�� ``= _,r-- 1<,.. w e uwosrwvec M � _. - �a �5 rz-wv,c GnRNZIIR ' ♦ \ •_s •u•' ,'� __ ,,igEE•,«a ` ` \``` •w Uj 1` -J. _ rW4 PeK u. 1 .,ar vnNo aNMNL MH. Ilk _ - w eHs4ec romaZlnlT sTrtlAlm_rnAa) _ O I 1 ,4s, Ix ...» _1•-' mss:: i •� •� - - roe_'--• \` _____ - z.m„ --14°-------a- '�'• "'uw A u,oscwe: _ /� .,� .._ # 29 _ , \�-- �-wc.�____ue- wn �• ~A` � .. \\ ---- ,L OeWWr '- - _= .r ",• -- -, -- :,: y Y` - = -_ _ __ _ -- -�.-- -- ,.. 1.9.T _ �t� « rnrn'9o�E.; w_ �� » iNODE:FEFG _ �r y •.,.. -� us __--,.e. - ,m. M1,. ....,, \w 'a•c; .,,,,, _- ----,L.. --- "�4I - ,. - �,..- p.ca D NKIN , ..,, " __t- ,:5 .d � � .,.._ O �':z (]>zs as �y-rte .?� �t„' DONUT'S PARKING R LOT)D , I .ao ',J2 • - - _-- .u- �•. `. w -- �.� 9 ♦ 1--'S-9XP,' (]7.f00Y.lav -1 n ..as 1 U Ra --ft ftw vow .� _ v . '��� �I .•_A �E �__� ---_ - ��� ,.v J�] ...n L@E .,va ]] r a. Yy •.0 .u+r uv .x'� _ n i • .a. ,Jt , w � > ,,.. � Q j WATERSBED:A _ _ — g r. h _ 'alm,uKc• 1— (HIGHLAND AVE PAVEMENT & rnr uE\ ,a• - IMPERVIOUS STEEPLY SLOPING LEDGE FACE) z' — — '� Z _— ,rq-•ty/� - rrr.r,M.es ,• I IMI•,e-,uv i •T i �p���p� -- Q .a_ - w,r uue,��3_----•.!/ 1/ATERSHED:Cf E— ,.. •a4--.. t- /� = sAm seesz _ ""-�a- 4 , 4 wrx \ .,.� (HIGHLAND AVE PAVEMENT & �Y-�azarMess Y - w ��_ za>IMMsI IMPERVIOUS STEEPLY SLOPING LEDGE FACE) NORTHBOUND "��"' ROUTE 107 NF — —�r mom, HIGHLAND AVENUE ( ) F, r.: OI erx Mees ,.. '"" i « �� ------- l---�---------- w>E lec ♦.M.:-nz,s .sac,. -�-.-�- �._� Q ." ce MeM Aw,>e.m iS �__ .' ur-rsosz �,• rrww,a ce ��7rr•wuse, w #392 �- p Mee, i _. \\ win,°'�-� wE \ HIGHLAND AVENUE SOUTHBOUND J vy��w I « \\ [NOTE- THIS PLAN ONLY SERVES AS A GENEIDE, THEREFORE THE SITE CONTRACTOR SHALL AFINAL ELEVATIONS AS REQUIRED BASED ON FIELD�ACTfUALMES. #396 ----_—_ ,. -- 'FIELD. ___ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY — TEAM: H«�r LU #4 00 OWNER/DEVELOPER: +T __ _REVIEWER'S o jam/ ." o SCD �N CITY ENGINEER& D' n. PAUL GHIAGAMO Mu itbs6 w 2 7�19r1 RENSFD PER Y7TYS PEFR RENEMFR4 C01111E)175 COMMENTS (4 1997 HIGHLAND AVENUE.SAIEY, 11A 01970 a CMI_ (978)9Tl-9x01 J 9`c17-4 0, PCO y / 0 MODIFIED CURB CUT ATTORNEY: ' 8/21/" ANDgSDPER WHID TORMWATFR MARAGE]EN�r EMPIHDETENTION/ \ 'tel GEORGE ATKINS STORAGE AND TO DE-FNP4iA51ZE E7ffILTRATION Z \v RONAN.SEGAL, HARRINGTON _7! - n\ I `9 FEDERAL� O�STRE 07 SALEM.MA 01970 NO. DATE DESCRIPTION �0 - 50 \_ LEGEND HARRY GUNDERSEN w ARCHITECT: DEFINITIVE 20 CENTRAL ASSOCIATES WATERSHED ANALYSIS (978;"x1-1000 SALEM. MA 01970 PATROWICZ. PE. SUBDIVISION N B MAJOR WATERSHED Ar+�w(avnwc LINE) SITE ENGINEHR: U '`/ — ♦L INBORN STREET,SALEM.MA 01970 Ilil PATROIIICZ[AND DEVELOP M➢.NT ENGINEERING O MINOR SUB-WATERSHED AREA(DINDING UNE) ,978,B�e-B,DD WATERSHED ANALYSIS: ` — � s °R` (PRE-DEVELOPMENT) *,y„ B1 GAIL SMITH.R.LS. C SUB-WATERSHED IDENTIFICATION(CHARACTERISTICS DEFINED AS INPUT NORTH SHORE SURVEY CORPORATION PARAMETERS IN THE HYDROCAD PROGRAM) 14 BROWN STREET,SALEM.MA 01970 for N (97x)744-4800 ,� HYDRAULIC PROFILE(ROW PATH)TO CALCULATE TIME OF TRAFFIC ENGENESR: 11 RESIDENTIAL LOTS CONCENTRATION FROM THE HYDRAULICALLY MOST DISTANT POINT IN THE WATERSHED TO THE POINT OF COLLECTON(TYPICALLY THE WEIR GILES HAMM, P.E. for O site Ot 0 v O CONTROL STRUCTURE AND/OR EARTHEN BERM)POINT OF INTEREST vANASSE A Assocures. INC. WHERE RUNOFF WATER ROWS INTO YET ANOTHER NODE III NEW ENGLAND BUSINESS CENTER DR. ANDOVER. MA 01810-1086 #405-427 Highland Ave. H C HYDRAULIC PROFILE SEGMENT (978)474-0800 O - - FLOW DIRECTION(D,A7tlN(D ROM'a RDW IN GRASSED SWALES) Salem, Massachusetts APPROVAL UNDER SUBDIVISION W SECONDARY NODE(POINT OF COLLECTION W11HIN THE ASSOCIATED CONTROL LAIN REQUIRED: u0Sc e: I zo, zott C GRAPHIC SCALE WATERBED)CALLED'POND"w'LANK'IN THE HYDROCAD PROGRAM Q PLDEi99-34 Sco[e: )' = 20' Sheet t0 or )[ SALEM PLANNING BOARD Land Owner. Paul Ferragamo U) ENTRANCE TO NODE:A+B STRUCTURE NODE a�"�DISCHARGE)/ �I CONTROL 419 Highland Avenue• Salem. ILA 01970 a ( IN Fm AND EGRESS FROM STRUCTURE ,POW'w THE HYDROCAD PROGRAM PATROIYICZ cI lace= rL LAND DEVELOPMENT ENGINEERING z0M HIGHLAND PLAZA LEDGE FACE AND/OR STEEPLY SLOPING VERU SHALLOW SOIL 14Brown(n coNER (9`78)L836-6 00 A 01910 c NOTE: THIS PLAN HAS BEEN REDUCED FROM O NORTH SHORE SURVEY CORPORATION THE ORIGINAL. THE ACTUAL SCALE OF THIS 14 Brown Street, SOIN!rr,, MA 01970 PLAN IS 1" = 40' DATE: (978) 744-4800 U O U EXISTING LA1M1 AND LANDSCAPING Da I Ilk1I E)MINC IAMI NO lNOOLAFMI9 �/ / E705TING UAN AND LANDSCAPND I \ Y \ A \ 'AI �• - EASTING I / .. - ,...�--- �J\` jJ-- '\glob, E7a571NG AVN AND l.,V,OSCAPING 7 JN IA5�6� / `.-\ zo-aewr 11■ - , i ��/' • 1 `\ \ _ -- 4 \ mAttx ---- 1 - 1 - ,. Da 147. `3 w _ ' -----------� @•= \ r DaS11NG VEGETATION A' _ s � e _ -/a - \ -' �- 1 dw To REMAIN AS IS1-f'gt -___ -- -- IS B�"] EXSTING, (LN7/T VEGETATED COVER)TO REMAIN AS / f Y\ }��,.� ; \\ ♦ I lac -,.,,,� Y" •- sn- •\ /` J / , _�� '1 1 a 00, Ile \ rt ,> -'( -----'----- _ -. \ �.�_ =V_ _ \C kr- �,;- ( ATED COVER) 0 REMAIN IS i 2 \ - - }15,.7j�y. �i _ � l � _ �' N7(57NG MIX DS(LIGHT VE ET VER T t. I z . FF%=147.5 IL, _ --- -_ -,ar= / F +P%=142.5 I `r \ -- - - - -31 - - FBE=138.5CD - i\ 1 \ so l -• - �•�- Isv Nry - ISO .o<m. I ' �♦ / 41F r- �� -- ------__ --'- EPprwarl. '.,- 1; l g _ - _ /`•. �� F� -cr,►= TERRACE 1 3 B4 _-,�__ V , i ' l '► •''\„/ o FFE=153.0 --- Q ' ♦ I 1 , I - 1 1 FPE=148.0 ` ” PBE-144 0 476 a tr-CD l1 ROOF DOYMSPOUTS -- N CONNECTED TO ROOF 1 ' ) LEADERS DIRECTED 70 .- / i.- 1a ' - I __ 1 I ° / - -- '�_l/ "-• � `0 'e ./� CUL-TEC STORM ' /,A' - / 1 H ' I'•. r _ CC//}} r. I + MANAGEMENT SV51F]I / / / / - (STORY LAGGING) - # // r s-Arc,t I /- (TwICAL) / / Y 5>Ers= _ i ` a I - _ _ _ - ' E _ 1 _ -mo\o Eou"°nna1 -�'td <. •• /_~�Ar- - . A FFE=155.5 CULTEC/2 FPE_150.5 FBS-1485(STORM LAGGING) _ _ _... 1 p9 O H�- 143 I� \I SI (STORAGE) O RAC ` rra. `-__ -- E'YPpSEbE '� J `/ � rsG. J +us.7_ E — #5 � I I � - I r � u a 1 / •� r30. 1 FF% 154.5 -t I aAaAna I - _ / - ,t ♦/� ,"-k •l I -- I FPE-149.5 r � RB%- 45-5 A V 7C35 1 F 4 - �/ pJLTEC�S p ' 1 / 10 am DF�9IyC1® I { fs*>nY (s 1` az ,as} / (MT ucXalc YY-- ti e 1 T / \ \ 61 sofa . t i PORCH 'b� ��•l )' - "'�" C �l_.�_ ;48- 1- \ /A -._t- -f - I - .i ;, .O].a 1 .. J- `� - 11 ' II ---- ---------- d / °a F ` -_,49 O I f, i, °;� _ _ ` ,1 I Ab '(. 77� L FFE=141.5 __A 1 1 1 1 1 FPE=138.5 _•,J�,' \ I Y /' / FBE=192.5 - O W / 11191 =° I .0- sw � I I 1 � / �'/ f Oho eN°4•�'-r� / - /�--_�-. //'fir _- - --- � - _-___ -_ '.- --- \ , R J . Ac ` ALEfB: Now. 71 1 ' / / / > / . \ ro/`- \ 1� / \ a ♦ Tse -/- 7 ao I i - - � JJ r'- \ � I f„7►� +,13s \, � 1u. /S�� / \ � � 1 / � r� I � I ,� < ��{�� �s ; 1aa>n /i ,� -i---- � � \. I I I \\\ \ o \ \ Gam, \\ j ,,� --� �, O LB/IAa �� '4// - s1DaArrf) _ COLIEECN n Lg!>B '- - t -\ sYALe, AbYiND �., J \ \ (STORM ) - \, - ,}� poem 1 ' 131 (`7 � •,. � ♦ \ 1 11 / \ I O(DROP / t - I .y _ -.. _ �•�`� / a01 \'yz_ _ -- --i_\� _ / W - -I 1 Nr _#11 r` - - _ r_ , B 11 --_ �.,, \ \ ♦ / 0. `� K• FPE 147.5 ' - p - J�. _ - - ' `\\\- \ .{ ^/ , FB ` I o PA" - - } PO Z ,,. --- \Jy�S \---- CIIL7EC-AB - - t+TS e , 7 PORCH � � 10 �,r 11 . y . , \ ct/NK:DESIGNED FDR STORY' , .� E'o'o#a EgwaA � .. I Q . �r / ` / , -_ - - taw FFE 150.0 -- -7---- 0 -- -- J .+.._. - i uzs+ -t-._ 1 FPE 149.5 � = I T --.V� _-\ \ r , 1 -_ B 1 O FBE=141.0 Y__ -0 - >z � W _ 1 FBI / / -- A _ \ - ; - ` -147 -.... _.�. - � -•' , ',:' / / / - % I � FOR ';I �•+•I\ _ wN KWT 1 44` _AB , PAWO(D� _77, -- / 112 -_ ` c1410I � I . X19 \\ � 1,1„ - s_. "�" I �„ 1, \•.,t \\-`____ 1``', =-', - ' ---- - "'/ R -- `\ / r tEAOMuu+s - -- -- -- - \ - --`--` - -' - _ _-_--` ---- - _ - - \ cc C L 11 4180 ,It -- - R _ �y - ��-- ;, , , \., \�._� a - _ -- r D - - -,� — , � 1 -. rp ------ DETENTION DA_sTN- ---tat - 4 A/'r F _ ' — '. � STS __ - _�-__ __ Cb U) _ _ R _ V/ �..� maw. UM , rt i1L5 -- _-- __ _-_- - - �+ ST1�I1/�-��/wa - _ �_�_ I t ice.{(T1 �- { Lr IY" --A1, YATpI F]a CYCgK. f - __ -- ASS SyA,E -- l- Y....... '' _ -I QIIIER Q ,.._ �E1'AIA ,1 5 ]}J- I - - —�_•�N+ _ YaalE -- _-'--'-�r ' --__ - .I __ _ .� ------------- W -_ W 1a LT — — aa�mN NEW �' --- �- _ -- _ 1 1' --- - —_ IIYCS-AR " GH _ - R LAND w /,P*,-� (OUTLET caNT:ol sTralcnNM - —��� � \� Y - - _ --- - - -� - 1 (+YOU AVE IVOR ��- TE 1 p NUETIIPO � ND / 10 �} DEFINITIVE �� -__ i - - _ �. f r SUBDIVISION v / 0 4 m o —w ����� — WATERSHED ANALYSIS: -- rrra-rsa — — — — — -- - — — — - - --� e 411ft'low POST—DEVELOPMENT --- _ S (l TI-IBO UND for �` ---'� � ��,. 11 RESIDENTIAL LOTS W _, for a site at @ � / ''. l:ir�i'soaiz a a` _ -- #405-427 Highland Ave. Salem Massachusetts (A ------__ NOTE: THIS PIAN ONLY SERVES AS A GENERAL GU[DE, s APPROVAL UNDER SUBDIVISION �p / -- -i THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL tl' t ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. PtDEJ99-34 OoScoIN 20,120011 Sheet 11a of 11 CONTROL LAMP REQUIRED: GRAPHIC SCALE y /s SALEM PLANNING BOARD m / - N PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Land Owner: Paul Ferragamo co ( IX Ml) aw H N 419 Highland Avenue, Salem, IEA 01970 1 Inch- 10 R3Vs�c scow iAw Z PA,MTVK'1 m 3 7/20/11 REVISED PER CITY ENGINEER h PEER RENEV"'S COMMENTS PATRO WIC o LAND DEVELOPMENT ENGINEERING NOTE: THIS PLAN HAS BEEN REDUCED FROM 0, 2 7/,9/„ REVISED PER a>r5 PEER EwTEYrExRs COMMENTS 14 L1,°„ street. °ie,.. MA 01970 THE ORIGINAL. THE ACTUAL SCALE OF THIS A/ztrl AANNDDSTTORMWATPER�ER MANAGEMENT O EMPHASIZE DDETENTION CUREI T (978) 836-6400 E PLAN IS I" = 2Or V � STORAGE AND TO DE-E1I%iA92E EXFTLTRATION / NORTH SHORE SURVEY CORPORATION (J -_- DATE. _-_ NO. DATE DESCRIPTION 14 Brown Street, S.1—, MA 01970 p -� (978) 744-4800 0 r � #5 \ \ / dollop I— doop \ \ \ , / \ sop doop I E , \\ \ do1v�' ET6sTNc LANDSCAPING LAWN AND LANDscANc � � o,�'A"i / '\ � , doop ♦ ✓ \ Da �I= y f 0 ` \ "DasTING WOODS(LIGHT VEGETATIVE COVER) EFG \ _ #3 \ \ FINNING LAWN AND LAIIDSCAPING ti GRAPHIC SCALE }N, -wy E7aSTING LAMN AND - / lbak-0 IL \\\ -Ill.� ...�, oommo.Woo.-4)-�_ �./ U \ #435 \ ` _ / 1 NOTE: THIS PLAN HAS BEEN REDUCED FROM Q a \ \ D� \\ /i/ \ L� \ 1 THE ORIGINAL. THE ACTUAL SCALE OF THIS v - \ \ CD \ % - - - DasnNC wocos amu f VFlfE1TA7�COIF 10 FOAM AS � � R \, 1 IS i 20 HowALL07 u \\ 1 \1 - _ -- - ------ / / U CD I' --- RCEL A e-_ ,64--- - -- - - - - - --' �� _ LEGEND 56---, ,/ DULTEG-D D� EFG \` \� WATERSHED ANALYSIS �+ l i-- I (UW:DESIGNED FOR V \ ` 1 1 ` ' _ -_;sa _-} �-'ate, ``t --154 - --- #v S'L7 / / STORY LAGGING) DETF(1710N!!A$N-p '�' ! \ \` MAJOR WATERSHED AREA(DIVIDING LINE) \ 7- - 1 ���,L-f`` �- -ts7--- /,1 FIFE=150.5 �� _u7_ - �\\ „1, 'F `J / rv' ) r _15 / FPB 145.5 , - - -/ / !r , „ _ / I 11 - ---. -156- -F-- 1 ''� , I n` FBE=141.5 \ , - // .' // yn ! MJF MINOR SIB-wATERS/m AREA(DIVIDING LINE) _ -754 - lsl+. / ,m �'+'/�. L V _ -_-. / t \ \ -. r > _ i �r 4 r ♦ ♦ - / ,/ _ )i - rl ` SUB-WATERSHED UEIIlIE1GaTgN(TR-55 WATERSHED CMNtACTERISPCS n S [n - J ' 147_ - "1� yr / 1 u� DE771ED AS INPUT PARAMETERS IN THE HIDROCAD PROGRAM) _131 . .45s• .. . wW7°'6 143 -- � `, �cr 7 i - - \ // j / ` ` • +,4D.7 E ., L_— -- �\ --� �, ,134= I ' I. (1) i #FJ / 1' 1, ; '.,_` -�� � y� ".I - / \ // r \ M / ' /. 1 < HYDRAULIC PROFILE(ROW PATH)TO CALCULATE THE OF ` 1f , THE MOST :J.` / }MBO. _ FIFE=154.6 0 �:�--149_ ♦ _a($ .�,4\- j�/ / } 132 - \ i� \ (�0 �57Rrw� THE T�D�THE POINT� YCTION(TYPICALLY LLY THE P V010 ' FPE=149.5 %� / ,19.4 - (D %, '126. ,lR�t / Mrs "� CONTROL STRUCTURE AND/OR EARTHEN BIERM)POINT OF INTEREST ,'.- Q1LlEC/6 FBE=145.5 D 5 q / DM.e 1` ��\. /�� ?`}, / �\ - 19,ff-1401-_.. r4iERE ItUIIOFF WATER Rows INTO YET ANOTHER NODE W (Fur AREA DESIGNED FL (Sm01iM lAOMiM.) ,7I �i.'' " r]8.5 , - y ; -,----- ; ,- \1� • , -► - - - ` ` \\ B C HYDRAULIC PROFILE SEGMENT a ro sLow OVERLAIN)Row) nfp 1 5 ,a7 s `138-- NNN '�� / �' \ ,// �, _ \t:- FLOW DIRECTION(OVERLAND Row v FLOW IN GRASSED SwALES) U ---- , w-s at Powe �- -Da aLTE - - , / r _ O°'"'n°— R '`,emu= ❑ -ISO _�-." U 1 -- E,wosEu rawDAwaN- I ----_. -� ' (sTORA(E) \ /F ,/ /1 ' �''/i�/ , -..''•' ' - --_ --_---_ - ` SECONDARY NODE PONT OF COLLECTION IWITHIN THE ASSOCIATED p� H.., . I I I I I i t+-- ` \ A u -- INA -POD IN THE HYDR*CAD PROGRAM / - -- --------------- \ ! / / \ / 'I ! W\\ "CB/I' I y WATERSHED)CALLED 11 \ \ '--144 -- DMH/12aQ ) n. .n /' / y / \/ \ X\ I \ NUDB. P16MARY NODE(OUTLET POINT OF DISCHARGE)WEIR CONTROL EFG l� 1 STRUCRNE AND/OR OUTLET RPE AND/ORI CATCH BASIN CONTROL \ 1 d - �' I STRUCTURE GLL1ID'POND IN THE HYDROOCAD R20GEtAY SO r"ONCE t \ D a \ K Tt --D. ,- dop I I - ,ys ❑ -- 1 int 22LOU10 \ - --- Z PORCH \ �rrY� \ '\ ' ,.114.0 139 - r _ / (STORAGE) _ 'i ' I vA,w nuNrc...a + Q — `'\ D V~! — — ' zA�'i\ -- 1/ *hut / 1-\'I / \, �R� \ I `=_ #7 #429 7r II - - _ - _ - ---------- = 7 - I ----- ---- - .. ---1. I r i FpIlOA,10M � ;' � \ i � I ! ' Q j(��( � I" FPE=132 5 � Q I -.`�' -I^"� - 11 I I! - .a A` 1 ^% \ W1BCA - _-- #U D lJ w II FHE=120.5 I +lws - PORCH _ �' L0 --° --- I I - $ ,\ -_-- ,I �.w��! PFE=148.5 ` }L Ls �-t - - o `� ♦ - FPE=141.5 W 0 - ' #9 DSI ' - / 4 moi- FBR=137.5 � 1 t ,zs a+ - EFG ,sD - --f ' ,w QET6p PPS=148.0 77+ =147.5 �� E FPE f - 1 - FRE-139.0 F - t-/ \ I -`dow NI 1H _ 1 I v _ — - — I1.D+ In7 Tal. +,a4R I 1 1 NODE EFG (n .1�' �. LAWN DEPRESSION � , -i_ 1 \ - - `>, y I ,--� „'�`- \ -146- `attMN Wzt� _��INtIw UIQ WAucaui DETENTION BASIN-9 I _ �� A Y� i .1- \ - '' C 7 ' - - G +�� a� t 1 \ 4 \ __ - 1, ` -� �. I (LOW POINT 1.N1'1:RING DUNIIN LLJ ,4s.D+ 1 - v ^ I / " ., DLAEiENnWN�or.eA�S 7 - % �t ` - DONUT'S PARKING LOT) / S(J] / ; PAIIO '� `�- \r I,.z 4 -/ t�__-136- - 1+la.o .(^ . .\ / 1 `' I ' ,SIN-,oIn- � -----.�-�+115.0 ,>5 I C _ _ - C ---- � DMH#23 ' - 0 1 I ` ' — `ETE ODEC+ DEFINITIVE RNLI 1 i. � _ I � ��-1 EM�9H0 j\ L _ _ _ _ - C �� � �� �_ � ��� �� _. --�-�-_- � � las .pec.+ �_— - M C -,"��: -------�- _ _ _ E451Mr�OiaER Sor p ..- �t / ' zlk _ ' SUBDIVISION o - — — — — — — 9lFftlA „r' ❑ —— — —— / ' WATERSHED ANALYSIS: POST-DEVELOPMENT Q. '/ 0 for 2 .1111" RESIDENTIAL LOTS Ile f-' . Site at HIGHLAND AVENUE (ROUTE 107) NORTHBOUND i /.00/ #405-427 Highland Ave. ` -�" W') Salem, Massachusetts � APPROVAL UNDER SUBDIVISION - ______ - CONTROL LAZY REQUIRED: AWm X� SALEM PLANNING BOARD Date: April 20, 2011 A PLDE/99-34 Scale: T' = 10' Sheet tlb of 11 _ _ ,,..u.nreu, � TirIi TIE 61E➢IN1511�-_---__ \/Airne.a(/9y,1 1Ae.f=rb 92 'j--- -- -- �� # PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Land Owner. Paul Ferragamo rs 419 Highland Avenue, Salem, NA 01970 AN ScarTAN Y a MT1ciNUwICZ 3 72/, asPER TEG !Pt RtI ' M PATROWICZ A DEVELOPII[ENT ENGINEERING SIF-np64�a ' 2 7/19/11 REVISED PER ONS PEER REVETEWS COMMENTS 14 Hrown Street, Salem, MA 019/0 o, P 1 8/21/11 REVISED PER MIDTER COYYQNT3 SHOVING MODIFm CURB CUT (978) 836-6400 NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. AND ED PER MHD COMMENT& To SHOWING MODFI DETENTION/ C/ THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL STORAGE AND TO DE-EMpHAy2E EWtTRATION NORTH SHORE SURVEY CORPORATION U DATE: ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. NO. DA IE DESCRIPTION 14 Brown Street, Salem, MA 01970 O ❑ 978 744-4800 U — jll DEFINITIVE SUBDIVISION PLAN TABLE OF CONTENTS 1 . LOCUS PLAN FOR A SITE AT 2 LAYOUT GEOMETRY • 3 EARTHWORK/GRADING a n cl .4Lv4a n u e 4 . DRAINAGE : LID STORMWATER MANAGEMENT iE; Afk Im 11F= FYI FYI Li! ii ■ ROAD 5 . UTILITIES &1 LANDSCAPING 6 . & OCTOBER 13 ., 2009 Revised Thr2010 7 . NOTES , LEGENDSITE DETAILS , 8 . EXISTING CONDITIONS J �, z �� 9a WATERSHED ANALY I : L y — ELOPMENT PREDEV S 7 c Q m / ANALYSIS : m m 10 . NATER HEDm N b n O bm ■o e n N OST— DEVELOPMENT 4 N b 3 z 5 N N 1 — J /v m i J (4 ❑ r N r J D L1 P M W JO P \( m o ^O ( N G N O00 / CD 0 A\ 16 18 2� 6 _ A J P m N J 3 0 PO N N O T 0 00 lo U, c N 8 i0 JS / �JtT N y ti NOTE: THIS LOCUS PLAN WAS SCANNED FROM THE ►.J JL �qb 0 O CITY ENGINEERING DEPARTMENTS GIS DATA BASE. THIS LOCUS PLAN IS NOT TO SCALE AND SHALL NOT El ti �q o o n BE USED TO DETERMINE ACTUAL PROPERTY LINES, STREET LAYOUT AND/OR ACTUAL BUILDING LOCATIONS. ■ 0 N THIS LOCUS PLAN IS INTENDED FOR GRAPHIC \ a PURPOSES ONLY TO SHOW THE PROJECT SITE IN ru RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. c' W P O N N �,^ m APPROXIMATE GRAPHIC SCALE a lb 100 0 SO 100 2(>0 400 m CD r ❑ N CIL n ( IN FEET ) Q N ❑ 1 INCH = APPROXIMATELY 100 FEET !Y QNN N ❑ N L N o 0 o N ' CT Ilii CJ* C-) O N N n m Q� O 4 S N 10 T Y meu o N 0 m m Cn CD ° 2�.�P�� m T PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY m a ■ARK Sr 3 � ti ti N C/) 6 , s 0 6 2 2, m N • v�P�jN MgSIP 4 1/28/10 PER PLANNING BOARD & PEER REVIEWER'S COMMENTS s TEAM. o= SCOTT IAN cyc 3 1/19/10 REVISIONS TO ACCOMPANY THE HYDROLOGIC ANALYSIS m m m PATCIVIL ROWICZ O /o s 3<��k9 31 O ti OWNER/DEVELOPER: v No.33656 y 2 1/14/10 ENHANCED STORMWATER MITIGATION WITH UNDERGROUND s ST PAUL FERRAGAMO 9� o C) \ `~ ,' 16 2`� 2a 33 419 HIGHLAND AVENUE, SALEM, MA 01970 "O9C CiS7 - �`�Q STORAGE/EXFILTRATION, EXPANDED WATERSHED ANALYSIS C) a 978-977-9801 '3/ cv s 2p a2 o ti a2 �� ONA 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS \ a O 3q ATTORNEY: NO. DATE DESCRIPTION GEORGE ATKINS C? ■ a6 a9 N RONAN, SEGAL, HARRINGTON 0) 0) 4/ 59 FEDERAL STREET, SALEM, MA 01970 o W N N N 32 43 53 (978) 744-0350 X107 Q o OM v h n � N 9g 51 Q as 0 47 49 49 ARCHITECT: DEFINITIVE HARRY 42 ERSEN 46 GUN ERSENDASSO ASSOCIATES o q4 20 CENTRAL STREET, SALEM, MA 01970 O <9� o ti SUBDIVISION ti (978) 744-1000 n SITE ENGINEER: Q v W o m Q o o N SCOTT PATROWICZ, P.E. LOCUS PLAN Q ti N PATROWICZ LAND DEVELOPMENT ENGINEERING LU O N N 14 BROWN STREET, SALEM, MA 01970 s 0 (978) 836-6400 or Es N m FIELD SURVEYOR: 11 RESIDENTIAL LOTS N j GAIL SMITH, R.L.S. U _� p NORTH 9SHORE SURVEY JRV Y C A N 14 BROWN STREET, SALEM, MA 01970 for a site at w (978) 744-4800 # 405 - 427 Highland Ave . o PpOs Salem, Massachusetts -N 9 APPROVAL UNDER SUBDIVISION Date: October 13, 2009 p a ae m C CONTROL LAW REQUIRED: eti <9 PLDE#99-34 Scale: 1 = 20 Sheet 1 of 10 a SALEM PLANNING BOARD Ln 9L Land Owner: Paul Ferragamo <� 419 Highland Avenue, Salem, MA 01970 3 PATROWICZ LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem, MA 01970 o (978) 836-6400 c o al N NORTH SHORE SURVEY CORPORATION m N N N 14 Brown Street, Salem, MA 01970 1 U) DATE: _ 978 744-4800 m E n O O U PLANNING jA,PF F ::- %. ITE F Lj%N BARNESI _ CIRC LE #22 BARNES CIRCLE #7 I RICHARDMAP , BLOT 88 JR. � CLARK STREET \ I L.0 69151/348 JORGE DELVALLE #12 MAP 3, LOT 79 15,OlOtSF BARNES CIRCLE I S 16.E 41' w ,. 11,378±SF I Z � BL ❑ WUP \ BOURQUE �'v"O.LIINEf' � 130.03 n REALTY TRUST #14I o,%Z J o NOT To SCALE _ \ MAP 3, LOT 93 \ IRON PIPE Q L.C. 66214/318 BARNES CIRCLE '6' (PND) oTOBIA DELULIS #20 MAP 3, LOT 92 BARNES CIRCLE #18 I BARNES CIRCLE L.C. 33202/144 BARNES CIRCLE 6,250tSF DAMATO REALTY TRUST � SILVlA WAYNL' - PANFILO DAMATO I JOSEPH BOUBREAU, JR MAP 3, LOT 89 \ I MAP 3, LOT 91 MAP 3, LOT 90 L.C. 13355/238 # 5 L.C. 32714/333 L.C. 69605/325 � 6,z5otsF I � '� CLARK STREET �. #�j' HENRY RUTKOWSKI MAP 3, LOT 78 / CLARK STREET I I 6,250tSF L.C. 57514/265 / - \ \ ROBERT RIDGE - - IRON ROD _ I 15,OlOtSF 5,000±SF - - tSET3 � — MAP 3, LOT 124 940°1 6,20"w / j L.C. 10261/177 50.Qp' I 6,067±SF I 1� 12,369tSF i .- ................... #3 5 00 IRON JPIPEiCLARK STREET Goa / SEE ) •-s • ,11, BLOWUP#2 JEFFREY BACHMANI� 113.37' S40°16'20" 3' 41 ° \ MAP 3, LOT 77 V w Fj° + / � L.C. 63953/298 (SET) LOT ROD �x � I LOT — # 1 � � .� 2958' � s113o.03 \• •o� w 5,000tsF LOT AREA-9,598tSF � _ at � #4435 LOT WIDTH=148.86' LOT 2 I _ \ gli � lo• 1 (MEASURED AT FRONT SETBACK LINE) # 99.78- _ DSET) HOLE • ► O�'' ro I 47 22 \ •� \ FRONTAGE=161.58' LOT AREA=7,383±SF _ 816 1V' r ! 1 HIGHLAND AVENUE (MEASURED AT STREET R.O.W.) o0. LOT WIDTH=102.40' !iL LOT #3 — FRONTAGE-101.01 IRON ROD SOUAP A LOT 127 L.P. ' _ 17.73 <SET) dow \ MAP 3, LOT 127 ►- - _ _ p �n LOT AREA=7,518±SF , / L.C. 68995/326 LOT WIDTH=100.05' LOT #5 1 52' 8 (NOT A BUILDING LOT) FRONTAGE=100.06' 'Z z LOT #4 LOT AREA=9,550±SF SNOW STORAGE AREA SEAR y LOT AREA=7,043±S�F 1 LOT WIDTH=110.85' _ "to NOTE: ALL DRAINAGE STRUCTURES PARCEL ALEACHING BASINS CULTECLOT WIDTH=100.09 FRONTAGE=108.89 ( , ' 30' c, FRONTAGE=103.46' �, 3,446±SF SYSTEMS, CATCH BASINS, ETC) 0, , (OWNED BY �� \ 1 SHALL BE PROPERLY MAINTAINED O W HOMEOWNER'S ASSOCIATION) �; 1 BY A HOMEOWNER'S ASSOCIATION. (DRAINAGE EASEMENT) O L=65.55' oINS , \ - - I#401 C\? v, % I d+ /.- R=120.5010.0 I Q Y \ L=18.96' .� HIGLAND AVENUE �----� R=10.00' SAMUEL CRUZ ' L, MAP 3, LOT 72 R, 35.46' q ~ l ` L=8.99' _.3.95'.- L.C. 54577/251 #403 594•Sp' / _� I � _�k R=220.50'. L=44.84' \ R=220.50 834`55'20"W .- 10,000±SF C o - 10 33.03' �I oHIGLAND AVENUE �� , RANT - __ _ _ - - -T ,p5,� 6 - _ ARD Sti � S2po p CHRISTOPHER LANE O �O % R=B',_ BACK_7 '7, 10 gg,B7' 1;d4 I`O MAP 3, LOT 73 �,�� L=12.83' 4.50 �" / I , �� IRON ROD 10,000±SF �s / , \ - 594.50 (SET) � R=79.50 _ \ � L=103.46' � � 00 I _ Q - - I I , I 1 - 3 PARCEL B (ROAD) o o a PROPOSED PUBLIC WAY \ _ _ - - �_�� \ R=179 50 834 55 20 1P -71 17 25,209±SF LD \ '' S2 .56 05 _ L=43.B 8.26 I I O 1 -�� �23.56' W �� \ g3.03 - _ _ R-15.00 � >� now ' 1 I 0 J1 - I _ R=635.0� too L=131-93 Go O / 1 L=86.79 b OI W .� , i 1 � #429 IRON ROD - I (sEn ' /�'ti y /�� \� - � ✓� � 10.0 HIGHLAND AVENUE� ' / N -1 BOSTON STREET REALTY, LLC - I CIA MAP 3, LOT 25 i - --- 1 L.C. 58851/272 S40°ls' LOT #6 � 1 -- 50.00,, 20 / �'— - - —� z -�Pin l o�� � - - / \ LOT AREA=6,919±SF zo C o 0 LOT # 11 I 16,625tSF L=18.94 , LOT #7 1 0 1 I R-10.00' LOT WIDTH_129.71 \ I LOT AREA-6,824tSF z z LOT # 10 LOT AREA=6,914t'SF ■� FRONTAGE=147.20' - , LOT #8 LOT #9 LOT WIDTH-96.57 71. 12' 1 (" ,,,n ) I LOT WIDTH=83.67 : LOT AREA=6,523fSF FRONTAGE=108.67' •9 =, _ (DRAINAGE r�AaEME��T LOT AREA=6,406tSF S40° •, FRONTAGE=84.00 LOT AREA=6,1433 SF LOT WIDTH=83.55' 20 L_75,61 ' , s W � � LOT WIDTH=87.17 LOT WIDTH=87.27 FRONTAGE=81.93' - 'i� FRONTAGE=87.05 FRONTAGE=86.79' I L=='0�� i` NAIL � — MHB L=719.01' �-- - CENTER unummm 4� _-_ _ / ' (FND) � - L=87.81 I / 8.1=� � (SET)- - L=91.18' - L = 506.81' R = 1959.00' NOTE: ALL DRAINAGE STRUCTURES -- (LEACHING BASINS, CULTEC SYSTEMS, CATCH BASINS, ETC) SHALL BE PROPERLY MAINTAINED BY A HOMEOWNER'S ASSOCIATION. ° HIGHLAND AVENUE 107( ROUTE NORTHBOUND HIGHLANDSOUTHBOUND #392 AVENUE _ HIGHLAND AVENUE — 440- 450 392 HIGHLAND AVENUE REALTY, LLC o MAP 3, LOT 5 I HIGHLAND AVENUE oROUTE 107 SALEM ASSOC L.P. #402 r — MAP 3, LOT 4 --- ---_ CID _ HIGHLAND AVENUE #396 �— — _ CAMP LION OF LYNN MASS INC Z 1� O HIGHLAND A VENUE \ MAP 3, LOT 1 U I OLDS VILLAGE MALL REALTY TRUST > MAP 3, LOT 133 #400 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY m LL ENTRANCE TO HIGHLAND AVENUE LL OLDS VILLAGE MALL REALTY TRUST ��N OF r44 4 1/28/10 PER PLANNING BOARD & PEER REVIEWER'S COMMENTS - AND EGRESS FROM MAP 3, LOT 5 TEAM. �a�� ss9� 3 11 00 � �,�' SCOTT IAN s� 1/19/10 REVISIONS TO ACCOMPANY THE HYDROLOGIC ANALYSIS OWNER/DEVELOPER: � PATRO�VICZIn 2 1/14/10 ENHANCED STORMWATER MITIGATION WITH UNDERGROUND o HIGHLAND PLAZA PAUL FERRAGAMO o CIVIL v CD 419 HIGHLAND AVENUE, SALEM, MA 01970 9� 0.3 STORAGE/EXFILTRATION, EXPANDED WATERSHED ANALYSIS C) MAP 3, LOT 6 978-977-9801 G! TE F 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS CM3 v ATTORNEY: N0. DATE DESCRIPTION rn GEORGE ATKINS RONAN, SEGAL, HARRINGTON rn w Q 59 FEDERAL STREET, SALEM, MA 01970 (978) 744-0350 X107 o ARCHITECT: z HARRY ERSEN DEFINITIVE GUNDERSENDASSOCIATES 20 CENTRAL STREET, SALEM, MA 01970 2 O (978) 744-1000 SUBDIVISION 2 Q SITE ENGINEER: 0 SCOTT RZ Q PATROWICZLANDDEVELOPMENT ENGINEERING LAYOUT GEOMETRY 14 BROWN STREET, SALEM, MA 01970 U (978) 836-6400 for ICU �159G ^/ FIELD SURVEYOR: 11 RESIDENTIAL LOTS O GAIL SMITH, R.L.S. v NORTH SHORE SURVEY CORPORATION for a site Cl t I 14 BROWN STREET, SALEM, MA 01970 w (978) 744-4800 # 405 - 40-1 Highland Ave . 0 0 Z NOTES _ Salem,LOCUS Massachusetts 1. LOCUS IS SHOI DISTRICT AND ANWENTRANCEECORRIDOR OVERLIAY DISTRICT. LOCUS IAS D2.516t ACRES. EXISTS WITHIN THE R 1 ZONING APPROVAL UNDER SUBDIVISION CONTROL LAW REQUIRED: ate: October 13, 2009 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SALEM PLANNING BOARD PLDE#99-34 Scale: 1" = 20' Sheet 2 of 10 SURVEY CORP., FEBRUARY, 2000. Land Owner: Paul Ferragamo 3. PROPERTY LINE REFERENCES: T 419 Highland Avenue, Salem, MA 01970 A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. 3 I o AT OWICZ C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. GRAPHIC SCALE D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. LAND DEVELOPMENT ENGINEERING � zo o �o zo 40 so E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. Brown Street, Salem, MA 01970 F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. (978) 836-6400 (n G. LAND COURT PLAN 7159B, DATED 5/22/36, FILED WITH CERTIFICATE 11169. m NORTH SHORE SURVEY CORPORATION y ( IN FEET ) 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. 14 Brown Street, Salem, MA 01970 J) 1 inch = 20 ft. DATE: (978) 744-4800 ICU C N E U O n U SITE PLAN -. BARNES CIRCLE , \ I r I #22 #12 J \ I #14 / � #18 1#16 20 \ I # #5 c� RET wI 2fFLp 17 #6 W NG rip ° �\ Z� PAVED DRIVEWA- STONE ? I 24'TREE 5"CHERRY yc� ' r \ tD / CHAIN INI WALL W. I LINK FENCE ' \ 20"CHERRY 152 K ? CO i I 15 Q # 4 4"MAPLE 4"MAP E O 12"MAPLE - �?I i t }� OBOULDER BOULDER 3 12."MAPLE ,56--�� 150` ,24"MAPLE ' � ,,55_ -�_ \ 20"CHERRY BOv;o ULDER 154 2"MAPLE \\ \ ' 3 BOULDER 3"PIN1F� 1,5 24'TREE ` � ' `� �✓ 149 I _ >> 1�1REE / ,' \ 1 3 24"TREE `'=` 6-, I z Bou DER -- eO��oF�, \ -� _ 4"OAK PROPOSED RETAINING WALLS (ENGINEERED BY OTHERS) TYPICAL (� _ \ PROPOSED RETAINING WALLS (ENGINEERED BY OTHERS) TYPICAL IMPERVIOUS BARRIER �� OAK \, //�\\ i zo"MAPL E 20" �sr" _ EE CROSS-SECTION - 16e r27.s \ N (RUBBER ROOFING) 23"CHERRY S +153.2, ----- - - HP: 154-. \��_= 1 i�i 6\� = -15 4� J J J // r 6' --*1 +147. x t \ �� HIGH -147- - �_ - / - - 1 / 53.5 _ � /// \ I ` RFT. 4j / �s 146.3+ CX7 d _ /�,l X145.3 45:3+\\ ,53.4\ 20"TREE / �� 16I //1j /i ` \ T J 5 wALL / a6.4+ �... �- '- 147 / `� 4s.4+• / / 6S'� I _ - /i - \ I '� / V \\ !9 LBB 30�• i\zl\ m - - ` 146.3+ 146.4+}j( 140.9+ \ , \\� j/j / HP:152.9+ i \ / d , I 5' -146.1+ - \ I � g i 46.5+ I I + / O a / #435 14"CHERRY I N 44. X14.7+ / �\° \ ` Q 01 LOT A2 °� I , / / \ 7. ''i �' 6 % - \'62�i/ /�6 / 144.3 v~ l \ 1 I - LOT i I � -1 Y 53 -� � � .�� +,60.4- � - _ - � / / � / _� PARCEL A`11 �N I 1m = •0 53.1+ ) _ 53. .E =:160.5 ,�= i/'� _ \ //i1�j�/1/ // 144.k r 14a:a �1° / \ FFE �55 ) 1 \ x+151.5`- - \ _ /- - 61 / _ ' j,,� 1� 1 DRAINAGE L'cNT' coNG I FFE=148.0 I -- r- r� 7.1, FPE=150.0 - - + ,.s - 156-_- ,o,� +,ss.a \\ ///� /// '��� GES EA / \1 - _ - 1 ; t- - r / 151.6 / �,/ FBE=146.0 Pa15575 - 0 / / 3+ �. �^� I RETE \ _--145- �- � -- � _ REr.wA FPE=143.0 I o \ 1 as1. + + r6 1s _ 13s - `► / 14a. LL 6'HIGH -- \`~ FBE=139.0 I I "' \-�� R6 /_ G< \ - , 148 / 144.1+' yl i \ / / / \1 _ RET. \ � - _+15.3/1 � 1 PORCH ./ �,� LP:15s.s� -.� -r \ / / '�� �� + 32.1 %' � 1 \ \\ I J/ � �/�.`\� a \ �'1,z � WA L ,44.5+ AS I �- / LOT #� / / , l ?i �,'.;� I + Cra\�0� / ( A 7 \ 1 - " o��' �4 / T�'-- SPEP I ! � FFE=162.0 / +,4s.e _ � t LOT #�J m� \\' ;r I \� \ / .0 Lek29/�//hi BASIN D \ '1 PORCH ®t. I ` S h � / 4r.2+ - / - / //^ RETENTION I 1 I 15"APPLE I - _ FPE=157.0 I + 46.9 _ LOT #4 / FFE-146.0 i \ \ \ \ / y / / / +tzz.o / 43 _ 4 / \ S �0 +�` f5 's = / / = FPE-141.0 \ ' ,a,.2+1 / 8^ 49 ? - - � --� t I _..FBE 153.0 � � ,-- m� FFE 157 0 / � � � ` \ \\ _='J / ��/ �s �s ,/ / � THEA[�WALL D I I �b� 1- \ / \ / I,I m 150\ ,�,� FBE-137.0 ' S i \a \ --��//� I Lg/8 3, I / /+ - _ / . ,.•% \ \ \ I - Zg FPE_152.0 / -, - SEP I \ \ 7::_1 / wcs 31 \ � I i 63 FBE=148.0 LP:149.5 M S . ��._ �� �3���).// - - # _ \\ '' I./ 1 / 142 / l \` J \ I r - \ �\ � �= '! \�// ` - - -1 zss- (OUTLET) \ �y +141.4 �/ �/ / \ / _ \ / i I 2 i / I 10 \' S EPS I PORCH 142 ( � /1� DrZ/�� / / I I I DMH#9 i J C I \ \ \ / ` = y- �/ / \ 61 /i 9/ EARTHEN I Q I / 1 61 - 5 /\ 1E - 1 I 1 J I s2.o \1 3 _ - // / 1so-J'C /- / / / _,= � M.S „� \ \\ U \_ /% /14\/%/ CHOECKDA 1 1 N �\ I / ` ^`b -__ _ - ' 4 ._`r.% + STEPS,. , -- 159- t�b.s /; %�C B�129 J PORCH / \�0 (2 O.C.) \ \� \ CB it I / p°j /- - 1 / / ,a \ i N \\ TYP.\ \ 7P, I \ I '� +1.50.1 \ -X2.1-} .\ �� .,r- 1 -- �__- _`f /,.,e%S� \ �I ..� Y�7 Q' \ ,2.0 _ \\ p - , i I p/ s9 -"�'�► - - - as 1 LEVELING ARt 15615 w ����/ \ `�� / I \`,'---_ - .....► - 8#24 , w"� N I I 1�J I ' \ 1 +HP:,50:3 \`----- r 1 �CB#2, // 39 - vvv +146.3 EARTH #401 DMH#6 �v 1 v Al �..�� `�v 'ss I I 1 1 v v' v v 1 vvv v I, 11 IICHECKOA� I -1 A \ • �� I \�-_ o I I 1 1 1 -I • DMH 23 -(20'0C) ' 403 _ w I _ o $J # 15? I IAA � `� --� �-.__ 1 �_ � I I DMH 20 _ _ I I J # \ � / \ '�' N ` \\ \ � / o� � � I 1 I I -I---- _I I \ I I # \\CB#8 \ / / __I V \ srj� ` J ,5 / �•J l I l I I .L o \\ '� - #429 A \\ /3S 14s.s 146.7 (i��° \ _,�c \�� TW:150.6 50.6 -�Y.,.�_ // / CB 2 ^ - - \`\" M \ "''M \ \� / \ \\I ? +12 .4 / PORCH ( -^� � s moi\ t - ` \I \ I 4,7-3 I PORCH l t ' GARAGE / \ ,� I 1 \ (�/ 1RCH _ 152, ® - ^^^► """� \ `\ _, �\ 1 , �- \ 1 I FFE=136.71 s ^� 1� " f \ / \ - s/ \ 6 1`' i' 5.5 , +134.0 133 . 1431# �M \, / ®1 \ - _ -137- PAVED PARKING AREA I _ = o, �' .' LOT 6 N ,36_ . # --- = -,42 ;:_.x; 5° \ - ®� - - ��50 X.1 -- 1 / I - LOT #11 I - FFE=144.0 LOT 7 _ - - \ 1, FPE=143.5 �F # PORCH - PO FFE=142.5 r -� I �` _a� i P PORCH LOT #10 � \ � / FBE=135.0 ------ N: 1\ o _ = 4g- N LOT \ `'� FPE=137.5 \ / SS FFE 149 0 � __ #$ / PORCH '49 - - FFE=142.5 � � \� I' I % \ / _ 133.2 I T FPE_148.5 1 - - \ LOT 9 �.I, FPE_137.5 1 1 FBE=133.5 DRIVEwaDY J /32 = , �YT31358 r :, c STEPS FROM / 4 - FFE_153.0 - -� �' # \ \ FBE 133.5 FBE-140.0 �,� w 138 - - I / BW:135.8+ \ ,� FIRST FLOOR FPE-152.5 - \ -- FFE=146.0 148 \ - \ c'.1 �,3z.7 4s- 1 I +�'5 =` 111 4 _ , Q 133 - ` _ _ - �� BasEMENr, I --. FBE=144.0 \ FPE=145.5 147 +,4z CB#2 ` 39.1+ /- 1�I 7 _ I�► I TW:iS .6 _- _\ 138 -- PAVED o w / \ \ -OU i I +150:4 - - - \ �Z- r ' ` - -/ I- y I ,+1 3.4 DRIVEWAY --,.... u 137 _ - - - 1 PATIO / f O \1111 / 5 I I I + WALK-OUT -- I I - FBE-137.0 ' \ I 132.6 BASEt�EOT / / ��� // / _- f - 1 / 13 +139. 1 137 1 __f I/ PATIO Y + w At1� 138 lq r / BASEMENT --- - ---/ o ' !_ } •'--� \. i TW: I 9 �1 � ► I F . Bw:147.0 \ `' 1 1 -133 ( J I ✓ W:135. 1 \\`/12 I I 1 '4 1 -It X\ '� WALK-OUT /145-- ', i _ 1 PATIO _ _ _ t / -141 ' 'f4o.s+ I +128 5 { \ 4#_IST +143.5 +145.5 143 \ T37.6 A .% \ r I ti }BW.135.2 \ �� \ I ` 3_ r - - \ 1 \ _ - - - BASEMENT142 / / I PATIOQ i --- - 9"PINE ,34� c6#1 \\ 1 - _ I �. - PATIO c� C� 1 \\ a 1 ----- \ +136.5 141/-- ) / / -138 _ - _�_ t4QS+ / . CURB CUT 132 _ �• LB#3 ti \ \\ I / 138.8 +d \� ` 146:2 I - ,�_ ------- -PATIO 1[s / --- _L--�. ELI ` X139- 3z7 _'33 / \ 1I TENTI N! 1 1138.8 `a'.r t ts,- '.r'_. -�- --- �- 3 - � HP: 14G- � , 1+12 .4 GURB / DRAINAGE EASEMENT ,\ 1 ;w arm - 6,- � VVVVV 11,39 _ 6 ` ,ss ' CUT EX.CONC.SID / - WHITE IInIE �� EWALK v DMH#5 ASI a.,.. • - 36-y _ TWr1 ry -� L8#41 1 * r - •--- - - 3 -- 13 - _ - 38 / \ - +. '- --- � d6 +_ar-4_♦ + 4-.a.- s-, °.E =ry+u� FiM - _.. - 1 i - - 1 1 J - - _ R , 1 - --- X35, --.-v-_ _..+ _•.k:. "'M- ;.- ' -----. - i -------- 134 _._ - 2A 131.2 � -- _. _ - � - - / 1 34 --i + +"- r t 7 a r + - e , - i �� EX'ST,NG-. "DGE ACE 1' uP:r4rr - _ I HEADWALL B , + / I -rw:133.s ;�-:_ + _- * - r - TW:135.5 p 28.7- 128. /� / 133 2.Y+�� �- - EXISTING LEDGE FACE 33 - LP:131,8 - R BW:131.0 •� -tP-}-35. .r'' :- - - ❑ 300-REE r-H_: +"t$' I 132 d ✓ - WHIrE LINE TW:135.0 ► rt ��- �• - = 32 --- EX.CONG. BW:130.4 +. s-r,--r':+�aL� EXISTING LE GE FACE SIDTW:132.6 c ,t __, - r-.�_° � _---� � - - - 131 -- EWALK ��► ; r t+ .- -131- - TW:135.0 3t _ _ _ ..__.� + Tom-cue,`*` _F__`- _ _ --.. -.-.� .. - i- _--- - / ----_- - r T.--+--r_Y__i--�_e"_ __a_3-_a_e s BWW30 - --- = - ---- -130--- ---- >. .-w'-r --'- -+--+-- �-- 23 TW 1326 -_- -- __ -- - -- --- - - --- - ,g. CURB1 �/ OUTLET _ _ CUT WCS#40 �- - --- - GRASSED BOTTOM DEPRESSION DESIGNED TO SLOW THE STORMWATER 2"DEEP PEASTONE LAYER CROSS COUNTRY FRAME AND RUNOFF AND ALLOW FOR UNDER PAVEMENT SOLID COVER GROUNDWATER RECHARGE �� CROSS COUNTRY 4" LOAM AND SEED 4"LOAM AND SEED OR APPROVED SLOPEI WITH OR WITHOUT / �/� UNDER PAVEMENT SURFACING OR RESURFACING CROSS COUNTRY FINISHED GRADE--\ RISER SECTION MORTAR CAP \ 4" LOAM AND SEED PROTECTION ��/��/� � �� \ AS REQUIRED. UNDER PAVEMENT / / / OR APPROVED SLOPE 4" LOAM AND SEED i�/�/�/�/�/�/�/ /�/ ' '•; -------- :r.. /� \ /\ i�/�/�/� /��//��//��//��/�� �\ �\ �\ �\ �\ �\ �� ��/��/��/�\�//��//�/� PROTECTION SURFACING OR RESURFACING o / / / / / , 24" " / /8" COVERS // // /� X/X/�/�/�/ /�/�/� /�/ /�/ /� /�/�/� �/ _ AS REQUIRED. I % ROAD BASE (GRAVEL) OR APPROVED SLOPE -SURFACING OR RESURFACING �I - - - - / \i \i�� �� ��� \//\ / / / / / ..... = OD : �+a,' :a,. TION AS REQUIRED. ``� �� �.LI.�.G�.LI.�G OPENING l�i�l`�✓� - '�p�.' , ... /,,, ,, ..ti, .". •r:• •. -- i. °0 BASE ( RAVE ) SPECIAL BORROW O °00 I / / / / i... 6„ ° II _o o - - - - __ ____ ____ __ 1 - D _ .. . . _ .: •1 r`t •, D - ��/ O oy ROAD G L 11:. ORDINARY BORROW 0 . a.'•:. � o c 0 / , o ° ROAD BASE (GRAVEL) 0 P o D ",> I 0 0 0 0 I-OUTLET PIPE (CORED - ' ° p ' �; •� p _ w mow,..... 8 p d' o, w o - COMPACTED IN ao / O o ,� 'Q po SPECIAL BORROW ORDINARY ORROW '- LL, m Q I INTO THE SIDE OF LB) - _ o _ o _ _o _ o _ o o O ° U p ° B o I� _______________ __ MIRAFI IRRI(_: (ON SIDES ONLY) _ � ��� o o �° U 'a. F ❑� 0 0 I ui U D D '� 2-FEET MIN. WIDTH D D D 12" MAX. LIFTS 0 ° 0 ° F ° c O Of O O '.o . D D D / TO PREVENT MIGRATING FINES -1 - MDPW M1.01.0 0 ° IX . ooh - 3 X RIFE OUTSIDE DIA. O Op N N J m Q > o . o . - > o . o , o . m . o _ pp p N Q❑ a �O 0 Q o _ o _ Q o 0 0 0 0 _ o - MIRAFI FABRIC U ° ° o O U ° ° np ORDINARY BORROW OR 3'-6" MIN. o �°° o o O V) -- ------------ -- FOR THE PURPOSES OF STORMWATER INLET PIPE (CORED o, P ,J D >_ _ D. e D D D D D _ D _ D. > _ �p INTO THE SIDE OF LB) ❑� D D ❑� QUALITY CONTROL, THE OUTLET INVERT _ In, lo _ ON SIDES TYPICAL p0 O 3 X PIPE OUTSIDE DIA. s O 0O� -- , Q ' IS HIGHER THAN INLET INVERT TO ALLOW IL z m o o o m o - YPE.14 OR 3 -6 MIN. 3 MIN MIRAFI FABRIC Ckfp O OR 3 6 MIN, IDE DIA. ------------- - m a ' - - - < PE (T ON) w p O o ° 0 00O 3 X PI OUTS I ❑� a 1 0 0 a _ o_ WATER TO INFILTRATE INTO THE _ _ _ - 1 t, p / CRUSHED STONE BEFORE BEING ° N ° ° l� ,` ° ° ° ° ° o ° RCP-CLASS V PIPE w O o° . , o o m > o > o 0 0 / DURAFILL (FLOWABLE FILL-DIGABLE) ,' -I ' 2' MIN m z Q - DISCHARGED TO RECEIVING DRAINAGE - o _ Q Q I XI _ o o _ o _ o _ 12"MIN. 1. 12"MIN. I ��\ _ I O O ° MIRAFI FABRIC 46' DIAMETER ' _ ' _ ' Z _ D D a D LINES/STRUCTURES. � I - > D D ' D _' D 11 D _ "D, D -_\ _ - CLDI PIPE _ k D ' 1 ' _ �` �. �. \ 12"MIN. , �\ f SPRINGLINE 3"MIN. _ /NN p p �n \ - m Q o 0 0 o I \ \� �i �- PVC SDR35 OR HPDE �- �- m �- -� m = - IN LEDGE AREAS OVERBLAST AT LEAST ) SPRINGLINE �� -11 12"MIN. : ,'� �\ _ _ -- I- _ \ _ - I I -I _ - - - - "MIN. -11 I- 4 -I I 1-1 I I / / - I� - - - - - - - - - I I - I I-/ CRUSHED STONEN(TOGALLOW SIDES OF THE �`- '�/ -I--_-1 _- -+ + + + \\ / e SPRINGLINE _ _ 9"MIN + + -II iI -III \ \ - - -III - -III-1 I -I �\ EXFILTRATION 9"MIN. 6"MIN. + ��/ " / \\ - 11 jj � I- FIRM STABLE \ , 9„MIN. NO MIRAFI FABRIC ON BOTTOM SUBBASE /I `/ / =1 I \ \ / / +t+- • '+`++ • f CRUSHED STONE (3/4 ) BEDDING -16"MIN. IN LEDGE AREAS OVERBLAST AT LEAST / / \ _ '. , .� / 0' MIN -- _ . \ / 2-FEET SURROUNDING ALL SIDES OF THE / I I CRUSHED STONE (3/4") BEDDING -1 CRUSHED STONE (TO ALLOW FOR \ INSITU SOILS "CRUSHED STONE (NOT 2"MINUS) IN EARTH IN LEDGE SHEETING CRUSHED STONE (3/4") BEDDING �\ 4" PERFORATED PVC \ _- _ AS REQUIRED NOTES: � / EXFILTRATION). / NO MIRAFI FABRIC ON BOTTOM SDR 35 PIPE IN EARTH NOTE: / 1. USE SHEA CONCRETE MODEL DW-3SS (3' SECTIONS) DRY VVELL I TLINDRiCAL LEACHING (PIPE SLOPE=SWALE IN LEDGE 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE IN EARTH BASIN (STACKABLE) 6' DIAMETER WITH 8" COVER FOR H-20 LOADING (CONSERVATIVE). LONGITUDINAL SLOPE) NOTE: MATERIALS, NINE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING IN LEDGE 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE REQUIREMENTS. NOTE: 2. USE 2" DIAMETER CRUSHED STONE SURROUNDED WITH MIRIFI FABRIC. MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE GRASSED WATER UALITY SWALE REQUIREMENTS. 2. USE SPECIAL BORROW (MHD M1.02.0) COMPACTED IN LIFTS. MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING 3. HEAVY DUTY FRAME AND COVER TO BE LE BARON LB 266 (SOLID COVER AND FRAME - --- - - - - DRAINAGE _ _ _ REQUIREMENTS. DRAIN MANHOLE COVER) OR EQUAL. BRICKS OR A CONCRETE RISER SECTION MAY BE TRENCH SECTION ►ao�fiA� ALL JOINTS o� €IN�o< c€6 caNCRETE �I�€ (�C�). REQUIRED. STORMWATER CONTROL 2. USE ORDINARY BORROW (MHD MHD M1.01.0) COMPACTED IN 12" LIFTS. 4. THIS LEACHING CHAMBER IS DESIGNED TO EXFILTRATE STORMWATER INTO THE Not To Scale FOR LESS THAN DRAINAGE TRENCH SECTION GROUND TO RECHARGE THE GROUNDWATER AND REDUCE RUNOFF FLOWING OFF-SITE. F TH COVER DRAINAGE TRENCH SECTION ROOF RUNOFF SHALL BE DIRECTED INTO THIS LEACHING CHAMBER BY UNDERGROUND I #16 !! OR EAR PIPING (FROM THE ROOF LEADERS, DOWNSPOUTS AND GUTTER SYSTEMS). LAYOUT AND 1 EARTH COVER !! CONSTRUCTION OF THIS UNDERGROUND PIPING SHALL BE INSPECTED BY THE PLDE IIII 1FROM 18 !! TO �� !! FOR EARTH COVER OVER 36 (DESIGN ENGINEER) PRIOR TO BACKFILLING. #18 Not To Scale I2 LEACHING BASIN DETAIL EwP \ To Scc'e - oRvv S 1�, �� �� 6 A I �11L" , \\ l �-/,. \\ \ \ i O \ - 1J', ,9 0 , L" \ \ -, - I - L 2 \\ 24�YRE= 15 CHER /�P�O r� �6 fir\ ' \ \ _ y 2 i v -� 1" CHAMFER- 2" :raININc wALL - N t - �� LINK FENCE L' A\ RY �S� vv 11 -1p v v- - r PAVED DRIVEWAY T �- - - - �- :� -'11=1 1=111= 2 J l l rn o \ 5 9C�� o' s'Lo \ \ \ z e \ I �,_� - 3 .-•r••---.-- ----- , .t5t--. Q X \ \ \ s 11 \\ \\ \� - - 7 D N -j O 14"MA?'._E 14"MAPLE O 12"MAPLE `�_, U I \ I \\ \\ i 3 I - L / 1 p BOULDER BOULDER 2"MAPLE , ,56 - \ I \\ \ \` i \\ � . . .. � 150 ��\ SSS -�-� I \ � I � // \\ \\ x_ -`� \\,\-- �A ' ` 20"CHERRY 90U0DER 54 ` 7sS \\ BOULDER t v� SEE PLAN PIPE INVERT z z `\. - #3 REBARS 3"PINE ts3 2a'TRF� -� s> z"MAPLE \ > N FOR GRADING I 12" O.C. O 1A991111111111r- - I -t ss - \ \` \ _�' �`� N .7 -_ ----- 52 16, N N CLASS "A„ 9ouLDER e,I s �- \ _,' CEMENT s1 °U(�FRM. 'sR '\ 4"oA< \ I PROPOSED RETAINING WALLS (ENGINEERED BY OTHERS) TYPICAL \\ - \ La- • Q e CONCRETE 48 PROPOSED-RE AINING WALLS (ENGINEERED BY OTHERS) TYPICAL s \ 3 - `_. ' . , _> " - _ ,-ST - - t5o, 's a.� \ ��� ' s. IMPERVIOUS BARRIER RUBBER ROOFING _ e o 4 J. e e o ;__1L114TT_1 a e o .C/ -- \_ ,3 \ , I I \ i 4'D 6°D S O�� , i 140 \�, '}• ��,` ```\ �� l` \\ n O ' II \\�- - - _ - o / a D EE CROSS-SECTI NI I- - =I I- - - -I I I- -I I �- - 1.5 CLEAR- - - '�� /�- _ / � Q \ _ o� I 6a \ 1 - - - - - - - --- _ - �_ / J �\ �' 4"p 7 - - -III-III- a> 147 - /'1 �� -\ 154 - Ii - - \\ t-12s. O T� ,' �, Il�bu 1;0 -.. ^--7�-- �-._ l - a .ti 0 " - _ _ __J - _ - _. - 169 2 b , _ - �\ 86„D LB#3 3/4 CRUSHED STONE, 6 MIN. DEPTH, I - ua / r> '-�_,' zo"TREE __ 7 - 6 fro __ _ -_ �-'�� \\ :' RIM= za.z V- FIRM STABLE ---- i - - .- 1 -�•���_ \ - 16 \ 'a �i m MDPW M2.01.2 18" 147 - ,/� - `-� \ \ \ �/ INVin=1z4.5 SUBBASE \ L Nv-441. ; _ �,N - X� - - - 165 - , `� - �'• \ •Y , ,, \ INVout 126.0Oil PER GEOTECHNICAL ENGINEER SPECIFICATIONS 4 / _ I - 1r �� �7_ ;f ` 164 I ! ,/ �_� �� _ l' \ \ " 1 -400' ' ,+/ �.c �'i�� #435 END ELEVATION s - 1 --- _ ) ( , Lf 14 g' / - � ,,63 __ 16 - - /' r �- 1: � / " ' �' LOT 2 ` 's ' 0 �` -- �� _ \ _ _ 7 _ 166 165 163 / - ---=-_ ;"�'� \ - 16''0 N --� --- " .- _ LOT i INV=1 7. 1; rl N J( v 1 Li\ �, �� 2 s� �-. __ _ _ _ = - - 164 J62 6 j ,// /- -�_ i - _ \I CFL N out=125.8 N FRONT ELEVATION FFE-155 0 -- - - - - 1 i _ -� NOTES = �r q }� r.. Iy--h, `;r ���� 1 153- 1 / ���' - - - '�== 161 �� // 1 g� I cr .; # v FFE 148.0 --- ---� u - r__1. /` ,`_ - �� �, -� _ _ -- `'� �, I DRAINAGE EASEMENT 1. ALL CONCRETE DIMENSIONS SHOWN HERE f ) / tJ 1' FPE=150.0 ___ _ -_ �' r !~�_ �, - - - 156- -- _ - /� _ /' \_r+ = - - N� ARE MINIMUMS. 45-_ FPE=143.0 I' II i \ -1 ;a _ ' - -- - �'--- - - - �_ --- _ ` moi' \\ i CULTEC D \ \ pp .� �� PIPE 1 f � .. • , cc --- '\ - - - _ I ' d' t FBE-146.0 'r; . ... .. , 2 , -___ `r / _ '� ^, rr � � I,, X141.7 I f / -{y'J r,��� �� \ 6 \ , r /. / \ I 4"D INV n 125.8 1.5.1 SLOPE 1 � / / - a .� 148 '� rL ,'- �`� DIA. 2. CONSTRCUTION PER MHD 206.4.0 AND FBE-139.0 „ �_ s "_ _„ PORCH ALL MHD STANDARD SPECIFICATIONS FOR as f, YI -- .t___� n /; hINv 148 \,1 5 III "'� LOT 3 �" ' --- 4 .� a R rt " �,� - ' �' 1'1 _..--- i �.,NV12817. ., (J� 6'•p ap ETE NTION i CONC. STEEL HIGHWAYS AND BRIDGES, LATEST EDITION. 1 `'' °' L629�-- `b `� D L �_-- n INVe,137.7 4�IWD RIM=1,43.9 S P �� I /l {- -'{ -_�`. :% ---- "- •,/ :.A , 1 LOT i`a \ RIM=128.2 \ 1 PORCH S / f.; - f ( FFE=162.0 ( # w BASIN D i INVout=141.9 ��� ���� / ' '; I ` LOT #4 \ r \, \ , FFE-146.0 ;--"j` N NVin=1z4 s \S ) : `� CU.YDS. LBS. `,\ 1 - T4 '� // FPE-157.0 I I / _ N \ \ ,; { _ 1 Vii- - , „1 - 5 s" - -- - FFE=157.0 - \ /. 12" - 1.08 21 5 8 , / / �- / 151.E FBE-153.0 V) S I NVout- [6 0 \ s0 -' 1 1 Ta , „ '` _�-' / - � _-- � I � = FHE=137.0 -_ F RM-125.5 „I N V�143. I 150 `. 1�� FPE 141 0 �� .- � , -,-�{ �, \ \ \ \ \ LB#28 z _ _L t r /// HEADWAzz.1D o E / , AO RIM=139.9 �� '-� \ v FPE 152.0 F 'i I _ /,' NV=14a.o �' FBE=148.0 ! _ 8 1 -r _ 15 6 -6 1.34 24 /� ., ` 1 NVout 3�9 _ 1 15 • • ` 1.61 30 / ! -_ 1NV -_ 2s c E ) I 12 J \ \ i L� t �� / lI ii 411 \{ I 1 % MS��P _,,7 ,� \\\\\\ INV,�t1P4.5 • )/ ^po ED]... WCS 31 INV (` - - DMH#9 g� ,I. C8 10 r�_, \ OUTL T y _ 142 ---- tt2 - / i .-' '44.1 \ a I fi � �� STEPS 1 / } r. _-_� t ^ -_-, \\ _ _ - - RIM=125.0 ` _ , 21 8-6 1.95 34 1 S RIM-14s.4 1 ��_ PORCH 56 I 1 a NbkL -� - / - 141.0 NVin=143.9(UD) ` �� / 1 M ---i, - T. I 1 9 PORCH �\ ,`�N \ - =- ,I ^°�' R INVin=124.5(4"ORIFICE) - „ „ - - -� AD RIM=130.9 / 24 9 -3 2.16 .�a =139.0( NVout-141.4 � - ry --, NVout=122.25 35 EARTHEN IM=150.2 154_ // 11 " 1' Y N� ,°(EPS INVout=128.9 �� \ w I33=-- � . / � N ;, CHECKDAM a NVout= `�_ / - II IN C $�P PORCH �� EMBEDDED IN c`5 ,z % __-' / , n ,w3 - �,. , / / - � CB#27 o ( \ 0: ,\rk0 i (20 O.C.) N - �S 6l� CB#11 O _-•._ -��_ / /\ - RIM 124.2 DURAFILL _ ` _"_--'-- / `` / - F A FLOWABLE �`v._ 9 2.. RIM-145.4 19 �_ \•'; ..r. «.. // / - N INVin=122.7(UD) Q�TCRETE HEADWALL toll 9 TYP. I 2�s O a -- - -------� \ FILL DUE TO �' � � � g1 INVin=143.9(UD) ~ :'' \ i �__�_L_----'� l °I= INVput=121.26 , � p� �� ___ ` - // / / �6. N� iJ� (p U /ISHALLOW / / i 8 � �- �Jb'auE=11. - - _ i O h0 z_ -- ------- _ f " ` v DOVER OVER B#� �9 j �SVf 2 \ ' AD RIM=145.9 / f ti0 S Vt � h LA PIPES) !! w 1�� ' CM= 3�.o � - Nv914 ✓ / _- -- - �ti� oEARTHEN CB#26 1�FOR 1299TO 2� PIPE CULVERT W ` - __- __ __-- _ vin=13 .5(uD) -1CY CHECKDAM �r INVout=12.0 -� -`-_ �� i __ ____t- ------ - -- � W RIM=124.6 "' ` w Q INVin=122. .28 CB#21 DMH#23 N 20 C. ;. �. •-� � ,�, I ,n T CB#24 ( ) INVout=tzl.z8 �•Ih RIM=147.. - RIM=134.0 �'u .� �`-, ., NVin=145.6(UD) �� DMH#20 \ NVin=1$o.8(CB#24&25) '- I _', --` Y��� RIM==132. TYP. NVin=132.5(UD) Not To Scale 7 ! W �z_ o'- - I _ I1 out-143.1 ss'2. RIM=146.3 INVin=I31.0(DMH#20) _ _ A \ Iii ^ , {'' 1, - \ O O INVIn-142.7 CB#21) \1 \ INVout=130.0 CB#25 NVout=131.0 _ 4 O W 6 , F r \� h e NI Vin,132.5 =128.9 -- eF I r f , _ ` NVin=142.5CB#22) 125LF 12"D 5=8.8% J (UD) \ S � I '� i+ Ii '. IN .1 �� 1INVout=142.0 8LF 12"D 5=2.5% \ DMH#6 _ !!, RIM-135.7 _ iI j A) v CB#22 ^ c0 NVout=131.0 NVout=126.9 �- iL) NVln=131 8 Nom,•- \ r. -- { e'1 '�i n \ - RIM=146.7 • W -- --- �t- A INVout=131.6 I // " 1 1 �, \ 1:1 � ` --�'--�.{ \ I NVin=145.2(0/) dh tl V V• n - •- ''� - - ;\ \ �\ \ U' , 'i i� 'i , l _' ---' AD RIM=150.4 INVout=142.7 '� ,z - ; '� J �- j __�--�-�� \ \ `,\,.... ` \ �� INV=1 9 D - 0% ��i I 1 I , , I3 "'- #8 PORCH 1 / \1 X0.8 i? �FI �•, , , t=148.4 - ALF 12" S�2. ------ OR \\ \ , ., �\c• + 2 .4 / ec 4 o IM=136. -\ , .- ,r _ " �' _ ------------ --- - ---- _ , \� l _ r - -_ _ J I �• _, �1 N '�� % ;' N in= 34,5(uD) O " 'ri '�� i' - - -- - �-i I _ �P \, IIS ^� _ _ � PORCH /" �_� _ _ _ - _ �� _ r D M 1 r y' \ IN t --132.0 ,� RIM=143.01 ' 'r -__ __.--. A R .9 ' \ I, rr T,i. "� 'wa M.S _ ��\ PORCH \ RIM=135.1 INV=144.2 \ i _ D RIM 144.9 NVout=13469 73 � �.�' I I 132LF TWIN 6"/(CLDI) FINISHED GRADE �''4a * j' NVin=131.34(DMHf(6) _ - - - - 6 I ' I 1 7 IF, �• ` 5=1.2% (EMBEDDED IN PAVED PARKING AREA I - �- INVout=141.0 I iS =;, ( 1 ) Q L \I + i r__ J137 \ r _ ',{ DURAFILL PLOWABLE =/ INVin=132.8(RD) LOT 6 -- _ •l : \ IN 4 2 - ' , __',---'. T HA 6" ...;_ \ % �� NVout=132.93 / ' RIM a 1 �- I f/ :t \ t J 1 FILL DUE 0 SHALLOW r i 46.4 1 r ---1- , :k4 ::•, MORTAR CAP I - - -142-- * �� ,r \ -- I ';t \ "� 3'' LOT #i i COVER OVER PIPES) 22" - LB#3 I FFE=144.0 - _ Nvout=" �4 \ ---� '' - --- / --- \ \ I°, y, V FPE=143.5 - _ PORCH �r�•- I 0 _ _ _ N ': RIM=135.1 /' I i , '1 �- \ PORCH LOT 10 �a " „1 LO 7 t.�- - FFE 142 5 :_� nni locrc � "^= 32.6 ' _ l � � ' J J I:V VI♦JLJ 12(� - i ' / ` FPE- ' I' INV=14,17 i 1- „ FFE=1 �+. i� �I 1 1 '� , . - - _ - ---- LOT t' 'v#�;^3a','. � �� ' I. MORTARED BRICKS � `• NVout=132.93 j � FSE=135.0 \- FFE 149 0 \ 11 i I #g ' --� ' ) I\ I 4 5 W - FPE=137.5 �3? i' \ ---- i - -- ---61 4 r HHHHHHJ � ' 4; FPE=137.5 �� A Irty=1 .7�;� FBE=133.5 " NOTES 13 -�..--- FFE=153.0 / I -- 1\ :�_- -- « �;. a'_=� 24 6 FBE=140.0 \ PORCH # I _ _j I �3 1 fl INva1481 - ,I1 LOT 9 11 FHE=133.5 w=� Oz OPENING 1. FRAME AND GRATE TO N / �c��T� r. •```,' ---- 1�9 _ t`-=?5= FPE-152.5 II FFE 146.0 ti \ I __., OW o SQUARE `' BE LE BARON LF246 CB#2 20 T31-- _ _ 138 li , `` �_ +1 3.a w F ( ) (THREE FLANGE) s, ., '�� \ _ � FBE=144.0 \ \� -Ir ) FPE=145.5 ,�- -VA - - FLAT-TOP / ...i In J --r i 4 __ �1 i �_ ., �� -1 \ FBE=137.0 137 `� + 13e 13� ATIO CL v 2. CATCH BASIN HOOD TO ��,L% RIM=131.80 O$ ;, /'` PATIO ,' 1�0 9 I \ I .INV'1a 1 ,i Q w MIN. BE LE BARON L202 FOR NVin-130.3(0/) / I 6'0� ) �- - - + 12 �/� PATIO 4, ,R� / \ j � / wvj 2tzj-2zj - l I �,-�_j ,__, �' 138 13g 0 I P7 t-to 12 AND 15 DIA. PIPE. ------ i NVout-129.90 i`> D 4 p 5_ s-2 z N - '` \ / �4 -- - 3. SET FRAME IN FULL BED 9'PINE 6 p A s_F E'D S-22% ' ---� I------ a PATI - \ -- -_/ - �^, / - - PATIO r� 14 _ 14 \ r. I 1 �� O 1 1 :l_ 48"± 1' DIA. OF MORTAR. BRICKS - CB#1 <F ' �, \ - r Vaal=132.8 "- t4$_ I I, / ---- --- ----145-=.-- . > \ /= ) ) 38 - _ -'. - -- - -- , \ � - y - ! /, 139 _ FLAT-TOP r O •�' t` ', ' � - _ '� :..i 'I . ..i ,';�:..;e* ,:.« � '`'' ° _�- �'' ,'1 ' � ( � � N (3-5 COURSES MAY BE - r� iiEA�tE ►�l I ' \ : 14a - PATIO / ,i -__ ) - 62 4 _ RETENTIbN - -- ) 43 �' + - -- -"` 'f -- . Z USED FOR GRADE oN i CULTEC B ... 1 I _ -' -- 142 `,;',. -- ;-f' s8 - -- - 1 / 1 � + 2 .4 C.SIDEW INVIn-130.1 - 42 1 37 1 +y, O - ALK R ) BASIN` A _i +�- t . .. - _ �.• ;i' 139 - ,,/ ,' 'f' a " =' i'_r",' (n v NVout=132.8 r �- 39 -1 -r... .. - _ 36 7, "! , / F ADJUSTMENTS. INVout=129.70 < 6 p Z 40 --- "' _ - - -- - - b' r_. W I° STEEL �p I 1 _-_ -- - _ 35- - --- ---- +`s- r i< _- 0 4. MORTAR ALL JOINT R I ,_F � t t 14 140- `�-� 1."�. �.r.' J".� \ 38 ti"' 0' w S o _ 2 D = I 371 3e - - . ,.i _ z_, _ �,-- - RE-BAR s _ - _ -- - 3 Q cn 5. PROVIDE „V" OPENINGS o _ o.s% --- I )_/ t --- `. - 39 - - -- 34 - 6 5' �XTS-TING L DGE FACE _,135 - . . . . > `n I TYP „ +128.7 ,2?• 1 1 -135 36 _ 1 _r N� " \", . w ( ) ---- t --- ( --, EXISTING LEDGE FACE 38 33 __-1� ,_ �. _ w f, FOR PIPES WITH 2 WHITE -` 30 TREE _ 2 - --- - �\ ;- . :, II N ¢ RAIN CLEARANCE OUTSIDE w - uNE Ex.c� - _ / t 133 3a �__- I 37 _ G LEdcE FAr.F ' +.'_ �'•'~` 34 ,�� _ -- ,p HOOD D DMH#5 _ NC.SIDEWALK _ 325 - 73 - 136 EX�STIN v_ - �- x' OF PIPE. W:132.5 2 --`- ----- 131 - --- - _ ---- - -130 _-- __ ---__-_ - _ -- - - - 1" CLEAR PIPE RIM=135.1 HEADWALL B - -----_ 31 // \, _ ---135--- - - - -- ------ -130- ---- --- 2 - __��- 6. PROVIDE MIN. 0.12 SQ. >11 INVin=129.48(CB#1) INVout=128.8 EX. �-'�----_----- -- ---------' 134 ---- _� 123 131 .{o. ---11 . IN. STEEL PER FOOT I•, INVin=129.48(CB#2) CURB Cur ELAID) A . --- --- -130-- _-- --- ------ -- 129 _ - - - � \ WC$ 0 = BARNES I RC , I #22 #7 #12 #14 #18 , #20 / \ LP* dop 3 EXISTING VEGETATION TO REMAIN AS IS \ do 00 do #16 EXISTING VEGETATION TO REMAIN AS IS � I \ #435 LOT #1 LOT #2 REQ ocP c N��� FFE=148.0 FPE=150.0 /�r'- 10 � #11 FPE=143.0 PARCEL A \ FBE=139.0 � ( PORCH FBE=146.0 LOT #3 \ � I INVout= 144.10 FFE=162.0 � LOT #5 / SNOW STORAGE PORCH LOT #4 , I INVout= �� 3 ' FPE=157.0 ` FPE-1461.0 � � DETENTION BASIN , \` 135.60 FBE=153.0 = L.P. \ FFE=157.0 FBE=137.0 \ INVout= FPE=152.0 SO / 150.86 FBE-148.0 HYDRANT (FINAL LOCATIONLIGHTING ( BY AL ENV.ONE LOCATION TO BE D F � OTHERS) SEE DETAIL �. �+ d', 141 PORCH LANDSCAPING: EJECTOR ENV.ONE DETERMINED BY FIRE f ,a PLANT 11 TREES EJECTOR ORCH ° J' / � INVin- „ � � ® � PUMP � '3 PROTECTION OFFICER) \ v+ j I 8°V� - - - ^� WITHIN THE 3-FOOT INSIDE PUMP J 'I 13 ' 3 WIDE GRASS STRIP BASEMENT) I PORCH (INSIDE 50LF 1.5"S PV SCH80 ' o P C 1 p9LF 8'�S 8" (SEE DETAIL) �I 50LF 1.5"S PVC SCH80 BASEMENT)` �`•'�,�� (FM LATERAL) 401 0 moo BEND `5 INVin= C -� INVin= w SO (FM LATERAL) SO a 1 - "<1T 142.00 a \`1 138.10 W CHIM=141.5 So _ ` I CP / -SMH#3 INVin #4--�-- ._ 8"W 705LF 8"W(CLDI) / /\44 8"W #401 SMH 2 RIM=142.60 �' 143.82 RIM=150.15 �� I i - `' SMH #1718 ' /# - 170LF COMMON SEWER FORCE MAI i _ _� A / RIM-137.60 INVin=135.20 s CHIM=147.5 BEND_ - �_- s J' `, RIM=122.26 #403 W - 0 S INVin=145.15(FM) SIZED,SPEC BY ENV.ONi �� �-� _ � � � 7 INvtnrlf�.2o / IN INVout=134.70 < INVout=144.15 - �- - \ 3LF 6"S INVout-114.14 INVout-130.28 6,4 3 1 \ \ i So 01.09oMIN \ �;� s 3 I ; \\ `\ \ 0 1 '` ` #429 INVin- PORCH I I 130.16 - ___.__� s(�'6) PORCH \ SO CHIM=13216 PORCH � s0 \ \ ��'� _ i 3 LOT 6 � ss ._ J1 < �.------------------------ 0 I �° 29�F 6„ # INVout= ' 0 \ 50LF I LOT #11 "'1 ® 3.0,s INvout= FFE=144.0 138.83 LOT 7 \ 1.5"S \ \ ® 129.31 FPE_143.5 # �� PORCH 50LF 1.5'S--\ PVc PORCH LOT 10 2973. �8�=15.� FFE=149.0 i \ # FFE=142.5 w° 11%,h� FPE=148.5 INVout= LOT #� I SCH80 PORCH - FM 80 s rNV.ONE FFE=142.5 F_P_E_=137.5 ( FPE=137.5 FBE=133.5 q �p� -INVin=128.44 FBE=140.0 142.77 FFE=153.0 (FM LOT #9 \ LATERAL) EJECTOR FBE=133.5 r l FPE=152.5 LATERAL) EJECTORNV.ONE FFE=146.0 PUMP i FBE=144.0 PUMP OR FPE=145.5 \ i (INSIDE I FBE=137.0 I BASEMENT) / 51 LF 8"S +0 PATIO (INSIDE I i ji -- - (PVC SDR35) / `b PATIO BASEMENT) PATIO PATIO a 1.0% /,5� SMH#1 i BEND I / t.P#................. ... �' - RIM=131.44 PATIO i J INVin=126.56 PATIO_ INVout=126.06 AT 0 i _ "'ON W 7777.:•.' --�-� --12" GV I ................... TMH - _ ----- ` l -2222_-_ •, o I / , EXISTING VEGETATION i ...................... _ _� TO REMAIN AS IS R i SMA #38b6 '�o+of Ma{s+-- I 400 -- I P........ �Td --- ------ _ oHW..'"""' ���� EXISTING VEGETATION TO REMAIN AS IS �� //" INV{i�f2b.Ob `. - � 2 ...........INV{•n�f26.24(F•M) ` ----------------- r.. ............ INVouti124.99 __ "---- ��� ��� WG _ INV n=125.55 ------- �`� 3 --+�_�_�--_ -_-- - Lp ......•...........................•..........................................OHW............... . ..................... .. .. www -- -� ��! ........ nHW.... /f ! -_ f - _ "' www �� �� Www �R� �� ��� - --------- ------ FILA1 ....7......77.....................7 ...........................................I.................•.•.......................................... y ------- HW ........,...•............................ ------------------ ------------ --------------------------- 4. - -- ------ - -- _ I , _�-- - ' -- ------ .. TMH - _�-�_Td� Ma{n------------ TMH f `• ------------- I i I i TMH _-TIL( ) RIM-123.62 lWi_ _ _ -------------------------------------------------- i �H 2388 uc y • 2 / DVI!.88 88 TS&V �?_ _ ------------------ ___-___�..-----�=�--------- ----------------_----- 4 F o r+c M / __------------------------------- 6 - - - --- -------------- I - "Bawer a a{n-------------------------1----------------- ------ ------- --- - - R T H B 0 U N D �aP�x.w UE ( ROUTE 1 GHLAND AVEN _ - titi _ 2222 _ _ - - - •\ • . / i -"-•-.-•- 2727 '• _.1. \ � i - - - - - 272,2 _ - _ 2222._ - \ / ._ 2.2.2.2. - - _ i. 2222 - -.-. _ _ N q �aP1Ps ux looDtl" LP* D#392 UE SOUTHBOUNN AVEN/ �SMH RIY 126.,9 :'� CD `�, ; LP* #440- 450 C) f i #402 ' SMH3�32 (V l RIM=13f.7b - 1 \ INV{n-126.38 �- _ 3 / INVout�126.37 ------- z � # z - �sp #396{- -_ Iit ---------- > fl #LP. I #400 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY COCO �ILL - i 0 ''�/ ENTRANCE TO �P�SN OF M4S 4 1/28/10 PER PLANNING BOARD & PEER REVIEWER'S COMMENTS 00 1 TEAM a s9� N PV AND EGRESS FROM oar SCOTT IAN ti� 3 1/19/10 REVISIONS TO ACCOMPANY THE HYDROLOGIC ANALYSIS o 3. I �] OWNER/DEVELOPER: o PATCowlcz y 2 1/14/10 ENHANCED STORMWATER MITIGATION WITH UNDERGROUND o Q HIGHLAND PLAZA PAUL FERRAGAMO v 9No 6 o 419 HIGHLAND AVENUE, SALEM, MA 01970 o ccs P STORAGE/EXFILTRATION, EXPANDED WATERSHED ANALYSIS 978-977-9801 CF T 3 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS ATTORNEY: NO. DATE DESCRIPTION M T _) ` ' ] RONANE EGALS HARRINGTON w v 59 FEDERAL STREET, SALEM, MA 01970 Q (978) 744-0350 X107 Q �1 N NOTES ARCHITECT: _ 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP., FEBRUARY, 2000. HARRY GUNDERSEN EFINITIVE O r GUNDERSEN ASSOCIATES _ ;f 2. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES 20 CENTRAL STREET, SALEM, MA 01970 O (978) 744-1000 Q J SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES SITE ENGINEER: SUB IVISION Q SCOTT PATROWICZ, P.E. UTILITIES W � rPIBEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. & LANDSCAPING l� PATROIPICZ LAND DEVELOPMENT ENGINEERING w !r 3. ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL PERMITS, LOCAL AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY 14 BROWN STREET, SALEM, MA 01970 OF SALEM DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. (978) 838-6400 for FIELD SURVEYOR: 11 RESIDENTIAL LOTS v fr O 4. IF EXISTING UTILITY SERVICES ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL GAIL SMITH, R.L.S. UI INSPECTED BY TV. IF THE SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED), IT SHALL BE FIXED AS PART OF THE UTILITIES PERMIT. NORTH SHORE SURVEY CORPORATION for a site at w / I 14 BROWN STREET, SALEM, MA 01970 p5. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED. (978) 744-4800 a d 3 # 405 - 427 Highland Ave . j 6. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES J SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. Salem, Massachusetts / I 7. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR APPROVAL UNDER SUBDIVISION Date: October 13, 2009 J REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. CONTROL LAW REQUIRED: E /J SALEM PLANNING BOARD PLDE#99-34 sale: 1" = 20' Sheet 5 of 10 D f 8. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE LINE IS Land 0 r SIZED BY JOHN BECKETT. Land Owner: Paul Ferragamo T 419 Highland Avenue, Salem, MA 01970 P. I 9. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING INSPECTOR AND/OR CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED USE OF THE BUILDING. THE EXISTING AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES. GRAPHIC SCALE I PATROWICZ 10. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE LAND DEVELOPMENT ENGINEERING 20 0 10 20 40 80 BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE 14 Brown Street, Salem, MA 01970 j APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. (978) 836-6400 CM ( IN FEET ) NORTH SHORE SURVEY CORPORATION i inch = 20 ft. 14 Brown Street, Salem, MA 01970 DATE: (978) 744-4800 a� E U O U SIFT � � i I �1ygG LOT #2 109LF 8"S (PVC SDR35) 0 8.21% SMH#4 LOT #1 STA.2+66.0 RIM=150.15 1 INVin=144.65(FM) 50LF 8'S (PVC SDR35) 0 7.84 \ \ INVout=144.15 0 // PARCEL A I \ \ / / I I + \ i \w `SMH#2 COMMON SEWER FORCE MAINLOT # 5-FEET MIN. COVER 11 STA.1+05.8 LOT #5 0 RIM=137.60 / i INVin=130.78 \ \ H. uRVE � LOT #4 � � 0INVout=130.28 � v v \\ - -14p\� l \\ ` \ ` - II I I -�4 \ I 1 \ \ . o. N34' \ l \ �, 5520 �\ ` �'� H.C�URVE #2 �� p��.\` ---- \ '111 ISI II I \ .r4 11\ _ '-I I�4 -�--- �- ` --=-� E ' 123.0 90 �057�- ,� �I�\ I ,H.CURVE #�3 .°.�`\27.15' i MATCH EXISTING \�`\ GUTTER GRADE �Aq \ \ \\ ` \\ S � � ! \ `• 160 i / � / i� //^ N �b I � 4 1 \ \ I � w I I 1 I I I I T � �_ V I I I I I I SMH 3 N - 150.3 V \ +56 S .# .3 `O TA ' RIM=142.60 INVin=135.20 i INVout=134.70 -------- - --- '0/ / 00 LOT #�\11LOT #' \ \ I I + I I LOT #6 93LF 8"S (PVC SDR35) 0 4.0% \ 13 LOT #8 - -- -- - '' `� - LOT #10 ,/ 1r a SMH#1 LOT #9 --- ,,,- 40 STA.0+12.2 ------- RIM=131.44 INVin=126.56 139'- 2 /A INVout=126.06 - 138 co _ PLAN.�r.`V / ,' HORIZONTAL CURVE TABLE �.y�l•_ 13�`�^ I\ I� CURVE LENGTH RADIUS TANGEN CHORD DELTAHORIZONTAL SCALE: 1" = 20' C1 142.47 100,00 86.36 130.72 81.37'37' NOTES s"PINE'� __ __ 5� _' i __ C2 316.39 615.00 161.78 312,91 29.28'35' - -'34 r- C3 48.83 200.00 24.53 48.70 13.59'15' -- J_--' 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE --- E.eox EX.COSURVEY CORP., FEBRUARY, 2000.NC.SIOEWq�K 2 _ _ I o ! R �� GRAPHIC SCALE 131 2 p � 2. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION r� MATCH EXISTING 20 0 10 20 40 80 OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES .( �r GUTTER GRADE WHITE LINE SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS �-LJ SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. I J HND VEiv uE ( IN FEETROrjFIELD 1 inch = 20 ft. 3. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE 107 BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO N0 T R 1 THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE HB OUIVD APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. CREST VERTICAL CURVE LENGTH (L) = 172.0' SAFE STOPPING SIGHT DISTANCE (S) = 125' i A = 20% M = 4.3' l -------- ELEVATION--._-- --------- --.-- I E LEVATI❑N 160.0ELEVATION 160.0 PVI ELEV=154.6 -- -- / ELEVATI❑N 152.0 ..•--_ _-_____---- ----_-__------ -----__- - -. -----___._.--__-----------_. .-,-._-_-_,:_._.-_•.--._- -- --- _------ --- ------ - ---------- -.._ --- ELEVATION 152.0 FINISHED CENTERLINE ROAD PRO ILE /// - -ti t 1 / CREST - / ELEV=150.3 - - - SAG VERTICAL CURVE LENGTH (L) = 80' EXISTING GRADE (ALONG PROPOSED ROAD CENTERLINE) r PVC PVT \ b / N \ M = 08' f� ELEVATION 144,0 - - --- --- - ------- -- ---- ✓- - - --- 7-cONMON ----- - ---- - : ELEVATION 144.0 SAG VERTICAL CURVE LENGTH (L) = 106.62' SEWER FORCE MAIN SPC MAkj R Sq� MUM PIN I �j M = 1,06- 1+- -' -�- - - - - - - -.- --- - GRA \'\\ PVT = N RUIC DC _- 10� \ I SCCTI N \ ELEVATIDN 136,0 -- / - ---------------------- - 3.q) - �\ � ELEVATI❑N 136.0 PVI PVC PVC G2 = +10% N y\ \ G1 = +2% _ - - - ..- ------ - - -- -- - ----- - --------I------- C \ PV -------\----____- _--_._-__-- -- ----- ELEVATION 128.0 ELEVATION 128,0 -� - ---- � - -_-_ I ---------- ._..----- -- _._-- - ---- ------ -- - - --- - -- ; ---------- ---------- '- -------------- -- ------- \\ u 111 TO EXISTING \ PVT T SMH#3856 GI = -10% - - _ u� OD PVI LO � G2 = -2/. Ino N - N - N --- -� ------------------------ - ------ --- -- n - --- ---- - --- ---------------- -- - - - ----- - -- - ------ --- --- ----� n. --- _.--- C7 -- ---- ---- - _ C7.---- -- -N CU �4 r. a .r .r ELEVATION 120.0 ELEVATION 120.0 - - --- - -- - - - ------ --- - --- c V %0 + cu V CU - CU o M M40�o (: O.. CU t0 o � + + + + CO < C) > > N > >o ' . ¢ N QW W ¢ W W. W ¢ W ¢ W ay J H J F- J F- J H J J H J W 0 W 0 W 0 W y W 0 W U U «r H ►r U U u-i W H H U U ar U F- U >> > > > > > > > W > > > > > > > > o.o_ o_ o_ a s a s n. U o. a a o_ a s 0. a. ELEVATION 112.0 - ELEVATION 112.0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 ROAD PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 8' N I d co O r O r O r i a 41' WIDE RIGHT OF WAY I - - C6 v z 0 U > 3.5' WIDE GRASS STRIP (INCLUDES SGE) E5 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY U) PLANTED STREET TREE LL: FLOWERING PEAR (TYPICAL) (SEE DETAIL)00 TEAM. a�PxZN OF 14S 4 1/28/10 PER PLANNING BOARD & PEER REVIEWER'S COMMENTS p�� SCOTT AN q�G 3 1/19/10 REVISIONS TO ACCOMPANY THE HYDROLOGIC ANALYSIS 0 3 3 OWNER/DEVELOPER: PATROWICZ m 2 1/14/10 ENHANCED STORMWATER MITIGATION WITH UNDERGROUND C) p w 24' WIDE ROADWAY wow PAUL FERRAGAMO No.331656 -' 419 HIGHLAND AVENUE, SALEM, MA 01970 0 9c� STORAGE/EXFILTRATION, EXPANDED WATERSHED ANALYSIS ~ � �' 978-977-9801 9c, ��sT 3 SSS NAL N 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS 3.5' WIDE GRASS STRIP ATTORNEY: NO. DATE DESCRIPTION (INCLUDES SGE) GEORGE ATKINS 5' WIDE SIDEWALK 5' WIDE SIDEWALK RONAN, SEGAL, HARRINGTON LU STORMWATER QUALITY 59 FEDERAL STREET, SALEM, MA 01970 > GRASSED SWALE TO ALLOW Q 1.0" BIT. CONC. BASE " 978) 744-0350 X107 FOR EXFILTRATION STONE INTO THE CO BIT. CONC. BASE ARCHITECT: 0 COURSE TYPE I-1 CRUSHED STONE BED COURSE TYPE I-1 DEFINITIVE g3 THEREBY DETAINING RUNOFF HARRY GUNDERSEN 1 1.5" BIT. CONC. BASE (SEE DETAIL) 1.5" BIT. CONC. FINISH COURSE TYPE 1-1 1.5" BIT. CONC. BASE 0 3:1 MAX COURSE TYPE 1-1 " COURSE TYPE 1-1 GUNDERSEN ASSOCIATES = PITCH - 4" LOAM & SEED 2.5 BIT. CONC. BASE COURSE TYPE 1-1 3 20 CENTRAL STREET, SALEM, MA 01970 p TO MEET - 2% 2% 2% " 1/4" _-_ ��° _29� �- Q EXISTING = -� -., i- -1�4 SFT' /Fr 2% 1 PITCH AX (978) 744-1000 S U Lajzn�WD IV I S 10 N GRADE SITE ENGINEER• TO MEET _ - . �. O 'p EXISTING SCOTT PATROIPICZ, P.E. _ -i-� 3 =- o o . o . o . - o - p Q o - - o o GRADE PATROWICZ LAND DEVELOPMENT ENGINEERING ROAD PROFILE O. .� . ... Q D D OQ .Q .. ,:. _. o.. :,. , & 1 _ - 1_1- b �... O ° ' 1�1 0 og O � - Oo p op 0 = I- 14 BROWN STREET, SALEM, MA 01970 og oo Q za"rYP. `v o - Qp `O O� off. - - (978) 838-8400 f01' zl - I ° 12" MIN. COMPACTED -I -� . ...I -_ I' - DZ D_'-=-==1 Z GRAVEL BASE Q - I Z I I FIELD SURVEYOR: 1 1 RESIDENTIAL" _ (TWO LIFTS 95� SLOPE GRANITE EDGING (SGE) GAIL SMITH, R.L.S. LOTS cn 8 MIN. COMPACTED I- - I- -i I " � GRAVEL BASE - - �- M -� ( I-III- � BOTH SIDES OF ROADWAY M 8 MIN. COMPACTED NORTH SHORE SURVEY CORPORATION LU a GRAVEL BASE 14 BROWN STREET, SALEM, MA 01970 for a site at O 0 12"DRAIN0 a (978) 744-4800 e W 2 LINE GAS Li #405- 427 Highland Ave, a 2-CRUSHED STONE (NOT 2"MINUS) v m w J w g Z H U~ Q 10' SEPARATION (5'min) g DEPTH DETERMINED Salem, Massachusetts BY ESPECTIVE UTILITY COMPANIES 8"WATER 8"SEWER APPROVAL UNDER SUBDIVISION MAIN MAINCONTROL LAW REQUIRED' Date: October 13, 2009 CLOI PVC SDR35 SALEM PLANNING BOARD PLDE#99-34 Scale: 1" = 20' Sheet 6 of 10 0 Land Owner: Paul Ferragamo ROAD CROSS- SECTION FOR A MINOR RESIDENTIAL STREET SALEM 419 Highland Avenue, Salem, MA 01970 3 Not To S°°.e PATROWICZ a LAND DEVELOPMENT ENGINEERING 0 14 Brown Street, Salem, MA 01970 c (978) 836-6400 NORTH SHORE SURVEY CORPORATION N 14 Brown Street, Salem, MA 01970 c DATE: (978) 744-4800 M t� ' C N E I � 0 L) iL � � - -_ I I 2.5'MIN _ UNDISTURBED SAWCUT EDGES UNDISTURBED EXISTING PAVEMENT EXISTING PAVEMENT SITE PLAN NOTES SHORT-TERM PLANNED 1RESURFACINGONC. STREET TREE (LOCATION SHOWN 3" MIN. BIT CONIC. IALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. SEDIMENTATION & EROSION CONTROL MEASURES ON PLAN) 3.5 CAUPER(TYP) WHEN PLANTED LAID IN 2 COURSE (1.5"EACH) PER TOWN REQUIREMENTS EXISTING TOP PROPOSED SITE UTILITIES (DURING .. COURSE EXISTING THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY OTHERS AND SHALL BE CONSTRUCTED PER THE MOST BLACK REINFORCED , Q BINDER Z RUBBER HOSE EXISTING Ln RECENT LOCAL AND STATE BUILDING CODES. (PER FEDERAL NPDES CONSIRUC110N RELATED REQUIREMENTS AND DEPS STORMWATER MANAGEMENT POLICY VOLUME II) a GRAVEL ° °o U � COURSE =. 1. I TWO STRANDS OF #18 I- `� _ APPLY THESE PLANS DO NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS THE FOLLOWING REQUIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION TO CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN to GUAGE TWISTED 6"MIN i , I I TACK COAT ON OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF ACCORDANCE Willi THE ENVIRONMENTAL PROTECTION AGENCY'S (EPA'S) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT PROGRAM FOR STORMWATER w 24"MIN. STEEL WIRE -- Oj - SAWED EDGES THIS PLAN. PLDE GOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS w - " - d O .�:0 I 6 M N DISCHARGES FROM CONSTRUCTION SITES (AS LAST REVISED TO TAKE EFFECT OCTOBER 31, 1998). THE FOLLOWING SEDIMENTATION AND EROSION CONTROLS SHALL BE EMPLOYED TO MINIMIZE » " 18 GRAVEL SUBBASE OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE ASSUMES NO RESPONSIBILITY (OR LIABILITY) FOR A!`LY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EROSION (AND TRANSPORT OF SEDIMENT) DOWN-GRADIENT TO ABUTTING CITY STREETS DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE PROJECT. THE FOLLOWING EROSION � 2 x 2 SPRUCE POST COMPACTED 989 _ .: UNPAINTED 7 HIGH MHD M1.03.0 TYPE B "O EXCAVAl10N/CONSIRUC110N. CONTROL MEASURES SHALL BE EMPLOYED (AND PROPERLY MAINTAINED DURING CONSTRUCTION): " - TRENCH•:WIDTH Q . THREE REQUIRED PER TREE NO STONES OVER 3 DIA. » a . ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, CITY 1. STRAW WATTLES: TO MINIMIZE SHEET EROSION STRAW WATTLES WILL BE PLACED TO TRAP SEDIMENT TRANSPORTED BY RUNOFF BEFORE IT REACHES THE EXISTING DRAINAGE SYSTEM OR -I O 18 MIN PUBLIC WORKS DRAIN LAYERS MANUAL, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION TREE WRAP TO - LEAVES THE CONSTRUCTION SITE. WATTLES (8 TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BLACK PLASTIC NETTING) WILL BE SET AT LEAST FOUR (4) INCHES INTO THE ? FIRST BRANCH1. SUITABLE PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (OR REPAIRED) UTILITY LINES ARE SUBJECT TO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF. WATTLES SHALL BE PLACED ON ANY DISTURBED SLOPE (THAT WILL REMAIN UN-ALTERED FOR MORE THAN SEVEN DAYS). •�* O� , • 0 . COMPACTED APPROVAL FROM THE CITY. WATTLES SHALL BE PLACED EVERY 20-FEET DOWN SLOPE, SO THAT THE WATERSHED FOR EACH WATTLE LINE IS ONLY 20-FEET WIDE. WATTLES SHALL BE INSTALLED PERPENDICULAR TO 2.5"CALIPER PLANT AT SAME DEPTH AS WAS Q . < BACKFILL WATER FLOW. THE WATTLES SHALL BE STAKED WITH WOODEN POSTS (1.5-INCH SQUARE) 4-FEET ON CENTER. o PREVIOUSLY GROWN (OR W/IN - I Ill =- SEE TRENCH IF EXISTING UTILITY SERVICES (AND/OR MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. iv ONE INCH BELOW MAX.) I _I j I- DETAIL THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED. 2. SILT FENCING: USE A SILT FENCE (DETAIL SHOWN ON THIS PLAN) AT THE DOWN-GRADIENT PROPERTY LINE (ALONG THE HIGHLAND AVENUE SIDEWALK). THIS SEMI-PERMEABLE BARRIER � 2" CEDAR BARK MULCH 11 MADE OF SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE. THE SILT FENCE BARRIER SHALL BE DUG INTO THE NOTE: PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. THESE PLANS ARE INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN. THE ACTUAL GROUND AT LEAST FOUR (4) INCHES AND BE HELD UPRIGHT WITH WOODEN STAKES SPACED TEN (10) FEET APART (MAXIMUM). THE SMALL SPOIL PILE SHALL BE PLACED ON THE z z SLOPE TO FORM DISH TO CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT SHOWN ON THESE PLANS, REQUIRE THEIR HELD GRADIENT SIDE OF THE SILT FENCE. ,HE WOODEN STAKES 1 ST INCH SQUARE) SHALL S DRIVEN INTO THE GROUND AT LEAST EIGHT (8) INCHES. THE SILT FENCE SHALL BE FIRMLY -,tom � CONTAIN WATER PERMANENT PAVEMENT PATCH - HELD TO THE WOODEN STAKE WITH MANY CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE. THE SILT FENCES AND HAY BALE BARRIERS WILL BE REPLACED AS DETERMINED BY � OWN SEPARATE APPROVALS. PERIODIC FIELD INSPECTIONS. UN11E AND ROLL BACK BURLAP Not To Scale THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY (TOWN) DPW AND/OR CITY (TOWN) ENGINEERING DEPT. FOR INSPECTIONAL SERVICES. THE SITE CONTRACTOR 3, CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH HAY BALE BARRIERS (WHERE APPROPRIATE) Al SILT SACKS THROUGHOUT FROM TOP 1/3 OF ROOT BALL SHALL COORDINATE WILL EACH RESPECTIVE CITY (TOWN) DEPT. FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY (TOWN) SPECIFICATIONS FOR THE USE OF EACH CONSTRUCTION. PROPOSED UTILITY ON-LINE. �- MOUND AROUND EDGE OF PIT 4" LOAM AND SEED 4. GRAVEL AND CONSTRUCTION ENTRANCE/EXIT: A TEMPORARY ENTRANCE/EXIT WILL BE CONSTRUCTED OF A SIX (6) INCH THICK (MINIMUM) BED OF 2 TO 3-INCH WASHED CRUSHED STONE a \ \\ \\�\\ PRIOR TO WORKING (ON-SIZE AND/OR INSIDE THE ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR PLACED ATA 29 GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. A CROSS-SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN I iv FINISH GRADE (SEE PLAN FOR \ \�\��\�j SHALL CONTACT DIG-SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION WORK. INET OR TEMPORARY SETTLING AREA. IF DEEMED NECESSARY, AFTER CONSTRUCTION BEGINS, A WASH PAD MAY BE INCLUDED TO WASH OF VEHICLE WHEELS BEFORE LEAVING THE V I J SURFACE TREATMENT) BIT. CONIC. x ��/� ` PROJECT SITE. V �` BINDER COURSE � AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN 6 DIAMETER HOLE DUG in I ." FOR ROOT BALL AND BIT. CONC. ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MEN11ONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE 5. DIVERSION CHANNELS: DIVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO EITHER SEDIMENTATION BASINS OR PROTECTED CATCH ` •' ' ' ' .;°,..:.'.;, PROPER AMOUNT OF TOP COURSE 6"MAX �41 RESPONSIBILITY AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICAl10NS ON THIS PLAN AND BASIN INLETS. TAMPED BACKFILL MIXTURE ,, ",' "^ " �,z BACKFILL MIX 3 MIN �Q�� ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. 6. TEMPORARY SEDIMENT BASINS: DURING CONSTRUCTION, TEMPORARY SEDIMENT BASINS WILL BE INSTALLED EITHER AS EXCAVATIONS OR GERMED STORMWATER DETENTION STRUCTURES BACKFILL MIXTURE (TYP) � ROOTBALL Z ��� : - 0 . DEPENDING ON THE GRADES. THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME TO ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO 509 LOAM + 259 SAND + WIDTH VARIES � m�' • WATER SERVICES (FIRE AND DOMES11C1: THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION. ANY WATER LINE CONSTRUCTION 259 PEAT MOSS, MANURE & - �• COMPACT DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-GRADIENT SIDE OF THE TEMPORARY _ SHALL COMPLY WITH THE CITY DPW, FIRE DEPT., WATER DEPT. AND ENGINEERING DEPT. SPECIFICATIONS. A MEP ENGINEER SHALL SPECIFY PERFORM FLOW PRESSURE TESTING OF EXISTING VERMICULITE WATER LINES. A MEP ENGINEER SHALL DESIGN THE WATER DISTRIBUTION SYSTEM MEETING ALL APPLICABLE CODES. THAT WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE. FINAL SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED TO MINIMIZE EROSION OFF-SITE. THESE BASINS SHALL BE LOCATED BASED ON ,., ; . (1 GRAVEL CONSTRUCTION NEEDS AS DETERMINED BY THE SITE CONTRACTOR. O BEHIND LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER PIPES IS 5-FEET. TREE PLANTING DETAIL o 0 8 f EDGESTONE BY BOSTON 7. VEGETATIVE SLOPE STABILIZATION: STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN FOURTEEN (14) DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE •CEMENT; I. .. .•y GAS SERVICE: THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION. FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED TEMPORARILY OR PERMANENTLY CEASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STABILIZATION WILL BE USED TO MINIMIZE EROSION ON Not To Scale CONCRETE GAS COMPANY, 100 COMMERCIAL STREET, MALDEN, MA 02148, CONTACT. COLLEEN LOVE (617) 723-5512 EXT. 6334. '. O CONCRETE SLOPES OF 3:1 (H:V) OR FLATTER. ANNUAL GRASSES (SUCH AS ANNUAL RYE GRASS) WILL BE USED TO ENSURE RAPID GERMINATION AND PRODUCTION OF ROOTMASS. PERMANENT BEHIND STABILIZATION WILL BE COMPLETED WITH PLANTING OF PERENNIAL GRASSES OR LEGUMES. ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY " SEWAGE DISPOSAL SYSTEM: INSTALL A NEW MAIN SEWER LINE AS SHOWN ON THESE PLANS. MAIN SEWER LINES SHALL BE 8" MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF HYDRO SEEDING OR SODDING. A SUITABLE LOAM TOPSOIL, GOOD SEEDBED PREPARATION, AND ADEQUATE LIME, FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF „, �= GRANITE 2.09 (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY THESE VEGETATIVE STABILIZATION METHODS. ALIGHT (POROUS) SPREAD OF HAY MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM IMPACT OF FALLING RAIN COMPACTED GRAVEL 6 _ ST NE STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER. . . . BASE O O ��0 i= NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR SOLID FOUNDATION) PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE 8• CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND (INCLUDING PLANNING BOARD SUBDIVISION AND DRAINAGE _- STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT A PROPER FOUNDATION Al PILES) SHALL BE DEEMED UNACCEPTABLE ALTERATION PERMIT FROM THE CITY ENGINEER). AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE CITY ENGINEER, EARTHWORK WILL BEGIN TO MOVE 1.5" SQ. WOOD POST 10' TOS 4' O.C. OR __ COMPACTED FIRM,_=- AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. STEEL REBAR POSTS SET 10 APART I- - - - - I- i EXISTING SOIL MATERIAL AND BLAST LEDGED. TEMPORARY SEDIMENT BASINS SHALL BE MAINTAINED THROUGH. THE EARTHWORK STAGE OF THE PROJECT TO CATCH SEDIMENT BEFORE IT � � � � - STABLE SUBBASE- -III WRAP ATTACHMENT -' ''���-' '-' ' '- FLOWS OFF-SITE. ONCE THE GENERAL GRADES OF THE LAND HAVE BEEN ESTABLISHED, THEN THE ROAD SUB-BASE AND BUILDING PADS CAN BE SET. THEN, THE UTILITIES WITHIN THE UNDESTURBED DISTANCE THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY LINE(S). EXISTING SEWER MANHOLES (TO BE DEMOLISHED) CORD AROUND ROAD IS CONSTRUCTED, PERMANENT DRAINAGE CONTROLS ARE PUT IN PLACE. BACKFILL IN ACCORDANCE WITH GEOTECHNICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION. POST TWICE (SEE PLAN NOTES: SHALL BE PUMPED OUT, CRUSHED AND BACK FILLED WITH CLEAN SAND. PROPER COMPACTION M 12-INCH LIFTS IS REQUIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OLD THEN FINAL GRADING, THEN PAVEMENT, THEN LOAM AND SEED ALL DISTURBED AREAS WITH HYDROSEED. ) DEMOLISHED MANHOLE STRUCTURE. FINISHED 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB 10. MAINTENANCE OF EROSION CONTROLS: THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THESE PLANS. DURING CONSTRUCTION, THE GRADE DOWN GRADIENT 4" MIN. THICKNESS, 12" MIN. WIDTH OF FACE 5' TO 10' 2. ALL SLOPED GRANITE EDGING SHALL BE LAID AT SEWER SERVICE LATERALS SHALL BE 6 MINIMUM DIAMIER PVC SDR-35 WITH A MINIMUM SLOPE OF 1.09 (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND \ \\ WETLAND RESOURCE MAINTAINED ON-SITE BY THE SITE CONTRACTOR. SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN FOUR (4) INCHES DEEP, OR AS NEEDED. DAMAGED OR .��/ MARAFI FABRIC z THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. STORM DRAINAGE SYSTEM: INSTALL NEW CATCH BASINS, DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. THE DRAINAGE DETERIORATED EROSION CONTROL DEVISES WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY \j/\\� � AREA PIPES TYPE SHALL BE BASED ON THE DEPTH OF EARTH COVER. SEE DRAINAGE TRENCH DETAILS AND PLAN. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN DISPOSED OF OFF-SITE. SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE CITY ENGINEER SHALL APPROVE THE STABILIZED EARTH PRIOR TO � SPOIL N ENGINEER FOR APPROVAL PRIOR TO ORDERING ecus STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. THE REMOVAL OF EROSION CONTROLS. \\�j\��\ , t, _ SLOPED GRANITE EDGING /IN \ \ \ ! NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EAR,H (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH ��/�\�\�\� Z ( SGE) CURBING BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE LONG-TERM INSPECTION, OPERATION & MAINTENANCE ���/��/� DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. BURY FABRIC 8" MIN. Not To Scale ITHE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF IN GROUND. DO NOT il REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING (POST- CONSTRUCTION REQUIREMENTS PUT SPOIL ON WETLAND SIDE OF FENCE I STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND NOTE: CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL (LIMIT OF WORK) • THE SITE CONTRACTOR SHALL OVERBLAST A MINIMUM OF 36-INCHES BEYOND THE CRUSHED STONE FOR ALL LEACHING STRUCTURES, DETENTION BASINS AND WATER QUALITY GRASSED MAINTENANCE PLAN (IN ACCORDANCE WITH DEP STORMWATER MANAGEMENT STANDARD #9). THE FOLLOWING OPERATION & MAINTENANCE PLAN IS TO BE PERFORMED BY A LEGALLY AS SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY SWALES (WITH CRUSHED STONE BOTTOMS). ESTABLISHED HOMEOWNER'S ASSOCIATION. EXCAVATION OR EARTH REMOVAL ON-SITE. 2-3' t DRAINAGE SYSTEM OPERATION AND MAINTENANCE PLAN: A HOMEOWNER'S ASSOCIATION SHALL MAINTAIN ALL DRAINAGE STRUCTURES INCLUDING CATCH BASINS, DRAIN MANHOLES, LEACHING THE HOMEOWNER'S ASSOCIATION SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND ALL STORMWATER CONTROLS: INCLUDING: NOTE: CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY DEPENDING BASINS AND CULTEC UNDERGROUND STORAGE SYSTEMS BY INSPECTING THEM 4 TIMES PER YEAR AND REMOVING (CLEANING OUT WITH A VACUUM TRUCK) SILT/DEBRIS A MINIMUM OF TWO MAINTAINED AT ALL TIME IN ACCORDANCE WITH THE ORDER OF CONDITIONS (WETLANDS PERMIT) ON FINAL 250 WATT HIGH PRESSURE TIMES PER YEAR (IN EARLY SPRING AND LATE FALL). (A) QUARTERLY PAVEMENT SWEEPING (AT THE END OF EACH SEASON), AND IN GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED. SELECTION SODIUM, ANTIQUE LOOKING LIGHT FIXTURE, DOWNWARD ELECTRICAL SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY ,HE MASSACHUSETTS ELECTRIC COMPANY, 170 MEDFORD STREET, MALDEN, MA (B) QUARTERLY TRASH REMOVAL FROM THE PREMISES, SILT FENCE DETAIL DIRECTIONAL. FINAL SELECTION aooe BY OTHERS. 02148-7384, CONTACT: DAN CAMERON (781) 388-5367. (C) SEMI-ANNUAL CLEANING OF CATCH BASINS, LEACHING BASINS AND DRAIN MANHOLES PROPERLY DISPOSING SILT, SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR Not To Scale TELEPHONE SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC, 459 MAIN STREET, SAUGUS, MA 01902, CONTACT: DINO IMBERGAMO WITH A VACUUM TRUCK (TO OCCUR LATE FALL AND EARLY SPRING), (617) 381-6403. . (D) MONTHLY MOWING OF THE GRASSED SWALES (WATER QUALITY SWALES), AND TWO DETENTION BASINS. FIRE ALARM: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. ROAD PAVEMENT Q ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. 2 THE PROPOSED PAVEMENT CROSS SECTION FOR THE ROAD SHALL CONSIST OF 1.5-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 2.5-INCHES (MINIMUM) SEWER MAIN BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES DIAMETER PVC COUPLING MOUNTING PER COMPACTED IN TWO LIFTS MINIMUM TO 959) ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. - MIN. SLOPE = 1/4" PER FT. MANUFACTURER 4"f SQUARE LIGHT POLE FINISHED GRADE DESIGNS FOR CURBING & EDGING HEAVY DUTY FRAME AND COVER HAVING LIGHT BASE COVER 100 MPH WIND THE CURBING SHALL BE SLOPED GRANITE EDGING (SGE) AS SPECIFIED ON THESE PLANS. ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY (HIGHLAND AVENUE) SHALL BE VERTICAL /\��\��\ _ \ � MINIMUM INSIDE CLEARANCE OF 24 VELOCITY (PER MANUFACTURER) GRANITE CURBING (VGC) AND MATCH THE SIZE OF THE EXISTING CURBING AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT. REQUIREMENTS. WHEN MATCHING THE NEW LEGEND (ALL SHEET S ...4. / � LE BARON LT 105 TO BE LETTERED "SEWER" 6" PVC SERVICE PIPE (SEWER LATERAL) CURBING TO THE EXISTING CURBING, THE JOINT SHALL BE FLUSH (AND ON LINE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS 24"DIAMETER ,, 6" 45' PVC BEND (ROTATE AS REQUIRED) 1" CHAMFER REQUIRED. EXISTING PROPOSED 1 11 Ll I SIDEWALKS AND HANDRAILS CASTING TO BE SET ON WITH FULL BED OF MORTARD COVERED PVC WYE BRANCH WITH 6" LEG ° 4,. a ° - THE PROPOSED PAVEMENT CROSS SECTION FOR THE SIDEWALK SHALL CONSIST OF 1.0-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 1.5-INCHES STEEL :\ \\�\ '' \ \� /i �� SURFACE 1REAl1ulENT CATCH BASIN ® - RE-BAR ADJUST GRADE WITH COURSES OF PVC COUPLING ,� ° (SEE PLAN) (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C. NO STONES OVER 2-INCHES ` Cc � . BRICK AND MORTAR (3 COURSES MIN., ' DIAMETER COMPACTED IN TWO LIFTS MINIMUM TO 959) ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. DRAINAGE MANHOLE o� � : ( ) \•` 5 COURSES MAX.) PLAN � d ° .: FINISHED GRADE � ? SEWER MAIN z BUSHING • . - PVC CONDUIT (2" MIN.) MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. DRAIN PIPE -12"D 't N . BITUMINOUS WATERPROOFING COMPOUND (TYP.) iv (TYP.) ° ° ;w N I. o .I� ' TWO COATS OF 811UPLASTIC N0. 28 NOTES: ;� „ TBV TO BE VERIFIED BY THE SITE . \;' MANUFACTURED BY THE KOPPERS CO. AND 1. GRADIENT FOR SERVICE CONNECTION % ° 3/4 DIAM GALV. HANDICAP RAMPS SHALL BE INSTALLED AT HIGHLAND AVENUE PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS. HANDICAP RAMPS SHALL BE I'. ( ) STEEL ANCHOR BOLTS (4) MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 89 WITH HANDRAILS (OR 59 WITHOUT HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN CONTRACTOR PRIOR TO �. • APPLIED IN ACCORDANCE WITH THEIR TO BE TOP OF MAIN AT BEND. CONSIRUCIING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONSIRUC110N FOR LOCATION, INSTRUCTIONS 2. SERVICE CONNECTION TRENCH SHALL :° • . , EMBEDDED A MINIMUM OF SIZE, RIM AND INVERT ELEVATIONS i COMPLY IN ALL WAYS TO THE GENERAL 30 INTO CONIC. FOOTING CONTRACTOR TO REPAIR OR REINSTALL. REINFORCING SUFFICIENT TO WITHSTAND SPECIFICATIONS AND TYPICAL TRENCH r a ° . .: `'. I= TBR TO BE REMOVED w H-20 LOADING SECTIONS FOR SEWER MAINS. ••a '''. :.-< _ COMPACTED GRAVEL RIP RAP ,� 5"MIN 1, - - SURROUNDING FOOTING TR TO REMAIN > " - '•'' CONCRETE FOOTING (PRECAST OR RIP RAP SHALL BE USED FOR SLOPES THAT EXCEED 2:1 (H:V). RIP RAP SHALL BE PER MHD M2.02.2 (DUMPED RIP RAP). STONES SHALL NOT WEIGH MORE THAN 400-LBS EACH. RIP l STEPS '- """ ` ,' 6 45' PVC BEND - - RAP SHALL BE PLACED ON A 6-INCH CRUSHED STONE BED (MHD M2.01.4) ON TOP OF MIRAFl FABRIC (14ON OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL. 1' ,f - HANDICAP RAMP MANHOLE TO CONFORM TO ASTM SPEC. C-478 I I � 12"x12" SQUARE I � ONE CONTINUOUS POUR) (4500 psi) (MAX.SLOPE = 8.09), SEE NOTES 6 PVC COUPLING •� �' NOTES-,,I (4000 PSI MIN. COMPRESSIVE STRENGTH) nR FIRM STAGE LIGHT POLE IS 3/4" GROUND ROD CONSTRUCT PER AAB SPECS ' ` - 6" PVC SERVICE PIPE SUBBASE STRUCTURAL FILL UNDER BUILDINGS AND&R WALL FOUNDATIONCENTERED (IF REQUIRED BY - STRUCTURAL FILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL Al GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY ' 0-RING RUBBER GASKET JOINT (TYP.) ONE WYE \ L ,(SEWER LATERAL) . ELECTRICIAN) VGC VERTICAL GRANITE CURBING Cr 1 . I CONFORMING TO ASTM SPEC C-44 BRANCH , o FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. CC CONCRETE CURBING � � 5"MIN I F BUTYLE RESIN NOTE: BCC BITUMINOUS CURBING x � .L, 5"MIN .1 EG 6 D- /� CRUSHED STONE BEDDING D 1. FINAL LIGHTING TO BE DESIGNED BY OTHERS. THIS DETAIL IS A SUGGESTION OF A THE CONTRACTOR SHALL INSTALL (PER ARCHITECT'S SPECIFICATIONS) AN EXCELLENT UNDERDRAIN SYSTEM (AND FOUNDATION DRAIN SYSTEM) SO THAT THE GARAGE FLOOR/BASEMENT IS NOT EOP EDGE OF PAVEMENT (NO CURBING) Q w ° ' (SEE SEWER TRENCH DETAIL) TYPE OF LIGHIPOLE THAT MIGHT BE USED FOR PERMITTING PURPOSES ONLY (AND NOT j N DAMP AT ANY TIME. SGE SLOPED GRANITE EDGING 00 00 a �` �; _ FOR ACTUAL CONSTRUCTION). FINAL LIGHTING DESIGN SPECIFICATIONS, LOCATION, HEIGHT I ----E(vr,)-- ELECTRIC LINE (TBV) 0° '.I' DRUBBER BOOT CONFORMING TO ASTM p III-III I-1 I-I I SHALL BE SPECIFIED BY OTHERS SUBJECT TO THE APPROVAL OF TOWN BOARDS. a STRUCTURAL FILL (SUB-BASE) UNDER PAVEMENT ---cATY(vc)---CABLE TELEVISION LINE (TBV) z TABLE 29 SPEC. C-443 PROVIDING WATERTIGHT SEAL SEWER p � , -•-s"W-WATER LINE (TBV) -W � F MAIN , S o - UNDISTURBED MATERIAL A SUITABLE SUB-BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12-INCH GRAVEL ROAD BASE. THIS SUB-BASE MATERIAL SHALL BE MHD M2.01.7 (DENSE GRADED CRUSHED STONE FOR ►rc - SHAPED CONCRETE INVERT i= (NOTE: LEDGE IS LIKELY) 2. THIS DETAIL SHOWS A CHASE PRECAST CORP. PRODUCT N0. LPD-12 OR APPROVED sWv WATER GATE (TBV) WG _ 17 C) SUB-BASE) AND COMPACTED IN 6-INCH LIFTS TO 959. PRIOR TO INSTALLATION OF THIS STRUCTURAL FILL UNDER THE ROAD, ALL UNSUITABLE MATERIAL SHALL BE REMOVED, AND A HYDRANT `� z " " �• p EQUAL. �q ,,o 1170 0 '.CLASS A _ o GEOTEXTILE FABRIC SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. FINAL SPECIFICATIONS BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO PROFILE C) J. _1.-:'!:`� 1 !;.",.-' .I'.If'11'_­ �. RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD. ---------e s - SEWER LINE (TBV) -8"S c� CONCRETE . 'I, -1 _- LIGHTPOLE DETAIL -_ N STRUCTURAL FILL FOR SIDES OF STORMWATER DETENTION BASINS O SEWER MANHOLE STRUCTURE 'O� `~- `- - Not To Scale STRUCTURAL FILL FOR THE SIDES OF THE STORMWATER DETENTION BASINS SHALL BE SPECIFIED BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO -----4"s---- SEWER LATERAL (TBV) -4"S b ' 4 ' BUILDING SEWER LATERAL I a RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION OF THE DETENTION BASINS. ------FM---- COMMON FORCE MAIN SEWER TB - - ( -FM- • • t',o% E*LP--•••• OVERHEAD WIRE I I 11-I I = _ I I= = I I= , CONNECTION DETAIL CRUSHED STONE I Ytreet� ��Ps� EXISTING UTILITY POLE WITH � , ,- _, , , _ 0 p CRUSHED SfiON€ US€D FOR BEDDING UNDER STRUCTUPE§ §HALL B€ MHD M2.01.2. ®c Pc9 OR WITHOUT STREET LIUHT - �F* FIRM STABLE 8"MIN. DEPTH, 3J4" CRUSHED STONE Not To Scale > STONE FOR PIPE ENDS FIFE FINISHED FLOOR ELEVATION SUBBASE MHD M2.01.2 co STONE FOR PIPE ENDS SHALL BE 5-FEET x 5-FEET LOCATED AT THE OUTFALL FOR EACH HEADWALL. STONE FOR PIPE ENDS SHALL BE MHD M2.02.3. STONE FOR PIPE ENDS SHALL BE FBE FINISHED BASEMENT ELEVATION PER GEOTECHNICAL ENGINEER SPECIFICATIONS PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY D PLACED ON A 6-INCH CRUSHED STONE BED (MHD M2.01.4) ON TOP OF MIRAFl FABRIC (14ON OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED GROUND. �' (D TREES/SHRUBS � NOTES: yH OF-4 0 RETAINING WALLS ® PAINTED "NO PARKING" AREA 1. USE 48" INSIDE DIAMETER MANHOLE FOR PIPES 24" OR LESS, " TEAM: �a�P` gss9 4 1/28/10 PER PLANNING BOARD & PEER REVIEWERS COMMENTS ao ALL RETAINING WALLS (MOSTLY CONSTRUCTED OF IN-SITU BLASTED LEDGE) SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL USE 60 INSIDE DIAMETER MANHOLE FOR PIPES GREATER THAN 24 oma' SCOTT IAN CSG 3 1/19/10 REVISIONS TO ACCOMPANY THE HYDROLOGIC ANALYSIS SPOT GRADES PER ACTUAL � PATROWICZ N ENGINEER) TO MEET ALL LOCAL AND STATE BUILDING CODES. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF WALLS ONLY. PLDE DOES NOT CERTIFY WALLS OR FOUNDATIONS, THEREFORE a e 2.STEPS; STEEL REINFORCED COPOLYMER "' 2 1/14/10 ENHANCED STORMWATER MITIGATION WITH UNDERGROUND •� �z , ON-THE-GROUND SURVEY � OWNER/DEVELOPER. o clvl� q ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS (MATERIALS, CONSTRUCTION, FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL PROFILES, DESIGN SPECIFICATIONS AND *^ POLYPROPYLENE PER ASTM, E BARON NO. v No.33656 y o PAUL FERRAGAMO, 9 0 CROSS-SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR o +57 7 PROPOSED SPOT GRADES L115 OR EQUAL. 419 HIGHLAND AVENUE, SALEM, MA 01970 °9 `cGi P`° STORAGE/EXFlLTRAl10N, EXPANDED WATERSHED ANALYSIS Sy PRIOR TO CONSTRUCTION. h 3.TABLE AT 2/3 PIPE DIAMETER. 978-977-9801 CFS ��� rn N` TEMPORARY BENCHMARKS FOR si A 1 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS v THE TOP OF EACH RETAINING WALL SHALL BE AT LEAST 6" HIGHER THAN THE ADJACENT FINISHED GRADE ON EITHER SIDE OF THE WALL (AND THEREFORE WILL ACT AS A CURB FOR VERTICAL SURVEY CONTROL TBM#� ATTORNEY: M STORMWATER CONTROL). PROTECTIVE FENCING (PER BUILDING CODES) SHALL BE INSTALLED (ON UP-GRADIENT SIDE OF WALL OR ON TOP OF WALL) FOR ALL WALLS HIGHER THAN 4-FEET PRE- CAST SEWER MANHOLE DETAIL NO. DATE DESCRIPTION o) UNLESS SPECIFICALLY WAIVED BY THE CITY BUILDING INSPECTOR. _____- - __ GEORGE ATHINS rn 26---- CONTOURS OF EQUAL ELEVATION ,58-_ Not To Scale RONAN, SEGAL, HARRINGTON > WATER QUALITY GRASSED SWALES & INFILTRATION BASINS FOR STORMWATER MANAGEMENT II ❑� CATV 59 FEDERAL STREET, SALEM, MA 01970 CATV O EMH TELEPHONE/ELECTRIC MANHOLE (978) 744-0350 X107 0 SITE CONTRACTOR SHALL GRADE THESE AREAS (SHOWN ON THESE PLANS) TO TEMPORARILY CONTAIN RUNOFF WATER (SHAPED AS A SHALLOW BOWL AND/OR SWAE). THE INFILTRATION Box ® TMH z (DETENTION) BASIN BOTTOMS SHALL HAVE 4-INCHES OF LOAM ON TOP OF 2-INCHES DEEP PEASTONE LAID ON TOP OF A 12-INCH DEEP BED OF CRUSHED STONE (2-INCH DIAMETER CLEAN p GRANITE BOUND SET ARCHITECT: DEFINITIVE = CRUSHED STONE, NOTHING SMALLER, NOT 2"MINUS, NO ORGANICS). THE BOTTOM AREA (SHOWN STIPPLED ON THESE PLANS) SHALL BE HYDROSEEDED (WITH NO SHRUBS OR TREES PLANTED A.C. AIR CONDITIONER (ON CONCRETE PAD) HYDRANT HARRY GUNDERSEN (D WITHIN THE STIPPLED AREA). PLANTING OF SHRUBS AND TREES CAN OCCUR (IF REQUIRED) AROUND THE EDGES OF THESE INFILTRATION BASINS (OUTSIDE OF THE STIPPLED AREAS). WSTEPS WOODEN STEPS PUMPER CONNEC110N (MUNICIPAL STANDARD) GUNDERSEN ASSOCIATES ; C.STEPS CONCRETE STEPS FACES ROAD 20 CENTRAL STREET, SALEM, MA 01970 6 CONIC. CONCRETE SIDEWALK BREAKAWAY FLANGE (978) 744-1000 ASPH. ASPHALT SIDEWALK -H FINISHED GRADE SITE ENGINEER: SUBDIVISION Q MB MAILBOX " SCOTT PATROTPICZ NOTES , LEGEND & SITE DETAILS - -cds-"- GAS LINE (TBV) SURFACE I. o0 8 0 _ PATROTYICZ LAND DEVELOPMENT ENGINEERING 9 LANDSCAPING NOTES _ GAS PROPANE TANK PAVED Qa11 cc GAS GATE VALVE (TBV) -� - 14 BROTPN STREET, SALEM, MA 01970 U. PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. ALL Cas Meter GAS METER(TBV) 77 I -_�. ,': _ SELECT BORROW B COMPACTED IN (978) 836-8400 for E PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. ALL PLANT SHALL BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR PROPER - °� LOCUS PROPERTY LINE 6 GATE VALVE 8 . .. I - 12 MAX. LIFTS 11 RESIDENTIAL LOTS co NAMES. AND BOX ? 8, o MHD MLo2.0 FIELD SURVEYOR: 'v - ABUTTER'S PROPERTY LINE _oo � 8 = NO STONES OVER 2" GAIL SMITH, R.L.S. PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO AS TO NOT ALLOW RUNOFF (FROM THE PLANTING BED) TO BE DIRECTED VIA A STEEP SLOPE INTO THE THRUST BLOCK o _ 1 . - NORTH SHORE SURVEY CORPORATION U - - - - - BUILDING SETBACK LINE 8" WATER MAIN a - -$ I 8 .11 0 14 BROT'PN STREET, SALEM, MA 01970 for a Site at PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM (CLEAR AND GRUB AS NECESSARY). REMOVE STONES, STICKS, PROTRUDING ROOTS, UNSUITABLE SOIL, - THRUST BLOCK PAVEMENT AND OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4"MIN. SCREENED LOAM AND 2"MIN. BARK MULCH. 8x8x6"TEE " - MIN. BEARING 6 SQ. FT. (978) 744-4800 LANDSCAPING AREAS (BY OTHERS) - 6 MIN. _ DO NOT BLOCK DRAIN HOLES #405- 427 Highland Avee °- " " - 0 EACH PLANT SHALL BE WATERED-IN TO REMOVE AIR POCKETS DURING PLANTING. THE LANDSCAPE CONTRACTOR SHALL NOT PLANT ANY DAMAGED PLANTS. THE LANDSCAPE CONTRACTOR LEDGE FACE (EXISTING EXPOSED) CA::BL - " " „ Z SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. 18 x18 x6 POURED CONIC. :5 RIP RAP (2:1 SLOPE H:V) MHD M2.02.2 MECH. L6" DIAM. PIPE MECH. " - ' . , -_ BASE FOR SUPPORT Salem, Massachusetts 4 APPROVAL UNDER SUBDIVISION JOINT JOINT _ - CRUSHED STONE OR PEASTONE 0 PIPE _ (MIN. 1 cu. YD.) CONTROL LAW REQUIRED: Date: October 13, 2009 SILT FENCE EROSION CONTROL (LIMIT OF WORK) 4'MIN. -' u. PLDE#99-34 Scale: Not to Scale Sheet 7 of 10 W DW-3SS LE-FDS 3.5'MIN. 6.5'MIN. 0 SALEM PLANNING BOARD `,, rM,_ UD STORMWATER MANAGEMENT: x a 0° , � O� f O OI'i LEACHING BASIN/CHAMBER SURROUNDED BY 3 Land OWner: Paul Ferragamo �` 11"ll-,/ -^. CRUSHED STONE (2 DIAM) 14' TO 20' TYP. 419 Highland venue, Salem, MA 01970 r___._-:, CRUSHED 77 NOTES: . HYDRANT NOZZLES SHALL BE SET AT A STANDARD HEIGHT ABOVE FINISHED GRADE. I 3 I `: DETENTIONSBASIN((18IpINC ES DEEP BELOW OF GROUND) 2. CONSTRUCTION OF GATES AND HYDRANTS SHALL BE IN ACCORDANCE WITH AWWA PATROWICZ grC500-71 AND AWWA C502-64 RESPECTIVELY. "DARLING" GATES (OPEN RIGHT), "0" LAND DEVELOPMENT ENGINEERING t° RINGS, "DARLING" HYDRANTS WITH 6" HUB BASE AND 5" VALVE OPENINGS (OPEN CL RIGHT) WITH TWO 2.5" HOSE CONNECTIONS ON A 4.5" STEAMER CONNECTION "DARLING" 14 Brown Street, Salem, MA 01970 c8 TYPE D-50B, "QUICK FIX" HYDRANT SHALL BE USED. (978) 836-6400 In HYDRANT INSTALLATION DETAIL NORTH SHORE SURVEY CORPORATION Not To Scale 14 Brown Street, Salem, MA 01970 ,10 DATE: (978) 744-4800 C M r_ a) E U O _0 U j - Y _ ..-. -�= _ A r I'll �- / ,\ CI \ LE � , - \ BARNES CIRCLE #7 `\ RICHARD BINGHAM, JR. \ \ L cP 91 LOT 88 CLARKESTREET \ `', #'2 I MAP 3, LOT 79 ` I \ BARNES CIRCLE 1 I I 41' w ,. BOURQUE NOMINEE \ DDECK S 16•so 3 \ `\ \ , NOUS= 130'1 ' � BU [IWUP ' �` NDT T❑ SCALE } 24.99 � REALTY TRUST ��� I - / - 2 \ 1 \ J� \ \ no.9a OJ2 W p �- \ IRON PIPE •O L.C. 66214/318 �� 20 (FND) `. i \\ TBM#5 BARNES CIRCLE TOBIA DELULIS # o \ \ MAP 3, LOT 92 BARNES CIRCLE #'8 I BARNES CIRCLE \ D 75 \� � \ \\I L.C. 33202/144 DAMATO REALTY TRUST BARNES CIRCLE SILVIA WAYNE PANFILO DAMATO MAP 3, LOT 89 I \ \ MAP 3, LOT 91 JOSEPH BOUBREAU, JR .no.zs / � \ \�, ', tz3s I MAP 3, LOT 90 L.C. 13355/238 #5 L.C. 32714/333 .170'45 170.36 ',167.94 \ \,1 L.C. 69605/325 - /1> .,B Sk /� „6931 / I \ CLARK STREET \\'\ ;� #6' I I WOOD \ � , a9 C6\ HENRY RUTKOWSKI 170.09 - TBM#8 I �. C 5 , 9LOT 78 ` DECK 770,06 / \ _ _ / \ MAP \ CLARK STREET Q _ I ,158.30 i Y 1, 123.79• \ I ss.eo _ _t7 0e \ \ \ �. 7514/265 vIWN \ \ - IRON ROD - I \ u 430 -\z3 3.eo 0.04 , '� j' �9\ \ ,, ROBERT RIDGE _ 57.78 (SET) S40o (�)1, \ � N � 57.06 W 9.6' I=169.99 \ \\ \ p A / \ MAP 3, LOT 24 i S 154.58 , __ !' 1 4.18 � �67,��,665 \ � � � D � � / \. ,. L•C. 10261/177 120 I o / <> ro \ \ 5O. I \ +169.83 „70.18 \ 7 � - ST oO f6715 I i ''r 7 I Vv ONE �TAINING +. v \ 24'TREE 'Z�O \ - - lT v`, > ti 1$�� / Chts 7N LINK FEWALL .52.97 .5221 W \ \ "169.91 -169.4.5 -169.27 15 CHERRY 2C Sj !��s t& sw Q \1.54:79 \ \ r Z ` PAVED DRIVEWAY I "151.39 NGE I` 157.67 5]BJ Z 11 Z.b2 \\\+1\4.Y9 \\\\ \\\\ \\\ x168.65 ,1 7 .169.7\\ *170.55 \\ ,188.51 `G9C6 C,Lp-WNL\ \\. / X126.65 124242 \ '\ 20'CHERRY�r 1su8s 152 15822 / ° \ 03 \ 11 ^ \ .\ 11 ',2.42 - \ -� \ ,169.39 tr- 1\ /,// 8.65 . \ I TBM#11 1151.02 -151-_ - ` i 15.97 -58.88 158.67 ? \\ \ \ \ *169.,5 \ � 4159.96 � \ 1 v - ---52.66 5 4 MAPLE Q \ \ \ + 64.61\\ \ \ \ , ,50.22 /A�_, 14"MAPLE \ i2'MAp�E y�. 2 \ \ \ \ � IRON PIS <5- � ,53.x5 �tso.56 - ,51.93 ��� , \ \ \ - �\ \ ;6,_ ,� (FND) ..CLARK STREET �\-i^yb.]2 ,";.157.74 OBOULDER " - �s3.5 2 \ \ \� \ \ 1� 4',MAPLE 9 98150 - \ _''< __BOULDER, d2y- ,5-3.a° \ 156 \ 67.07 \ r,s9.14 68.63 / t \ _+� ,50.74 / - _ t, _ \ I s ° s It \ �\ ,169.59 I�O�cno. si .fio.07 Sll�eo 3 BLOWUP#2 C�`�0 JMAP 3Y LOT 77AN:� 2594 62 \' 111 ,� - ' V � `Lt.! 1163.20 15 4 o I\ \ \\ \\ \\ \ +187.74 ,167.37 A v .���,),68.56 v + - B,15�I 52 ;\ W.7G: 1 2 7, tl 723.71 �rs 'l\1,L/ __ / 123.24 \ \ � + 5� S O 1 \ � / BOULDER s,D7 \\20�RY BO DEf� 154 �iJ. \ -- `\ 69,,2 , se.Dc 30 \ 0 /. 8 \ °a 1\� / \ 326 \ .,20, 2 , I =149.16. n 7� - \ J L50.Oy � x 149.76 O _ - _ ---- -- - - - 3 1' -155.29\ \\ \ \ 159.18,- \ \ 90 AM i / \ \ �• 40.58 ' 123.88 P� \� 149.36 ? +152.21 5 \ \ v`7 O 132.7- � 1' 1 24"TREE \ � 2 MAPLE / 68.6.5 / \ Cts C. 63953/29 DECK IRON REID x12 57 1K \ J 1401' 'x9.56 - -150.57 \ "x \\ \ '> \\ 184. • `\ / x188.88 Q t\ (SET) l; \ \ Q /: 7.a 9� - '. - 11\EE v\ \ __- - -.�0 / -.6.5V69 \ v +\ 'V A 11 A 1 3 24"TREE 1.59.71 15 \ .53x1, \ 56.93 \\ - 6 z 162 \ \ ` _ ? \ \ .v .� _ _.______ -152.57 \ 738.16\ -_ �\\`- _ \ \ \ // \ \ I z � r -- BOU DER - - ` - ) \ \ \ Q �_- \ \ \ \_-,es9� 169.62 / ` 9" .. 1 \_.zs * ,4e.,< \ - - ,1.5°.49 \\` 154.41\ \\ \ . 0(i� x291 \ \ \\\ 1 \ ' 14"OAK .3a / \ s O ,,. - 6 ` _ - 151-- TBM#10 \ \ \ _ \ \ F,QS\ \\ \ \ \x,64.0! \ -- „70. ,68.79 :.5418\\ r•\ \ \\ 3/ 1(�O' ,.. r.9 124,89 \ 1 ,148.72 -A 14 _ - - v 0 \ - - - J t 48.34 +149.50 \\\ 53.27 \\ \ \ \ \ \ \ \ \\ ,167.32 1 e.9 \ �j a x149.64 - 15 \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ �OAK6 * � \\ \\ \ 15B• ��" �, \ • 20"MAPLE 20'.LOCUS" \\ _ {/•� x148.58 .149.24 1 0� `\ \ \ \ \ \ \ I I �/ _ \ \ +1 5.83 \ \ \ \ x18.5-80 - \ \ \\ \ � \ \ �� � � \ _ .149.23\ \\\ \ \ \ ,.54.14 \ \ \ 1 - \ \ 16$ / x162s� \\ \ `.� \ ,\45.61 9�•�O I ,-�, A- '\ 1 ~ Aq \ \ I 164, S •� 42641 .147 as - 4 ", \ \\\ \ \ \ \\ \ \ \\\ x1.52.11' ` �1 / -166.85 23"CHERRY ,168.23 1649, \ 6\24 +'+ I \ \ ,x7.27 - _ _ =147.33 48_97 =,47.<. - x145`15 -_--- / \ - \\5 T \ \`\ +152.4 \\\ \ \\\ \\ \\\ \\ \\ \i ,\ I \� .\(,1'11' 1 ,169.51 89.03 166.97 �DSET) HOLE 06. 0 I \ \ «+II* +I #�7. 2,, i u:=: ,14 82 1 \ \ \ \ \\ +'36.97 \\ I ,2,,�P \ 12350 -_,L 123.19 122.69 / /- 22.67 RET, 64 /¢ ,1Lf.72 4�\ \ \ \ \ \ 69.08 1 441 �\ 6 - `y \\„ 146.8 6'HIGH 146.73 '�.- \ \ \\ I Y / ! I«+ I \ ' \ \ \ \ lJ \ ` 1 I WAIF x146.38 -746.8\2\ ' -147.28 54\z \ \ 4^0 T EIC,16°.ae . .Q 6 , �, , . �' I \ \ \ \ \ / OO \. ` , m \ 146.25 \\ n r___-- -148.28\\ 150. 7"TR \ \ \ 6158,55 \ 1 162.SR� *163.83 I \ *166.85 5.,2 '+I' 54.40 I \ \ \ \ \ \ \ , 4 t (v ,�� `.��' \ V v 46.9_ � � � � � � v ,166.6.5 + I,'1' 2 AK ,_ v �;,idea QJ / CI _ -\ 146. 146.74,/., \\ \ \ \ \ .168. \\ - \ Ir+,l+, M \ \ \ \ \ \ .1.1.56 .137 32 1 a3 -,.. C• \'� #4 3 5 144.64 /q6 ------ \ BOULDER` \\ \\ '�\sz.0 \\ \'S 'TR E \ \ \\ \ \ \ \ \7 zsz ,1 162.97 1 � '\LEDCIE- , `�. - / / 1 s9. I I .�tsa.I ( Ell) \\ \ \ 145.171 1 \ ! \ /�,_= A 122.]1 \ _ - _ � § BOULDER I j t I I IRON TPD \ R `06 - S� ,25. 7 14"CHERRY - 4 -- -145.30 - - \\ 147,30 \\ \ � 67 \ \ \ \ \ \ �I \ , \ -1 7.4 _ 1 9x YY/,, I \ tS I \ \ \ \ / - \ ,24.02 / '� 122.49 14.51 s -145.64 q \\ (T 4°TR \ \ \ \ \ \ \ \. :+:--G I 1 ,\ + ,\, (4)36"CHERRY 8 2 - _ _ + -1.57.°7 I I \ \ �� , ''� ' �.\ 28.44 , \ ;..144,69 \ x145.49 ,145.66 " .`- /6. \ \\ \ \\ \ +1$5.75\ \ \ \ , \ '\ X69.05 169.40 / TBM 9 ^168.16 -187.02 -166- / +I. \ 3 G" H RR'IT x 40.24 ,'TI 123.20 / a , \ -,45.59 x5,02 \ - \ \ ` \\ `\ \,. b*,II I, \.` . \ I6 i s / 15 OA I I J \ ,� \ ` 22.64 SOURAN ACQUISTION L.P. \ 65, # \O F I 22.33 HIGHLAND AVENUE 144-65 / v v 147.01 -14244 v V A V A v A \, 1' ' i l 1 \ \ 1 A / �" BAR-BE-QUE so 3B C _ 1 v\ \ 1 \ 1r158.27 1 A 9.. ,' ,165.3 /' •59.}, 1 V I A ,,22.98 ONCR 5 2 - / / \ � \ `\ \ \ \ \ \ \ QGRILL(CONCRETE) / I I \ I I 1 33.24 �� \ .J \ ; Er ETE � \ - - - - A a 'TREE \ \\ ` isdd23,1+'I ' 1'. \ - \ 1 / - - -139.42 \ R W L 14.94 / _ 4 - � i ,'" �- z' *148.26\ \ I. 1, ` \ 6a Da - - - / / 1 1 I 1 2\ \ \ \ 1 \ 185.56 / +163.11 A L 743.36 -- .144.40 x144.97 1 5 \ / / /, 1445 \ \ \\\ \\ \\ \ x1150.93 11 \ \ \\ \ \\\ \� i t \ \\ \ / / / i6 i/ '/ / x7155.09 -153.45 ` \\ �� I I \ ` 0 11 6"RICH \144.2 - / �, \c 44.94 t4 \ \'- \\ \ \ \ \ 1' cEl'+ --_ \ \ 8 5- 60sy 56.6.5 I I \ \ r\ \ , 22x9\, MAP 3, LOT 127 \ ,49.7 / \ ,J,.Sy --^^ , 1 _ --_-- `-- 143.90 ,,44.54 - \ \ \ 1 \ \ \ \+ -Ig3A,_ \) 6 -,64.52 x.,54.05 501121 •149.22 /� \ \ \ :29.09 *.lam \ \ \ L.C. 68995/326 RET.WALL ,43.96 /;,+2.66 4 \ \ \ \ \ \ \ \ \ 6 I 4 0 „aa 76 "185 - - \\ + \,`+ I+ f f 45;97 /��' \ ! 143.65 r 1\4 - - _ \ - \ \ \ \ \ 1 \ \ \ +1, \ \ x 167.57 / � 152.51 9.5 \ \\ \\ \ Cp C� # / - -- x 7 - 154, i 50.50 i 1 re6 ^ <42v - / \ \ \ \ \ \ \ \ ++ \\\ \ / �' 57.0 \ \ \ �'' 1 144.06 / \ \ \ \ \ \ \ \ + +1 + 1 S I I \ \ ,Q,. \ /"' \ \ 4 + \ S / / 24" K 14.5.73 \ \ ,� '. 142.13 _ xt� \ \ \ +146.19 \148.120 I I \ \\ \ \ x \\ \\ A I \+\\`+ __\ 183.2 \ 184.±5\a, \\ , 164.03 164 06�' r16t 41 / / 150.99 / \\ I 3 i \ \ \ \ \ 5 APPLE \ \- '7B \ 1ms6, \ / \ \zz s #143.12 \ , ss.s / / /' �„ 49.27 � j) '' \He\ I I \ Si \ \ \ �. \ 22x,4 \* ' is 8 \ \ \ S 51.96 \ \ \ , \ \ \ \ \Ftp.B6 . \ J� HIGLAND AVENUE \x 43 \\ \ \ 4 .\ 11x1+ , \ �, PI 84„ ;4 ,7 \ x,32.5 \ , 2,53 C, 162.28 A V /' /' / / 1V V 134.83 y A 4 x 142.43 \ \ \ \ +\• d *1 _ / / / / 150.45 / / I r 139.30 1 \ \+\, 122.06 SAMUEL CRUZ } - U;. ._It� -Fr ,14203-_-- \ \ \\ \ \\ \ 1\ 1 ,1 9.71 \\ \\ � \ 155.47x+ \ \ \ \ 2),7"OAK`-_ \\\ \ \ -166.06 ,165.90 / / ! _ / _ IAV / / / / �J.jS +I ' 1�5.4N 1 `\ \ \\ \ \\ \ \ \ \\ 4I \�1 +142.08 +142.35 \ \ \ \ \ I \' \ \ / 160.10' 12.15 / 1 ,3� I I �6. J \ \\ \ \ \ \ \+\ \ 122.58 42.84-,w \ \ \ \ 15"T E 1 `'.;+ + MAP 3, LOT 72 = 0 `142 \ \ '� .54.59_ i \+ C \ sz.2s 16,3 / / / (2)16 OAK *szm �,s3.6a 22 .59.391 1) CHER Y \ % 11 \ \ \ \ \ ': ` \ % ,\ L.C. 54577 251 S co' 4aa \ \\ ++lash.}3 .162.9D \ / 62 a3 - / \ Q .142.61 ` \ \ \ \ \ ` \ �\ \ / „64.12 ( ) .164.02 162.81 / / , / / / .50.43 _h 148.8$ 1�.1 I I \ \ \ ,�.,3 J \ \ \ \ \ \ \ ! x141.42 \ -,42.09 \ \ \ f"} / / / ,50.81 \ I -140.36 `\ \ \ \ \ \ - 4++ +I X16 \ \ \ 162" / ' / / st P I 73 \ \ \ 9 , �'zz.ez �x� / 4 0 3 \ \ \ 1, \ \ ^�� �(5)9"CHERRY '+ . + / .540.5 .59..59 1 \ \ \ \ \ \ W A O \ \ \*151.28 _ + ( \ 180.25\ \ x 165.46 61.59 + / ,+ / /- / / V I I \ \ I I i A A A 'V Ate,+9x.50 O V -1 366 v v vv I v v \ 2 - 3)2 Gzk4C / c'- v v v 1 4.4 I I 8 1 v v x111.85vv o HIGLAN AVENUE t' v ( \ 3.,5 v ( , 16 _ �: 58. 54 , N FEN v.v I v �( )BG3, DERSv -14\ \ \ 3 30'TR \ ✓ / /7 \� } +1 121.96 122.03 121.94 I \ \ \ \ \ \ \ \ -168 \ \ \2 4 AK 1 \ ` / - / N 20 K 13 i \ \ + \\ \ i \ \ \ I \ - _. - 1-- , 9 / / \- ,149.58 "�t�8! \ ? 33. ,' \ r 163.77 ' // ,40.52 ac.9D iJ�. _ v v A V A v V A v 'v vv vv v •0163.9.5 _ •, 0 - 5 / i C •51 0 1 4 7 I I 9.-� �V A V \ \+\++, A C".1 ' CHRISTOPHER LANE d4 \ \ \ \ 60.64 61 \ 16 '25 \- 132.79\ C 777... „64.67 154,9, / \-\N � \ 41.do \ \ \ -1 66 \ \ \ \ � \ \ 16 AR 156 W� \ � �. \ \ \ \ (4 0"C�_R�2Y \ TBM#4 \ \ \ - 6J az ;' '160.57 ' / / yy 20"OAS / G / " 1 *.9. 8 I P,\N -15,,20 \ \ ,37.#7 \ r/7 _\ \\\ \ \ \ 1.54.92\ \ 16" ERf�Y \ \ \\\ +158.28 \ ` _1 60.22\ \ \ 1, ss.14 5 (.56.4.5 1 P 1.5,..5.5 61 a3 I -1148.61 V \ \� \ \ \ \\ � \ " \ J� MAP 3, LOT 73 _ ' _` -140.37 40.57 \ \ \ \\ \ 51 2 \\ \\ \ 6 \ \ 63.04 1(� 54.96 w x 150.44 \ 149.97 148.19 11\928\I k14�.871 140.59 lq \1 \ \ \ \\ \\ \ \. \ 1 \ ' \ x14.27 \ \ \ '` \ \ \ \ 0� \ L.P. 155.32+ \lJ \ \ a 4c \ \ \\ \ - / \ L\f' 139.64' (3)12 CHERRY\ \ ; I \ 160.18 i / 866 TBM 6 qI 175.93 \ ++ IRON ROD , \ \ -14 \ .141.88\ \ \ \ \ \ \ \ \ \ \ \ t5. 1-I I I ° \ 1 \ \ \ \ 1 ,49.1.5 11.52 .'49.47 \ \ 9. _ � / 1 ' , � \ \ I I' I(SET) � ,1ao.1s� � 0� \ \ \ \ \ \ \ \ -15 \ 51 sax z .52x,2 \ .I I \ , �p 4o.sD \ _ _ \ \ \ \ \ \ \ \ \ \ \ \ \\ _ \ \ \ \ ,so.3e- , , �°.� / -151.22 I I I I i \ \ \ I 3 5s \ 4+ +1, J \ 1 \ 49..56 J7 =141.53 / - - \ \ \ \ \ \ \ \ \ \ \ 24°CPIE?RY sz z 156 \\ / 21.64 \ - x179.74 49.90 \ \ \ + + __ 6°.92 _- a s` \ PAV,L'D PARKING AREA / I qI/ 1(6)30"CHE RY \ \ *\50.83 \ \+155.10 \ -1.52.571 \ - -, -- -_. / _ x1.54.41 2x12 \ t .as /' I I I I I \ 1 \ \ I I \ \ \++/+ 4 \ \ I / \ / \ \ \ \ \ \ \ \ \ \ _ ,,58,,6 \ 49.50 / r \ \ ++� -122.33 \ 139.71 \ \ \ \ \ x 149.44 \ \ \ S6.-\ 160.69 -- IbD.96 4'* ++ /" 1 1149 30 ' / I I i I I \ \ 1 119.96 -. ; 140.74 x14014 __ 003 \ \ -143.1.+\ \ \ \ \ \ \ \ \ \ ,. 15 152.44 \x138.8 '/', ' \ ,s 14661 \ x ,,,' S A/ 2.46 / \ 114"OHERRY 1}9.et 141.5 r139.18 -139.40 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ _ \ \\ + a , -(2�5 UAK / ,82.21 150.51 x 49.91 14.1 I I 1 ....I 1 \ I I \ 7?_ \ , 11`37 s +152.73 \ 1 � -� �� � '�+',59.9 - / / 149.54 �� 147.89 __ IYB.b I I 4�1 ', \ \ I )� ,4•.20 S'1,7. ,139.50 x139.24 \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` . S� �� _ \. ',J /� - - •15424 K \a / 7 J \ 1 I \ \ I \ -- -� -11x1 156.59 N + \ (133.9:- 122.64 i z.ft.S' _ _ 141.46 ,140.68 � -_1 *140.95\\ \\ \\ \ \\ \\ \ \\ \\ \\ \\ \ -.. -\ - __ _ _- --. _ _ 148.86 \../ , \ \ I` \ 1 i; 12"MAPLE / -- 39 \ \ \\ \\ S - - - _--- "iss.76` 52.47 CNS CE 50.4.5 - \ 148.,5- , \ .tb6.26 \ 150.33 147.51 \ \ I \ , ,� \�,\. / x147.47/ I / 141.9 \ / / xt}9.88 ;39.08: \ \ \ 6. • , /' / tri \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ __i `159.54 I EN /t 150.24 / 44.05 \ \ 37,84 - \ ` 8 ' -// \ \ \ \ \ � _ --- ---- - za \ \ \ \ \ SM #I7t 8 , \\� -139.13 \ \ \ \.u3�s \ \ B�D4R4 \ \ \\ \ �� x + � - �' - /µ l \ i \ \ � \ \ \ SMX 1718 13 / / \ x\ .� \ \ \ \ \ \A155.07 � +1573P,_,5@.29 -157.00 � I r 1 J A 50.71 1 148.49 / 146.88 \ \ \ \ \ \ \ I *1 Je.76 \ \ \ \ � �� 156.78 * _-/ 4'..+' 1.?0 50.56 150.89 x I ' I \ \ \ \.' HC..SE 141 / ,139.2.5 \ \ \ \ \ \ \ \ \ -15 ``'----- - .6 (2)14"OAK - 155.85- I: 1 46.19 / "� �x J \ \ \ \+7+1. \ 40. + -138.49 \ \ \ \ I \ \ 50.21` \ \ \\ -- x1.57.27 \ - ':I .51.94 1.59.5.5 / / AJ \ \ 03, \ ,40.74 , . ,'x178.88 / _ .138.14 ..,\ \ \ \ \ \ \I \ \ \ \ \ \ \ 5 \ __-____- '`-` .x757.83--_-_ -156.84 / 155.65 ' / r x151.64 5 +151.92 "150.19'' \\ i 143.1 s.. 1111 1 .77\\\ \\\ \\\ \i \ 11+ 4h , 139.88 / \ �1 93 I 1 / / 14.06 \ l" \ 2--- .5946 1471 I -t � \ \ \ \ \ 36 AK \ - � _ - - � � / f \, � �+ 12246 INVift=1f41.20 ,n39.02 - \ \ \ I \ \ \ \ \ \ iS4_ / - / /': / 1 '_"%APE \ \ \ \ \ W +� I .\ I1Wo 1.87 1� \ ` 11 \� +147..45 \ \ \\I \ - ----- 1�3�. _ = 7471 v� \ \ +r\++1d 1, r -12,.67 .'\ V A \ v A -,S5.SB� --- 55 , , I f , ,49,49 • . ' 138 \ \ 1 \\ \ \ \ _ _ - / / 1 ,s as e \ l \ 18\OAK\ \ \ 13 1 \ 49: _ x137.85 \ \\-\-\6 \\ \\ 11 \\ \\ \\\ �-\ 15 154.82 ` - _ \ -154.4 ---- _ .11 748.02 -146.95 1 _ _ 11 \I \\ \ II \ * 6.96 \td J •\ I +,38.25 \\ +1191 II \\ \\\.148.07\ \ - - 3 \ t5t / 1 11 I ` / I -139.26 x138.54 •'}6.85 \ \\\ 141.59 \ \ 3 - \ f - - x15,3 S 46.51 - \ I I 1725]* , \ \ "39.7, I ' \ 8.55 - \�- \ \ \ \\ \ `15 _. // II, x Z _ / _ - \ 1 \ yO \ I GARAGE 140. _ ,'.',' .' . \ - - "FR \ \ \ \ \ \ 152.28 - _ 54.6, / / -/ 9' - 151.0, -- \ I SIGN / FFE=136.71 4,06 \- \\ I \\\ \ - _ ,---' - , \Z 6°.°2 PVC)" \ I •c / \ \ 4 _ � \ 11 I I , .13 1 x136.41 3qe\ \\ \ \ ?_ _ -1.54.39 x1.54.13 ,_ 1$1 H S- - " _,„g DRIVEWAY 14.5.49 \ z \ \ \\\ \� \ ----_- - _ r _ _ - - _ 60.6, 44.19 +1421 o\ 1 CL7 !�. / PAVED PARKIN 3x,66 Y\ - v \ Z \\ --- ' I 31.00 _ ?4.90 \ �t39.o j I .11 -122.68 i G AREA v i , �. ^135.40 � v A v v v v A / 1 'OAK, ,I 44.21 1 I ,122.11 138.61 139.30 ,39.65 ^ 9� 20-M APL ' , 1/ - B3 ` \ \\\ tx 144.11 \ \ \ \ \ \\ 151_ ___'-152$5_ 10.46 15D,7.�. 46.33 _ I I I ' .I I 1. \ - \\ _ x 153.66 *153.60 / /- 29 ' + 135.45 _ ta0.57 \ \{ \ \ ,x'140.92 _ 8 _._.. to I 1 I I t 38.81 / -736.09 \ \ \ t\ \ •152.76 / I I E ✓ \ \ \ \ \\ \\\ \ \ \ \ -15216 / - �.6�,': 1% 146.96 I I I I I ,22.51 /, / - - - \ \ \ ,� \. \ \ \ -. ____ 153.48 / Z as:0e I I I I ''"� L7` !� J I \ 136 39.2, �Iq� / -1129, \S° / ;7496 - - \ \ \\\X,i,ev:' �1$0� 33]30 MAPLE ' �.a9 0- GARAGE I �us.93/ 1 Q '0/� J 1 135.73 ' 7x91 138.65 \ / / .*138.00 \ \\\\ \.\:'•\ � - -_ - /132.80 -151.34 I 5 146.54 1 1 I I I I 1 1 �� 4.7 J 1 i / 7\13.85\ \ ,� 7A \A \ -\ \ 8 ( /-- - -15 FFE=146.24 146.n 146.22 �Q 11 11 I uz ` Q ` .731.39 \ .\ 7` \ \ \ 149.74+ +152.01 '46.24- 1 I I 1 I I V�- x 6 \. \ \ \ _ 24 TRl E \ pK I / }121 0 \ 3 - - - 1, \ - - /' 146.19 46.5 I y 4 S\ -139.30 , 7 ,,}3.76 \ \ .\ ,\ .\ 1 \ \' \� ` �14 _ -151.81--__ - G 14380 1 I I I 1 I' N 29 5 9- ",38.5 3_99 ' 1j 133.07 \ _ \`\ 4" EC __ --_ - 152"T / _ 146.16 146.8 I I I I +1+ I +121.04 PAVED J9 a7, , \ + , - - _ - 1 37.2, 139 1 / _-- \ \' 1\fit \, ,\a-+4.� 1413,42 \� \\ `-- \ T4'A14{PLE 1�\ 4.5.47 1x139.bs -,34.47 24'� E\f � \.\ ,� \ \+ I,\ 147.92- -14 \ .59..51 ----- -_ �24'iTREE / 4 014.14. 1 -149 / 146-- 46 I i I / � 9s. Ss IRON ROD DRIVEWAY Y, e.90 a6 97 .98 vv 1 _-_ 93 14 v �6.5 / Q,A' I I I '!++ ,, X12. wJ -138.36 // 135 "133,31 I .ai \ � 145.91 6-� (3)3(3"0x+1- *150.81 \ --__- - _ 1 \ +14 88 146.81 146. 44.&7�,p� / I I I 1 ++I ' ) / (SET) 8 }6,43 1176.31 /* 1 �+ {� \�1,'-�� > (3)14ZREE `` _ _ - _ 49 26"OAK -148- -148.24 - -145.88 s p\N" I I I 47x, HIGHLAND AVENUE 1 134.24 W Q .137.79 ' .13 / •5A \ \ \ \ + a�\ v\ _ - 48.97 \\ �BB 1 _ _ __ _ _. __ 146.04 146.83 + +/ +.++ + I I 34 U \ \ ,7b.a \32 Y +� \ 46.05 - _ / 1 - ^`( I \1 / PAVED z LEbPE / 3,.03 r ,\. 1 \+ 141 _ Y\ - - - - - - - _ - - - - / ._ -- I, _-- 4.64} F> \4 I. . .`r L' Ji BOSTON STREET REALTY, LLC 133.39 ,133.85 *. i2y.9 '\ ^ + \- , ; _,. -_- ` _ \\ -149.89 ' / -147-... _._. _- _- �~ -145"- \ %1 ��Q�'+ I^ +/ + +I +,+I++ h +k' I 3J.-,r 123.14 J DRIVEWAY - - -,37.8, �'\ Jl p ,`,\\ \' + \' _ -147.59 _ _. -- - ^ / ,'Q" . . + + k +,y1 / 6.08 ^,37.21 ,39Dz-' _ - - - \�� �.1 .1x37!° + r `h+\ '�1\ I ---- - -- 14"TREE as.3e - - - \xus,t3_ y .'p"�+. '1+++1 ,+ 1 MAP 3, LOT 125 xl}6.85 37 \ J ,,32.46 1 >\ �1 -\ , \ ¢6� - \\ --- --- --- - _,' -'.146.73 :� _k l \ , ,'e. +i 6141,e$.'.r++.I-a3 i+1+ +l,.'4'J. ✓./+ / TBM 1 0 -,39.2.5 \ . - '-_ < - - / 149.94 _ __ - - -- -- -- - i - ./ + M134sr/ + I 22.27 L.C. 58851 272 # '3 f,32 :114.]9 1. 1• \ \ +\, ,145.47 \ - 1.1 x_1- --- _ --17.-__ 145.94 - - - +i• 'r . / / % f 13 - ,133.96 , \. ,\. .\ _ - \ - ---- - _ "�"_+o=k-__ l B 144.82 + .4 8.7 126.8-, _ ' 0 13 -131.75 1'1 , �\ \ \ \ "\h \ }\ - ---- --- x.83 /1'*+ + ! + /+ 1+'+I•+ 1+�+ + /, L / 1 1 145-- i ' ,v 4.08 =131.98 6 I - _ ;111.05 W41 I,I . A +\ I ------- \ _..__3149.19 / -_ - ,/ -'4 - X146 -�`f Tx�15.38 144.94 Y, 144.32 -4 «�.' s�++-r-z' - + + /+'+/++ + �+ +,. .\ \\ \\ / ,iC -s_,�' I4VI- - _ 414.8 - '�++Q++/ +� ,4_++`++ - - as - S r 1 ----- ----- 944 �� / \ _ A�+� / +/+/+ +/+ ,C Aq/ ! f 1 \' \ 4 - _ _ -- - i i a.. v 1 ` 133.50 ' . , , + - -___ - - - +/, _ / / 2" _ 3 , \ +,4.5.41 \ 1 r 1 - y 50.0 5 a"- � -__-- _ i -- - 143 - - - (320"OAK _ _ r-*• - -+> +/ + +/ + + /+ 1* +^ '1 `I P 3,. - �_ - _ 30. °cnP \, +134433•_', +I q, , - - - \ __ - y; / 2A� M/�P�F.' - f 4. 1 r +/+ +%+y r d \ 141.56 a3 \ - - - ----- - ---- -- .- - 14 _+ :\ - +}-� - - +! / 31.82 _.. 134.41 _-_ Vl N l+ +l, , �t I + -,� + `\ - - __- - r- ,1-' 2 \ 142.59 %++��+ +O +',dr® + +/ , + + �+ f j +S- W 4 \ / - i3, fi 4 �. \ *147.88 -- ---. t \, - - rl - - 1 71.6.5 ,2 i.f,,f+- J S ,+, .69+ \, 2 \ - - { + �. �+�- +k +/+ (,' 13 114.,7 1 3q --' -1 .66 x1 / ,I' 38 t' I. - __ ,41 \ \+144,49 i _ + i f/+ +/ /+ /1 9+ \ URB 2 30 , \ x.11 9 - \ - -r a T C- - __ . ,-\ - ,,` - - _ �+ + - ,---- +ter ++ + + 111x.•.. ' •- ' z 131.04+ 0- 4. \ - \- GH / ✓ ++ + 1 1 CUT ': '1.iy;2 �- , /+ /, + + + , +\ \ + ,�� \ 1�+ _ ``+� + Sr X44.18- \ ---_ •.444?f!" _ - __.. -1.4'�,=+= _ '� %«+ /+ k ,, ^t,, 1,Q05u / 122.19 3.18 ,31.36 ,,��..� \, 7q. r-. �L ---_ T'_ - \ _ ..y/+ as_ �+ + � + 'Y +/ (3`)3G + + 1 t 2333 x122.90. 3,.72 1 f /w- 331.1° 0 - - '-a-+- a.-,44.54 _- j -.� _+ate - r`---- i'�-� 139.- _ , = r+' %rte. r +�' - �+ - >_ a+ .�._+y+ .1 / +/a%+ ✓ /% / y y 3 / ' : , 3.1 s o + a r 132.29 F + + +- + , WH 70.96 H 9 - 1. - \ 2® TREE-' \ .\, 13 � .-r' -�t '�_ +_sem -s -+ _+ �-+ 138 _ \� >-r.� +� _' + / _� t' '� +/a/+/+ f '�, -� \\ wsB TE LI CUT H,>... �� -13,.29 / 7 + + _ - - - - - - .171.a0 1 9 _ __ '+ , , + + \ -'�-+ ate+ +! �v + + NE 1. TRAFFIC -131.60 x + �- , \, 1 +--_ +1r- -' r-._, , a_t Z-4_--144,62+ +_z.j. a + 1i�+v-+- +s~ - _ - _\ V\_: >' _ _ Y �t: +Y +/+ /+ + ---r , l \ -� ,31.°2 1}1.29 129.98. / 4 1 _ 36 . + -.� + + -a-.z =_ --- -- + - _+ + 137 -- ---_- _ _ +� , �;,_ + + _� ` +/' . , x12. + + a - + + + , + + + + + + + + \. = + + « -+-..�- + + r + _ + i"" - / - -- - - Y - _ 'r .�4� ;t-t' _>_-s .�a/ -+J� -'r 220 4 - - _ -'�,3t2�_ --____-_. - / °IGH TPOLE + _ 7 -_>-s_+-+_--,_+ + �..4.-T+ +r+- -,-r'' _ 136 'x-_ +. Wit+ + +-,� _.4 i+ _�+ _� - �s1`3 + j /+ +/ nj / + , - 8 16 TRAFFIC : P _ _ _ _ + +'+`*` - - -- - _ 2z. s _:�_ f ,S• 131.48 •, 13,.16 ..Y• 2 I _ -_ � / + a TYX - �. 36 _ _ 4 - - --- - �. 35 s. _ - 3. / -'ze:7+ j , „22.49 II X \ I - - _� , + -._ + + v + - - >-r r r-+-+-�3 s+ 4_i� i + + i ��+ - .•./,/- -�'4 1;5 7J 'y - 'ry 'F +i� y�_+.+' /+ - ,' E.BO LIGHTPOLE ;� + + + + , _ ;\+ 4, _ _ _-_ _ + + + + + +� r +fyx _ / �fi + + - - - + v ' x131.35 tJD.99 ,. , . , , , , i} 9 13 �. + .- + , r- , -. - + + + + + + + + -. +� --'+ - ' ' g \�3 + 7r -1-+ +T•r. ,/+ - - - _ r x 131.06 z 1 39.10 , 5 s s_ + c-+ + L+ , _+- �+ , + +_+_ ;- _ _t s f s s ._ -,' < OHW......... C�-•s8d8� t- ! - - 134 - - -- - +_ / ;,3744 + _ / ` O _ ---- .51.19 o �l 4_. 1 - +_. 4 �-T / i f+ ✓ 'z+ i /+ Y-+ 4 + D + a tea+ ++ +i / 25], 3 _ + + +_ 0 € 4 - TBM 2 o a - - -_ _ - _---,-- ._ ice._.,_- _-_--i + + + + r +�t r -+ +,/ + /!+ , a - / \ RIY==130.98 7,-D- G: # -- - --- - - �, + j y + �+ > r + a + + + , + + + + +-� + + � .}32$1 13 -a- INVout=128. 1 -�H14 X3866-_ --- �� _ -- -- _ / - _ 2x.59 a5' 1#1 J. 9. + + + +.i -+-.�_ + + , Y + t-+-. _, +�._L + „- + �--. +_ r + 4�_.-s .F +�+ +--+_+_ , t�+ --+-� +, + /+ s-}-+ +++ +1t ,+4�\+\ * +�� ``�+-4+, / "./�+� - 5 / ','t 219'. �- f1Ufr �•,�'^---�31.tf0 7Q C . 111.31 r+_, , a v_+ + + i S - --. + + + ,. + « + _- - - �. �% _ +V 15.0 Z 1 RY =13f.i0 • H ,,3D 55�� _ w.7.\ I + .+-137..74 + + + + + , -+_+ . , + + + , + , a-.-.+ a-r-..134.7 T-+� + +-,.. --�-+ + �r-.+-+�_+ + + ,-.. _ + + a, + + __,-r �+ y +/+ �+ +, .--t •r -+-z« 'F"s-.+ ++tea 1 + _'+-++-+ +'>>. +--+_.+-< + +� �+�t•I13J.4L-_t, _ _ .�1 �(VAIT,) �y N _� f,oa ITE I . _ - , _i. + + +_- + +_ / - - 1132 Uas7 - SE 1 22.5 *ut.os 0, \ �_ MaiWn--_ L NE 3D ss ���_ O \ ! <s-! + + �-�z , , + + + 32r �- t_+_ + -_ .�_. + _ + �, -r q T P. -+=r ./+ + t�3-+ , - _ i 22.73 / E:P...... 21.64 _ INVi•n-126.06 . �- ----- / - -- - -- - / tz ... � ___ _..- ..• `� \ + + + + � .-.. � , , + + + , + �•_+ + � _ , s-+ A 34.42 x , a --- ?rY,/r � ,. -.- -v + 4131.25'+ r+s-� +i• '+��r 3-+- - ;�t�+- ��1. - _s-Y�_u r +� , - - � ,i <t 122.92 � .. •122:45 -- + + + + + r �] ' - . , - , I I'G -� __-_____- 13,.09 r1H t}0.61 0.69 _ - '�' '�-L_ + _ --- -- -- T �--.� -.-T7 37 - -_ � �� + 11x1 ...�..� .. _ __-- ' ,31.81 INVdf1+.126.24 FY(•` ?'a• ; B 0,513......•0 - x..1 � - -+- a , , -.- , + + + .. , +-.-_- � -i -"�•* -}n + / �+�« .- _t+ s +/+/: �-;r._a.', 131 ,13'..62 't 30 9n - __- �. .J� �� 123,72 / .. 4 ( /\ ����__ - - _' - - - - 122.2 __ - CENTER 131 - �-.- T _ - {,p� _ + + ++ 5 I/Vrtrsa fY41.89 +-�»- �_+ �� , _ \ Ja,z 37..52 a, �� _ _ �-----'--__ 130.1 .. + , , . , ,.'+-.. - -,_ , , _ .. _- . WHIT)<.LI ,_ 39.2.5 �� - - _ - ,-35.62 ,Jo Se ✓-3#253_ y r \= 130- ++ +' 4 3� is z D 23.42.. 12311.. \ iz1.7s NE -(FND) CU --�i - - 74.2.5 z6. a N /: 130.29-130.12 CUT...o:bi.................130+08: 1 129.56 ��-.� - - _ - r-- -_ 1,T- f., + 'a 129 I NINO / ,24.68 .. ..OHW.......•...... . 122.86 lIG S RB CONCRETE SIDEWALK - r . w .` „31.58 �'-��- - �_______________ 130.60 L.P. 111x.. 129. 5 - '29.54 ++ + ...•......................................................•. - - '- �((f8.�1 R - 1959.00 s0.m 129.79 OH W................................................. �..- � r 22 sa '- I � � '- 1221 ,2 _--- ' "_"-- - - _ \ �.. ....,. 12.5x- ,L�� _ 69 _,.'.2?.4�.......:........... '25.x6 /24.95 __- b5 $L -�_-_ ...............•...... ........................... 11x1 • , •• 93309 / 1 MX X19836 269+ ; "` - \ ______________________ ^ 129 C5 12-8.9� � .,. ......... .......... ..... ................. .......•. N\ 130 34 \ ,29.53 -- � � _ ,29.39 : -- --------- �rel.( 1 3,.87 GUTTER CB X16866 6 OH W WHITE ....' 111x;. •• _ - _ 129 12.5.14 r 126.76 \'y ,2.5.99 __ _ \ ••""" 124.92 i RIY 1122.8 / E OF � �- �a-'_"---- LINE 1Y9.93' 129.14 • INVout=1.63 - _ LIN MEDIAN ST � RIY 13 87 '• m�Td----j--- - _ , �{�f26.6f 124.81 '29.92 1ze s6 8 INVo tW :. _' � ? / ` 1 I� 1121 125.8 124.82 123.69 123.62 S¢1 �_-' -12 G�RICP �_ RIP'• \ ; L(lIG ---- -�__ INVi 126.19 : a - __ __ ,29.53 126,6 uz.n ,71.72 u 8 INVout=126.08 i o - - jVi`ond_=1,Y6.51__ 229.5 125.69 : WHITE LWE / �_ \ / I j/ _�_� x 126.21 127.56 126.55 TYX " ' (n 1}0.70 •y!r.�/* � _______________________ 129.25 __�1.2"NRCP)_:-_'•_'.= 131.63 '. ~- � ` - ___ --+"Slaver _ ,24 as Y1 w WHITE LINE TTJ(H- T �-�--Td Fofoo Yain------------- 126.71 _._,_ .�_ � I \ �_� TYX M.44._ 1 - 131.97 _ 11x'1. _ _ _ •. 1, \ --.�-_ _ � � �r� � � __��_�_ -- � ----------------- ---'26.19-- 12249 ,2s ii I \ �1 G �_�_� -1?4-'_�� - J _ -�- 131.52�. \ -- - - ----- \ V DMH #6867 - =4_ < \� 16 DI'RCP - w4 DMH X168641 \ �-�_ _� '-------------------------------------------------------------------- I -pS� �-__-�TTsL( � 4 ? j ,129,55 - _ \ ________________________________________________1__________ _ / 122.97 RIM-132.It - -�._,- _ _ , \�` STOP LI 13 96 �- )-�--� __ 3= RiM=180.73 \ _______________- INVin-125.37 '. _- x,130.91 , - \I --- ----- - -------- - - - - - / / ------------------- INVin=1241.67(/8866) ��7#� } b WHITE LINE ' \ \` _-_ --- Fy - -- --------4"Sewer Force Main----------------'--------f---------- ----= - INvin=126.93(�18888) I],, 5 _ '�.31.gq--. � �.__ I INVi'r�12L 29018866 +- 11 L_ � -------------------------------------- y "�. �._.- _ �__ i ) \ \ _ _-_ _ ... 123.76 INVif►a1241.74 888 142,32 4 132 `•� _ _ _ f TRAFFIC SIGNAL AT , ( ) \. -----------------------b----- CLDI) INVout 24.3 ) - w - A T TION _ INVintJ°7.13 886 �. - - T �� i 24.46 / ---P = _ B to+i) WHITE \ -18 /►(C� ROD N ERSEC -/�16"Q?dC 1 INVinr126.81(�16886) \ � NU� LINE Q \ (aPPfox loc !) - - - �i �,P) __ _- INVout=1241.28 \ „ 9.64 H I G H�Alm I I \ _ __ X16 Did za z0 f _ _ _ _ (ay.locat - 4119-4) T _:_ _._ ------- \13 z / 2� I 16 zsDz RCP) 24.81 -.� 1 �\. \` 131.37 -,31,20 `\ 130.77 -�- ___16•'D(RCP 0\ I? t �8 / DMX /6881 1 0 \ 131.54 130.9.5 ) ------ - 9 Y I -- 1 j RiM=f2�.81 TBM#3 _ - - ' \ „uz 16 DMX 888 ,32.19' '- / ; _ 1 \ __ j S S P 2.526--- , j INVin�f20.73( 862) _ , - \ p8 cn _._ __ ^vUTTER�._4FJ���- WHITE LINE RIY 132.16 w `\ 1 -._ _ _ _ - 3,.4, ` --- -- ---16"D(RCP)-__- 26.39 n67 zfi2q INVin=118.77 860 _ - \ .-,_, 131. 130.65 3z.oe 142.,.5 z \ / \ ` e:iz- --- ------ -- I /N INVif4=118.�8({ 8e3r \ -- 3z.1s \ 1 3°.93 -.- _ _ - 3D.1a \ zs,o1 DMX X18863 24.11 1_ _FNifot4taT18.32 \ -�- _ __ - _ \` i -uae� _ _ _ _ _ _ _ _ _._ - - - ----- \ 1 CB 6666 _ - _ _ - 129.62 I - - - -_-__ 32,12 = \ \ INVi•n>=121.66 _ -. x � /1 1 7X\9141=125.91 - - _ _ _ - - - - _ RIM 128.31 _ I ' _ 132.14 132.06 \` �, ' ,31.7.5 WHITE LINE - - - _ -._ _._ _ _ _ 7X\9141=12116 �) \ _�129.0 ._._._.-._ I _ \ - v4, - / \ (aPPmx.locationJ -132.0, N\ -- \ 32,93 ! \ w • 132.60 31.87 4) 131 -130.61 \ \ N 392 C- DMH X11.61 o UND _ \ I ItiY 131.61 13,13 WHITE LINE \ NUE S 0 UTHB - 3,.5g .� IGHLAND AVE ,LMH R!A(-126.19 p H 126.19 - � HIGHLAND AVENUE \ 31.69 � yy tiY 1 1,.P..T � 7� x130.88 \ #440 450 d 392 HIGHLAND AVENUE REALTY, LLL' 13,73 ``\� 1,;,.85 3166 CB ,_6361 24.3, 117 MAP 3, LOT 5 I `\ 1 13,.55 ',3,.54 ,3,.45 RI_131.32 \ M 3,.66 / b 131,4, 131.32 131.43 t , ,° HIGHLAND AVENUE o i`\ „1,27 \ ROUTE MAP 3 LEM 4SSOC L.P. SMH #3432 31.27 39.94 \\ 29.08 #402 o ! `� RIY==131.76 29.99 29.69`•, 2a, / \ 13,.7, ,3°.01 N INVin=f26.36 ,132.43 ��_ ,31.26 i INVout=126.37 - 39.74 L.P.' 130.02 13115 i ---'zc-�s= _.._ #39 6 * HIGHLAND NAVENUE 31.94 CV 1 ) (PVC)- _ - 131 130.66 MAP 3, LOT > T,..6- HIGHLAND AVENUE b 131.79 ,, i� /� 96 1 OLDE VILLAGE MALL REALTY TRUST "'52 1T37 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Z i :L.PS MAP 3, LOT 133 J o #4 0 0 131.64 7 �� HIGHLAND AVENUE 135.20 _ 1 1J OF �•�. ``"!!!l���� i 1 ,.3,.47 vjH MqS X - - - _ j j ">FQ sV 4 1/28/10 PER PLANNING BOARD & PEER REVIEWER'S COMMENTS owb -i ,�, 3,.77 ENTRANCE TO OLLIE VILLAGE MALL REALTY TRUST TEAM• �� SCOTT IAN y 00 j . ♦ MAP 3, LOT 5 PATROWICZ 1n 3 1/19/10 REVISIONS TO ACCOMPANY THE HYDROLOGIC ANALYSIS � ,32.56 :' AND EGRESS FROM OWNER/DEVELOPER: v 9 No.3316560 2 1/14/10 ENHANCED STORMWATER MITIGATION WITH UNDERGROUND I PAUL FERRAGAMO 419 HIGHLAND AVENUE, SALEM, MA 01970 9 STORAGE EXFILTRATION, EXPANDED WATERSHED ANALYSIS q 'a HIGHLAND PLAZA 978-977-9801 oCFSsO AI_PG\ / 3 32.46 13.71 EXPOSED LEDGE FACE AND/pR STEEPLY MAP 3, LOT 6 1� `\ ; 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS 'v C�.'� NO. DATE DESCRIPTION SLOPING VERY SHALLOW SOIL COVER / '`/ NOTES GGEORGOE ATKINS rn J RONAN, SEGAL, HARRINGTON w I 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING 59 FEDERAL STREET, SALEM, MA 01970 > yy 11 DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. LOCUS IS 2.51± ACRES. 7. ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL (978) 744-0350 X107 Q , PERMITS, LOCAL AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY OF SALEM J z f 132.63 ' 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ARCHITECT: J f 1 SURVEY CORP., FEBRUARY, 2000. ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. HARRY GUNDERSEN __ J /� � U' '147.99 GUNDERSEN ASSOCIATES 33x6 J Lir 3. PROPERTY LINE REFERENCES: 20 CENTRAL STREET, SALEM, MA 01970 8. IF EXISTING UTILITY SERVICES ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR (978) 744-1000 0 � /..' A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL INSPECTED BY TV. IF THE f B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED), IT SHALL BE FIXED SITE ENGINEER: < ! C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. AS PART OF THE UTILITIES PERMIT. SCOTT PATROWICZ, P.E. 1 1«,3353 PATROWICZ LAND DEVELOPMENT ENGINEERING EXISTING CONDITION S W 13.65 � :LP. D. LAND COURT PLAN 7159\, DATED 10/18/94, FILED WITH CERTIFICATE 65507. 14 BROWN STREET, SALEM, MA 01970 � J E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. 9. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO (978) 836-6400 for 1169G �1 133.40 . F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. SETTLEMENT) AS REQUIRED. G. LAND COURT PLAN 7159B, DATED 5/22/36, FILED WITH CERTIFICATE 11169. FIELD SURVEYOR: 11 RESIDENTIAL LOTS ,33.53 10. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE GAIL SMITH, R.L.S. 0 Jl O 4. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW=0.0). PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO NORTH SHORE SURVEY CORPORATION fOr 4 Slte at w 1 TBM #1: PKNAIL IN SIDEWALK, ELEVATION = 131.68' 14 BROWN STREET, SALEM, MA 01970 � THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE (978) 744-4800 O 34.23 ! TBM #2: PKNAIL IN SIDEWALK, ELEVATION = 130.69' THEIR OWN SEPARATE APPROVALS. 4O 42 '7 Hi hla nd Ave o 0- -4 TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' # g 1� p TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' 11. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR / D9 \ 33.87 ,: Salem Massachusetts f TBM #5: PKNAIL IN CEDAR STREET, ELEVATION = 124.00' INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED APPROVALS m 1 '�A TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. APPROVAL UNDER SUBDIVISION o \ TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION = 161.08' 12. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONTROL LAW REQUIRED: Date: October 13, 2009 C f TBM #8: TACK IN STAKE, ELEVATION = 170.09' PLDE#99-34 Scale: 1 - 20 Sheet 8 of 10 a) !! TBM #9: DRILL HOLE SET IN LEDGE, ELEVATION = 168.04' CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BECKETT. SALEM PLANNING BOARD o J TBM #10: SPIKE IN TREE, ELEVATION = 154.41' Land Owner: Paul Ferre amo Q \14.67 13. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING g T ENTRANCE TO 5. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. INSPECTOR AND/OR CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED 419 Highland Avenue, Salem, MA 01970 � 34.24 ,: N 134.8, 7}4'07 USE OF THE BUILDING. THE EXISTING AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN U 3 6 LP AND EGRESS FROM 6. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS COMPLIANCE WITH CITY AND STATE BUILDING CODES. PATROWICZ 3 ,34.38 T � �] GRAPHIC SCALE 3477 HIGHLAND P1Jl1LjA PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY a- 134.68 LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE 14. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES LAND DEVELOPMENT ENGINEERING z20 0 10 20 40 U TIME OF THE PREPARATION QF THIS PLAN, PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND -own Street, Salem, MA 01970 U) 13� PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE (978) 836-6400 CM // LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON NORTH SHORE SURVEY CORPORATION � ( IN FEET ) LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE a) 14 Brown Street, Salem, MA 01970 U) 1 inch = 20 ft. APPROVAL. DATE: (978) 744-4800 (a m E n U O U i - _ BARNEWIN" \S C.IR , , CLE .�- � #7 #12 124.00 \ \ 17 # It 14 I #20 6 _T A # I ` ,000 ,.70.25 / \ ` 123.80 7.36 \ ` .167 9 �y - # I ` ,169 BQ x169.31 I \ I \ 149.06x \ #5 - ( ` I I x6 170.09 / \\ \ � / I , � n I n � A ✓` • k doop i:�, 23.79• \ 170 06 1 \11 .DB I I +158.30 \ >t� I / r 0.04 I ,189.80 \ \ lJ` �O �\ \ --- 157.76 ' - 26.56 ' 432 4G 7.80 188.99 167,84 166.5 (f A W O � T y 57.06 {t 6.16 I /1 ` / � Qt k mat , ' 154.58 ' B I � \ ,t 69.83 I , \ \ � l �Q?�.Q� r `. 167,,5 � l.7 157.14 \ x119.15 `9.» - y �6,v WN \ \ \ \ \ 152,15 , 57.21 y I152.97 \ \ \ \69,91 89.27\ \\\ S\ lS� \\ \ \154\ \\�\ � / � a 157.63 r 8 y W�,,157.39 5a-'9 157.83 16885 ,17055 ' \ \� \ \ x169.]1 „ 128.65 752188 \ 152 153.76 158.22 1 2.02 V+t64�9 \\ V 168.51 1fiZ9 / 1 1 V A V `\\ \\\ V A A 156.114 158.65 \ \ +168.19 \ x169.39 33 I \ \ \ I - _ ,152.42 153,99 15.97 \ \ \ iV■j 1151.02 751-_ _ � 150.08 159.67 + \ \ x184.83 \ *169.15 'S5. 159.3; /` \ \ \ \ \ \\ \ y \ \ \ 4569 � V -- 152 fib _ 5.56 \ 167.07 1 168.63 / 1 \ \ '\ \ \ \, \ V• *� x150.56 \ 156.89 x159.61 \ I 1 \ \- \ „69.14 \ \ \ \ 150,22 O '-� 16 ,92 \ � \ \ 153.65 + / \ \ 167.86 \ \ / \ \ \ 151.74 1 998 O ''34 151.95 1 55` \ 756' 157 03 \ \ \ \ C j fi0.03 X150 \ x1so.>a �- ` . \ ''.... 1 +150.74 / \ \ x153.26153.10, 0,5320 \755 ` ,SD.ta D #3 \ ' \I' \ \\ \ \, +,67,74 7}7 ; 76856 +,69.50 \, \ \ _ \� \,�\ \ \\ \ \ \' \\ WATERSHED G 2 2 0 \ \ ° 170.051 / �, \ \ \ \ \ \ \ • '25.94 1 _ r-r I \ \ \ \ \ \ \ \ \ \ � • x1,25, � 123.24 72331 1>a2�i•Z' --x 16 169.12 + 5 S2 \ \ \ \ \ I h 14 v v` x16800 �� v v v v v v vv v 18 178±SF 2 y'd - r 149.18 .07 \ � �� - +152.21 1 \ 149.3fi 53 � \\ \ \ x �\ l --� T1 \ � ��\ \ // ,168.65 \ "149.76 O \ / \ x155.29\ \ 159.18\_ \ , i � \ \ \'\ .'\as.5ri 11' G� "149` \\ i ,49.56 \x x150.57 , _ \ \ \\ \\ \166.71 / �' �\�� �'\ \ / / x188.88 167.40 166.60 \ \ ,157:81 \\ .\ \ \ \ \ 23 i.- \ [10,77 \ \ 158.97 - _,r 11-2 x187541152.57 ,153.1J 156.1E VA \ \_ , \ - \ \ r \ \\ \ \ 915 x 188.82 52.2149.25 - r x150.49 \ \ 154.41 \ \\ \ r .20 \\ \ \ ` / 160.}4 \ \ 16 , x 148.14 �� �- � � \\ \ \ \ \ \ \ \ � +'64.18 O 151 16 OB\ - x170.05 , `]. 160.70 +166,3., \ - 51127 \ \ \ \\ 125. \ \ \ \ \ \ V k ` _ 1 I \ ^ \ 1 3.OB +128.72 124.89 M' \ \ +148.72 + 148 \ \ \ \ \ \ \ \ \ \ \ \ + 68.19 \ 155.36 \ t x6.34 r 149.50 \ x 153.27 \ \ \ *167 32 . - - -- 168.96 x148.84 •1 \\ \ \ \ \\ \ \ \ \ \ ,58.9 I \\ \ \�� \ 48.59 +149.39 50� _ I \ \ \\ \ R -._ •,49.24 ------ \ \ \ \ \ :/S�S.B3 \ \ 16#-50 - _ +'S}.59 x1A.87 \ \\ \ \\ \ \ 6 +162:59 ---- - \ \ x158.14 \ \ 1 $ \\ +�1 .147.89 \ -- -_ ,149.23 \ '1501\ \\ \ \ \\ \ \ Q 764.95 I \ b +'45.60 131.82 164:5 147.68 I \ ) x 153.2 \ I // ,168.85 ` I I 169 82 \ \T 1.136.97. 49_ \ \ \\ \\ \ \ \ \ \ .+162.11 169.97 ,168.2} \ \ \ \\ \ \ 7.17 \ 2 __x747.33 147.42 \\ _ _ \ \\ \ \ \\ \ \\ \\ \ \ +,6 t + - I \ \ x123.1 ,22.69 14\27- 146.8x147.44.. x146fi47 4 ,148,15 ,14772__ -� --xT47.89- _ `\ R \ �\\ \\ x \\\ \ \ \ \\ \ \\ \\ , \\\ \ . \.. I y ... /// ,166 / 161.24 x1$7.52 1 x153.87 \ \\ \ \ \ \\ \ \ \\ \ \ I / \ , ✓� 122.67 \ 146.73 ) -- x147.50 1 \ x,52.3'4 \ \ y189.03 - - / - \ 1 \ j. +169.00 � _,16�"- +163.28 1:56.61 \ \ \\ \ � 1 *146.38 +146.62\ 167.82 x 147.8 --�� �� \ \ \ \\\ \ \ \ \ r\15452 \ x 15 55 \+160.48 +153.83 I +766.85 +186.85 / ,61.08 ,54.00 'x,48.a\ \\ \ \ \ \ \ \ \ \\ 't 4.'8 \ 1 4 I \ \\ 48.25 \\ _-. - ---- _ x 148.28\ 502 62.52 x 65.12 148.4 48.99\ .146.87 -._ 148.74x Rj \�� \ \ \ \ \ \ \ \ � \ \ 62.52 161.23" \ \ x \ , +�}73� + 3 , .43 ��144.84 ) -, _ \ \ + \ \ 1 \ 162.97 - / 145,71 122.71 #435 46 / ,145.50 --- \\ 147.}0 \\ \ ,.67 \\52.74 \ \ \ \ x,87.42 •167.02 / �� / 1576+9x x 157.07 5 I \\ t \ \ \ t9 6.02 \ ,22.49 Y +145.49 +145.64 \ \ C)162.97 I +1 4.13 \ \ ,aa.as / -- - ----x145.84 --\746, \ x \\ \\ \ \\ \ - s.7s\ \ \ \ - / _. 166- - _ _ .aa x769.0 `168.18 -__ - - �'/ � \ I �� I 1 , � ° - \ t5 +,65.17 169.10 / \ I x 40.24 23.20 122.33 -145.49 x145.84 "T4 \ \ \ \ \ \ \ \ 145.02 V v v v V A \ 1 1 - , - - 160.39 VI I I 122.64 143.85 I +las. / - 147.01 x 147.M V A A V A V A A V A V 1 I I V 769 _�� -165.7 / / \ V A 745.12. \ -_ 1! \ '_` \\ \\ \ \\ \\ I 1 , \\ 1 1\158.27 \\\ \� II _ ,� 3.11 / 759.31 I I \ \ \ I ,139.42 13.3.28 6122.90 B\ _\` \ 150.9] \ - /� ,153.65 L 1A3.94 \ / �'- -14 - / /� \ F \ �\ \\x 148.26\ \ 7 \ \ \ \,15 23• \ x168.06 / 1 _ \ d +144.{0 ✓ / \ \ \ \ \ \ \ 1 \ � l� B // // 1 � � +1155.09 143.36 +144.97 \ [.78 / � �<144.04 \ \ \ \\ \ \ \ � / 65- 156.85 I 22 1 I -� U \ \ x729.09 i / ._-_ \ \ - \ \\ \ \ rl \ \ \\ ! s+ / + 11;4.06 / /� 152. 0121 x9454 I 1 \ \ \\ \ 163.9 0 r 144.54 _ \ \ \ \ \ \ , r , / ///// / 16 + \ \ \ 7 2 2.05k 764.2 +(143.98 C .B6 \ \ _ 6 / 0'6� ! 67.85 aa. /` \ 144-_, \\ \\ \ \ \ szs7 us.d7 //T�F \ \ 1 14 t 86 +144.20 x143.85 _x144.06 \ �\ \ \ \ \\ \ \ 1\ \ \ \ \ \ \\ \\, \ 1, \\ .'7S / i "/ x157.04 1 50.50 I �� 1 1 / \ \\ V \ v A V I 1,152\31 V v 6 - . 35.73V A V i \ \ x 55.79 __ 164.06 \ 22.56 -it�.\57 \ 148.0 \ \ 57.56 { I. -_- \ \x \ \ 1 _ 4.1'5\ 164*03 / / ` I / \ \ 1 _ !�S \ \ \ 142.73 \ 1 - 148.19 \ \ \ \ +163.27 is x765,58 143.12 \ \ \ \ \ '\ 1\ \ / 164 50.99 4927 \ \ \ \ \ \ \ \ \ \ \ 122.14 -�4 \ 144.80 \ 1 I \ \ \ \. p /r 16).41 1b1.95 _ _ A I A v v\, A ,, A.. 162.28 A \ /� 15611 Ata.1�, ! V 14.193\, A x132.65 V • x 121.53 + x,62.35 v 143.53 - V A \ 1 I A A \ V A A' - ___ �6' \ x166.06 -. / // 150.45 _. ,142.16 __-- \\ \ \ \\ \\ I \\ \ \ \ A •\'_,\, \ \'\ x �\ F \ +165.80 / / J/ 7600' // //i / 12.1 t*9.39 ` 145.66 ,139.34 . 122.58 122.06 x 142.43 \ \ \ \ \ \\ \ / +142.08 +^42.64 \ \ \ \ 155.41.' 152 f \ x,53.46 4 1.117 .x14. ?- --_.- \ \ \ \ \ \ +1 9.71 \ \ \ \ \ \ \ \. ,, \ \ ) / / // 157.07 / �153.Ba '2 750.30/ ! \1 1 3 u3.Do 14 \ \ \ \ 154.50_ t \ \ e@.zs 63 / / ' 3 / x142.25 _ 2�- \ \ \ \ F• - \ / / \ -- \ \ 662.50 / 6z.e\ 6 \ r _ V v A \ x� / // � � 50.63 O 1 � ,8.13 v V A A \ V i 164.02 1 162.81 / / / tq 148.85 +162.91 � V � v v � I, +I v v A +766,32 i / ��P I v v v -141.42 +142.08 \\ \ \ \ \ \ -I + \ \ + / // 156. 150 , 0.59 I \ \ \ �eii9.611 v vv v v v \ A �6s.a6 s \ �x V A x140.36 Al, + +142.81 \ \ x\ \ \ \x 151.2Y r j 180.25\ 6 \ / ,161.59 2 // \\ ! \ x131.85\ 122.82 1 2.10 \ \ \ \ \ I \ \ - 1 2 \ 16 / /' / ` \ �8 \ \ \ \ 129.'7 / // - ,u7.p7 \ '63.65\ \ \\48.x\ \ \ \ \\ \ I \ \\ \ \ \ _ x / / t5�t \ #7\\\r 116.56 1 \ \ \ \ \ \ + 1 t 121,94 y I \ \ 1 \ \ / / / 0 +149.58 \ \1. x 16},O5 +164.67 151.3 ,�48\ \ 140.98 \ \ \ \ \ \ +1588 \ \ 1 _ / / ! I I \ I \ !� \ \x \ \ r J4 v A \ \ , v 161. •/1se. t /" V4f�� v v v 31 .. / 147.49 i v� \ 3.15 I \ ' \ \ \ 111 *163.77 � / I r \ \ 133. 7 \ 22.03 / ,so !F -160.8, \ \ \ \ \ \ 160.66 67 x 5651 / o i 9\ \ \ \ ,7� I 6052140 , Olazzz - ` \ \ .160' `\ a x\ 77 l\' ),3z.7s\ \ \ 142.25 \ \ \ x1.58 \ \ \ \ \ \ \ \ \ _- / \ 159.25 \ ^ \ \ \ I n \ \ \ \ �� \ \\ ,141.70 +141.82 i \ \ \ \ x / .158.85.- 151.55 x151.43 ,148.61 \ D \\ r\\ \ 1 141.41 // ,740.51 - \ \ \ 15 92 \ \ 1 160.22 ,163.82 760-57 ' {T ! \ \ 1PATERSfIED.B 50.02\ \ \\ 63 04 59.14 1 96 / \ 48 19 \18. \` 37.47 I� \ r V A '� V A v v v 60� * '155.32= \ 1 1a2.e7' 140.5 14 ` 7,1 / xt ,.a.. 1a.27 \ \\ \ \ \ ,?\ \ 158.28� �x , 158 s�z11 \ \ 1 I � 0 139.75 ,141.40 / I - _ 14., 54 �v48fSF x''.80 \\ \ \ \ \\ \\ � \\ \ \ \ \ \\ \ \x - 1 \ .� - - x160.5 160.18 i `- 5, .6.72 150.46 11 t8.b I \ 39'+. � 1]5.03 1 \ \ \ \ \ \ \\ \ \ \ \ \\ \\ - Sg ifi038 180.92 / / 1 .72. 1 21.64 / -140.47 -140.15- \ \ \ \\ F 140.35 / � _ - \ \ \ \ \ \ \ \ \ \ \ \\ � •141.53 / _ \ \ \ \ � 57 1 140.58 � �+ 56 \ +1 +,r �� /3' / -151.22, 155.10 +157.57) \ _ / +,58.16 / 154.41 -`" 1 .05 149. \ • +122.33 141.5 0 � � \ I x139.74 \ 8146.44 \ x150.83\\ \\ \\ \x \\ \\\ ' Se... \ \` 1fi0.69 160.96 `+ r - 5� 2.46 / ,49.30 \ WATERSHED: // \ 119.96 / \+143,fk \ \ \ \ \ \ \ \ _ \ ; / /15 152.4 49.91 149.30' ,48.11 I \ 1_ v ,39.7, 140 74 , „40.74 140.03 "139<, \ V A A A V A A - v ' - '52.27 ) 6 752±SF 150.51 x 49,34 \ \ \ \ x 152.73 \ +755'84- 15E 150.},3,/� '\ 167.51 x 147.47 61.95 \ 122.64 ,38.81 41.5 . 139.18 A \ V � V A \ 138.61 1 +tyi7,75 \ / f ` / 167.69 +148.071 / 4� \ � 16,.20 � xu9.z4 \ \ \ \ \ \ \ \ Sj \. ` / \/ \ 741.46 / -139.50 \ \ \ \ \ \ \ \ FF _ . \ \ 50.x5 148.15 ! I ,140.fi8 / J 139 \ \ +\.\140.95\ \\ \ \ \ \\ \ \ \\ \\ \ \ \ __ x. - 150.24 ,48.86 F �36.a6 \ I #40 > 66.05 +139.88 179.08 \ \\ x139.13 \ \\ \\ \\+1475 \ \ \\ \ \ \\ \ \ 6� 156.76 ,37.86 I \ �\ \ \ 15 ----- - - - ---- / \ - +75954 � / " 8 #040-8 r \ \ \ 147 \ \ \ \ \ \ \ \ \ \ -� \ '� "57.5a�_,��2B .x757.00 1 85+ -14 * 50.77 50.56 150.89, � 748'4819.'/ 66,88 / 24 \ / \ 122.28, 13 / +178.78 \ \ \ \ \ \ \ \ \ \ \ 55.07 ,56.78 1$t //! \ \ I I 141 / x138.98 ,738.4 x138\26 \ \\ \\ \\ \\ \ \ \I r \ \ \" \ \\ \ \� 7`55\ x155.85 �a '50.99 160.7 _ - -` _- \ \ \ \ \ \ 150.24`\ \ + .. ^156.64/ / 752 r 150.48 // 1 143.06 \ \ \ \ \ �+1 93 x157.27 5 X - +1}9.88 /� \\ \ \ \ \ \ +151.92 143.a 139.77 i I ,121,87 x 138.E- \ V A A \ V , I \ V A A V - � � � 151.64 - 750.7 - \ I \ +.139.02 - \ V V A \ V V A V A A -154_ A x 155.58- -� �' \ \ \ \ \ \ \ \ _ - 155.03 - 16218 d` I +740.. 138 r13'F.45 \ 1 1 \ \ ��- +154.4} _- - - *151.64 A ,1}886 3" � ;. \ \ \ •138.76 \ \ , , \ \ \ \ \ \\ \ - ,54.82 �A�RSHED•D/ / � � \ / 149.112 46.5, 1141S..5 '30 4 68.25 37.85 _- \ \ \--\ \ *148.ob \ 153 • ,153.45 I -_ 139.26 38 Sa 132 ` 1'[3.22 140. 5 // \\ \ -_ - ��\ \ \\ II \\ \\ \\ +15228 62 �/ 151.015 ,50.02 1 \ +I V' ?161.06 „3e ss g�' 36.61 - 3 B V A \ 52 56.33 JS 139.66 I \ _ '\ _- . `'. '\ \ 1 \ \\ \\ \ i ' x151.00 1 146.90 +142.20 • _. _ \ \\\ \ \ 45.40 x,38.03 *7 71 r 122.68 +135.60 \ \\\ \ \ \ +153,86 x153.60 1 11 }9.65 -x134.9Y \ \ \\\ 1'144.11 \ \ \ \ \\ 151.. *152.95 V� /-15161 750.46 150' ,y _ 139,30 I \ \ \ \ \ \\\ \ \ \ x152.16 146.06 I \' 138.61 � /� +138,91 +136.09 � i � \ \ \ \ \ �\, \ \ k9.82 \ �- +152.76 , 4 \ " R 140.57' \ \ \ - 153.48 46,09 I 135.45 . , 6 _ - _- \ \ \ \ +� `C\+ \ \ \ \ x 751.89 ' 136 , 3211, 5 i.95 \ \ \\� \+ - I \ 39.21 dp i / ---- \ \ v\ \+ \+ \ \ X150\ 1i - 1 - 135.73 t}2.91 138.66 l� �_ / 138A0 -- -- - 37`85\ \ e\'i b\ , _ ` +.921.�'0 +.5'.34 1 a. +,35.9} .. 777AAA ��- I 1314 x 1 - ,46.5 ' % \ i x133.59 \ \«\«15� \\\ 49.74, \ \ +752.01 46.11 46.22 46.19 + mo A \ 35\ 139.30 / +,33.76 \ \ +\ +\ \ � �+\+ #\ \ \ `.149 \ +151.91 / 746.16 148.B5x *,2' x138.5 - ,137.98 \�� x133.07 \ \. +\:+\ \� �� \ \ \ + 152.02 149.11` 1 6 1+139.85 '. I / 6i� \ I13 139.43+ / _ \ \ \ \t z 5051 / 49 146.47 h #429 $- }6.47 \ 1+�+�+\+;\ \ �\ \147.six \ / 69.}1 \ __-- 1 146 ,6 zba6, P'12.51 I � 46.93x � �� 748.80 I/ „30.36 - x 133.71 - 1�3.1i \�\ r + \ 145\91 8 - ,750.61 - \ -. 1 8 2 146.81+ .116. _ + i4 A + \\+ +\ >\ \ \ --6148.88 + a 146.:: +145.88 -}279 � / --� \ +\�\ \ ,- x14598 +136.31 v \ / 119.49 �13t.47r 7 14 .. 2 I 138. ,36,63 1� l \\\14# \+1. , . 52' - .i 148 " I ' ++� + r \ 146,03 +148.97 / /- 146. 733.39 .135.85 / \ 731.03 %/ 12.E \\ µ++\3bA14 \ \� �+� ? 141 \ - / 147.25 27:91x1- C _- - x._ + \ \ ,14759 x169.85 / -145- \ 44.84 -. I .,3 �t 124. 13.14 V / +731.81 1 a t 1+\ 147 \ / ,137.21 ,t /..' - _ _ / \.S� I \ +169.51 + '.<a.38 136.08 .137 138...2• , , - \ i 1' I, ,,+1 +1 .I .id.-,�\_ J4 \ \ , 46.73 \ i ' \ / • b - �,1 7_ 7 33 x,36.85 _ 65 06 • 132,68 G�1+7+ 1♦ +�+ a 1 2- 132.95 135.35 . ,x 13.8.21 :134 J + \ 7 _ / + 14 i o� v 6 _ ,i E+F+G 4144.08 173.98 x130.25 a ♦ + v ,145.4 \ 482 42 1Ja 57, 12 7 ,131.98 1.36- .. x13305 x131.75 1� 1`I +I�.+1 }.t++ zt��-�. \ \ \ \ ,� >\ \ - x149.19 '/ - _- _- _ _ _�. 3 `'144.94 x 144.32 � .128.86.+I + + + + +x .7j ( \ ,. ,\ A ,\+ .\ \ - -._�- / x \ .145 t-T��F x145.38 �+ 14'3.68 • 24.27 �1 D 1 _ . . _. + _ . . • ;. NODE 73 37.65 3}.511 ti o I .=+='� 36`+ z \. \.\ 1143 (LOW POINT ENTERING DUNKIN 1. « 1 r ', + '\ ,\45.4, _ \ - _ 5\ 35.25 / 130.40 I I . H43 1+� el \'\ 74.3 _ - ____ \ \ ---- - __ < , 9- + + I. +, L , 4 - ;,47.86- - - �/ 14 __ , _. ,40 DONUTS PARKING LOT 137.68 31.7 .71,82 134.4^- 136,Jt , I \,\_\ .� �;J \ 2 2.59 1 131 66 32_ 7 / 7iJ / 1129.6 +♦+++ x1 .,56 ++.1 .x*3@\ tom•+� 4) ` ` \ �._-- _ _ 1141 _ _ _ ..`` /,7079 I 12 1 134.17 34 x,30.86 , \ .64 _\. ,. 2 \ --_ - .- -- - - \\, x144.48 �, \, �. t,� '/ /1 _ 3 _ _ _ 131.18 131.8013'.36 --_ '3c.02 �.. .,132. ,31.04x.. + 1 + ,�.-- �+_ \'`.��.\� +^ - /. 4Q-. - \ - .� ./� y+ i 12333 +122.90 ) \ 131 72 , J 131'4 + + + + \++ 4p.�, .-, .-. 0 \ -_ .139.. v\, Y+ �/. -.\ 1 / _ y.. a1.}p / /. CB 16868 131.16 33 132 29 \ x + +_ + `t+ + , >,+ ✓s - y " i 136 = D.9s 9 }t.zo .13140 ��\ .�+++ +�\+\+ \+ « + .J 9«-�: - -. -� _ _ 137 \ y 1}1.68 RIY 180.88 " 29.96` + + + + .�, - \ x131.60 ��= _- + - _... _ � .. - .- ,. 22.20 \ INVout=1 9f 131.02 131.29 '�`� 7 i - _ _ _ " 732.25 26. r ..�.� * 128.52 J _ _ i 9 131.18 ♦ + « v\ - - +� :___- _. - / _ %}5.40+ _ _ _ 137.34 - a - _ + + ` 1.36 - 1} 8 ' 131.37 \ + \+ �+ +-_ - _ _ �+ r - _ - + � +\+ �_L . +�4.. 136-�- _ti + - _t + _+_ � + -.-rs z-_ +..._.142.37.« \ •-- _ --135 235.7,. .13466`\ ` �:- !✓ -4672.157. / +`28.72 ,122.68 + r _ _ 122.6 �.\ t +131.35 •131.36 131.06 ++♦+ +\+ + + , �-a -e3 135-- mo i r--.z� +-+-_i ++__+- J _+ �-+-yam-�-�- _ / �- '- - _ . 134 +137.44 �1� :125.7, /. t2a.75 131.40 ` x132.1 ++ + +-+-r `..=..+. '_- '-«-y + -R` ' ,2 134 -� + _+ -- - �. r r' i / / i x ` \ / 0131 14 - - = '�` +T -t= -- - - - j 31.61 33 \ / 36 5} ` / /\ i ! / 122.50 + ♦ + 30.81 -�_ \ I - « 133 - 131.3 4 - + _ + . c{ - -T-+ .. -- /. ' 5 121.9 2 + _ \ -L _ �35.0 M000 '32 1.00 -�� 1 9,38 3276 +737. � + � - .- ``r-._ - .�. 132 - 4365,, _ . .,131.4 - _ / .�12 122.5 xt21.- r _ ,-_«- + . - _ +�: +�-a34a82 x +T - _ ! 1173 i _ 2.73 122.65 /+ry __ / 7 7 4 -r x130.69 ^ is r-t�+ + , z , + + +L+-_-T-+�+ _+�~.-.:>-..__-- �+= - t«� .. "� �25. 131 . 131.82 ,3C,90 e1-3,'3�.- ..�'.. - rS �- 7 12 12292 2.6 /A 131 131.08 '� 0.58 , + + + 'i-"--.i r + + + + + , + + + ..�.L + r +--t r +. + _ T�gtSS�5 + `�.� - \ _ -. .. -r / 123 2 122.24 .81 + + 1'31, --+ 4-���-+-+ + +'rs + t-r-+- -+``_Ll .� \ \. _ i- i x12 ,•' / - . „as.e - / 130.1 ,-� + , + , -�_+-�_. a-+ _-,-L\¢`�..x-._i _ A 1}566 ... , +,32.63 ,13k.72 :.133-5? -13�-- .r.� - .-- - _�� _ _ _ :_--- -_125:58 '260 3.0 123 121.76 1 I 130.25 ��� .___,. -s _` + + ,� r-.�-•- - ---. _ .7}6.25 - - _--.. - . .�. - _. - _ 126.68' - 736. 125.}4 / v 22.8812 N 130.07 --+_t 3 _ _ F 129.55 -� L+ --r , _:`-.. i - - -.`ZL62 - - T - - i 12 _. -T ,24.68 +,3,.58 1PATERS HED:A 130.60 ` �4{0.0��13QDB ��--_ -. - ,29. -F-T - _ .g.. ,. 125.2, Fj/ .� -_.._ 122,69 -- y , _ �s I r • -- - 13 0\ _ '- 128.98 129.66 1Y8,51. -+�7. -- > 127.5'...^ i2�5,Y 125.68• 1,� 124 CB 862 730.34 -= - 'x127.38 % 725.86 /24.95 31.87 1 \ ('1 127.57 _ 1 DYII #6866 (HIGHLAND AVE PAVEMENT & 29.39 -_ / RIY=122.99 \ v12. CB X16866 129.14 129.02 129 128.14 126.78 ry6. 25.09 -- _ - �1�2 NODE•C�D )? �+ RIM-131.97 J2 127 zs e _ INVout=120.89/ ! ? rNvcr�f26.19 IMPERVIOUS STEEPLY SLOPING LEDGE FACE) Rrr 129.59 295_ a _ 132Malmo .11 731.72 - 126.130 - -_ 177.68 INVotlit=126.06 14 468 f SF 4 INV{'rr126.61 129.53 I _r w x -\ ►�. -� --- 127.95 127.42 ` 126.55 .......... i'..(1 5 �12"y�xP 130.70 � 1 rNT'oul=126.61 2925 ---^ - �►-�ozs= - T 131.63 " • - M� iJ �- xv --"-_- ' , �/ `26.74 ,}2.70 I 731.97 � \ � '2c� \ J GOMM -_--__ 3,52 - - 1'PATERSHED:C ,27.49 ,zs 24 DMH 116867 1 2.04 \ � _16"D(RCP w DYX �i68� \ 25.7x7 \ RrY=192.11 -- , 1 .190.79 \ +129.55 (HIGHLAND AVE PAVEMENT & 122.97 INVtn-126.87 4 31.96 }0.9, INVtnt124.67(/16866) 723.76 3,.90 ------__ INV{n=124.29 X16866) \ IMPERVIOUS STEEPLY SLOPING LEDGE FACE INVtn=124.74(#6888) I ---- _ 1"4"127,19( 886 \ ) 107 N O R T H B 0 U N ♦ �INVout=124.94 :32.32732 i _ ( t UE ROUTE INVin=126.9f(�IBBBB) \ 33,449 sFHIGHLAN D AVE N \ 4B _sfP) -124.20 _ C ' ____ INVout=124.28 -_ ! '26 RCP)124 81 DMH #6861 RiJ! 4 81 �7 131.211 � ,30.7} '----------- -_. - `'� _ter , 1 - t 131.54 5 \ /NV{�"0.79 88� t3z.1a - -------- .7701685 " DnYX 1p6888 132 19 � - fc4y 162.16 131 41 131. 1 - - _ 132.05 132.15 \ 30.92 \ \ -- 16'D(IdCP)---- ------ :e.3 -- INV 8 132.19 B. INVin=118.29(#6863 4 DYX 118869 R� INVovt=118.92 r / RIX 190 92 30,88 "T RIM 128.91 _ 32.12 INVout lIffin--121 45 -� 68 INVout=126.91 130.39 v O --__ 132.10 132.06 - -- 131.75 Q (V /1 \ 128.92 --- 132.03 "\132.01 q \ \ - x 130.61 •132.60 3,.87 DMH 886 81x .61 13161 x UE SOUTHBOU#392 VEN03,59 !� HIGHLAND A .126.19 CB #440- 450 O \ 124.3, 131.68 CB /6861 t ,130.88 \\ O 137.73 1}7.65 ^ -131.54 131.45 RM-131.611,1? \ 137.}2 O 131.47 131.43 \ J N 131.66 131.30 \ �" \ #402 137.27 N 131.27 - \ 128.70 - 129.99 129.80 729.08 - 130.94 _.- 3 _ ,3,.7, 130.76 ,30.0, - ,132.63 #396 ,31.26 --- *130.02 - 131.75 13,.94 Ix731.66 3} _ 130.66 o 131.79 31,96 131.52 7,.37 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY #400 *128.51 I 31.10 N / 1y 3'.64 135.20 + �LLJ �� 131.77 �� OF Q ` 3147 1_ \, gSIP 4 1/28/10 PER PLANNING BOARD & PEER REVIEWER'S COMMENTS \ ' 1317 Q� SCOTT IAN otic 3 1/19/10 REVISIONS TO ACCOMPANY THE HYDROLOGIC ANALYSIS PATROWICZ N 2 1/14/10 ENHANCED STORMWATER MITIGATION WITH UNDERGROUND V IIIIII 132.56 ) o I CIVI Na.33 56 o \ \ �`N 9C� G T STORAGE/EXFILTRATION, EXPANDED WATERSHED ANALYSIS 132.46 132.71 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS 3 /"�, NO. DATE DESCRIPTION w LEGEND w WATERSHED ANALYSIS Q 32.13 WATERSHED A MAJOR WATERSHED AREA (DIVIDING LINE) � '13'3,00 B ANALYSIS /...1� MINOR SUB-WATERSHED AREA (DIVIDING LINE) ' 133,46 -�--_-__- '� V Ag 33.53 PRE- DEVELOPMENT � � * SUB-WATERSHED IDENTIFICATION Ji / 133.6- I G for 159 37.40 HYDRAULIC PROFILE (FLOW PATH) U CALCULATE TIME OF 11 RESIDENTIAL LCONCENTRATION FROM THE HYDRAULICALLY MOST DISTANT POINT IN,73.53 / THE WATERSHED TO THE POINT OF COLLECTION (TYPICALLY THE WEIR // CONTROL STRUCTURE AND/OR EARTHEN BERM) POINT OF INTEREST O WHERE RUNOFF WATER FLOWS INTO YET ANOTHER NODE fora site at U / w / � // 3423 B C HYDRAULIC PROFILE SEGMENT X405 - 427 H * ghland Ave . J /' ,34.09\\ 133.87 r f FLOW DIRECTION (OVERLAND FLOW) Salem, M !�F SECONDARY NODE (POINT OF COLLECTION WITHIN THE ASSOCIATED Date: November 16, 2009 WATERSHED) CALLED "POND" IN THE HYDROCAD PROGRAM PLDE 99-34 Scale: 1" = 20' h # Sheet 9 of 10 a� \ E 0 PRIMARY NODE (OUTLET POINT OF DISCHARGE) WEIR CONTROL Land Owner: Paul Ferragamo 34.53 ENTRANCE TO A� STRUCTURE CALLEDB STRUCTURE R"PO DET INITHE CATCH BASIN CONTROL 419 Highland Avenue, Salem, MA 01970 134.24 134.81 PATROWICZ 34.07 AND EGRESS FROM 134.61 134.38 O 134.77 � � �] GRAPHIC SCALE 34.68 HIGHLAND PLAZA EXPOSED LEDGE FACE AND/OR STEEPLY SLOPING VERY SHALLOW SOIL LAND DEVELOPMENT ENGINEERING zo o la 20 40 so COVER 14 Brown Street, Salem, MA 01970 (978) 836-6400 134.93 NORTH SHORE SURVEY CORPORATION Y ( IN FEET ) 14 Brown Street, Salem, MA 01970 0 1 inch = 20 ft. (978) 744-4800 M C U E #18 U O U _ r _ BARIVES CLE � I so \�, 22 # #7 #12 � 1 _T I I � �#14 � i #16 #18 \� , #20 \ \ ' Dz �' : dOo F WOOD 1 / � 5 _ I A DECK � � \ � / II I , 1 \\ ' � / \ \ J woo '\ '` ' \ #6 STONE R v y.� B� 15'C. PAVED DRIVEWAY I ETAININGENCE 1 4 \ 24 TRS • ` 1! p � r\ \\i o c� W/ CHAIN LINK FENCE L_ ,� \\ WATERSHED•B \ ° 20"CHERRY 152 C ' 2�. x \ ATERSHE 3 \ • , , 5] 1"4„MAPLE �- 14"MAPLE O 12"/D �- 2�` `,=1� �/ � � I j ' � r �\\ D•G , ' OBCULDER BOULDER' X92"MAPLE 786 � \ �B / II I vv� /� �� �� # $4"MAPLE � 150 ��S i' WOOL BOULDER 1 20"CHERRY BOULDER � _ A 76L9 v� \v DECK A 3"PINL'-` 53 24"TREE 1_ ` S) 2"MAPLE / / \ \ \ 149 152 �� 6 _ \ \ N 3 24"TREE BO , \ T / 6 I w v BOU DER PROPOSED RE AINING WALLS ENGINEERED BY OTHERS TYPICAL PROPOSED RETAINING WALLS (ENGINEERED BY OTHERS) TYPICAL t_ ( ) / o -- 151 OUCOFR \ O A K I 148 _ S'• \ \ y35 1 ` p4 \ D 2 "MAPLE 2o" ��r --15 'rn� _ / -- AK V - (RUBBER ROOFING) \ 20"0 \\ ` I - _ N f - _- a IMPERVIOUS BARRIER - I rl � DT - C WATERSHE • sSEECROSS-SECTION 49Lr ` .�� / �' HERRY D•D i+153 2 / Bt � ` m�RErHI ' 1- . 4>3-,`, `�- 4 - -_= 9 -54 - s °' \ CULTE D ?,. / _ C \WALL - 146.3+ \ 48 y3.3 t4 - - - 6 \ 162 i i _ - o `r I TREE J . - - - D� _ \ -- L5 _ Z i _ 146.3 ----- 140.9+ \ 147--r /. t 13 4 ` i _ 16 D i �i / \ j \ \ �+1 125 ^� \ 1461+. 146.4+ � +' ^c / j� �j'. 6 /i 5 1 ��� -- i j �i I-r HP:1�y2.9 \� __ i ) #435 / '� I -...1-� ,- ► M + y, �5 W `. ` 6� 16 '/� r! LB#30 a 14"CHERRY B / E ! 1 ;.i Y LOT 2 x.53. 16� 1 16 160.4 1 _ 165 163 ,// ----- -�_ i LOT #i c t; ,N *4 1,4a: � # ��, D 62 -- - = 164 - -' '/ , ,. � PAFCEi, A �? -- I 1, _ I, 1 4.4 _ d° 3 FFE-155.011 I f _161:5 153 - 6/O.s� _� I -<��`6 1 1/ j ✓//,143+ �•P:144 `__ j i -- --1 �\` D��j \] I coNCREr - FFE 148.0 B y. ---7---jr 1'/ SI 7� \ m - -- - f - �- - g % - -h�` ,i � / �-/ err - i - D♦ DRAINAGE EASEMENT B R E at -'� FPE-150.0 - �'`�151.s r-=_� 15 _ �' V Bq _ NAGF ETWAL ,, -145- FPE=143 0 I o '3 ; \ �a :- .�_ ,s,.s r I ` '� �.�:.-�- L " _ , - FBE=146.0 - +��.�7•�.s�•- - 6 \ --- -- -- - - / 6"HI FHE-139.0 N ,. --- F .: . / -L�._ +� _ ci:''.` ,� 148 _�~ 144.1+ I RET.WALL 144 {�{--- }1 ���/ PORCH / :, �j jf ��� LP:159.5 --� \-_ � i i \ �v i 44Ifi+___ i•4 i 45.3 _-___ O Z LOT #3 - --- '� � +132.1 �,� �.`L s.5 �T � _- a RETENTION 2 1 / / .�-�- -_J L __� i rr LOT 5 1 W �� �`` i li, Fs / ��� STfP �►�� l -� FFE-162.0 / +,46.s # �a c,+ �`� BASIN D .- 15"APPLE PORCH I �� �/ S ��� �� 1 O 3 + `� ' ?o a +122.0 1 L _ -T - 1 � ' Tw:,ss.o /' a� m FPE-157.0 B11 ^rw:ls o �� LOT #4 \Jf "\ I FFE_146.0 os ♦` _ LB#29 II --- T//. g / - FBE_ T = - !! ., � G �'------ 4 s � � 153 0 �n � a i i� ;.� m� FFE 157.0 D / ,�•'t�a��. , +' F 141 0 � � � a , I 1 ®.=-- ° B / Zg FPE=152.0 ��' . .. ���� FBE=137.0 ; ✓ ♦ HEADWALL D .5 1 S ` a 141.5 Bp �. �^ S7 ,��'' 1' L � f � �- DZa � •� -'� FBE=148.0 _r L+�.;49.� \r M. ♦ �, LB#28 ,.---- c-�'1'�' (OUTLET) � +141.4 i T � -- r � ' I R' 142-- 142 i �5 ` Be DMH h CB10 - �__� ! `_ SSS PORCH f 156 ` �;.!/'� ,; /�' \ �` � Du \ i 1t<ti PORCH y__ - - _ EARTHEN �.�- -� r� l -- D \ 1� M 5 r► ra i 1 ^ ♦ < - !`✓' �' - 154 �1 ` / ,n , , _ �. / •'� r ,5 w 1� CHECKDAM �:,-' L�?o �� _ PORCH I ' ` - �� _ �� /� !� - / - _ ' i_ STEPS; 50.5 (2o'O.C.) a - '�+ `t ---- --�' , N� �B� 1'PA RSHED:F 9 /` TYP. �, P CB#11 ! �. +1 so.1 152.1\ r -��.. - _ L; 1� / / ' ' B� - - ` ` Be �''"" --- _ -�_ �' 2.07 ' -0 --- ! `� Hwy �� ` - - - - 1.0 /N \ __ -- �� o __- N Ln LEVELING A EA / !� --.ate �h -.,,, c� De w -� 1 J 1�I // i ! '� _` ' Db --_ - a _, -------- -- - - -- - -�..��► C8#24 c,� `'� '0 26 3 .rte +146.3 Bf _ __ �"- y - -- ----- ��► _ / -_ '- I J _ A 6 �9 ` ,/�j \\ _ CB 21 i 1ARTH #401 BW DMH#6 B1 - i:l B _ _ 7*1� `��1, ^ Dei \ \ \ ��� �.� ~ CHECKDAM EN D� i Wim, (:D/\ I: DMH#20.... ' - ,.r!► - --- f \ 1 3 T_ / � N „ � . � --�_- Da ^ 1 _ �; DMH#23 (20'0.C.) '/ ., � - � Ba / CB#8` - r4 �Aj �� n to ' CB#25 rw o„ '- TYP. #403 , �.� ,- -_ -__ _ - _ N w __- L #429 �/? S ( 1 , 1' r� �• �• TW:150.6 ! tl tl th t1 e} ^ ^ ' �� P:,32. A f I PORCH \ A 146.7 }� �' / --� --, H - ► L`B#Z�, Dd^ w i/f`7 / \ �\t� +12 .4 I 1� k _ , -- t L( � ',�\ I GARAGE /� I ` l _# `` �r ' �. I'OI�CH PORCH -® - =-- - - .,.► 1 r I l ��- „ 4 � � ------- .,-.,.r► �' � TEP � \�. FFE=136.71 \ / B� , sC ^^)O 1 /���r a u �r �- r � - 1� DO I- 1 M S \ - -- 7 �_' i f; ` I - -j' �' 143.1+ 7 ' _ \ 000, - 6 ; 36.5 .. 134.0` µ� PAVED PARKING AR A �' 133 N a BO ( / \\I Dh ' /' Dl �' - 137 LOT 6 �� I # 150�� /� +3 , r I 136 / / i FFE=144.0 142 1+ 6 LOT 7 :� _ r' �� ♦ r� -�---- _� '�1� '+� '' - B Z' LOT 1 1 LOT #11 I FPE=143.5 I PORCH - _- __ s: „ # t;cn D �L , i' Bk _ - # I - i �-/- PORCH 0 FFE_142.5 p _ Bn FFE=149.0 I„ 1 I FBE=135.0 � 1,3g + I 1�t- 11 LOT 8 � I �� ;; FFE=142.5 �. �„ FPE-137.5 FPE=148.5 r „N # PORCH 1 0 TW:135.8 \=`f\' DRIVEWAY \ w 13? ; -------� _ r---- W:133.2 \ �; F; „ FFE=153.0 LOT #9 _ -,,, FPE=137.5 �5 t FHE=133.5 r _ PAVED D J tis-- 3s.7+ Iw:,3/.0 STEPS FROM \ '.(, 1 FBE=140.0 i FFE 14 n FBE 133. - 32 1 134 ¢ LB Z. BW:13 + FIRST FLOOR .��j0 / Di ° FPE= 52.5 ��°, = 6.0 I "t t1 5 i I,+sus_ -� +� v C8 2 / --1'9•J1Y-- - - \ - /�' yy 41 -r:,v 1s .5-L�'., 138 t.� I +132.7 _ _l, Z� # r3I ALK- FBE-144.0 , FPE=145.5 �' -�' +, 3.4 PAVED' ow \ J111)V PATIO / 0 - BgSEM T �- U 150.9 �� - Dk C9 -.i F`` + WALK- \ _ DRIVEWAY U� - - / 8.9 ENT / + = �. EXI INGi --73 - // / \` TW / / 13 9 �r 'BW:147.0 - - WA FBE-137.0 _ 137 + aD 132.6 AS T �1J6 1_57 PATIO -ACE I • _- _ LK-OUT - -- M J S V + BW:135.5t--- 12 \ PATIO i' ,R,,. / BASEMENT 0� -.:, _. I � +1 NT 1303 D� LED^ 7A c NODE•E F+G +128.5 �t I _ �( - 4 _ - O Q BW:135.2 \` N WALK-OUT I rJ 1 CB ! r;` p 4s i +143. ` +1as.s BASEMENT / I PATIO 1J i /' - -- ' (LOW POINT ENTERING DUNKIN 9"PINE �% - _ CURB 32 - _ 145 - --- - .�41' DONUTS PARKING LOT � c, � LB#41 Q � p � � � - � � � PATIO � � RB CUT J� - 1 T I +3�6 ' +138.7 t ,44 146.2 D i „ 44 PATIO IDG a 139 +BW:132`7\ I F ._ 40.0+1 1 DONUT'S EASEMENT 4,3 C 13 111... cuRe - RETENTION 3a a - \�, , I � 43 c+`\ I P. / x - - +12 .4 CB =868 wHl eau co sl CULTEC B --- isa - RIM 1130.98 TE LIN r EX. NC. DEWAL v_- \. L BASIN B + 42 - 4L - ` Dm ' ri _ ' 39 ` < . - -' 41 - _� s_ TW:1 INVout=126.31 E K - -- ; - 1 - { Y 35- 136 F i C - -- 132 O-/ - 1y�r=:�+ter-` _s+ ` ,38 131.2 HEADWALL B - �' , K`� _ _ `�"'� I P 2 ' - 39 + fib, ,�D. . XiST4NG DGE DACE i / D , o ,,, 128.7 � ■ - - EXISTING LEDGE FACE ?38 � C "LP 131.8 ' ' D DMH#5 Bw:13,.0 v 00 q DMH 06867 WHITE LINE � �� TW:135.0 E _ ,42.f1 .. r ,. i `. 37 -- LP 5. ?34. �y - 'A RIM 132.11 X.CONC.SIDEWALK BW:130.4 _wy TW:i32.6 rim' . .moi t+� 36 - _ 1 W;1. 5.6 - 5 3L _ ------- RIM-132.11 _ I .__._ _.__- / Sti 1 INV{n=126.37 TW:135.0 WW 135 = _ 13 -- _ 1 - - C _ INV{n=12b.83(1�8888) �' TW:132.6 EX.12'D / --- _ - - ': - _ ° -+' ' r s X144 _ =r' 13: -- ��+ _ yi- 123 w CURB CUT W\iJ -- ' - -'- INV{n-124.74 BBB _ ": 129 _ --_ INVout=124.34 (OUTLET) -- - --- _w _. . _ ae2 1PATERSHMA IMPERVIOUS BARRIER _- _ _�_s _ .> M ) cr NODE-A` - EXISTING CONCRETE SIDEWALK _\ /�� RIM=122.93 / GUTTER LINE IF DMH #6866 1.97 R • \ 9-- - • lNVovt=120.63 MEDIAN RIM=131.97 (HIGHLAND AVE PAVEMENT) (RUBBER ROOFING m \a ExlsnNc coNGRETE sIDEwALK �� _ - NODE C+D STRIP INV{►1=126.19 SEE CROSS-SECTION a CB 885 -�► 28 Z WHITE LIN' • - ERCP INVout=125.08 0RIM-129.53N6B / N \ � _ _ PROPOSED RETAINING WALLS (ENGINEERED BY OTHERS) TYPICAL 4 INV{n-125.51 S _ ---- z WHITE LINE `INVo d 125.61 ' 2 F / 1 �" -_-,5 --�. 1PATERSHED:C /z� 4 STOP (HIGHLAND AVE PAVEMENT & j � _ _ -+ITE LINE IMPERVIOUS STEEPLY SLOPING LEDGE FACE) NORTHB O UND_ ______ E0 UTE 10 7_ HIGHLAND AVENU _,s'� P� 13z �► -----_._-_� ; WHITE LINE ¢ '� - /__ Ara 5" P) _ -DJfH /8881 A - - - 9. RIM-124.81 DMH #6888 � \\ INV{n=420.79(/6862) WHITE LINE w -- ---------------- ---------------15'D(RCP) INV{n-118.77(/16860) CD RIM=132.15 (16883) N J DMH X18883 INVout=118.32 _ ~ DMH X16864 RIY 130 82 RIM=128.3! ` 886 RIM-130.73 INVou#�12�IS -- NM-1=126.91 �o INV{n-124.29(#6866) WHITE LINE � _ _ 1NV{n-127.13(#6885) N INV{n-125.91(#6886) O INVout=124.28 DMH /18885 0 #392RIM=='3''61 WHITE LINE N �c r , N CB 1685/ RIM=131.32 - HIGHLAND AVENUE SOUTHBOUND '119 - - - PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY #396 131 � I W #400 ��a�P��N OF Mgssq�ti 4 1/28/10 PER PLANNING BOARD & PEER REVIEWER'S COMMENTS p SCOTT IAN G N ; O; N PATaowICZ m 3 1/19/10 REVISIONS TO ACCOMPANY THE HYDROLOGIC ANALYSIS o % CIVIL v No.33656 2 1/14/10 ENHANCED STORMWATER MITIGATION WITH UNDERGROUND o \ 0 9�G/ ��� 0 9Cc ST �� STORAGE/EXFILTRATION, EXPANDED WATERSHED ANALYSIS FSS/ON EN r- 0 I 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS NO. DATE DESCRIPTION CnW LEGEND z WATERSHED ANALYSIS Q J WATERSHE o B - MAJOR WATERSHED AREA (DIVIDING LINE) ?7- 2 Ah ANALYSIS ��- MINOR SUB-WATERSHED AREA (DIVIDING LINE) NOTES �15g� POST-DEVELOPMENT LLj r. 4: 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE Ag SUB-WATERSHED IDENTIFICATION 1� _E SURVEY CORP., FEBRUARY, 2000. for co HYDRAULIC PROFILE (FLOW PATH) TO CALCULATE TIME OF 11 RESIDENTIAL LOTS v 2. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW=0.0). CONCENTRATION FROM THE HYDRAULICALLY MOST DISTANT POINT IN C0 � THE WATERSHED To THE POINT OF COLLECTION (TYPICALLY THE WEIR U TBM #1: PKNAIL IN SIDEWALK, ELEVATION = 131.68' CONTROL STRUCTURE AND/OR EARTHEN BERM) POINT OF INTEREST for a site at W TBM #2: PKNAIL IN SIDEWALK, ELEVATION = 130.69' WHERE RUNOFF WATER FLOWS INTO YET ANOTHER NODE TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' # 405 - 427 Highland Ave . a TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' B C HYDRAULIC PROFILE SEGMENT z TBM #5: PKNAIL IN CEDAR STREET, ELEVATION = 124.00' Z TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' FLOW DIRECTION (OVERLAND FLOW) Salem, Massachusetts .2 TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION = 161.08' TBM #8: TACK IN STAKE, ELEVATION = 170.09' Date: November 16, 2009 SECONDARY NODE (POINT OF COLLECTION WITHIN THE ASSOCIATED TBM #9: DRILL HOLE SET IN LEDGE, ELEVATION = 168.04' WATERSHED) CALLED "POND" IN THE HYDROCAD PROGRAM PLDE#99-34 Scale: 1 = 20 Sheet 10 of 10 E TBM #10: SPIKE IN TREE, ELEVATION = 154.41' Land Owner: Paul Ferragamo 0 3. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION MA 01970 >, PRIMARY NODE (OUTLET POINT OF DISCHARGE) WEIR CONTROL 419 Highland Avenue, Salem, OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES A+B _F4 SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS STRUCTURE AND/OR OUTLET PIPE AND/OR CATCH BASIN CONTROL GRAPHIC SCALE g STRUCTURE CALLED "POND' IN THE HYDROCAD PROGRAM PATROWICZ 3 SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. 20 0 10 20 40 80 0 a 4. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL EXPOSED LEDGE FACE AND/OR STEEPLY SLOPING VERY SHALLOW SOIL LAND DEVELOPMENT ENGINEERING o COVER 14 Brown Street, Salem, MA 01970 U FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO ( IN FEET (978) 836-6400 THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE 1 inch = 20 ft. NORTH SHORE SURVEY CORPORATION APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. 14 Brown Street, Salem, MA 01970 PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. (978) 744-4800 c c0 c N E U O U d !&- DEFINITIVE SUBDIVISION PLAN FOR A SITE AT Filsllhlanicl ik,venue ■ OCTOBER 13 , 2009 Revised TNOVEMBER 16 ,, 2009 3 N s TABLEOF CONTENTS <� R !! i M P�ELINE 5 ti 9 1 . LOCUS P m 20 LAYOUT GEOMETR R N N ebb �b5 In ✓ ^l N N � N 3 . EARTHWORK/GRADING N 9 6 3 � 4 . LOWIMPACT DEVELOPMENT ( LID) N C � ^� a ^ m �, z 5 m N a . � m 41 d ORMWATER MANAGEMENT m N UTILITIES & LAND APINco cy- { 9 v 0 - SECTION 6 D PR FILE N ROSS 7 . NOTES , LEGEND ITE DETAIL411/ co 41 8 . EXISTING CONDITIONS IJO� 9 ti m \ 5 18 A 1 m o !p N � m qq A N Sti NOTE: THIS LOCUS PLAN WAS SCANNED FROM THE q - O O CITY ENGINEERING DEPARTMENT'S GIS DATA BASE. ❑ $ THIS LOCUS PLAN IS NOT TO SCALE AND SHALL NOT m o a BE USED TO DETERMINE ACTUAL PROPERTY LINES, STREET LAYOUT AND/OR ACTUAL BUILDING LOCATIONS. THIS LOCUS PLAN ISINTENDED FOR GRAPHIC P \ N o- PURPOSES ONLY TO SHOW THE PROJECT SITE IN RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. ° 2 N � O O m a APPROXIMATE GRAPHIC SCALE 10 O N 100 0 50 100 200 400 o Q � m 0 r A N O N \ T \ C v \ > O o v If1 N N v1 Q� NN Q ^ ❑ `, IN FEET XI1 INCH = APPROXIMATELY 100 FEET t a p ^ ( ) j O C �\ 7 N ��V N <J4 ^��� O •-• N N n 1 m 26 O r N m O !D m z � cco o o > D M o C PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY M a �qRK S 3 /^ N v) U_ ID 6 Q N 2l V m m^ o s e 28 ^ N N ����H OF Mg3S co TEAM: SCOTT IAN �G m '° $ :J-69 es P PATROWICZ N = h'/� o OWNER/DEVELOPER: o CIVIL 3p �1 p N N a 0 O) Ma 9 �� - Q PAUL FERRAGAMO '� 9 No.33656CD O C 1621 2o- FFT a, — — 978-977-9801419 AND AVENUE, SALEM, MA 01970 16 1 11 1& 2° o9oFcc Q T 'c. m 2i N a2 a� S�0 AL 09 REVISED PER PLANNING BOARD COMMENTS O N ^ � � 3 v 34 ATTORNEY: 0 '' �' NO. DATE DESCRIPTION ay ^ M N ay GEORGE ATKINS 36 0 o RONAN, SEGAL, HARRINGTON ti O ti o 38 `' 59 FEDERAL STREET, SALEM, MA 01970 Q a ,3 O s3 (978) 744-0350 X107 yo o I ^ ARCHITECT: Q <9 <s EFINITIVE ERSEN \r O 42 <, a6 GUNDERSENDASSOCIATES m o ^ 44 20 CENTRAL STREET, SALEM, MA 01970 �9�� N O (978) 744-1000 ti O SUBDIVISION Q co a SITE ENGINEER: � \ N m e SCOTT P.E. LOCUS PLAN C] N PATROWICZ LAND DEVELOPMENT ENGINEERI1G LIJ14 BROWN STREET, SALEM, MA 01970N LL h 5 N s N 978) 836-6400 for E FIELD SURVEYOR: 11 RESIDENTIAL LOTS GAIL SMITH, R.L.S. U) m NORTH SHORE SURVEY CORPORATION 9L 14 BROWN STREET, SALEM, MA 01970 for a site at O = O � (978) 744-4800 � � # 405 - 427 Highland Ave . P O Salem, Massachusetts 9 APPROVAL UNDER SUBDIVISION � P m �� CONTROL LAW REQUIRED: Date: October 13, 2009 SALEM PLANNING BOARD PLDE#99-34 Scale: 1" = 20' Sheet 1 of 8 o ti 7z- Land Owner: Paul Ferragamo 419 Highland Avenue, Salem, MA 01970 e N ' 3 PATROWICZ Y LAND DEVELOPMENT ENGINEERING o a ED 14 Brown Street, Salem, MA 01970 a V (978) 836-6400 Ln a1 ti m N NORTH SHORE SURVEY CORPORATION Y ti 14 Brown Street, Salem, MA 01970 m W DATE: 978) 744-4800 Ma a� E U O U BARIVES �CjRC - LE � - / #22 � r _ BARNES CIRCLE # I I RICHARD BINGHAM, JR \ \ MAP 3, LOT 88 CLARK STREET \ L.C. 6 9151 348 JORGE MAP � LOT 79L #12 I 15,010±SF BARNES CIRCLE I I 16,v3,A' w \ I \^/ I I 11,378±SF BOURQUE NOMINEE \ S �i.03 Z 19 B ` E "' " P \ D REALTY TRUST #14 I ®!_ w o NOT TO SCALE \ MAP 3, LOT 93 I L.C. 66214/318 o c,W BARNES CIRCLE 20IRON PIPE I CFND)TOBIA DELULIS #16 # MAP 3, LOT 92 BARNES CIRCLE #18 I BARNES CIRCLE L.C. 33202/144 I 6,250tSF DAMATO REALTY TRUST BARNES CIRCLE SILVIA WAYNE I PANFILO DAMATO JOSEPH BOUBREAU, JR MAP 3, LOT 89 , \ I MAP 3, LOT 91 I L.C. 13355/238 #5 L.C. 32714/333 MAP 3, LOT 90 I 6,250±SF I L.C. 69605/325 \ CLARK STREET n, #�' I I HENRY RUTKOWSKI � - 6,250±SF MAP 3, LOT 78 1 L.C. 57514/265 - CLARK STREET - (SET) o �' 15,OlOtSF ROBERT RIDGE IRON RDD I 5,000tSF _ / � MAP 3, LOT 124 - _ S40 1 g!261;w / L.C. 102611177 50.00' I 6,067tSF I 12,369tSF ,I low 3 I 75.0 \ # ° _ i IRON PIPE ' ,� CLARK STREET \ ; <FND) - _ „ H�owuPw Wo JEFFREY BACHMANNaft max_ LOT 1 113.37' _ S40" 14A 41 �`�\ MAP 3, LOT 77 ° 3 ' L.C. 63953!298 (SET)ROD �� _ 295,88 \ S16 p.03 � / o LOT AREA=9,598±SF I -' 1 ��_ 13 o p 5,000tSF LOT WIDTH=148.86' LOT #2 �� ' 1���° (MEASURED AT FRONT SETBACK LINE) FRONTAGE=161.58' LOT AREA=7,383tSF 9 78- _ - 4000 56 91 3���`� 4?•22 (MEASURED AT STREET R.O.W.) z LOT WIDTH=102.40' �� LOT 3 T- _ S1, -IRON ROD / FRONTAGE=101.01' _ # 1 7.73' CSET) 10 LOT AREA=7,518±SF � 52.78' - �� LOT WIDTH=100.05' LOT #5 - - z FRONTAGE=100.06' LOT #4 LOT AREA=9,550±SF - #435 LOT AREA-7,043tSF � � LOT WIDTH-110.85 , w q o I - YgRD SETBgCK_ �� a LOT WIDTH=100.09' FRONTAGE=108.89 PARCEL--A- �J� HIGHLAND AVENUE II - FRONTAGE=103.46 �'° � 3,446±SF SOURAN ACQUISTION L.1 CP C.0 MAP 3, LOT 127 (PROPOSED CITY LAND) I I L.C. 68995/326 °y o - � Wqo ' I (NOT A BUILDING LOT)#401 o L-65.55 � � \ SNOW STORAGE AREA _ ,r- HIGLAND AVENUE I 1Q p Y � R=120.50 �. � � v � R=10.00' I SAMUEL CRUZ ' La35 Lel MAP 3, LOT 72 R;5g4 q W \ L=8.99' = 4.84' I L.C. 54577/251 r4 r #403 _._ 50 / - _ I 1 � _ _ R=220.50_. � L 4 � o , 10,000±SF i 0 0' - R=220.50 S34 55'20"W \ o HIGLAND AVENUE �Ro�- _ _ _ -1 moo os „ -- - /C'� O CHRISTOPHER LANE' /�pC6 o�0 L=100 08D S L I P C 1<:= 5 �� - 52056 ;0. O MAP 3, LOT 73 ' am _594.50 \ --IRON ROD O� � 1 �' �,�� L=12.83' 5g4.50'� r; _ �_ I L=66'8 'r 10,000±SF 4 R=79.50' Rmow- (SET) - L=103.46' � I In ^ ' 00 PARCEL B (ROAD) o o N 1 _ - I �g�p.00 3 `�`5 5 PROPOSED PUBLIC WAY- _ _ - - - - - - - -- �_� --�' R=179 50' S34*55'20"W I W 4 / 0 25,209fSF \ - - - 5p/ p 71 5 2� p17 � .03 23.56'\ 8 --- R-15.00' _ R=635 50' s 1 Z / �, ��6�5.50' 1 \ L 81.93 V7 ►�-+ / I r,r L-87.05' R=635 - - •-� I 401 10.0' _ __-------- LO I - � ti �- Ul #4429 RON ROD ° ��• � ,�J� T � - � \ '�, I CSET)I �1 � 0__ � 10.C .J HIGHLAND A VENUE - °NVI�,' BOSTON STREET REALTY, LLC S MAP 8 LOT 125 400 � N � L.C. 58851/272 16 20::w �� 0TH �, t. 50.00' / z , ; I a? 1 o I � 16,625±SF L=18.94' , LOT AREA=6,919tSF LOT # r _ °' LOT # 11 zo ° cO _ R-10.00' LOT WIDTH=129.71' - LOT AREA=6,824±SF LOT 8 z z LOT # 10 FRONTAGE=147.20' - # LOT 9 -in LOT AREA-6,914 ' 1.1 -13 \ I LOT WIDTH-83.67' LOT WIDTH=96.57'' 2 0 99'� - -(DRAINAGE EASEMENT) ,-- I LOT AREA=6,406±SF # LOT AREA-6,523tSF � FRONTAGE=108.67 LOT WIDTH=83.55' � I 40°16' �� - _. _ FRONTAGE=84.00' LOT AREA=6,143tSF - _I _ 20 IyL-75.61' �I LOT WIDTH=87.17 LOT WIDTH=87.27' FRONTAGE=81.93' FRONTAGE=8 7.05' FRONTAGE-86.79 I L NAIL I _ I 76.02' � _ PK r ��_ L=78.01 �� _�- (SET) CENTER - ��� �_ 5.18 -� <FND) _-_ ��.. ,� _. L=87.81' - L 7 506.81' R = 1959.00' I 0 HIGHLAND AVENUE ( ROUTE 107 ) NORTHBOUND N #392 NENUE SOUTHBOUND HIGHLAND AV HIGHLAND A rENUE _ LO 392 HIGHLAND AVENUE REALTY, LLC #440- 450 8 MAP 3, LOT 504 I HIGHLAND AVENUE r` ROUTE 107 SALEM ASSOC L.P #402 MAP 3, LOT 4 of - `- _ - - / CAMP LION OF LYNN MASS INC HIGHLAND A#396 VENUE zI MAIE q; LOQ' I L7 HIGHLAND AVENUE I OLDS VILLAGE MALL REALTY TR #400 m MAP 3, LOT 133 \\ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY VENUE LU �al / ENTRANCE TO OLDGVILLAGE HLANALL AREA TY TRUST T�`N OF &f4 �► AND EGRESS FROM MAP 3, LOT 5 PATROWICZ m TEAM: p� SCOTT IAN yG OWNER/DEVELOPER. � Na.33656 IL, q LAZ A O \ \ o CIVIL - MAP 3, LOT 6 PAUL FERRAGAMO 9419 78-977H 980D AVENUE, SALEM, MA 01970 o99ccO/S Q O 3 SS/ONA E 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS ATTORNEY: NO. DATE DESCRIPTION r GEORGE ATKINS v RONAN, SEGAL, HARRINGTON 59 FEDERAL STREET, SALEM, MA 01970 Q (978) 744-0350 X107 ° z 'tel ARCHITECT: DEFINITIVE HARRY GUNDERSEN 0 GUNDERSEN ASSOCIATES 20 CENTRAL STREET, SALEM, MA 01970 ° 978 744-1000SUBDIVISION SITE ENGINEER: SCOTT PATROWICZ, P.E. O I PATROWICZ LAND DEVELOPMENT ENGINEERING LAYOUT GEOMETRY LU 14 BROWN STREET, SALEM, MA 01970 LL �15gG (978) 838-8400 for �. FIELD SURVEYOR: 11 RESIDENTIAL LOTS GAIL SMITH, R.L.S. NORTH SHORE SURVEY CORPORATION U I 14 BROWN STREET, SALEM, MA 01970 for a site a t LU j (978) 744-4800 40 5 - 42 7 Highland° # Ave . ° z NOTES Salem, Massachusetts 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING APPROVAL UNDER SUBDIVISION M I DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. LOCUS IS 2.51f ACRES. Date: October 13 2009 ° CONTROL LAW REQUIRED: 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE PLDE#99-34 Scale: 1" = 20' Sheet 2 of 8 SALEM PLANNING BOARD E SURVEY CORP., FEBRUARY, 2000. 0 nd Owner: Paul Ferragamo 3. PROPERTY LINE REFERENCES: T 419 Highland Avenue, Salem, MA 01970 2 A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. C. LAND COURT PLAN 7159F, DATED 2/10/47, o I FILED WITH CERTIFICATE 17333. PATROWICZ -- GRAPHIC SCALE CL D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. LAND DEVELOPMENT ENGINEERING 0 20 0 10 20 40 so E. LAND COURT CERTIFICATE DOCUMENT 317427. 14 Brown Street, Salem, MA 01970 UF. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. (978) 836-6400 �� G. LAND COURT PLAN 7159B, DATED 5/22/36, FILED WITH CERTIFICATE 11169. ( IN FEET ) NORTH SHORE SURVEY CORPORATION 16 1 inch = 20 ft. I 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. 14 Brown Street, Salem, MA 01970 DATE: (978) 744-4800 M i= a� ;_ U O n U BARN \ ESC \ IR CLE I \ I I #22 , � I I12 I #14 #18 #20 - I I WOOD #5 DECK \ a #6 - - STONE RETAININ I 0 W/ CHAININNING A\ \ 24 TREE `. \ \ \ 15 CHERRY c�s \ s s� \ \ \ / ` r y \ \ �y ��� o 2 PAVED DRIVEWAY 20"CHERRY 152 ?� \ \ \`\ \` \\\ \ 9<� Irn i 14 MAPLE 14"MAPLE 12'MAPLE2"MAPLE �1 1 A \ �` \ � v v A o - 3 OBOULDER - # Z ', APLE X150- BOULDER \IS / 20"CHERRY BOULDER _ BOULDER ' 153 24"TREE I6) 12"MAPLE \ \\ \\ \� \ \\ \ UEL.. - O 149 I / �.. \ \ \ \ \ ^ N Q 152 i2 "TREE 3 24"TREE \ llft 6�, o �66 I w BOU DL' _ _ - \ 6C1 o 14"OAK#16 '4s - - - TBM#10 \ s v - --- / s i 20"MAPLE 20"LO^ c,? � 150 � � _ --- \ I ,\ / � _.. �� V V A i 6+ �iT � A 20"OAK V � � �\ `\v vv A � '`� �`� 152 \`\ ���a� � rna \ t.' 149 v` \ I 1 ` 23"CHERRY �\ � � I �o°j I �j / ," � ' v 1 - REr,aAiL /4 147 _ -+147.5 ,4� ~\1'46 ,+153.1 \\�� 153.5 i\ 1 2o"TREE \'J __�� �� 167 /i 6�/ �i \S4'__ I PARCEL A 4 /\//a// \ i , ,� -147 / 5.4 _ \ / 146.5+ � \ 4 F ,' / \ \ U I \ / 1 �/ i / /%/ \ - - - �- 140.9+ s s \ - _ 6�_ \ N / #435 \ \ !A 2 2 s s a Q 1 / � /� -_ i / // // / y 115194- 0',-0 ^V I a `L I i - \ \�4s / 146.1+ - I / +� -14 \s 4' '3 \ '� 63 ��� ��_� _ _ 16 �1 6- - - /// /i /'// ,O �' 'yl ) J / y\ /`'d�/ ` `� 1 14 CHERRY \ LOT #1 I - \ W LOt\ iZ 9 1 ` \ '2 1\ 6/1 ' / 1/ +160.5 1 Iii = 4�i �s i% / �a/ / `O may' FFE=148.0 I \ L 'As /j1 \ .3�m s FFE-155.0 + \ I \ _ - - \ 1/ � � / ' 44.5/ 144.6+ 144a��,F\ 8 I /���`��0� ��i°� ` /\ LP: \ \ CR o _ _ _ >r \ / / Y / /i\\ \ RETWALLE \/\ FPE=143.0 I. -- -, 1 ,45\ \// \ ,\�. ,A I FPE=150.0 5�`Q► \151. �" �,-156 -r,e..,� /// ,% �, I // /Nv � � +121.5 \FBE= �145�`j I PORCH FBE=146.0 1 6- / � ,�_Is , +155.5 �„� // / 144.3 � \ �\ \ / , �/ 139.0 I 0 - 149 I RET.WALL 144 a - rta$' \ 11 5.15+ \ I2 2 / /, 144.5+ _144- \ ''s I ST ` r / vsR a \ LOT #3 ,-'_ - ( / /'� , x +132.1 / 1 � \ !�\\� \ I / / / A 1 f, SNOW STOR GE 1 I\ 5"APPLE PORCH I O \ i / o•/ 1Q Q / I 64 _ 14 \ \ \ \ I j / I / CV \ N ► fPs \ o� FFE=162.0 +147.1 /� -- 7" LOT #5 ? ✓ I 1 �\ I / `"/ / I' DETENTION BASIN \ \ 1 / -� / 3 m 6� FPE=157.0 I / 147.0+ op LOT #4 / /,, FFE 146.0 I \ \\ / I �,3 ( N WCS#31 . 141.2+1 3 \ 8� a \� S2 X15 I FHE=153.0 I / / I I J cDn - FPE=141.0 \ \ \ \� // /�/i h\ s( \\ = r (OUTLET) so - Iy� \ �V I h L a m FFE-157.0 % FBE-137.0 p� \ \\v _ /i \ 1 HEAD#3C ® -- - �+ f 142 \ S� \ 1s heti FPE=152.0 150 �� - \ �1 �/ // 1 ��I \\ # Y ' j // J ` � \ \ ` � `� ° \\ � _-\ ` f 'ss 158_ -_� I 1 / ZZ FHE=148.0 + r M i \\\ I 142 / NArl- / / I 1 c6#10 �0 ? - - rEPs POR 15 J/ I / / �y 1 1 1�� 1�1/ // - - '"141 �-- -- O% DMH#9 ( \ \ `\\ _1`, �\ 64 _ = /� % - 161 /,k �b;Y _ 1 ' p� I I \ ,'' o L JL fr '1 \��� - - IT. , \ 1+152 153 _ R_� i / I - 62 �' _1s0 \/ - /� '/ t / S�EPS / J 1 - \\ 6= - _ / ,}1 h.a STEPS / _ �' / TBM#4 \ / EARTHEN \ '- -� _ \� N'41 w II C� 1 I } 1' �°� +150. / 1� 1+ '1 16116\0 \ 1 � \158_ -f �'/ /f� / f / �� �°� f �,40��.� �� `�'� CB#27 LB#29 i \ I \ 1 / \ �j C / \\ 62 ----- i -_157�.f i �• / \ \ u �i "pCHECKDAM' \ _ _ \ J a ' �� / / `� ,,�, CB#7 �20'O 7 �9\ \ v ` - ,156- ,i' ��� li 1 I v� \ R� �} _-� -1t ` I - 123.0 A T i �� \ J \\ 1 P , ss �� 'ss � , +HP: ,1; i C8 26 I #401 - - \ 39- s 1 5 - CB#21 - s \ II y I # / W '1 MH#6 �\ � - I X39 `ti' \\ A\\ \ 15 ' �� _ J I ,157 1 \ \ (\ \ \� \ ,1 ,���� _ ARTHEN I �r so \ \ 15 /58 -� _ ) ��1 ICHECKDAM / \ � � /® DMH 23 (20'O.C.) #403 w J 3s I , , , - o --� _ -156 - , -0% 1 \ \ _ I \ LP:1 5.5 A ` h I- _DMH �Q_ 1 1 1 1 I # 136 \`\ \ \ ,� \ \ 156 ��-- - -- n ��155, CIO 10 - 55-� J� 1T -\ J �°'/ MCB#25 I' I \\ y IN, / PORCH 1 I CB#22!�� « A i "��� �I A A #429 �� +147,3 154 / A ���� PORCH \t' a �. \ / 1 FFE=136.71 / \ f ^ f \ -- - n \1S3_ . _ \ \ \ A sJ / I _136 'n / (N 1 �'� 1if' 1 1 / �`� I 3-. i � , LOT #6 + �-= - '� 'v ( ^ 15 \`' y - \ i I I \ 1 +6.5 134.Oy\ 13 I 1431+ 1 1 / PAVED PARKING APf - FFE=144.0 - -142- - ,( \\ 15 \ \ s3\_-- o t-0- \ N�` /- /\/ /// - -137- M� \\ 136.5+ LOT 11 r i I \ 136 +146.4 2 ,- yi 140, LB#4, \ - LOT #7 - 'Sj. o \ o� 1 \` > ,so \ �� # I1j FPE-143.5 / 7 f PORCH LOT U / _ R FFE=142.5 X39 �^� - I so �-„ti PORCH \ ti• \ - - � - �� FFE-142.5 w FPE=137.5 I •� \ X73 \� FBE=135.0 / FFE=149.0 14s - LOT 8 152 1 - - I I �, �o - / w PAVED J CCB#2 � 32- // �3� 1�5 FBE=140.0 6-!11_ I FFE=1�.0 \ 15, 45.2+ PORCH LOT #9 -,4 +138.5 �� _ � 1 ,- BE=133.5 133.0 DRIVEWAY \ ; 1 \ I FPE-137.5 'S F 134 U /- --13a / ) / \� \ \ Ps 1�9 - I I FPE_152.5 �� - % FFE_146.0 -148 138, \ FBE-133.5 132.7 146\ 1 I 129 I PAVED z�\ i / �e / I� _ J I l + I 1 .0 36 ow \\ ' `� 47 cn +150.y FBE 144.0 - 1 0 \ FPE-145.5 �' \ -� DRIVEWAY _ U r 1 / _ \\ \ 139.1+ --t } 1 I - s 147 �' + -- - 133_ -- iA 5� / / �� WALK- 1 7-- . -. S4g ) FBE=137.0 5__ ,1 � , - _ TBM#1 i� 136,, +79. I 13y 1011r 1 �461 I I I I + \ ) f---- }-4- J 146 137 , I + 132. + c> / - -1371 1 \ 'Si . _ \ 3c +1\?. PATIO I I I - 147.0 - S-1aa�- 4s - --- - - 5 5 - t PATIO I d'' I I I _ .A \ 1 l -� -- - - - 137.6 wA�K-ou ,43 -�/-13a- / PATIO --- - se 1 13 - - I ►� v _ 1aa----- 0 / .139' 40, 9E '' 1p4�V - / J 0� y DETENTION BASIN' I ,--_ I I r - _ 1 --_,4 \ WALK-OUT \ 1 \ --143- "PIN + 133. + _ - _ 1 ,a / CURB cur 132 \ FOREBAY 1' // I B 143.1+ - - - 146 __ --- -- - _ - -- - 141 1 f _ _ 0 - EASEMENT 1 1 �, N-, - - -145- - - WALK-OUT - ------t- -� -138 _ PATIO - a�"' - _ 1 140.5+ 140.5+ , ! -,, I \ \1 0.5/ 13_ 29' ( ) / _ \ �- _ , -- - - --_ ��' - PATI - I --- - -,as - - � , p _ X139 ,- _ - _ 1 no �o _ 1 +LP.128.5 �.c�-� _ -_ 4 - - 1 as . 136.5+ - -� - - E 13a 139.6+ WHITE LINE CURB CUT EX.CONC.CIp -130- Z WC$#40 I r I _ _ \ 13 - - \ 138.5 143r ' 13___ � E'.';ALK 2 _ ` 7� - OUTLET w /' \ + -139 , 740_ 142_= t- --- 142 \ PATIO <_ _ -137 136 131- - � _ - _ (OUTLET) \ o�l _ / \ _ ___ rl 1 r' .�3C7 E - __ -_ _ _ _ _- - 142.1 - - � 34 - �1�L _ / 38 131.2 _ ___ 130 1 - - �® I _ - - 133 - �yb y' _ WHITE LINE EX.CONC.SID �� �� - 1_31- - 13 134 - - -- - - - 1 - �'_ ; _ - i EWALK - �.� - 3 _ 37 138 _ 1+5 1 1132 J 125 - -� �_ 134 �� _ - / i 132 , � _ _ / \13516 - - � � ��131 - 131 _ -_ \ - - -130-- - - - - - -- 131 -- WHITE LINE '�, CURB CUT EX.12"D ,,� CONCRETE SIDE WA_ - - _ -- - -- - 130 - - - - - - � _ _ t 127 123 ' 4 / ` .��'-�� N " 129 30LF 4 PERFORATED-- � UTTER LINE OF MEDIgN DRAIN PIPE Q WHITE LINE \ 129 1�6 STRIP INVin=128.0 m INVout=127.0 a - - ----�- - �e 127 , -- p \ - - - - - - ---- � WHITE LINE •2.l w WHITE LINE \ 535LF SILT FENCE (EROSION CONTROL) STOP uGHTO TRAFFIC SIGNAL AT 3 1?S /3 ROAD INTERSECTION WHITE LINE , NORTHBO WHITELI ROUTE 107 NE QHIGHLANDAVENUE WHITE LINE \ w � ` � GUTTER LINE OF MEDIAN STRIP -- TBM#3 J \ \ CD WHITE LINE \ #392 soUTHBoUND WHITE LINEHIGHLAND AVENUE 0 #440- 450 (V I r - � - #402 0 #396 - - - - _ - - -- - I m I #400 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY ILL 1�� LLI ti ENTRANCE TO ���" °F MAS TEAM: �y> 9 AND EGRESS FROM SCOTTIANyy PATROWICZ N o I OWNER/DEVELOPER: D No.CIVIL HIGHLAND PLAZA PAUL FERRAGAMO 9 3 978-977-9801 OF S/p T \ cy ; 419 HIGHLAND AVENUE, SALEM, MA 01970 'O9 T P �� MAP 3• LOT s \, J 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS M ATTORNEY: NO. DATE DESCRIPTION GEORGE ATKINS LU r RONAN, SEGAL, HARRINGTON C 59 FEDERAL STREET, SALEM, MA 01970 z Z (978) 744-0350 X107 g ARCHITECT: DEFINITIVE HARRY ERSEN 0 � GUNDERSENDA ASSOCIATES ;�� 20 CENTRAL STREET, SALEM, MA 01970 Q (978) 744-1000 2 SUB IVISION NOTES SITE ENGINEER: G SCOTT ICZ LAND P.E. EARTHWORK/GRADING `11 , 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE PATROIPICZ LAND DEVELOPMENT ENGINEERING SURVEY CORP., FEBRUARY, 2000. 14 BROWN STREET, SALEM, MA 01970 aEi (978) 836-6400 for C° 2. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW=0.0). FIELD SURVEYOR: 11 RESIDENTIAL LOTS TBM #1: PKNAIL IN SIDEWALK, ELEVATION = 131.68' GAIL SMITH, R.L.S. TBM #2: PKNAIL IN SIDEWALK, ELEVATION = 130.69' NORTH SHORE SURVEY CORPORATION w O TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' 14 BROWN STREET, SALEM, MA 01970 for a site at 0 I TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' (978) 744-4800 a TBM #5: PKNAIL IN CEDAR STREET, ELEVATION = 124.00' # 405 - 427 HAve . Z �� `\ TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION = 161.08' Salem, Massachusetts >� TBM #8: TACK IN STAKE, ELEVATION = 170.09' APPROVAL UNDER SUBDIVISION TBM #9: DRILL HOLE SET IN LEDGE, ELEVATION = 168.04' Date: October 13 2009 TBM #10: SPIKE IN TREE, ELEVATION = 154.41' CONTROL LAW REQUIRED: ' E SALEM PLANNING BOARD PLDE#99-34 Scale: 1" = 20' Sheet 3 of 8 3. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION 0 OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES Land Owner: Paul Ferragamo SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS 419 Highland Avenue, Salem, MA 01970 SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. GRAPHIC SCALE � 4. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL PATROWICZ ca 0- FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE LAND DEVELOPMENT ENGINEERING O20 0 10 20 40 ap . .--- -...__..._... .--- . , - 0 BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO 14 Brown Street, Salem, MA 01970 cn 0 THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE (978) 836-6400 tm ( IN FEET ) / z APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. m 1 inch = 20 ft. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. NORTH SHORE SURVEY CORPORATION 0 I DATE: 14 Brown Street, Salem, MA 01970 (978) 744-4800 c m E 0 U GRASSED BOTTOM DEPRESSION FRAME AND DESIGNED TO SLOW THE STORMWATER 2"DEEP PEASTONE LAYER CROSS COUNTRY SOLID COVER RUNOFF AND ALLOW FOR UNDER PAVEMENT GROUNDWATER RECHARGE �.�'' 4" LOAM AND SEED- WITH OR WITHOUT `, / `_,_r 4"LOAM AND SEED /\ CROSS COUNTRY UNDER PAVEMENT OR APPROVED SLOPE I' FINISHED GRADE RISER SECTION MORTAR CAP ",j\�/\ /1\j\�j�\ 4" LOAM AND SEED SURFACING OR RESURFACING CROSS COUNTRY �� / /�/�/�/� /�/�/�/�/�/ PROTECTION 1 PROTECTION \ / / / / / / / / AS REQUIRED. UNDER PAVEMENT //�//�//�\//�//�//�/�/��,/ � :'.n?,. / / /\ \i \i /////� \/ \/ \/•\/ \/ / \/ \/ \ \/ \/ / \/\/ \/\/ \/ \, \/ \- „ SURFACING OR RESURFACING b., 4„ LOAM AND SEED 0 APPROVED SLOPEI \ \ \ __ 24' 8' COVER / / / � � � � � � � � � � � � � � � � � AS REQUIRED. I °o OR APPROVED SLOPE "� '���.G �11� OPENING \� ��j //\ •.r,+• / / / / / / /. / / / / .�. 6 ° �� a.� PROTECTIONACING 1 ",• .f�\��1. _ - ,, ,, . �, •• a• SPECIAL BORROW / �p ,,;tta ;. ROAD BASE (GRAVEL) ASREQUIRED. RESURFACING II o o - - - ------ --- -- - u i _ o o, SE (GRAVEL) O o G L K "�:.• ___ o ROAD BA / � `+" 6" `� s o+••;•• M �° o - SPECIAL BORROW / o,• (GRAVEL) - ' _ ' , _ o _ ❑ ❑ � � � ❑ ❑ I OUTLET PIPE (CORED - _ - ORDINARY BORROW 0 '�'�.•'a.•',:•. R DO I i oI 111111 III Ip m o o , ❑ (� (� D O (� ❑ - o o �. �. •� �. �. �. ,, .•N, o . �, m t" � o t, \/ o o ° ` O ° ROAD BASE GRAVEL ii I v o ( INTO THE SIDE OF - = v _ v _ v _ o v v COMPACTED IN ao / o ,o.Q ° ° �� U - - - ❑❑ 0 0 ❑❑ ------ MIRAFI FABRIC (ON SIDES ONLY) I _ o _ o_ o 2-FEET MIN. WIDTH >. _ u _ c _ •- O o O ° o O ORDINARY BORROW �p °�'' CL II L _o - - m o 0 , 0 0 0 o m o - MD MAX. LIFTS 0 0 e ° 0 00� / O 1I w ° D TO PREVENT MIGRATING FINES 0 7d ° o ° N __ ___ ____�__ __ ❑❑ 0 0 o o _ _ ' _ v_ Q v v v o v _ o - MDPW M1.01.0 S - p 8 . � ° - � ORDINARY BORROW v o o O 3 X PIPE OUTSIDE DIA. o N FOR THE PURPOSES OF STORMWATER - o _ >_ ' o u u _ ',> - ' � _ ' P _ ' o_ ' � MIRAFI FABRIC � o OR 3'-6° MIN. O co �o o ° Q INLET PIPE (CORED _ - - 1 � � L t, � N � ON SIDES TYPICAL < O ( 0 3 X PIPE OUTSIDE DIA. �o o° v M o 0 INTO THE SIDE OF LB) I ❑❑ � � � D a . D D D D I QUALITY CONTROL, THE OUTLET INVERT _ - o z m o 0 0 0 0 0 o m _ Q 0 O ° o ❑ (] C� 0 O ❑❑ o I WATER TO NFILTRATETINTO THE 0 ALLOW _ n_ ;� p D D , , u v v_ - (TYPE:140N) w 0 Q OR 3'-6" MIN. O MIRAFI FABRIC �O o� OR 3 6 MIN. IDE DIA. _______________ m o o - I 1p w<I V ' u > ❑ ❑ ❑ ❑ ❑ ❑ , - - Q z o " • " 0 3 X PIPE OUTS CRUSHED STONE BEFORE BEING / _ - ° N ° ° > � / 1 _ �- RCP-CLASS V PIPE w �o o° Oho -I 2' MIN �,_, Q I o I z m DISCHARGED TO RECEIVING DRAINAGE - o161 - DURAFILL (PLOWABLE FILL-DIGABLE)_ L, o o , m , Q 1 \ o 0 0 0 ,\ - v I 1 v v v _ v_ \ / 12"MIN. - 2"MIN. 7'� \\ _ O o MIRAFI FABRIC /\ / D '06' DIAMETER . ,_p a -, D �`}� LINES/STRUCTURES. --- o D ? D _ �_ , P \ _ CLDI PIPE I - p ` SPRINGLINE 3"MIN. C, p \ o 0 o v m o 0 0 0 0 0 0 12"MIN. /� - \ / _ PVC SDR35 OR HPDE 0 0 0 o m o 0 0 o o 0 o m v v v I \ / r v " /- _ � G AR L"I IN LED E EA TAT LEAST SPRI_ _I I i I - - - -I -I - -1 S BLAS NGLINE 12 MIN.\ IIII I I I-I I I / _ - - -I I - -I I - - _ � 2- OUNDING ALL SIDES OF THE \\ / I 9"MIN. - _6"MIN 1 I -_ _ \ FEET SURROUNDING -- -J I I I I -III ' \ / \ I =1 - - '-I i-1 I III '- - I-I /h CRUSHED STONE (TO ALLOW FOR _ , + ,' +t+ I SPRINGLINE / - -III FIRM STABLE �, - I- -III - EXFILTRATION). 9"MIN. w' - 6"MIN. -L I I _ - _ a \\\_ ,/i - \ NO MIRAFI FABRIC ON BOTTOM ". + - SUBBASE �/ � -III \ / _ 1. - `� I,/ \ \ � - + + + CRUSHED STONE (3/4") BEDDING i i 1 0' \ IN LEDGE AREAS OVERBLAST AT LEAST / \ 9"MIN. "- -_ _ " + �6"MIN. MIN / - - / 2-FEET SURROUNDING ALL SIDES OF THE \ INSITU SOILS 2"CRUSHED STONE (NOT 2"MINUS) CRUSHED STONE (3/4") BEDDING IN EARTH -1 +' + CRUSHED STONE (TO ALLOW FOR \ \ NOTES: �/ EXFILTRATION)• / NO MIRAFI FABRIC ON BOTTOM 4" PERFORATED PVC IN LEDGE SHEETING \' CRUSHED STONE (3/4") BEDDING SDR 35 PIPE IN EARTH NOTE: AS REQUIRED 1. USE SHEA CONCRETE MODEL DW-3SS (3' SECTIONS) DRY WELL CYLINDRICAL LEACHING IN LEDGE 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE (PIPE SLOPE=SWALE IN EARTH BASIN (STACKABLE) 6' DIAMETER NTH 5" COVER FOR H-20 LOADING (CONSERVATIYE): LONGITUDINAL SLOPE) NOTE: MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING IN_LEDGE 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE REQUIREMENTS. -- 2. USE 2" DIAMETER CRUSHED STONE SURROUNDED WITH MIRIFI FABRIC. MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING NOTE: GRASSED WATER QUALITY SWALE REQUIREMENTS. 2. USE SPECIAL BORROW (MHD M1.02.0) COMPACTED IN 6" LIFTS. 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE 3. FRAME AND COVER TO BE LE BARON LF 246 (FOUR FLANGE SQUARE CATCH BASIN). MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING BRICKS OR A CONCRETE RISER SECTION MAY BE REQUIRED. 3. MORTAR ALL JOINTS OF REINFORCED CONCRETE PIPE (RCP). REQUIREMENTS. 4. THIS LEACHING CHAMBER IS DESIGNED TO EXFILTRATE STORMWATER (ROOF RUNOFF) STORMWATER CONT OL DRAINAGE TRENCH SECTION 2. USE ORDINARY BORROW (MHD MHD M1.01.0) COMPACTED IN 12" LIFTS. R INTO THE GROUND TO RECHARGE THE GROUNDWATER AND REDUCE RUNOFF FLOWING FOR LESS THAN DRAINAGE TRENCH SECTION OFF-SITE. ROOF RUNOFF SHALL R DIRECTED INTO THIS LEACHING CHAMBER BY Not To Scat.: DRAINAGE TRENCH SECTION UNDERGROUND PIPING (FROM THE ROOF LEADERS, DOWNSPOUTS AND GUTTER SYSTEMS). 1 8 !! EARTH COVER FOR EARTH COVER LAYOUT AND CONSTRUCTION OF THIS UNDERGROUND PIPING SHALL BE INSPECTED BY I THE PLDE (DESIGN ENGINEER) PRIOR TO BACKFILLING. FOR EARTH COVER OVER 36 " ' FROM 1 8 !! TO 3699,LEACHING BASIN DETAILNot S�:0 c got To Scale I I / \ ,\/ / I I \ .. \ \\ i I TBM#8 I - - - _ j I I I v � v 1 ,v v vv vvv vv vv V A\ \v, ', oRv�E"P� \ / \ \ \\ \ \ \ \ \ , - - L I" CHAMFER 12" I A mop vvV \\\\ vv A � o A �v vv �1( \ V � \ - W/ CHAIN UNK li v \ 24 TREE �I I \V �2�F0 \ ,V A \ A\v \�\\� �, > ,`\ \ SV V y�7 03 N N ''�IF 1, .. =1 - = ENCE iw \I \ \ ' \ s \ \ 15'CHERRY c rn Z - r \ \ \\ \` �,, � "mea Ngo \ \ \I \` \\ \ \ \ boa c _ � _ V 20"CHERRY 152 21, \ \ \ \ \ ` \ < rn v,a`'' � \ \ � \ \ \ \ \ \ \ \ 1I /' D \\ 3 P r' TBM 1 15 \\ \ \ \ \ \ CO I � I \ \ \\ \ \\ �\ \ \ \\ \ \\ \ \ \ \\ ,\ \ �I 1 I - --- - Q OBOUL- MAPLE \- 14"M \ 12"MAP 42"MAPLE QI\ \\\\\\ \\I \ \ / / 9 ' / / , / \\ \\ \ \\ \ \\ \ \ \ \\ \\ \\ \\ \ \ -i - -=- --- T - --- BOR\\ a \ S U \ I \ - \ \ \ \ \ \ \ \ \ \ \ \ \ -f - 4\MAPLE, / 150 � --- - \ Iss B \ \ y �7� / / ' \ \ ` \ \ \ \ \ \ ` ` \ #3 , SEE PLAN PIPE INVERT z z N 3 REBARS / \ - ld� s4 ' - 7 ` \ \ \ \ \ \ \ \ \ \ T- - ' ' # BOULDER \20" ERRY BO LDER'\ -_ 1 \\ \ 69\ \ / / I \ \ \ \ \\ \ \ ` \ \ \ \ \ \\ \ OC // FOR GRADING I � � • : ' 12" O.C. _ - O - - --- 'ss - - -' 12"MAPLE \ \ \ \ \ \ \ 1. I 3" "TREE \ \ /6, \\ /' \ \ \\ \ \ \\ \` \ \\ \\ DECK N N CLASS „A„ - _ 149 \ - �- 2 _ __ \\ � \ \ __ \ \ \ // \ \ \ \ \ \\\ \ \\\\\\ \ \ \\ \ \ \ \ \ \ o \ \ \ \ 2 _ \ \ \ \ \ \ \ \ �\ n , \ -_ \ -_ is ISB / \\ \\\ \\ \ \ \ \ \\\ \\ \\ \\ �`\ CEMENT 3 24"TREE \ \ \\ \ \ \ \ \ \\ �\ \ N; r e . BOULDER - - - \ EE\ \\ \\ B D \\ \ s� - - \\ \\ \ \ \\\, \\ \ \\ \ \ \ \\ \\ \ \ \ \\\\\\\\. / 15 1TR �' v \ A � I I , /. N ' ^ ONCRETE 0 Q - - _ _ s s n n n •' o n a o n n o s - - 157-- \ \ �� \ - _ _ // / I \ \\ \ \ \ \\ \ \ \ \\ \\ \\ \\ \ \ \ \\ \\ \ \ \ \ \\\\ \\\ ! �! \ -_ 1. N 148_ TBM 10 ` \ OU M \` \ \\ ,Isg\ \ 14"OAK 7/ I \\ \ \ \\\��` \ \ \ \ \ \\ \\ \\\\\ / \ , e , r b - \ \ \ \ _ / 7 \ , \ \ 1 J \ - # \ v Ro V v A v \ V /� _-_1 I -_1 1 -_-_- -I I 2 "M A 2- ST' 15 \ ,---- / \ \ \ \ \ \ \ \ \ \ \\ 3 �\ \ \ \ `_ \ I 1 , \ \ \ \ 5�\ T _ = - ' \ '} OAK I \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \, �� __\ I -I 1-I - I1 I =III=1 �=1 ,.5" CLEAR - - -- - - - ------ ------- --- _ - - -I -I I- �� ___ 1 \ - _ _ - / - - �.� r y\\\ �/ 3"CHERRY i' /NMI/III \\\\'\v r�\' \ \\\ I / / I $ 7 I ` V I`v A ` / -I -I -I -1 - - - \\ 14g\ \ �� \\ \\ \ \\ \ j� / 2 i 6 /' / IIIIIIIIft i �y--�� I \ I \- j i p \ -�I I I ' 3/4' CRUSHED STONE, 6 MIN. DEPTH, -____74 - -147 - _ +147.5 - / / �_� 5 \ _ v �� ,tF - / ��`- ^v ` �vv c v v vv / / FIRM STABLE " i`- / \ MDPW M2.01.2 18 \\ R _ / 1-48_ - II _ - -1 _ - - / / 1 r _- \ - \ �- / / 17 SUBBASE - _ Es.xAL� 1 / - lie / +153.1 i -___ 9. _ - - - / _ 1r / - 1 - \ . �r °' \ \ \ \ \ _ _ _ PARCEL A // / ff \ + 4 �0 T E I / - �� \ �' ---16 j// 162 j//�''" �, .�`� D \ \\ , \\ \\ , \\ \\ /r•. \ _// 146.5 _ 147 . _/ / 145.4 153.5 � / _ �� �� / /i i. \ \ \ / PER GEOTECHNICAL ENGINEER SPECIFICATIONS END ELEVATION � � _ _�_, / / � \ \ \ \ \ \ / / / '11 - - ---, � � 140.9+ � �, 1_ � �� \ r - / l s I / -'-\ \ / 6� _ I _ / /i 152.9 \ / l _ \ \ , I \ / FRONT ELEVATION 14'CHERRY \ s--_ ,46.1+ � + - - / 4s� 1 • { / 6- / _ 1g'1 156- - - - _ / / \�. � - --J ) \ 1 I NOTES: \ 1 \ 6V;�k b, �1 / - -_ � - - �� ��1b`J- // / / � - - 1 �, I \ \ / / / / LP: } � \ 1 \\I e2 3 I -1/16 - / ." X16 _ . 1 4�%i-- 16 // / //// ,;i / ) - -_ _ I '\ / / 1. ALL CONCRETE DIMENSIONS SHOWN HERE l / 53.1 y \ /, - +160. _ �' _ �� -- _ - �2� /- 1 6/ /' 144.6 ,C,-i- - I �`L 6/ / / _ 1 `_ r1 _-�„ �c` 161// .j/�/ / ,r 144.5+ % \ /'� �g �/ , // LP: \ / 153 � - a- CONCREr I I I / o \ - - � -\.,,,' , � /i -�� � �. / / PIPE ARE MINIMUMS. E � I / o� i / - 1.5:1 SLOPE RE WA \ -- _ LOT 1 \ i I f a• I 158 �� � _,� 156 � �� �� � / � / /�� �� I I � ALL MHD STANDARD SPECIFICATIONS FOR WALL s°HIGH 145- X145''', / / PORCH LOT #2 156 / ,_ _1 -_-, _.,_...._.T'=.5--_--_,,. -"�// / / / 144.3+ W y \ \ ,\ ; I I / / / �`1 ,�`LO' V DIA. 2. CONSTRCUTION PER MHD 206.4.0 AND I / / ��L 5 +121.5 CONIC. STEEL HIGHWAYS AND BRIDGES, LATEST EDITION. REr,WALL as I - / LP z s0�,, - 149- �, -'/ / ��, \ �N r \ \� 1 I i / / / f �I D L 144.5+ I I \155.5+ I - , __ / + 32.1 \ / / INFILTRATION III 11� cU.YDS. Les. &° _144- � srE L., / r , i_ \ / _ --- \ LOT #5 Z \� \w\��, 1 1 /( / f /( s"APPLE PORCH I o _ ( \ / .1 / �-- / Z W P \ 1 / / 1 DETENTION BASIN\I \ \ \ /•_ `-/ II 147.0+ f / /: \ N \ \ \ 1 \ 70 12" 5'-6" 1.08 21 7 N 1 � � / � -_ / / \ I // I 1 \ WC #31 __ 4 ,�, I ,�� ,4,.2�� - 48. 74 \, �s�I_ _ / ,,5j LOT 3 I �; I / D / r \ \ - / i I I � 1 .1�\ - 15" 6'-6" 1.34 24 a, `� S � I / \ \ \ // // I \ �L { (OUTLET) 18" 1.61 30 - 7 40 '1*1 � / 150' -5 ( \ \ _ - / I I � \ ` HEAD#30 I 7'-6" _ + - ` \ R s�, -, � \ 1 - I 1 I - I LOT 4 \ 1� \�% \ f -_ LP.141.5 j ) / I 1 - N, � � / J 158 _ I i / z z / + \ \ , 1 MscEP \\ \ \ \\-___ // � I \ �\ \ , - _ / \ 1-1 \ I 21" 8'-6" 1.95 34 ',, \\ d // - ` ��� \ � - _`1 I / , \ 1 \ 3rOy \ \ \ \ � � -� LP:149.5 \ I / \ � � - \ \ 24" 9'-3" 2.16 35 v -142--- 1�2 / /// /' /� ,.I I I / CB#1 S S PO1iCH -15 _ � ' � / / �' `/ ��1_ \ \ \ o \` _ _ -- e,2 / DMH#9 '� I �T _ 6 - / / / ( �.I 0 CH _ _ 1b %� .1 � - I I - - `t \� 1 =` \ _ = - _ / � \ _1- �,-$J 7 /�g� P - � - �C / L8 12_8 - _ I °� - (� 1 0 _i .,,.- 4 /�� I I la STEPS \\ \ 1 / P5 - y \ # " // '/�1c�o / �' I I �� s2. s3 _ _ 5 PORCH // / / _ �-s// / - J f0- rte/,.-,..�, / i i \ I a v � - o --71-;I_,^ / / �N EARTH N \1 �i \ �' # +150. 1 ,1 ) I \ 1 \ I \ // /// / N B#27 \ A //// / �/ // E �O , i / / _�--_ / \ '� .,/ ' / ` iii/ / -- - / y N f 10%1 \ !! o //�1g6 iCB \ CH w9 --- ` ^o / / - � , T �- - LA o N� I 22 0�FOR 1299TO 24 PIPE CULVERT - - I - � -1, I,_-f -- __ __ \, o ----�- - - 123.0 R z _ - _ Not To Scale I ,�9 .1 / / �� °1° \ ``` I :150.3 \I ; / ----� �- � (J\ I I I S / � , \ o " e \ CB#21 \ \ \ I I I CB#26 DMH#6 � I i ' \ `_ \ I \ \ \ \ \ \ \ \ \ RTHEN I 1 - FINISHED GRADEllft13 1 W / ( 3 1 I I \ \ I JCHECKDAM`•., ` �� - a #403 /r, \\ , 6 ' I `� 1 5.5 �Aj - ``� - -�- \ ^moo / MH 20 I I \ ��DMH#23 I(20'O.C.) I _�'� \ --�- 1_ - --�.--- \ i\ U / 1 I r� CB 251011le :i MORTAR CAP / \ I3 ) /- -/_--_- \ N �y.� \ n I I I I al M M # �� \ \\ 1-1 I t, \ s - / / PORCH ' I I I f / \ 4, w.,• -,__ CB 2 ^ d 1z '� „ _�_r, _ �_ / 129\ �� - ` \ \ \\\\ .i' -� .:yam I - _ -- _y - M _ / 3-5 COURSES I / �° 34 �� - - \ �- -A------ T_ --� _,�_.. �f PORCH \ \ \ \ MORTARED BRICKS � , GARAGE / \ �O ^ f � �: �� � +147.3 1` ----- - � � - - - �__-- \ ` , PORCH _ -- \ - - - \- \ I M s \ FFE=136.71 \ \ / / �'� / ------ - �- \ I STEP I ,\\\� 0 1 - OPENING ~._a.. ryO TIES: I 1 FRAME AND GRATE TO ' \\\ \ 1-J4D\ 133. ��, I / +I 143_1+ ( /it \ \ ��, _ \ - -- - - / I / - -137- - ,�I I I I\ I 136. 01\�\I� w O ? SQUARE BE LE BARON LFc4G l / 11 - - - �\ I I / �- - � �- K / / - - I 11 I 1 Ckf ( ) , LOT #6 / \ a v \ 136.5+ w F .. 36-�- ,' � `� -142- - �� � \, `,� (..^.,.,. � •-.,,._1 ' � / � \ \ O T Q w (FOUR FLANGE) +146.4 A 5" MIN.- - 2. CATCH BASIN HOOD TO L I I I-cn N .. .• . ' -135 135 / \ _. / I N PORCH N� �-- -- \ I ,� \ BE LE BARON L202 FOR / \ \ t 1' PORCH f \ \� D 12" AND 15" DIA. PIPE. I PAVED �/ 133-•, / 133- ---\ \ \\ \ I LOT 8 I HP: �° -{�' �' - 3. SET FRAME IN FULL BED DRIVEWAY k J -- .--- _138 _ 13 - / r>� \ / ,- _ \ \\ \ ` LOT # I I �' \ LOT #9 0 'S 1 1 +1 3.0 7 � # PORCH J \ �, I 48"t 1" DIA. OF MORTAR. BRICKS 134___ I V` \ �9 - 132 ��, v vv v v v I I I \ \ �� \ I 129.5 136.0 1. (3-5 COURSES) MAY BE PAVED _ o `\ -_ - CB#2 // - , \ 1 / "~DRAINAGE EAq*ENT ' \ \ , \ \ 138_ +132.7 + \ STEPS y _ ( I \ �' 0 oRIVEwAY , LB#3 ��` � +137.5 139.1+ 13, /� v A v ^ I I V -s cP A z USED FOR GRADE = \ / - N +150.9 o O' \ - N F ADJUSTMENTS. 133 / HEAD#5 1�� - / � I I \I _ ._- _ / cd Wq \ I 1 I f ) \ I 01 6-r I +142.0 I %/ w I STEEL TBM 1 # I ro LK'OU l I of w -- .I� RE-BAR # _--- / CB#1 % \ LP.129.5 \ PATIO / _ - - _ \----- ^ 139.1 T 1 1 I 1 ) I 132.5+ - / 4. MORTAR ALL JOINTS - - � I I 137ti \ + �' -' 13�- � � / I I _ _ _ _ I _ - 5. PROVIDE "V' OPENINGS _ - - _ \ + J 1' + + ) / � 149.0-_, / ' I 132.6 oUT / ,138- / PATIO a Cr iijN ( ) --- FOR PIPES WITH 2" - s PINE off° / l \ 13p\ ` � �� � ' / INFILTRATION I1- _ I N 1 - - R�. 4 WALK-OUT ` _ / ^� - //' 1 \ +7.6 WALK- + / / X139 �1 I I ; > N c 1, TYP HOOD DRAIN CLEARANCE OUTSIDE CURB cur 732- - `1'/ / I \ FOREBAY � DETENTION BASIN PATIO 1 I I ` ` ` ss 143.1+ ,` / _las- - - - - = / - -138- PATIO J / / AO . \ 141 1 0 5+` --- x > p / _ \ --130- - I \ ,\ 145 1 � - - - - - - I / \ WALK-OUT - 9- / 140.5+ I 1" CLEAR PIPE OF PIPE. _ I -�� 130.5/ -12g- -_ _ 46.2+ PATIO -144 ; - 13 L _-- \ t- - - - 138.5 _ _ `__-_ -144--_ ) ; ', 1a3 _ 136.5+ / ° 1 130 - - - I '• I `ka__ + ___--142_143 \ 1/ 142- �� --13` _ 138-- \ J j i / i _ � 11 6. PROVIDE MIN. 0.12 SQ. WHITE CURB cur EX.CONC.SIDE ' Box ' - . _ - - -INC wALK R 7 't +LP 128.5 wcs#4o . - - _ . PATIO i I --- IN STEEL PER FOOT 1 ` - , ~- OUTLET \ \ _ 135- X740__- - ; _ ----4L: _ _ --- - - - i36 ---- - // , ' ,' - �o - - (VERTICAL) AND PLACE - (OUTLET) \ - - - --- - - - _-- - - -- ---- _ - _ - - - - - _ - --- \ ----_ - _ ; / R ° - - - - - - - - ' X 30.96 - - __ _ ,x-It � --__ - 137 _ 138_--- -_ - ` � ` --- - /� _ - - -- -- - -- 32� - 138-- _/-�/_ _ - / J • PER AASHTO M199. - - - -- - _ _ Nvaut=12551 131.2 ° - 130 - - _ \� E __ _ - - 13-----__ _ - � - 142.1 \13 --- _- - -� - I ' _- � ---- 1 �� -- - \` 7. CONSTRUCTION MATERIAL I -ftft- - -_ - - Tom® I - '----- --- - _13 s---__ - - ---__ Citi. 9 _----- ----13 --- -- �� / .,, - � / �� 1 134 5 _ , _ - _ _ - - 1, - _ - _ _ - - ____ - _ _ , - _ _ ° 5 MIN FOR STRUCTURE TO 1! 4 DMX 867 WHITE LIN \ x.-_ Er;,. -- I - ---- '-133- `1 4- - - - - -- ---- --- 371 ------ _ - 3 - . _ - 4 - i� : j� 12 , E -�� - 3 '1 _ 132- __ S _ 5 1 RrM-=132.11 - �_ �_- - -- -------- - __- -- --___-- ---- - - --_- _ i - -- - --- \ - 13 c'-=�! =' __ ' R CONSIST OF CONIC BLO 1 _ 'i _ - _ _ - CK INVtn=122.37 - __--- - -------- 32 ---- - - �� - -- _ 138 _ - _ - _ 131 _ - ----- `_ _= -- -130\ -- _ - _ -_"17_ �/ ---------___ - - - 131 --__ SET IN MORTAR OR PRECAST \ f INvtn=lzb.94(#8888) {� - - - --- --_-_ __ _ _ _ _- - __ _ _ - _ _ __ _ _ _ _ - _- _- - - ---- _ - - - - - - - -- I- - - - - � -- - -- __ INMin=124.74 688s / CURB cur EX.12 D --- ______-- - a __-___- \_ --- , ' _ - -- J-- ___ SOUTH OUTFALL _ 123. 1, CONIC. WITH A 28 DAY (N 1 - - - - - - --- ---- - _---_ - -_- ' - - - __-_ - _ - - --- ----- - 1i - a �_ / 3 - - --- -- - -r= - - , 130 � _._•�--� NORTH OUTFALL - - - - -=- _" 30 --> -- -- - ! ----- ,29 - _ T _____ N INVout=124.34 \ - - -- - -- ' 1 COMPRESSIVE STRENGTH I 30LF 4"PERFORATED � _ -_ -___ -__ - � �_ -- - - __---- - ti� _- 0 1 OF 4000 PSI. GUTTER LINE ofX 1y6ese - DRAIN PIPE x WHITE LINE \1-1 CONCRETE SIDEWALK 129, ;" - ---- - __ - / �� RIY 1,2293 N - MEDIAN STRIP Y .97 INVln=128.0 m RIM 123.59 - 5" MIN.' , . , ---f2 INVin-125.19 , _ ,- J _ _ �• INvovt-120.63% INV{n-122.2, 28, 1,2 ' ' 8. INSTALL 8-FOOT LONG -� a6� VGC GRANITE THROATSTONE � P) INvou,-122.08 INVout=127.0 $ INVout=122.21 ` -- \ \ WHITE LINE `•' - 1 _ AT EACH CATCH BASIN. ���PJ�_ w wHIrE UNE 14 Is , s s o e e s s 1, I L0 -_ -`- Q= -III -a= ---- ---_ Z o 4 -I -� -1 I -1 11 I -1 I -I I -1 I I �� - / - 1 w / \ I \ 124-- , V " \N �f�'D(RCP)_ - _ 4 DMH #18864 __ '_l2 Y `r FIRM STABLE 3/4 CRUSHED STONE, 6" MIN. DEPTH, STOP L _ " ITE INvt,w12 b7(,yses s /4 oSUBBASE MDPW M2.01.2 }� - UNE 1 INVin-121.29016866 \ Q PER GEOTECHNICAL ENGINEER SPECIFICATIONS I� I - 113?--_ _ 1NVin-127.2(1y6s@bj� I0 7 ) NO RTHBO __ ; _ INVin-125.91018886) � \\ D AVENUE R O U T E WHITE LINE " < IJ PJ- -____ INvovt-,24.28 -1 HIG HLAN PRE - CAST DEEP - SUMP 3 \ �D(JWP� CL- --------- 1 o \ ---15"D(RCP),���-_ 1?g. ?6 --- �P�- LIMX #6861 --IAN 1 R1M==124.81 Z ------ INvin=12o.73(#6862) \ -------------------- - \ INvin=118.77016820) WHITE LINE DMH MB@88 ` GUT INVin=118.29(1p8883) . CATCH BASIN DETAIL RIY 192.12 w 1 ___,S•D(RCP)_______ __ __-__-__ � J Q \ CB /6@86 RIM=128.31 5 DMH INVovtsf,8.32 / RrY 50.52 > -� WHITE N � - INVout=121.45 It / \ INMovt-122.91 lNvin=121.58lk - / LINE I \ _00 - \\ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY ISL 14 131, \ LU 0 DRAINAGE STRUCTURES CHART #392 DK yB885 \tH OF M4, `r° NOTE: MATCH ALL RIM ELEVATIONS WITH FINISHED GRADES AS REQUIRED. WHITE LINE \'�o TEAM• o���PscoTT IANs9�y INVIn \ -Z PATROWICZ w 0I) STRUCTURE NO. RIM ELEVATION INVout ELEVATION ELEV. FROM STR.NO. I JUY 1ais2 OWNER/DEVELOPER: f CIVIL -- HIGHLAND AVENUE 0 �JT 419 PAUL IGHLAGAMO O CD CB#1 131.62 128.62 129.0 4"PERF 0 No.33656 � CB#2 131.80 128.80 129.0 4"PERF I \ H B O U N D 978-977H 980D AVENUE, SALEM, MA 01970 'O9��G/ST P __ ��- LE 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS LB#3 132.20 125• 128.34 128.42 cB#2 - ----_ ATTORNEY: rn129.70 LB#4 �- - GEORGE ATKINS NO. DATE DESCRIPTION w LB#4 132.80 129.80 128.80 DMH#6 #396 - - - RONAN, SEGAL, HARRINGTON > HEAD#5 N/A 129.80 129.80 LB#3 t3j, 59 FEDERAL STREET, SALEM, MA 01970 / (978) 744-0350 X107 DMH#6 135.70 131.00 131.80 CB#7 #400 ARCHITECT: Q 131.80 CB#8 EFINITIVE = 131.80 DMH#9 = CB#7 136.00 132.00 133.50 4"PERF GUNDERSENDASSOCIATES p CB#8 136.00 132.00 133.50 4"PERF 20 CENTRAL STREET, SALEM, MA 01970 SUBDIVISION � DMH#9 144.10 139.00 1141.00 CB#11 41.00 CB#1� DRAINAGE PIPE C (978) 744-1000 HART NOTES SITE ENGINEER: LID � NOTE: ALL DRAINAGE PIPES SHOWN ON THIS PLAN SHALL BE PVC SDR35 SCOTT PATRO�PICZ, P.E. STORMWATER M LLJ� CB#10 145.40 141.40 142.00 4"PERF 1: EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE PATRO�PICZ LAND DEVELOPMENT ENGINEERING CB#11 145.40 141.40 142.00 4"PERF UNLESS FINAL EARTH COVER IS LESS THAN 36", THEN CONTRACTOR SHALL 5gG SURVEY CORP., FEBRUARY, 2000. 14 HRO�PN STREET, SALEM, MA 01970 E FOLLOW ABOVE TRENCH DETAILS. DRAINAGE PIPES ARE MEASURED BETWEEN . (978) 836-6400 for DMH#20 146.30 142.00 142.74 CB#21 CENTERS OF DRAINAGE STRUCTURES. �° 142.52 CB#22 2. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLw=o.o). FIELD SURVEYOR: 11 RESIDENTIAL LOTS � FROM STRUCTURE TO STRUCTURE 51.ZE LENGTH(FEET) SLOPE(9o) TBM #1: PKNAIL IN SIDEWALK, ELEVATION = 131.68' U) CB#21 147.10 143.10 144.50 4"PERF CB#1 LB#3 12" 10 2.0 GAIL SMITH, R.L.S. U CB#22 146.70 142.70 144.50 4"PERF CB#2 LB#3 12" 23 2,0 TBM #2: PKNAIL IN SIDEWALK, ELEVATION = 130.69' NORTH SHORE SURVEY CORPORATION � DMH#23 134.00 130.00 130.80 CB#24 LB#4 LB#3 12" 5 2.0 TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' 14 BROWN STREET, SALEM, MA 01970 for O Site at O 130.80 CB#25 TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' (978) 744-4800 � 131.00 DMH#20 LB#3 HEAD#5 12" 8 2.0 0 In CB#7 DMH 12" 38 5.8 TBM #5: PKNAIL IN CEDAR STREET, ELEVATION = 124.00' # 405 - 427 Highland Ave . z CB#24 134.00 131.00 131.50 4"PERF CB#7 DMH#6 12" 10 2.0 Z TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' Q CB#25 134.00 131.00 131.50 4"PERF CB#8 DMH#6 12" 10 2.0 M CB#26 124.20 121.20 122.00 4"PERF DMH#9 DMH#6 12" 82 8•8 TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION = 161.08' Salem, Massachusetts M CB#27 124.20 121.20 N/A N/A CB#10 DMH#9 12" 18 2.2 TBM #8: TACK IN STAKE, ELEVATION = 170.09' APPROVAL UNDER SUBDIVISION 0 CB#11 DMH#9 12" 18 2.2 TBM #9: DRILL HOLE SET IN LEDGE, ELEVATION = 168.04' Date: October 13, 2009 LB#28 125.40 122.70 122.20 DMH#23 TBM #10: SPIKE IN TREE, ELEVATION = 154.41' CONTROL LAW RE UIRED: � 122.70 4'PERF CB#21 DMH#20 12" 18 2.0 PLDE#99-34 Scale: 1" = 20' Sheet 4 of 8 E CB#22 DMH#20 12" 9 2.0 SALEM PLANNING BOARD U LB#29 124.50 122.00 122.50 LB#28 DMH#20 DMH#23 12" 125 8.8 3. THIS PLAN 15 IN IENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION 0 121.10 CB#27 CB#25 DMH#23 12" 5 4.0 OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES Land Owner: Paul Ferragamo >, 120.94 CB#26 CB#24 DMH#23 12" 10 2.0 SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS 419 Highland Avenue, Salem, MA 01970 DMH#23 LB#28 12" 95 8.2 b N HEAD#30 N/A 121.80 121.80 LB#29 LB#28 LB#29 12" ,p 2 0 SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. 3 CB#26 LB#29 12" 26 ,.o PATROWICZ WCS#31 123.00 121.20 121.20 4"PERF CB#27 LB#29 12" 3 3.0 GRAPHIC SCALE 4. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL ac. 122.00 6"ORIFACE LB#29 HEAD#30 12" 5 2.0 20 0 10 20 40 80 FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE LAND DEVELOPMENT ENGINEERING CB#6862 122.93(EX) 120.63 EX 121.00 WCS 31 WCS#4o CR#6865 1211(EXj 15(EX) 5.2 rn ( ) # WCS#31*** CB#6862 8"CLDI 136 0.42 BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANEES TO 14 Brown Street, Salem, MA 01970 U) WCS#40 130.50 126.30 129.00 6"ORIFACE ***NOTE THIS 8"D CONNECT10N REQUIRES MHD APPROVAL THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE (978) 836-6400 126.50 4"PERF ( IN FEET ) APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. I 1 inch = 20 ft. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. NORTH SHORE SURVEY CORPORATION C0 CB#6865 129.53(EX) 125.51(EX) 125.51(EX) WCS#40 14 Brown Street, Salem, MA 01970 C: DATE' (978) 744-4800 C N E U O 0 U _ BARIVESC, CLE - \ # \ \� #22 A I , #12 #14171 U 1 #18 #20 #5 \ \ 4 P� #6 I - / #3 \ i - - I \ � 2 EXISTING VEGETATION TO REMAIN AS IS - - dW ap Tftftmo EXISTING VEGETATION TO REMAIN AS IS / ' X,SVAG \\ #435 LOT #1 LOT i #2 FFE=148.0 FPE=150.0 FPE=143.0 FBE=146.0 # FBE=139.0 PORCH LOT 3 INVout= j" PARCEL A ` PORCH 144.10 FFE_162.0 # SNOW STORAGE INVout= FPE-157.0 LOT 5 135.60 '� 3 FBE-153.0 LOT #4 FFE=146.0 �/ DETENTION BASIN WCS 31 '`.\1 L.P. ' - I FFE=157.0 FPE=141.0 (OU ET) CB 10 + s0 �� INVout= FPE=152.0 (FINAL ® C� BEND # J �o FBE=137.0 HYDRANT (FIN LOCATION BY / '\ � �� r� ++ ` ENV.ONE FBE=148.0 LOCATION TO BE LGHTING HEAD#30 C= • �b�' PORCH LANDSCAPING: ENV.ONE OTHERS) SEE DETAIL A •off oo��' DMH#9 �° ° PLANT 11 TREES EJECTOR PUMP EJECTOR PORCH DETERMINED BY FIRE) LB 28 I WITHIN THE 3-FOOT ' (INSIDE PUMP I PROTECTION OFFICER # \ y WIDE GRASS STRIP BASEMENT) PORCH i (INSIDE 50LF 1.5"S PV SCH80 v 0�3 10S (SEE DETAIL) f BASEMENT LB 29 9LF 8' � )) (FM LATERAL) CB#27 # \ BEND 5 P CB#11 C 8'W SO 50LF 1.5"S PVC SCH80 � �� y 1 INVin= S 5)-� R ^._ INVin= (FM LATERAL) SO 138.10 - 142.00 -,� �� �� � - - - ++ ___ - 3 - W #7 I � +,,HIM 141.5 --------- SO r� - 1 M CB#24 - �% CB#26 '\\ #401 MH / SMH#3 INVin= SMH#4� 8»w # $ W - i 143.82 - �- 705LF 8"W(CLDI) /\ - / � SMH#2 RIM=142.60 RIM=150.15 1 � _ - f �------'---"- ` q CHIM=147.5 BEND /170LF COMMON SEWER FORCE MAI ,� SJrH /1718 � fRIM=137.60 INVin=135.20 i3` S INVin=145.15(FM) ---� � DMH s �' RIY122.28 #403 W i - s ` SIZED,SPEC BY ENV.ONE �-• #23 \ qqI INVin=130.78 INVout=134.70 I ® < INVout-144.15 - .�' - INVin'114.20 I N Vou t-130.28 � 6,4 3 /��----�-- � \ �CB#25 SO ® 1 S � DMH 20 � 73L096� � INVout=114.14 � # � \ � � MIN _ #429 I � A INVin= PORCH (® CB#22 :- \ � \ � -----� 0 -_; '}y, i � \ 130.16 �' -------- � -- c)__ ------� ' PORCH 581 =1-' 2.16 I- PORCH _� SQ - ---- ` \ ------4"S( i CHIM-1.3 P�' LOT #6 I %S1 � ° 2gCF INVout= ® 3O6 S INVout= FFE=144.0 138.83 LOT #7 I ®'o tt \\ 50LF ` \ 1 LOT #11 I FPE=143.5 -� PORCH 50LF 1.5"S-\ PVC PORCH LOT #10 FFE=142.5 / ��� ) 129.31 FBE=135.0 FFE=149.0 LOT 8 I PVC �� „ SCH80 FFE=142.5 FPE=137.5 FPE=148.5 INVout= - # SCH80 PORCH (FM �- 0 ENV.ONE - FBE=INVin=128.44 FBE=140.0 142.77 FFE-153.0 (FM LOT #9 EJECTOR FPE-137.5 E 133.5 /n LATER � LB#4 � I FPE=152.5 LATERAL) ENV.ONE FFE=146.0 � PUMP FBE-133.5 / / SLB#3 /j - - FBE=144.0 EJECTPUMP OR FPE=145.5 (INSIDE - _ (PVC SDR35) / I /HEAD#5 �\ PATIO / I (INSIDE FBE=137.0 I BASEMENT) ` fi v FOREBAY / PATIO BASEMENT) I it PATIO ® 1.0� - LP _ r //BEND ��^0 SMH#1 �� DETENTION BA N = i PATIO i '* - . I CB#1 RIM=131.44 EASEMENT �_ •., ........... ............ . � 111 � INVin=126.56 ( I INVout=126.06 "-- __ _ „oHW __ I �' PATIO 30LF qz = WCS#40� �� .... ` DRAIN PIP ERFORq T'E'D TMx ` set +_---- - E (OUTLET) PATIO RrY 1so.s6 � ------ --- - _ / ~ VEGETATION � ...OWN INVout=126.31 - -N____-- 4 5 _� ® EXISTING S G j SMtz #3856ee Dain---- -� I TOI REMAiN AST S i 10 i ....... .. RIM�131.40 `. _ - ---- INVi+R=125.05 - ` Is P...... .,. INVtn.+r126.24(FY) Td EXISTING VEGETATION TO REMAIN AS IS �- " "' _____________ ------ ------------- r(uc _ I INVovti124.99 \ ) -�_ 2"D Il j.. 1... _ INVin=i 25.55 ----- ......EX.1 JJ -----------_ _ b =- -�� �- ��� -� -- ...... ...............pHW.,,................ .. •• f IIC �c + �_ -- Z DYX #8868 - _ �� awls ww�llwlw �� CB #6862 TaL(f1G) Arm-tsf.97 - CB #8886 *............................................................I............................ L.P , / rs---- -� _..................OHW....................................................... RIM=122.9 ----12 INVout=10.63 12 D(RCP) _- �� INVin=126.19 Td1((!CJ�------------- -129.53 INVin-125.51 L.P. I i- -- \ INVout=12S.OB �_�_____--- aaCl°J;�--�____ \ -- �- --------4"Sews ' TMH TMH------- TdL((!C s Main------------------- I i i TMH DMH #6867 - - - - _ _ \ - - -- - _ _ ----*-------------------------- I y( )---- RIM= SMH 123.62 RIY 132.11 4 -._•_ _ _ _ _ o �� )�-_- __ . w DMX #8864 - _ - --------------------------- ------------------------------------------------------------ I ____TB INVin=111.08 vc tib, ► '•. 1�DYRCP � ��- '• - RIY-123.62 JUM-13 .11 s TSdCV __ I RIY 190.73 _ --------------------------------1--------------------------------------------------- Rt b ' INVin-124.57 865 -�* - - / ! INVout=113.88 INVin=126.93(#6888) ylc - - _ - b �' -- ' - (#6 ) I _�_� -------------*------ I ---------------------------------- 11Wir�124.29(#6B88) - l -------------------4"SsvNr Foroe Main---------------'--------1------ INvin-124.74(#eeee) � - -. _ �_--- I ---------------------------- INVout=1$4.94 - -._._._ -- _- _ i Il.'Vin=127.13(#6885) ----I- i ----------- ------------------------------------------ 0 NORTHBOUND 16"�;iooaINVinf126-9f -- P -/ aPPT°x.lo - _._ _ 16 pir�CP)�-_ INVout=124.2888tijwn) ROUTE_- IGH LAND AVENUE _ )-.�- DMH 861 _ - - 24.81 DMH #6888 _ _--____-- _--- RIJ1 -120. - - -Arm-132.15 -._. y �r INVin-120 6 - - rNVin=118.77(#Beso) \ CB #6886 - - - -•......_ DMH #6863 _ _ _ RIM=128.31 i 1 INVout�12b.91 _ INVin-121.68 ------ ----------- - \ .-._._._.-.-•- I 145 - -- _ --- - - _ �C DI M #392 L.P.* /ari DMH #6885\ RIM=131.61 HIGHLAND AVEN UE s o UTHBOUND O'� ` �\ ;1 CB #8861 Q EMX RIM-126.19 126.19 -P'� � I �`. �• RIM=131.32 #440- 450 CJ ` b CV #402 ' SYH #3432 i � RIM=131.75 T � \ JNYin=f26.38 L.P. -_ _ - � �; INVout=126.37 #396 �-- '- - _ _ � •� ------ - - 0 ------------ > ; ,�, - I M %� i' TP. #400 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY U) LL1 ENTRANCE TO a \N OF Mq�9 s AND EGRESS FROM TEAM. Z SCOTT IAN �yU, 3 I O M OWNER DEVELOPER: M PATCOWICZ y q HIGHLAND PLAZAIVIL 9 No 33656 PAUL FERRAGAMO m 419 HIGHLAND AVENUE, SALEM, MA 01970 A P 3 978-977-9801 9(J'`-y T "X161/09 REVISED PFR PLANNING BOARD COMMENTS ATTORNEY: N0. DATE DESCRIPTION GEORGE ATKINS RONAN, SEGAL, HARRINGTON > i 59 FEDERAL STREET, SALEM, MA 01970 Q I1 � (978) 744-0350 X107 z i NOTES ARCHITECT: EFINITIVE !, 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP., FEBRUARY, 2000. HARRY GUNDERSEN - / GUNDERSEN ASSOCIATES 1 2. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES (9 CENTRAL STREET, SALEM, MA 01970 0 (978) 744-1000 Q J SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR SUB IVISION (D f TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES SITE ENGINEER: *LP I BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. PATROI+PICZRLAND 7DEVELOPMENT ENGINEERING UTILITIES & LANDSSCOTT ILLCAPING �' ^ 14 BROWN STREET, SALEM, MA 01970 l� 3. ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL PERMITS, LOCAL AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY (978) 836-8400 for OF SALEM DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FIELD SURVEYOR: M `r ! 4. IF EXISTING UTILITY SERVICES ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL GAIL SMITH, R.L.S. 11 RESIDENTIAL LOTS I- O INSPECTED BY TV. IF THE SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED), IT SHALL BE FIXED AS PART OF THE UTILITIES PERMIT. NORTH SHORE SURVEY CORPORATION w I 14 BROWN STREET, SALEM, MA 01970 for a site a t 0 i ; 5. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED. (978) 744-4800 0 / Q # 405 - 427 Highland Ave . Z ! 2 6. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES Q i SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. Salem, Massachusetts 7. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR INSPECTIONAL SERVICES, THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR APPROVAL UNDER SUBDIVISION Date: October 13, 2009 y ! REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. CONTROL LAW REQUIRED: SALEM PLANNING BOARD PLDE#99-34 scale: 1" = 20' sheet 5 of 8 i E , 0 8. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE LINE IS p° r SIZED BY JOHN BECKETT. Land Owner: Paul Ferragamo N / LP. 9. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING INSPECTOR AND/OR CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION 419 Highland Avenue, Salem, MA 01970 U 3 FOR THE PROPOSED USE OF THE BUILDING. THE EXISTING AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES. GRAPHIC SCALE I PATROWICZ 0 20 0 1 0 20 40 >!$ 10. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE LAND DEVELOPMENT ENGINEERING 0 BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE 14 Brown Street, Salem, MA 01970 rn APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICA110NS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. (978) 836-6400 ( IN FEET ) NORTH SHORE SURVEY CORPORATION 1 inch = 20 ft. I 14 Brown Street, Salem, MA 01970 _0 ATE: (978) 744-4800 c0 c O E 7 _T U O U �1 59C, LOT #2 109LF 8"S (PVC SDR35) 0 8.21% SMH#4 i LOT #1 / STA.2+66.0 RIM=150.15 i 14,3 INVin=144.65(FM) 50LF 8"S (PVC SDR35) ® 7.84% INVout=144.15 p / PARCEL A SMH#2I /, ` LO�+ #3 COMMON SEWER FORCE MAIN STA.1+05.8 �a� ^ / 5-FEET MIN. COVER RIM=137.60 - 1 ��� - - #� O \ LOT #5J�N340-E INVin=130.78 *^INVout=130.28 i H. URM {� > > LOT 4 o\ '40, _ � � '9 H.GURVE �!2 � , _V, \ 4� -}--_ r123.0 IL 0 0g E \ - H.CURW #3�6c.,+ � 6 - \ ) MATCH EXISTING � A 5 _ t , \ �-. 3, I'2 \ 1 � GUTTER GRADE X36 \ 3s_ s {�► -� 'Ss ` \ \ \ \ - $ \ } 33'0 1� SMH#3 N 1 0.3� - 15� 1 \ \ \ - f \ / Z / \ \ STA.1+56.3 of so \ _ I ,� RIM=142.60 I t \ \ s� 0.. - ` 15b -' - I `� ( 1 1�y INVin=135.20 g INVout=134.70 a" / / 2 \ I / i 155 ^ _155-'- v N M �- . ,`\^ \ / LOT #7co \ M _ LOT #11 I` s� LOT #6 \ \ = L + 93LF 8"S (PVC SDR35) ® 4.0% i 13 LOT #8 v LOT #10 SMH#1 ,�� ,ao- LOT #9 \' \ STA.0+12.2 RIM=131.44 / \ INVin=126.56 \ 3e _ \ (0*sal \ i INVout=126.06 / 3 2 13j Cv PLAN HORIZONTAL CURVE TABLE 136 =^� CURVE LENGTH RADIUS TANGENT CHORD DELTA HORIZONTAL SCALE: 1" = 20' _ 1 C1 142.47 100.00 86.36 130.72 81'37'37' e"PiNE5� C2 316.39 615,00 161.78 312:91 29'28'35' NOTES _ X34 C3 48.83 200.00 24.53 48.70 13°59'15' J .eox 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE = Ex.CONC.SIDEWALK SURVEY CORP., FEBRUARY, 2000. 2 ---00 /,/ L� 41100,000ft GRAPHIC SCALE 131.2 p 2. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION I1IC;HLA1VDMATCH EXISTING - 20 0 1a 20 40 80 OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES GUTTER GRADEAVEIVUE SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. ( IN FEET ) (Rou, 1 inch = 20 ft. 3. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL TE _ 107) FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE NO BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO RT HBOUND THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE )APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS, PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. CREST VERTICAL CURVE LENGTH (L) = 172.0' SAFE STOPPING SIGHT DISTANCE (S) = 125' A = 20% H = 4.3' ELEVATI❑N 160:0 ELEVATION 160.0 �•- - - PVI ELEV=154:6 � ELE VATI❑N 152:0 G1 = +10% � G2 = -10% � ELEVATION 152:0 � FINISHED CENTERLINE ROAD PROFILE � CREST i � - - - . - - � EXISTING GRADE (ALONG PROPOSED ROAD CENTERLINE) ELEV=150:3 PVC PVT \ SAG VERTICAL CURVE LENGTH (L) = 80' vii \ A = -8% ELEVATION 144,0 ELEVATION 144.0 �.� \� M = 0.8' SAG VERTICAL CURVE LENGTH CL) = 106.62' 1 - -. - - � �� COMMON SEWER FORCE MAIN APER SgAXIMUM \ � _ r A = 8% - - SEM SUB N'rCR, M 1,06� . .- - - - - - - -.- - - - - + - ,, % PVT % KION € GRADE [ / N _.o-� ULE SFC N TION 6:0 IV A 3 r \ ELEVATION 13 ^ �n VL � ELEVATION 136:0 _ G2 +10% y r PVI = � PVC GI = +2% cn � \� \� ;6 FI FVATI❑N 128:0 w I PVC \ N ELEVATION 128:0 f- TO EXISTING I SMH#3856 \ PVT - y CD D G1 = -10% G2 = -2% - - - -� Q r- �0 0 � w PVI pp o H� a �D �D +in CD ON r_ Ill v a a N ELEVATION 120.0 ELEVATION 120:0 � o� � a �4 i. o � � + � CD.• H J Q y > > N M > +~ �+ II + fl Q W W Q ¢ W Q Vl Q W > Ifs Vl W y L j 0 W C6 W N H H W H J ¢ -1 H J MW �, W Vl W U U > > H > U > '•'a W H ~ U d 4 t1 ELEVATI❑N 112,0 CL ELEVATION 112:0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 ROAD PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 8' 0 N a. (D M 'V CD CD N N 41' WIDE RIGHT OF WAY d, 3 a z O p 3.5' WIDE GRASS STRIP (INCLUDES SGE) m PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY ILL� PLANTED STREET TREE LL!Q FLOWERING PEAR (TYPICAL) } (SEE DETAIL) TEAM• 'FQ��N OF A44,,qo 3 3 0Q' SCOTT IAN yG CD z _ - 24' WIDE ROADWAY o W OWNER/DEVELOPER: PATROWICZ m PAUL FERRAGAMO CIVIL m F" CD z vA 419 HIGHLAND AVENUE, SALEM, MA 01970 -9N o 3 978-977-9801 C/ T 3.5' WIDE GRASS STRIP � '` \ 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS I (INCLUDES SGE) ATTORNEY: N0. DATE DESCRIPTION a? _ 5' WIDE SIDEWALK 5' WIDE SIDEWALK GEORGE ATKINS _ STORMWATER QUALITY '�� RONAN, SEGAL, HARRINGTON Q 1.0" BIT. CONC. BASE GRASSED SWALE TO ALLOW 59 FEDERAL STREET, SALEM, MA 01970 COURSE TYPE I-1 FOR EXFILTRATION INTO THE 1.0" BIT. CONC. BASE (978) 744-0350 X107 Z CRUSHED STONE BED COURSE TYPE I-1 3 THEREBY DETAINING RUNOFF ARCHITECT: 3:1 MAX 1 COURSE TYPE CONC'I BASE (SEE DETAIL) 1.5" BIT. CONC. FINISH COURSE TYPE 1-1 1.5" BIT. CONC. BASE HARRY GUNDERSEN DEFINITIVE = PITCH 4" LOAM & SEED I 2.5" BIT. CONC. BASE COURSE TYPE I-1 COURSE TYPE 1-1 GUNDERSEN ASSOCIATES O TO MEET 2% � EXISTING _ -� 2% _1�4"/FT. 1/4"/FT. 2� 2X 3 20 CENTRAL 2% 1 (97 ) 744-1000 REET, SALEM, MA 01970 Q GRADE � � 3:1 MAX _ PITCH SUBDIVISION Q - \ \ \ _\ \ \ FOIMEET ST NG SITE ENGINEER: NG INE ER: � 3 O o 0 0 - O po / o o D D _ o_ 4 00 I O o 1 - o o = - GRADE PATROWICZ LAND DEVELOPMENT ENGINEERING o � � _ 0 0 0 600 0 , _ �� o ROAD PROFILE - 44 0 ,J o a - o 0 0 & CROSS SECTION qprl - = -OU 0 za"rvP. - O O - > "" 0 14 BROWN STREET, SALEM, MA 01970 , oo 00 O o0 rp -- :•.L`.i•'I: 'I,='.:...,...'.. ... :.: _ �5?- -- 00 - - (978) 836-6400 for - - _ D _ D_ o - 12' MIN. COMPACTED - 8 GRAVEL BASE FIELD SURVEYOR: -" =� �= =_ =� �_ _� =� ' Z GAIL SMITH, R.L.S. 11 RESIDENTIAL LOTS _ _ (TWO LIFTS 95%) a SLOPE GRANITE EDGING (SGE) 8" MIN. COMPACTED = = I = n ~ GRAVEL BASE "' -I BOTH SIDES OF ROADWAY 8" MIN. COMPACTED N TH S STREET SALEM 01970 for a site at U - NORTH SHORE SURVEY CORPORATION -IIS t - 1 GRAVEL BASE O 000 12"DRAIN O (978) 744-4800 LINE 0 GAS # 405 - 427 Highland Ave , 2"CRUSHED STONE (NOT 2"MINUS) - Ci m J w Q z UJQ Q wvH l t t DEPTH DETERMINED O- -O Salem, Massachusetts ro BY RESPECTIVE APPROVAL UNDER SUBDIVISION p UTILITY COMPANIES 8"WATER 8"SEWER MAIN AIN Date: October 13, 2009 CLDI PVC SDR35 CONTROL LAW REQUIRED: PLDE 99-34 Scale: 1" _ U SALEM PLANNING BOARD # 20 Sheet 6 of 8 Land Owner: Paul Ferragamo 2 ROAD CROSS - SECTION FOR A MINOR RESIDENTIAL STREET SALEM 419 Highland Avenue, Salem, MA 01970 3 ° PATROWICZ o LAND DEVELOPMENT ENGINEERING U 14 Brown Street, Salem, MA 01970 m (978) 836-6400 NORTH SHORE SURVEY CORPORATION 14 Brown Street, Salem, MA 01970 c0 DATE: (978) 744-4800 c a) E U O U 2.5'MIN UNDISTURBED SAWCUT EDGES UNDISTURBED 11 EXISTING PAVEMEN EXISTING PAVEMENT SITE PLAN NOTES SHORT TERM PLANNED ," MIN. BIT. CONC. - RESURFACING DEMOLITION SEDIMENTATION & EROSION CONTROL MEASURES STREET TREE LOCATION SHOWN 3" MIN. BIT CQNC. ON PLAN) 3.5 CALIPER(TYP) WHEN PLANTED LAID IN 2 COURSE (11.5-EACH) ALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. PER TOWN REQUIREMENTS EXISTING TOP PROPOSED SITE UTILITIES DURING CONSTRUCTION o CO EXISTING THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY OTHERS AND SHALL BE CONSTRUCTED PER THE MOST BLACK REINFORCED p o W RUBBER HOSE EXISTING BINDER RECENT LOCAL AND STATE BUILDING CODES. (PER FEDERAL NPDES CONSTRUCTION RELATED REQUIREMENTS AND DEPS STORMWATER MANAGEMENT POLICY VOLUME II) o . O o�„ �?: COURSE GRAVEL _ _ • a TWO STRANDS OF #18 1- `� APPLY UNDERGROUND CONDUITS SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS THE FOLLOWING REQUIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION TO CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN N GUAGE TWISTED 6"MIN i b _� I I_ TACK COAT ON THESE PLANS DO NOT SHOW ALL UTILITY LINES (AND/OR ) 1. OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY'S (EPA's) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT PROGRAM FOR STORMWATER w 24"MIN. STEEL WIRE -- 0 � 6"MIN SAWED EDGES THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS DISCHARGES FROM CONSTRUCTION SITES (AS LAST REVISED TO TAKE EFFECT OCTOBER 31, 1998). THE FOLLOWING SEDIMENTATION AND EROSION CONTROLS SHALL BE EMPLOYED TO MINIMIZE w 18" GRAVEL SUBBASE _ � 1 OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE ASSUMES NO RESPONSIBILITY (OR LIABILITY) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EROSION (AND TRANSPORT OF SEDIMENT) DOWN-GRADIENT TO ABUTTING CITY STREETS DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE PROJECT. THE FOLLOWING EROSION 2" x 2" SPRUCE POST COMPACTED 98% = p Q EXCAVATION/CONSTRUCTION. CONTROL MEASURES SHALL BE EMPLOYED (AND PROPERLY MAINTAINED DURING CONSTRUCTION): UNPAINTED 7 HIGH MHD M1.03.0 TYPE B - TRENCH W" DTH THREE REQUIRED PER TREE NO STONES OVER 3"DIA. I . ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, CITY •� 18.. MIN O 1. STRAW WATTLES: TO MINIMIZE SHEET EROSION STRAW WATTLES WILL BE PLACED TO TRAP SEDIMENT TRANSPORTED BY RUNOFF BEFORE IT REACHES THE EXISTING DRAINAGE SYSTEM OR TREE WRAP TO -I PUBLIC WORKS DRAIN LAYERS MANUAL, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION LEAVES THE CONSTRUCTION SITE. WATTLES (8 TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BLACK PLASTIC NETTING) WILL BE SET AT LEAST FOUR (4) INCHES INTO THE z FIRST BRANCH 0; 0 0 SUITABLE PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (OR REPAIRED) UTILITY LINES ARE SUBJECT TO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF. WATTLES SHALL BE PLACED ON ANY DISTURBED SLOPE (THAT WILL REMAIN UN-ALTERED FOR MORE THAN SEVEN DAYS). d :. COMPACTED APPROVAL FROM THE CITY. 2.5 CALIPER PLANT AT SAME DEPTH AS WAS _ d BACKFILL WATTLES SHALL BE PLACED EVERY 20-FEET DOWN SLOPE SO THAT THE WATERSHED FOR EACH WATTLE LINE IS ONLY 20-FEET WIDE. WATTLES SHALL BE INSTALLED PERPENDICULAR TO o " PREVIOUSLY GROWN (OR W/IN � SEE TRENCH WATER FLOW. THE WATTLES SHALL BE STAKED WITH WOODEN POSTS (1.5-INCH SQUARE) 4-FEET ON CENTER. �- ONE INCH BELOW MAX.) I I I ' '- DETAIL IF EXISTING UTILITY SERVICES (AND/OR MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. iv 2. SILT FENCING: USE A SILT FENCE (DETAIL SHOWN ON THIS PLAN) AT THE DOWN-GRADIENT PROPERTY LINE (ALONG THE HIGHLAND AVENUE SIDEWALK). THIS SEMI-PERMEABLE BARRIER � 2" CEDAR BARK MULCH THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED. MADE OF SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE. THE SILT FENCE BARRIER SHALL BE DUG INTO THE / NOTE: PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. GROUND AT LEAST FOUR (4) INCHES AND BE HELD UPRIGHT WITH WOODEN STAKES SPACED TEN (10) FEET APART (MAXIMUM). THE SMALL SPOIL PILE SHALL BE PLACED ON THE Zz SLOPE TO FORM DISH TO THESE PLANS ARE INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN. THE ACTUAL UP-GRADIENT SIDE OF THE SILT FENCE. THE WOODEN STAKES 1.5-INCH SQUARE) SHALL BE DRIVEN INTO THE GROUND AT LEAST EIGHT (8) INCHES. THE SILT FENCE SHALL BE FIRMLY , CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT SHOWN ON THESE PLANS, REQUIRE THEIR HELD TO THE WOODEN STAKE WITH MANY CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE. THE SILT FENCES AND HAY BALE BARRIERS WILL BE REPLACED AS DETERMINED BYto CONTAIN WATER PERMANENT PAVEMENT PATCH OWN SEPARATE APPROVALS. PERIODIC FIELD INSPECTIONS. - /THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY (TOWN) DPW AND/OR CITY (TOWN ENGINEERING DEPT. FOR INSPECTIONAL SERVIDE9. THE SITE CONTRACTOR UNTIE AND ROLL BACK BURLAP Not To Scale TIL ) 3. CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH HAY BALE BARRIERS (WHERE APPROPRIATE) AND/OR SILT SACKS THROUGHOUT FROM TOR 1/3 0F SOOT ®ALL SHALL COORDINATE WILL EACH RESPECTIVE CITY (TOWN) DEPT. FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY (TOWN) SPECIFICATIONS FOR THE USE OF EACH CONSTRUCTION. MOUND AROUND EDGE OF PIT 4" LOAM AND SEED PROPOSED UTILITY ON-LINE. 4. GRAVEL AND CONSTRUCTION ENTRANCE/EXIT: A TEMPORARY ENTRANCE/EXIT WILL BE CONSTRUCTED OF A SIX (6) INCH THICK (MINIMUM) BED OF 2 TO 3-INCH WASHED CRUSHED STONE 77\77 � PRIOR TO WORKING (ON-SITE AND/OR INSIDE THE ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR PLACED ATA 2% GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. A CROSS-SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN I I iv FINISH GRADE (SEE PLAN FOR a \\ \\/ / /j SURFACE TREATMENT /�/�� SHALL CONTACT DIG-SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION WORK. INLET OR TEMPORARY SETTLING AREA. IF DEEMED NECESSARY, AFTER CONSTRUCTION BEGINS, A WASH PAD MAY BE INCLUDED TO WASH OFF VEHICLE WHEELS BEFORE LEAVING THE � ) BIT. CONC. PROJECT SITE. W AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN BINDER COURSE 6 DIAMETER HOLE DUG ORDER TO COMPLY WITH LOCAL STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE 5. DIVERSION CHANNELS: DIVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO EITHER SEDIMENTATION BASINS OR PROTECTED CATCH , . FOR ROOT BALL AND BIT. CQNC. kI TAMPED BACKFILL MIXTURE �~ `' ,".r•• z PROPER AMOUNT OF TOP COURSE 6"MAX y0= O RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND BASIN INLETS. �. . ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. BACKFILL MIX 3"MIN BACKFILL MIXTURE (TYP) ROOTBALL ���� 6. TEMPORARY SEDIMENT BASINS: DURING CONSTRUCTION, TEMPORARY SEDIMENT BASINS WILL BE INSTALLED EITHER AS EXCAVATIONS OR GERMED STORMWATER DETENTION STRUCTURES y, ? O S0 50% LOAM + 25% SAND + <v ,•, WATER LINE CONSTRUCTION DEPENDING ON THE GRADES. THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME TO ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO 25% PEAT MOSS, MANURE & WIDTH VARIES a+ WATER SERVICES (FIRE AND DOMESIIC�: THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION. ANY N - COMPACT SHALL COMPLY WITH THE CITY DPW, FIRE DEPT., WATER DEPT. AND ENGINEERING DEPT. SPECIFICATIONS. A MEP ENGINEER SHALL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-GRADIENT SIDE OF THE TEMPORARY VERMICULITE SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED TO MINIMIZE EROSION OFF-SITE. THESE BASINS SHALL BE LOCATED BASED ON GRAVEL WATER LINES. A MEP ENGINEER SHALL DESIGN THE WATER DISTRIBUTION SYSTEM MEETING ALL APPLICABLE CODES. THAT WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE. FINAL CONSTRUCTION NEEDS AS DETERMINED BY THE SITE CONTRACTOR. O. LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER PIPES IS 5-FEET. TREE PLANTING DETAIL o � BEHIND ' 1. EDGESTONE GRANITE 7. VEGETATIVE SLOPE STABILIZATION: STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN FOURTEEN (14) DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE CEMENT GAS SERVICE: THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION. FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON TEMPORARILY OR PERMANENTLY CEASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STABILIZATION WILL BE USED TO MINIMIZE EROSION ON Not To Scate CONCRETE... ' GAS COMPANY, 100 COMMERCIAL STREET, MALDEN, MA 02148, CONTACT: COLLEEN LOVE (617) 723-5512 EXT. 6334. SLOPES OF 3:1 (H:V) OR FI_ATTER. ANNUAL GRASSES (SUCH AS ANNUAL RYE GRASS) WILL BE USED TO ENSURE RAPID GERMINATION AND PRODUCTION OF ROOIMASS. PERMANENT O I. '� O CONCRETE STABILIZATION WILL BE COMPLETED WITH PLANTING OF PERENNIAL GRASSES OR LEGUMES. ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY 0 . ,:� BEHIND SEWAGE DISPOSAL SYSTEM: INSTALL A NEW MAIN SEWER LINE AS SHOWN ON THESE PLANS. MAIN SEWER LINES SHALL BE 8" MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF - GRANITE HYDRO SEEDING OR SODDING. A SUITABLE LOAM TOPSOIL, GOOD SEEDBED PREPARATION, AND ADEQUATE LIME, FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF O � O 6". -� EDGESTONE 2.0% (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY THESE VEGETATIVE STABILIZATION METHODS. A UGHT (POROUS) SPREAD OF HAY MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM IMPACT OF FALLING RAIN COMPACTED GRAVEL . . _ STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER. ,::::b BASE '0 O (POO _ NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR SOLID FOUNDATION) PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE 8, CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND (INCLUDING PLANNING BOARD SUBDIVISION AND DRAINAGE O q _' - STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT A PROPER FOUNDATION AND/OR PILES) SHALL BE DEEMED UNACCEPTABLE ALTERATION PERMIT FROM THE CITY ENGINEER). AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE CITY ENGINEER, EARTHWORK WILL BEGIN TO MOVE 1.5" SQ. WOOD POST 10' TO 4' O.C. OR =�_�___COMPACTED FIRM,_�__ AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. EXISTING SOIL MATERIAL AND BLAST LEDGED. TEMPORARY SEDIMENT BASINS SHALL BE MAINTAINED THROUGH THE EARTHWORK STAGE OF THE PROJECT TO CATCH SEDIMENT BEFORE IT WRAP ATTACHMENT STEEL REBAR POSTS SET 10 APART - -III= -STABLE SUBBASE= = -I I I- FLOWS OFF-SITE. ONCE THE GENERAL GRADES OF THE LAND HAVE BEEN ESTABLISHED, THEN THE ROAD SUB-BASE AND BUILDING PADS CAN BE SET. THEN, THE UTILITIES WITHIN THE CORD AROUND UNDESTURBED DISTANCE THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY LINE(S). EXISTING SEWER MANHOLES (TO BE DEMOLISHED) ROAD IS CONSTRUCTED, PERMANENT DRAINAGE CONTROLS ARE PUT IN PLACE. BACKFILL IN ACCORDANCE WITH GEOTECHNICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION. POST TWICE (SEE PLAN) NOTES: SHALL BE PUMPED OUT, CRUSHED AND BACK FILLED WITH CLEAN SAND. PROPER COMPACTION IN 12-INCH LIFTS IS REQUIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OLD THEN FINAL GRADING, THEN PAVEMENT, THEN LOAM AND SEED ALL DISTURBED AREAS WITH HYDROSEED. DEMOLISHED MANHOLE STRUCTURE. FINISHED 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB 10. MAINTENANCE OF EROSION CONTROLS: THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THESE PLANS. DURING CONSTRUCTION, THE GRADE DOWN GRADIENT 4" MIN. THICKNESS, 12" MIN. WIDTH OF FACE SEWER SERVICE LATERALS SHALL BE 6" MINIMUM DIAMTER PVC SDR-35 WITH A MINIMUM SLOPE OF 1.0% (SELF-CLEANING VELOCITY) UNLESS OTHERWISE NOTED. ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND \ 5' TO 10 2. ALL SLOPED GRANITE EDGING SHALL BE LAID AT MAINTAINED ON-SITE BY THE SITE CONTRACTOR. SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN FOUR (4) INCHES DEEP, OR AS NEEDED. DAMAGED OR �/\ z WETLAND RESOURCE THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. / MARAFI FABRIC � AREA STORM DRAINAGE SYSTEM: INSTALL NEW CATCH BASINS, DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. THE DRAINAGE DETERIORATED EROSION CONTROL DEVISES WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY \//\\� PIPES TYPE SHALL BE BASED ON THE DEP,H OF EARTH COVER. SEE DRAINAGE TRENCH DETAILS AND PLAN. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN DISPOSED OF OFF-SITE. SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE CITY ENGINEER SHALL APPROVE THE STABILIZED EARTH PRIOR TO \//\ SPOIL N SLOPED GRANITE EDGING ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. THE REMOVAL OF EROSION CONTROLS. �j�\//j �t I NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH `/�\\//\\/\\/\\ Z ( SGE) CURBING BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE LONG-TERM INSPECTION, OPERATION & MAINTENANCE ��/%/%� DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. BURY FABRIC 8" MIN. - Not To Scale THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF (POST-CONSTRUCTION REQUIREMENTS IN GROUND. DO NOT PUT SPOIL ON WETLAND REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK, SUMPS OF NEW AND EXISTING SIDE OF FENCE STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND MAINTENANCE PLAN (IN ACCORDANCE WITH DEP STORMWATER MANAGEMENT STANDARD #9). THE FOLLOWING OPERATION & MAINTENANCE PLAN IS TRANSFERRED TO EACH SUCCESSIVE NOTE: CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL (LIMIT OF WORK) 11 THE SITE CONTRACTOR SHALL OVERBLAST A MINIMUM OF 36-INCHES BEYOND THE CRUSHED STONE FOR ALL LEACHING STRUCTURES, DETENTION BASINS AND WATER QUALITY GRASSED PROPERTY OWNER (TO RUN WITH THE DEED). AS SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY SWALES (WITH CRUSHED STONE BOTTOMS). EXCAVATION OR EARTH REMOVAL ON-SITE. THE OWNER OF THE PROPERTY SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND ALL STORMWATER CONTROLS: INCLUDING: 2-3' /\ ELECTRICAL SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY, 170 MEDFORD STREET, MALDEN, MA NOTE: CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY DEPENDING 02148-7384, CONTACT: DAN CAMERON (781) 388-5367. (A) QUARTERLY PAVEMENT SWEEPING (AT THE END OF EACH SEASON), MAINTAINED AT ALL TIME IN ACCORDANCE WITH THE ORDER OF CONDITIONS (WETLANDS PERMIT) ON FINAL 250 WATT HIGH PRESSURE AND IN GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED. SELECTION SODIUM, ANTIQUE LOOKING TELEPHONE SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC, 459 MAIN STREET, SAUGUS, MA 01902, CONTACT. DINO IMBERGAMO LIGHT FIXTURE, DOWNWARD (617) 381-6403. (B) QUARTERLY TRASH REMOVAL FROM THE PREMISES, SILT FENCE DETAIL DIRECTIONAL. FINAL SELEC„ON ®Doe BY OTHERS. (C) REGULAR AND PROPER DISPOSAL OF TRASH OFF-SITE FROM DUMPSTER AND TRASH BARRELS, FIR®. FI!:,,` ,,,,,, °N; 11€; B€FTb M"S TYPE OF „T€RIhL; ARE TS € P€GIFI€B DY gm€RS: Not o _Scale (D) MONTHLY INSPECTION OF AREA AROUND DUMPSTER AND TRASH DISPOSAL, ROAD PAVEMENT (E) QUARTERLY CLEANING OF CATCH BASINS, LEACHING BASINS AND DRAIN MANHOLES PROPERLY DISPOSING SILT, SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. WITH A VACUUM TRUCK (TO OCCUR LATE FALL AND EARLY SPRING), THE PROPOSED PAVEMENT CROSS SECTION FOR THE ROAD SHALL CONSIST OF 1.5-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 2.5-INCHES (MINIMUM) (F) MONTHLY MOWING OF THE SEDIMENT FOREBAY, GRASSED SWALES (WATER QUALITY SWALES), AND TWO DETENTION BASINS. BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES DIAMETER a COMPACTED IN TWO LIFTS MINIMUM TO 95%) ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. 2 CURBING & EDGING SEWER MAIN 14 THE CURBING SHALL BE SLOPED GRANITE EDGING (SGE) AS SPECIFIED ON THESE PLANS. ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY (HIGHLAND AVENUE) SHALL BE VERTICAL PVC COUPLING MIN. SLOPE = 1/4" PER FT. MOUNTING PER " GRANITE CURBING (VGC) AND MATCH THE SIZE OF THE EXISTING CURBING AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT. REQUIREMENTS. WHEN MATCHING THE NEW �- MANUFACTURER 4 .+ SQUARE LIGHT POLE CURBING TO THE EXISTING CURBING, THE JOINT SHALL BE FLUSH (AND ON LINE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS FINISHED GRADE DESIGNS FOR REQUIRED. HEAVY DUTY FRAME AND COVER HAVING 100 MPH WIND LIGHT BASE COVER �\��\��\ - \ \ MINIMUM INSIDE CLEARANCE OF 24" " " L " VELOCITY (PER MANUFACTURER) LEGEND (ALL SHEETS '"� �/� LE BARON LT 105 TO BE LETTERED SEWER 6 PVC SERVICE PIPE (SEWER LATERAL)SIDEWALKS AND HANDRAILS `' ' THE PROPOSED PAVEMENT CROSS SECTION FOR THE SIDEWALK SHALL CONSIST Or 1.0-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 1.5-INCHES 24"DIAMETER Ytl 6" 45' PVC BEND (ROTATE AS REQUIRED) 1" CHAMFER (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES FEXISTING PROPOSED DIAMETER COMPACTED IN TWO LIFTS MINIMUM TO 959 ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. .� % CASTING TO BE SET ON AND COVERED PVC WYE BRANCH WITH 6" LEG , . �,• x 'I �� WITH FULL BED OF MORTAR '�\/ . ° a , / \//�SURFACE TREATMENT MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. ® � 1 .;I' STEEL \ .. a ' ' ', o' (SEE PLAN) ® ® CATCH BASIN `OJ RE-BAR ADJUST GRADE WITH COURSES OF PVC COUPLING ° , . HANDICAP RAMPS SHALL BE INSTALLED (AT HIGHLAND AVENUE) PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS. HANDICAP RAMPS SHALL BE A /_ � �00 { ° (TYP) ��• BRICK AND MORTAR (3 COURSES MIN., a <I.c FINISHED GRADE DRAINAGE MANHOLE O :.I \ 5 COURSES MAX.) PLAN MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 8% WITH HANDRAILS (OR 5% WITHOUT HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN ` Z SEWER MAIN z_ BUSHING a PVC CONDUIT (2" MIN.) CONSTRUCTING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE _ ° . k ----a-D- DRAIN PIPE -12" �� I N BITUMINOUS WATERPROOFING COMPOUND (TYP.) N ( •) °..`p.• CONTRACTOR TO REPAIR OR REINSTALL. N » (" a TWO COATS OF BITUPLASTIC N0. 28 NOTES: � 3/4 DIAM GALV. TBV TO BE VERIFIED BY THE SITE h ' \ MANUFACTURED BY THE KOPPERS CO. AND 1. GRADIENT FOR SERVICE CONNECTION RIP RAP `'I. 1. STEEL ANCHOR BOLTS (4) CONTRACTOR PRIOR TO A. • APPLIED IN ACCORDANCE WITH THEIR TO BE TOP OF MAIN AT BEND. EMBEDDED A MINIMUM OF RIP RAP SHALL BE USED FOR SLOPES THAT EXCEED 2:1 (H:V). RIP RAP SHALL BE PER MHD M2.02.2 (DUMPED RIP RAP). STONES SHALL NOT WEIGH MORE THAN 400-LBS EACH. RIP CONSTRUC110N FOR LOCATION, INSTRUCTIONS 2. SERVICE CONNECTION TRENCH SHALL •'' 30" INTO CONC. FOOTING SIZE, RIM AND INVERT ELEVATIONS I P COMPLY IN ALL WAYS TO THE GENERAL .:t,a ° :�'8 - RAP SHALL BE PLACED ON A 6-INCH CRUSHED STONE BED (MHD M2.01.4) ON TOP OF MIRAFI FABRIC (14ON OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL. . 1 REINFORCING SUFFICIENT TO WITHSTAND SPECIFICATIONS AND TYPICAL TRENCH c • . ,. ' °, •oQ. COMPACTED GRAVEL TBR TO BE REMOVED w H-20 LOADING SECTIONS FOR SEWER MAINS. - SURROUNDING FOOTING STRUCTURAL FILL UNDER BUILDINGS AND/OR WALL FOUNDATIONS 5"MIN �. _ `'` '=' ;' ' ` ..' ",.r. t STRUCTURAL FILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY 6 45' PVC BEND - _-i11 1-11 FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. HANDICAP RAMP I .I MANHOLE TO CONFORM TO ASTM SPEC. C-478 » _ I 1 1 12"x12" SQUARE I 1 1 ONE CONTINUOUS POUR) (4500 psi) SEE NOTES 6 PVC COUPLING I °II (4000 PSI MIN. COMPRESSIVE STRENGTH) FIRM STABLE LIGHT POLE IS 3/4" GROUND ROD (MAX.SLOPE = 8.0%), - - '- � --I 6" PVC SERVICE PIPE SUBBASE - THE CONTRACTOR SHALL INSTALL (PER ARCHITECT'S SPECIFICATIONS) AN EXCELLENT UNDERDRAIN SYSTEM (AND FOUNDATION DRAIN SYSTEM) SO THAT THE GARAGE FLOOR/BASEMENT IS NOT CONSTRUCT PER AAB SPECS '- /.� SEWER LATERAL) - CENTERED (IF REQUIRED BY DAMP AT ANY TIME. IA : ' 0-RING RUBBER GASKET JOINT (TYP.) ONE WYE ,( ELECTRICIAN) VGC VERTICAL GRANITE CURBING cr I . .o1 - CONFORMING TO ASTM SPEC C-44 BRANCH I CC CONCRETE CURBING `. 5"MIN � BUTYLE RESIN WITH 6" • - - NOTE: STRUCTURAL FILL (SUB-BASE) UNDER PAVEMENT BCC BITUMINOUS CURBING 5"MIN . LEG D- '- CRUSHED STONE BEDDING ' - 1. FINAL LIGHTING TO BE DESIGNED BY OTHERS. THIS DETAIL IS A SUGGESTION OF A N A SUITABLE SUB-BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12-INCH GRAVEL ROAD BASE. THIS SUB-BASE MATERIAL SHALL BE MHD M2.01.7 (DENSE GRADED CRUSHED STONE FOR EOP EDGE OF PAVEMENT (NO CURBING) < N Il' � o (SEE SEWER TRENCH DETAIL); TYPE OF UGHTPOLE THAT MIGHT BE USED FOR PERMITTING PURPOSES ONLY (AND NOT SUB-BASE) AND COMPACTED IN 6-INCH LIFTS TO 95%. PRIOR TO INSTALLATION OF THIS STRUCTURAL FILL UNDER THE ROAD, ALL UNSUITABLE MATERIAL SHALL BE REMOVED, AND SGE SLOPED GRANITE EDGING Co a I. .I, E(uG)-- ELECTRIC LINE (TBV) � m I' RUBBER BOOT CONFORMING TO ASTM - o - 1 ' - FOR ACTUAL CONSTRUCTION). FINAL LIGHTING DESIGN, SPECIFICATIONS, LOCATION, HEIGHT GEOTEXTILE FABRIC SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. FINAL SPECIFICATIONS BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO �_ /� 1 11=1 I 1-1 i=1 I I-1 I--� SHALL BE SPECIFIED BY OTHERS SUBJECT TO THE APPROVAL OF TOWN BOARDS. ---CATV(uG)---CABLE TELEVISION LINE TB z SPEC. C-443 PROVIDING WATERTIGHT SEAL SEWER a RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD. ( "I. TABLE 2% I t, S N - - UNDISTURBED MATERIAL fl-In STRUCTURAL FILL FOR SIDES OF-STORMWATER DETENT10N BASINSsir® -.'Nc WATER LINE (TBV) -yy - - 2. THIS DETAIL SHOWS A CHASE PRECAST CORP. PRODUCT No. LPD-12 OR APPROVED WATER GATE (TBV) WG C4 N 0 ( SHAPED CONCRETE INVERT MAIN v o _� I (NOTE: LEDGE IS LIKELY) EQUAL. yCo HYDRANT zo �I , 'CLASS.1"A" �' v STRUCTURAL FILL FOR THE SIDES OF THE STORMWATER DETENTION BASINS SHALL BE SPECIFIED BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO LIGHTPOLE DETAIL Q' RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION OF THE DETENTION BASINS. ---------8"S--- SEWER LINE (TBV) -8"S-- } CONCRETE .. I - o ,.1. I C) BRUSHED STONE O SEWER MANHOLE STRUCTURE O� '- - ` `r - - Not To Scale • ------4••s---- SEWER LATERAL (TBV) -4"S ` J . o e. b. . 4. . -. CRUSHED STONE USED FOR BEDDING UNDER STRUCTURES SHALL BE MHD M2.01.2. '-•, ,'. - BUILDING SEWER LATERAL, I V_6 ------FY---- COMMON FORCE MAIN SEWER (TBV) -FM- • . .. "e. -.��!. SMNE FOR PIPE ENDS _ _ __ __ __ ............• E(oxR) . OVERHEAD WIRE - - - - - - STONE FOR PIPE ENDS SHALL BE 5-FEET x 5-FEET LOCATED AT THE OUTFALL FOR EACH HEADWALL. STONE FOR PIPE ENDS SHALL BE MHD M2.02.3. STONE FOR PIPE ENDS SHALL BE uPo - I-I1-j = 11 = CONNECTION DETAIL z (street) *L.P•sm. EXISTING UTILITY POLE WITH - - _i , 0 PLACED ON A 6-INCH CRUSHED STONE BED (MHD M2.01.4) ON TOP OF MIRAFI FABRIC (14ON OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED GROUND. P# ®�.Ptg OR WITHOUT STREET LIGHT 8"MIN. DEPTH, 3/4" CRUSHED STONE Not To Scale � fst,�eo FIRM STABLE RETAINING WALLS FFE FINISHED FLOOR ELEVATION SUBBASE MHD M2.01.2 co ALL RETAINING WALLS (MOSTLY CONSTRUCTED OF IN-SITU BLASTED LEDGE) SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL FBE FINISHED BASEMENT ELEVATION PER GEOTECHNICAL ENGINEER SPECIFICATIONS PLANS NOT FOR CONSTRUCTION PLANS FOR PERMITTING PURPOSES ONLY t=n ENGINEER) TO MEET ALL LOCAL AND STATE BUILDING CODES. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF WALLS ONLY. PLDE DOES NOT CERTIFY WALLS OR FOUNDATIONS, THEREFORE 4 (D TREES/SHRUBS ( OF M w ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS (MATERIALS, CONSTRUCTION, FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL PROFILES, DESIGN SPECIFICATIONS AND NOTES: 1��1�z qs,p 0 CROSS-SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR ® PAINTED "NO PARKING" AREA 1. USE 48" INSIDE DIAMETER MANHOLE FOR PIPES 24" OR LESS, TEAM: o� SCOTT IAN �yco PRIOR TO CONSTRUCTION. USE 60" INSIDE DIAMETER MANHOLE FOR PIPES GREATER THAN 24" PATROWICZ u) 01 hp SPOT GRADES PER ACTUAL 2.STEPS; STEEL REINFORCED COPOLYMER OWNER/DEVELOPER: v N0.33656 THE TOP OF EACH RETAINING WALL SHALL BE AT LEAST 6" HIGHER THAN THE ADJACENT FINISHED GRADE ON EITHER SIDE OF THE WALL (AND THEREFORE WILL ACT AS A CURB FOR *� ,,�? .�" ON-THE-GROUND SURVEY POLYPROPYLENE PER ASTM, LE BARON N0. 9 0 rn PAUL FERRAGAMO A F 0o STORMWATER CONTROL). PROTECTIVE FENCING (PER BUILDING CODES) SHALL BE INSTALLED (ON UP-GRADIENT SIDE OF WALL OR ON TOP OF WALL) FOR ALL WALLS HIGHER THAN 4-FEET +57.7 PROPOSED SPOT GRADES L115 OR EQUAL. 419 HIGHLAND AVENUE, SALEM, MA 01970 �o,� OiSTE_ Q cy UNLESS SPECIFICALLY WAIVED BY THE CITY BUILDING INSPECTOR. 3.TABLE AT 2/3 PIPE DIAMETER. 978-977-9801 Fssi 4a�=��� �' ,6`') TEMPORARY BENCHMARKS FOR 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS WATER QUALITY GRASSED SWALES & INFILTRATION BASINS FOR STORMWATER MANAGFM NT TBM#1 VERTICAL SURVEY CONTROL ATTORNEY' G...�'-' �"-� M SITE CONTRACTOR SHALL GRADE THESE AREAS (SHOWN ON THESE PLANS) TO TEMPORARILY CONTAIN RUNOFF WATER (SHAPED AS A SHALLOW BOWL AND/OR SWALE). THE INFILTRATION - SEWERNHOLE DETAIL GEORGE ATHINS NO. DATE DESCRIPTION °' SHALL HAVE 4-INCHES OF LOAM ON TOP OF 2-INCHES DEEP PEASTONE LAID ON - _. _ PRE CAST s '.. rn (DETENTION) BASIN BOTTOMS " TOP OF 12-INCH DEEP BED OF CRUSHED STONE (2-INCH DIAMETER CLEAN '__26__-_ CONTOURS OF EQUAL ELEVATION Not To Scale RONAN, SEGAL, HARRINGTON CRUSHED STONE, NOTHING SMALLER, NOT 2 MINUS, NO ORGANICS). THE BOTTOM AREA (SHOWN STIPPLED ON THESE PLANS) SHALL BE HYDROSEEDED (WITH NO SHRUBS OR TREES PLANTED ------ .1-58- - 59 FEDERAL STREET, SALEM, MA 01970 WITHIN THE STIPPLED AREA). PLANTING OF SHRUBS AND TREES CAN OCCUR (IF REQUIRED) AROUND THE EDGES OF THESE INFILTRATION BASINS (OUTSIDE OF THE STIPPLED AREAS). I WO CAry (978) 744-0350 X107 CAT ® ryg © EMH TELEPHONE/ELECTRIC MANHOLE ARCHITECT: z O GRANITE BOUND SET HYDRANT HARRY GUNDERSEN DEFINITIVE g A.C. AIR CONDITIONER (ON CONCRETE PAD) LANDSCAPING NOTES W.STEPS WOODEN STEPS PUMPER CONNECTION (MUNICIPAL STANDARD)=: GUNDERSEN ASSOCIATES C.STEPS CONCRETE STEPS FACES ROAD 20 CENTRAL STREET, SALEM, MA 01970 CQNC. CONCRETE SIDEWALK o BREAKAWAY FLANGE (978) 744-1000 PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. ALL ASPH. ASPHALT SIDEWALK SUBDIVISION Q PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. ALL PLANT SHALL BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND TAGGED WITH THEIR PROPER MB MAILBOX �H FINISHED GRADE SITE ENGINEER: CD P.T. GAS PROPANE TANK PAVED _ NOTES , LEGEND & SITE DETAILS SCOTT PATROWICZ, P.E. NAMES. -••-Gds-••- ao ! o _- PATROWICZ LAND DEVELOPMENT ENGINEERING - GAS LINE (TBV) SURFACE 8 w cc GAS GATE VALVE (TBV) - 14 BROWN STREET, SALEM, MA 01970 U. PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO AS TO NOT ALLOW RUNOFF (FROM THE PLANTING BED) TO BE DIRECTED VIA A STEEP SLOPE INTO THE Gas Meter 0 GAS METER(TBV) -1 SELECT BORROW -9 PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM (CLEAR AND GRUB AS NECESSARY). REMOVE STONES, STICKS, PROTRUDING ROOTS, UNSUITABLE SOIL, -1 - COMPACTED IN (978) 836-6400 for S? � � � LOCUS PROPERTY LINE - 8 PAVEMENT AND OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4"MIN. SCREENED LOAM AND 2"MIN. BARK MULCH. 6" GATE VALVE o - 12" MAX. LIFTS 1 1 RESIDENTIAL LOTS AND Box ? o MHD M1.02.0 FIELD SURVEYOR: ABUTTER'S PROPERTY LINE � ��° _ NO STONES OVER 2" GAIL SMITH, R.L.S. » - - - - - THRUST BLOCK p �o & 8 = U EACH PLANT SHALL BE WATERED-IN TO REMOVE AIR POCKETS DURING PLANTING. THE LANDSCAPE CONTRACTOR SHALL NOT PLANT ANY DAMAGED PLANTS. THE LANDSCAPE CONTRACTOR NORTH SHORE SURVEY CORPORATION SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. BUILDING SETBACK LINE 8" WATER MAIN 'o -'8 I 8 0 - THRUST BLOCK 14 HROIPN STREET, SALEM, MA 01970 f01" d site at LANDSCAPING AREAS (BY OTHERS) 8x8x6"TEE 6"MIN. ° DO NOTABLOCK DRAT HOLES (978) 744-4800 #405- 427 Highland Ave e °- - - 0 LEDGE FACE (EXISTING EXPOSED) - " " z 11 18 x18 x6 POURED CONC. ti- BASE FPPORTg ;�7� �r j� RIP RAP (2.1 SLOPE H.V) MHD M2.02.2 MECH. L6N DIAM. PIPE MECH. I °, 4 . � °. � - CRUSHED STONE OR PEASTONE Salem, Massachusetts _ APPROVAL UNDER SUBDIVISION JOINT JOINT - -; / -----__ ` ___� - - - ------ - ___� -_ � ___------ _ \\\\ I F� ------_ -----_ - __� ___ _// -_ _ BARIVES ,,- .,____� #22 _ I \ _ CIRC - � \. LE I - - _ \ BARNES CIRCLE' #7 RICHARD BINGHAM, JR. \ ..\.\. \ \ \ \ MAP 3, LOT 88 CLARK STREET \\\ \ 7 T _T I \ \ L.C. 69151/348 JORGE DELVALLE \ \ I MAP 3, LOT 79 �. \i \. 1 #12 \ BARNES CIRCLE \ DWOOD ECK s 16.�41� -__ \\ 0 98 BOURQUE NOMINEE Ho.�sF 130'p3 >_ REALTY TRUST # o Nor rD SCALE \ \ / MAP 3, LOT 93 170.94 p�2' W / - \ `,24.00 L.C. 66214 318 CFND) \.\ TBM#5 / BARNES CIRCLE IRON PIPE `W / I #20 ----A \ 1'OBIA DELULIS #�� � - \ \ \ I _�� MAP 3, LOT 92 BARNES CIRCLE #18 I BARNES CIRCLE \ 17°J5 \ � \ t\ L.C. 33202/144 DAMATO REALTY TRUST BARNES CIRCLE SILVIA 9.11.\L l \� PANFILO DAMATO MAP 3, LOT 89 / \ MAP 3, LOT 91 JOSEPH BOUBREAU, JR •+70.25 #� \ \ I MAP 3, LOT 90 L.C. 13355/238 6 .170.45 / / �/ 1` 23 Bo .187.94 "I L.C. 32714/333 I \ / / \ \ L.C. 69605/325 / HOUSE .169.81k\ "16937 CLARK STREET .� #6 1 / \ I +149.06 HENRY RUTKOWSKI 14 I ,70.06 170.09 / \ ` / I I \ \ \\MAP^J2.99LOT 78 / 1\ \. t\� ,23.79. CLARK STREET RIDGE ��� TBM#8 - - - =1�.ofi 5930 \ C. 57514/265 WPY x,89.80 \ \ 3"- ORNE \ 1 a.zo \7.aV \ MAP 3T LOT 124 - -- _ \ \ 'r p Q r \7 _ 1.32 i 3.80 � - ,57.76 (567)800 5401 » 13.,9 6 1.769.95 v\ 0 166 sus� A \ N p t �i se A� ��\�" a.se s �� w 9. s9.a \ � `��o \ \ ' \ \ L.C. 10261/177 \ ___ \ O' s1. I ;�� ' STONE T 0.00 � v� \ \ 24"TREE I �,. g 2 P \ ` '\^ 2� \ 1' PAVED DRIVEWAY 7.0 >� n0,,e �� ' p i AININ WA 57.7.1 w".I \ \ \ \ 65.15 9.17 \� J 4. \ rr/ x169,27 15'CFIERRY C \ ��S� S� w Q \151.70 5 Z �Fj G .789.91 �, W/ Ci-t5 1N LINK FENCE 5219% - 57.63 w \ \ \ \ ` � �-9�,, �'�Q Q N°a c 2 \ 7� ' - , Y \ \ \ +158.65 \ +170.55 . 0 Lp pG+ \ \ 24.03 x 151.}9 - - I 157.8} Z 11 2.b2 \ 167.9 \ \ \ \ 2G CHERRY - •-15288 15 5' '58.22 -1 \ \+164.9 69, 69.71 \ .168.51 / \ 2 154. 158.65 / \ \ \+169.39 400 4,59.96 � #3 \ \ rr•(((\/// /../�/\L \ 15.97 =x\ \\ \\ \194.83 \ .169.15 \ \ \ / \ `w? ' IRAN.PIF2�I \ , V 1 TBM#11 .15i:°z 151 524z ---- - 58.81 +51.67 / \ \ --52.6612 MAP t 859.35 \ \\ \ \• CFND) �J \ , \ x \ -CLARK STREET \ \..'�� 57.71 OUL MAPLE 14"M PLE 56 s7 U 16;9; !! 153.45 `- £ '59.61 '- , .� 150.56 151.93 \ \ fiaOJ x169.11 .168.6} / !41 \ .SEE /� \ IS. 167.86 153 55 fi " '7'-P LE \ +169.50 -Q 6 t' ! \ \ \ \ 12}.31 x BOULDER .15,.34 ___BOULDER \ \ �'C'�2 AD \ 1 zo7 NN i z4�MAPLE. ,�8�150 \ •1sou���, \\ --' -- \ \ �' S �.- � - o s \ x 6 /, / \ 2 s 7.1 tzs. 3.za 1 +,50.71 / � t.r 1 �s \ x,s„a °`[1701 S/ / ° 3 \ BLOwuP# C� ✓EFFREY BACHMA t7..62 •, vv ��' 326 5__ __ 55� 540016 s. V vvv � �� 3 ` vv vv vv vv 0 v 1 V " ' MAP 3 LOT 77 WOOL s4 + 26. / /// P\ 1` � ,z ` r 167.37 \\ 168 56 \ .169.12 \ -- \ 20"CHERRY BOULDER\ 154 20 �� I� � 2 / • sb s \ \ O / oq BOULDER x151.07 \- - -,12"MAPLE / X158,00 \ \\ \\ \\ \\ \\ \\ \\ \\ \\ 53 292,77 DECK / \ IRON ROD �x,za67/' !k\ \ 0. �. x149.16 - _- +152.21 1 24'TREE \ \ - \ / x168.65 \ \ C 6 9 / N I LSo.o - 0,49.36 3 PINS - - 53 x,55.7.9 5918 x _ �L6 \ / \ \\ \ \ \ \ \ \ \ \ 1156 . \, ,<SET) ,23.88 \�`' .3- ' \ \ • \ \ x 168.86 \ \ \\ \ \\ \ \ O \ \ \ \ \x,. \ I t%N \ 1-- - L 3\ ,x 149.76 �q 149 - \ 149.56 \ '+ 164.7 � \ / 66 60 \ \ \ \ 1 \ \ \ +150.57 x..;�' \ - \ \ \ \ \ \ \ \ x29. THEE 58.93 \ . x1s3�z\ \18537._'\ / \ \\ \ \ \ \ \x,5za1 \ • O \ \ \ \ \ \ \ \ \ \\\\\ z I / 3 24"TREE \- 150.77 152 "'-152.57 'x153.1' ,� 6 ✓ \ \ - � x169.62 / \ \ �\ `\ \\ \\\ + \ \ \ \ \ \\\ \ \\ \\i. 7.s, i I'/ .. w _ BOU DER \ _ - -- \ \ \\ \ g0 \ \ \ \ \ \_•,e ' 14"OAK .34 \ \ \ \\ \ `\ \ \ \ 1sz `1 \ \ \ \\ r d.eh\\ ? yy__ \\ \ 11 t 1\ 51 # 51.11 \ U F S\x z°\ \ \ \ \ \�SO'27 \ \ /! w 125.9 \ Z0.2-1 _� ,48.14 - - - +150.49 \ \ \ 0 \ \ \ 188.70 ' \\\ \ \ \ \ \ 1'� \\ - !! \\ 1 't \\ \ \ \ 84.1H \ \ \ \ \ \ \\ `\\\ \� x133.09 ,12fi.72x 1 - -'' . 53.27 \ -. _ - _ 168.9 _ - \ , 3 \ I . \ \ �' O - - - 1 10 \\ _\ \\ 416(.06\\ \ .16732 \\ \\ \ 6 8.9 \ \\ \\ \ \ \\ \\ �Bx \\+ I� 1 \ \ \ \ \ \ \ \\ \ + Q ,24.89 , .118.72 148 49.50 \ , \ \ \ 6`13 iV oe \ \, '1 1 -_ ;,; \ ,48.31 / - - - -__ _ n 158.9 .As �\ x149.64 _150- \ \\ -- \ \ \ \91.50 \ 2b"MAPLE 2.0"LOCUS-T - 48.59 x9.39 - \ \ \ \ \s\s.9] \ UWM" 4 4 1 x,62 a _ +,49.24 -_ \ \ x158.14 \ - 1 \ _ \ \ +I .. I \1 \ \ \ \\ +�t39.E< 1 •P \ I x 1{51.87 --- - __._ \ \ - \ \ 164:95 \ \ / .� I \ + II« { I« - .,45.68 __ __ x,19.23 \ .150�1� \ �\ +155.2 \ \ \ \ 1 \ 1' \ 1 / x168.85 23"O-'_-c r2' i' 6$ /164.95 \ \ t' t +I« I , xt}6.9700 ^131.821 \� ', t,` II I \ 3T`�7-89 -_-_..- \ 14 \ \ \ \ \ \ \ I \ \ 1 + 4 27.,7 123.50 9 147.68�,(�,,� \ 9 _ \ \ \ \ \ \ \ x 162.1, \ \ \' \' / �' ,88.97 +168.23 / - 1 +1. \ \ 1 -\ a ��y 122.69 \ \ \ - 16 - I'{1 7541 '153-87 \ t47.7 - - -1 11\ \ \ .152.3• \\ \\ \ \ \\ i \ I y�69.03 (SET) x166.50 / TBM 7 z \ \ _ _ x,47_33 - \ .14815 ,,47.89 15"T \ \ \ \ \ \ \ •,69.5, �' a+ _. i- \ \�4\P' J 1-11 123.19 0 \ 146.8t 146 HIGH -14748 73 146'97 _1 ^147.42 t \ _ +,47.72 4 \\ \ \ \ \ \ I DRILL HOLE , �. .,�' , a.a, \ ' \\\ \\ \ l l� I (r, ,J \ , ---- \ ,22.67 \ - x145.b2\ x147.82 - ' *147.50 / - \ \ \ \ \ \ 154. 2\ \ \\ \ 4 �,160.18 •' x1 i x,66.65 ^,63.28 [.08 h5a.90\• 148.87 \ \\ \ 1 ' Q ' ---'- \' '� - HIGH \` RET 64 4J 8 \ � \ 5 \ 0 T L ` s9 09 16 ' I � 3 p I \.. - x146.38 ._ /_ 147.28 ��\\\148.28\ 150. \\ y \ \\ \ +158,55 \ ,164.\582.512 \\ x143.83 I 1 , I. x186.85 i +365.12 / / 112 pAK IRDN•R D '75\\ \\ \ x37.32 x134 B'� ` ' P, ! I \\ \ \ ,48.25 46.99\ / \\ \ 7 TREE\\ \ E \\ \ I ,`1,. ..\ - / / / //� 161.7.3^ - + a \ \ 1 ,133 F `'7� -•4�'5( ,7.5.17- \.i I .- - 146. 16.71+ 4� \ °3� R'� BOULDER I I I - - / i \ _ #435 x116.87 �. \ \ \ \1\2.52 ++1 - / / / /' (SET) x 145.71 ��.7 1 •\ ,22.n . \ - \ 147$0 \ \ \ \ \ \\ \ \\ i 182.97 +Q ED rE++}\ ,167.12 / // / // ' I IS3.1 I i 3 G" HERRY \ 1 ' I \ •�'' 124.02 / \ ,22.49 ,11.61 Iq6 - �--- x,15.30 `\\BO LDER`\ \\ \ .e7�1s2.ta \ \ \ \ \\ ` + I I +� + „59,,6 xlszo2 - - - / /% / 777 ,�zo7 x:�1sa,1J \\( ) I \ .",(- p 7.811 \ 14"CHERRY \ \ \ (� 4"TR \ \ \ \ \ \. `� (4)36"CHERRY >� I 7.3.20 / \ HIGHLAND AVENUE x145.49 \ :' +145.64 �) \ \ * F 122.33 144.89 \ Stab+ \ \ ( \ \ \\ x1.05.75\ \\ \ \ \, �: I 185.1/ *+\'\ \+16905 169.40 TBM#9 _166 " / // / / / N \ I 1 p 1 t \ t I« I x 10.21 // \ \ 15.19 as.aa us.ea �- - - \ \ \ \\ \ \\ \ \ e++ 1++� « ( ' \ '++\ BAR-BE-QUE / / 1eo.3e� *«+4' 1� pA 7 \ ' , 1 2251 43.65_ F, - \ \ \ / \ 28 \ _a \ x145.59 \ 147.01 x147.44 \ \ \ + 9�. GRILL OGN ORETE I \ \ \ + i, + �, + 1 Q / I \ \ �t SOURAN AC'QUISTION L.P / 115.02 \ \ \« NC ET _--- �-- - - - - - A \ \ x 148.29\ \ 1 \ \ J \ 168.04 - - - - / / / 1 1 A \ I I • \ \ \. \ GO R .74+112 / 1J - \ \ \ \ \ .16 23+1++\ ++1 \ \ \\ ++\\+ 6 65.56 %165.3 / ' x163.1, / / 39.17 2\ \ \ O `� :122.98 t v �-_ A \ v v V A \ 1 1.138.27 - \.+ I + I+ 1 / + \.++ \' _�� ( ) � / / 159.31 I I I � I I A I � I , / �� \ 1 MAP 3, LOT >27 \ x1 1 A dd + V- 1 - / 155.09. I \ E � � --aZ"TREE \ \,50.93 \ ry` + - \ / / ET � 1 / gs \ \ \ \ 1 t \ / / I � / Y5 I � \ I I \ � \ './ t WALL - / - 45- / ;44.5 \ 1+ \ 6 1iP \ rP\ \ 1 L.C. 68995/326 R :1.13 913 � / � \ \ +I+ + e / / /' / 3.415 ,01.7 I � \ 13LS� 0 L / \ 5- / \ \ \ \ / / 1 .85 + I .144.40 / \ \ «I \ 1 / 5$ +1149.122 t 143.36 .: +`'4497 \ / i - \\ \ \ \ \ \ \ \'q\ / +1+`•1193.0E__ \ 6B- +184.52 / X184.03 160 50 21 I 1 • \ \ \ 7 122.05. 6 HIGH 11390'44%_ x141.54 !143.98 __ _144 \ \ \\ \\ \\ ,+1+4 4+. \\ lb, // // // // 52.51 9.51 7� \ \\ �� \ _ -x344.04 \\ \ \ \ I \ 9� I I i \ \ / x/ t 4 l 145A7 1 I - - - RET.W 1 - -' ,142.86 \ `\ \ \ \ \ + \+ I+ +1++ \\ x,67.67 _ ' _ '/ / / ' \ 135.73\1 , \ \ \\ \ .\22,6 #401 ALL x 14 .144.78 - \I 1+- - Y \ \ /* - 143.85 < -- 0 ' \ \ \ \ \ \ \ + \ \ \ l / ,,17.1 150.50 \ r\ \ 4 1 x144.20 143.85 - . \ \ '.x, '1 ` 1 S 24" K \ \ \ \ 1 \ \ 11.06 \. + \ \ \x,aa. ° x1 \157.56, .\- , ,'I + \ ,84.15 E / Ba.o3 3 / / / / / 19.27 �1 HERR i 3S \ \ O� \` ,22.11 1 -.� \ 52:31 \ 79 I. 4�+ \ \ 184.06 // / /// / I I \ v \ �* 1b1,95 \ x 121.53, I - - - __- /' _ x,x,57 2 \ \ .183.27 \ ., -- ,'.65 / / 150.99 / \ �G `, I bAPLE \\ 43.17. \ \ \ 46.19 \ \ \ d 7 \ 6s 164-- x16 i / / // /' 1�"PI E \ i � \ \ \ \ \HIGLAND AVENUE 42.,3 - 4460 i rx /\ . 4 \\ \ \ \ 1.. 1 ,\ 192.28 \ \ J / / / \ . \ \ \ ) 1}4.83\ \ 8132.S \\ \i c i / \ \ \ \ , \ ! / / / / / 1 2.'S 1 .311 l / 1 1 r}}9.16 \ - 3 \ ', 1 \ \ �- \ / / 15411 0. 5 teb.,7 \) • \ \ 1 *122.5 .U6 I I -+142.08 x,42.41 \\ \ \ \\ I \ \ \ , ?, i « \_ \ - \\ --- S\ \ \ - 16608 ( Y _ - / i ' / -� / // // // ,�53.Il 75 4// 45.4! \\ 6`� \ \\\ \ ',t, x142.}5 \ � - \ \ \ 1 \ \ \ \ KK '\ \" \' \ --� -_--------i / r / � 1 \ � \ 7T d 180.70' + I I .147..61 w x,42.,6 \` \ \ \ \ 15'T E i a. \ \ / / / / „ I 1 \ V • AV t \ / / *X57.07 / 153.84- ,50.30 I \ \ 1 \\ SAMUEL CRUZ - --_ �� BO LDER. x1 9.71 '� 155.17. \+ + A \ 02)17"OAK - -- x,55.90 / - , / / sz.2 1 6H R Y \ \ \ _ x 42-0z ------_ \ \ \ \ \ \ � 5159_ I ' \+ � \ 17..7.5 -163- \ i / (2)16='OAK / / , / I J , MAP 3, LOT 72 Q _ 143.00 x,17..7.5,- - '142, \ \\ \ k + + -- \� \ i (3)3Q"OAK x162,93 - - '. / / / 0 I \ \ 8.,3 • \ \ '� Q ���/// - \ \ \ \ .l , \*15�.3 9'982.90 \ 162.81 / / / SO.a3 JI I j /� xy 42.91 \ \ \ \ \ \ \ \ / x164.32 164.02 151.76 ,44.85 1<•I I 1 \ `\ ` L.C. 54577 251 !)+ -- v I '« I, , v v A ua.os 50.59 v v , v v L 1119.60 / W 40 3 - v A \ v -- - 1 v - "162 / / / / I1-11611" x131.85 / x 11,.12 -1142.08 v v v A 6s 136 /' / /' / 7.187. �x +,1251 _ - --- \ \ \ I + \ \ / / E / \ \ \ \ \ , � I � \ v v A V A A V v 1�� / /; / / 15o.a, / 1 11 • _ \\ \ \ \ 4 \ \is 22 \ \ \ 60.7.5\ _ \\ \\ \ \ \ - - / „51.55 (5)9"LHERRY LSE ( / /' sa , FEN \ 1`44 5S \ \ \ \ .,<°.} J \ ' ( \ - - 3)2 015 92'// / / \� G x749.58 x \ \ \ \ \ 1 \ \ ., 0 x!11.07 \ ,TeR�s \ \ \ \ \15' AK13.ts \ \ \ / „s3.n 16 -4ya _ ,51.20 \ I " K I / 1 \ (2)803 DERS\\\ \\ \ y 7.1.96 17.7..03 121.91 / - - _�'-140.98 x140.81 - - --_- \\ \-\\ \\\\' \\5 \( \\ \\ \ \\\ \\ \\ I \\ x'�\ \\ \\ \\ ) 180.64 161-� \\ \'[167.05 +,51.67 �16G� / i' 154.91 / C\-\P1\I`\ K / �� 1484�ta6.7J 391% \ \ \ \ \ 132.79\ 0.63 i, \. \ / oHIGLANl� +14,.19 _ 141\ i ( GH� \ 130,,,AVENUE 30ULDER \ \ 2 4 OAK \ \ _ • 115517..7.2 +1 se \ "\ \ � \\ \\ - Jaz 6'CED fi0 s7 i 20"OAKK fsB.es, sss W / ..`\ ` . \ \ \ ' TBM#4 6 , i 5 _-' � P\-\' ,4e,19 ,4552 \ \ \ \ \ \ \ CYJ CHRISTOPHER LANE !h =``s x11!.67. ' - -- .111.85\ \ \ ,50.07. \\\ 16 G\ ERf�Y \\\ \\ \\\ \ \ � x \ \ - ys3.oa , �s< 1 �s9zs / 15151 G s,133 / 18.61 \ 47.e7 ` 37.x7 4X30 ; .n. \ d+ MAP 3, LOT 73,4 20 4,.4, x,10.37 - \ 60 \ - c ! - N \ � \ 1 0 �I 47c' BO ER \ \ sys7. \ \ 1 so 27. - 1 \ \ \ \ /' x,105 x140.57 \\ \ x141.27 \ \ \ �\ \ \ � \ \ \ \ \ - + + + + + *•" 5 RE P\N +15,7.0 \ •TBM#6 ° \ (3)tl2 CHERRY 1)5.03 7 . 139.751 t 14,.a� /' I \ \ \ \ \ \ \ \ \ \ \ \•158.28 \ \ \ --- - -. '// { - _ _ i 155.32+ 2D 140.59 Q \ \ / \\ 111!.88\ \ \ \ \ \ \ \ \ _ \ \ 15 s4.z S }9.ea\ IRDN RDD \ 9 ..,50.44 ,49,97 +148.04 0 y V 1 6/ 151 ' 52,,7.'5 s _ - I A \v V AI v V A I I �CSET) '\ x,2164 V', .140.,s� -740\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 59_ \ \\ -_ -- 180.5 \ „51.7.2. / \ i -,, ; \ \ 1458 I 1 \\ '435 ,452 / x,10.57 - �' p 40.50 / / - -- - \ \ \ \ 57.72 15 PAVC'b PARKING AREA ,I ( ) \ \ I r� \\ \ \ \ \ \ \\ \ \\ 24"C RY - /1\0.97. y 6 16 \\ Q7l 6 30"CRY .122.33\• os / 14"CHERRY 1 "9.96 r/� \ \ \ \ \ - \ ,80.35_ _ / - 1 / 152.32 \ / " 49.50 ' / / 1 1 I \ 1 \ \ I I \ \ I I 1 1 \ \ \ -f' 140.58 1.37 x141.51 / / .139.74 \ \ \ \ x1411 134 \ \ .\50.83\\ \ \ \x155.10 \ \ .157.57158` \\ 160.19--. •9ia ++ - � /� 2.46 119.30/ / , t I I I \ \ 1 \+138.8 I I \ I ' I I I \ \ / \ +`40.00 \ \ \ \ \ \ \ \ \ \ _ + / x,58.,6 151.11 - 14934 / �j \ ' I \+/ \ .u].It \ \ \ \ \ \\ - -- \ \ . +`.` _2 3 OAK /155 W 57..11 ,50.51 v 49.91 / - 1 1 xh3�.28 I I \ t '39.7'. +140.74 140.03 r 139.40 \ \ \ - ' ` +` (� $2.21 \- 150.33 147.89 - 1 b7 \ Q \ \ I I 1 \ 138.61 140.74 / x7]9.18 \ \ ' 139.8, \ ` \ \ \ \ \ .152.77 \\ \ 1 r1�37�5 - `j x'T5�.91� 4 ,19.34 R� / I I I I I \ I \ - � // \ I 722.64 ,4,.5 - x139.24 \ \ \ \ \ \ \ \ \ 51� +"�'+ '� 154.2a I �\ 1 \ \1}1.99 I 141.20 , / x139.50 \ \ \ \ \ \ \ \ \ \ \ - + 156.59 \\`\ + /� 1{7.51 .1{'/.{7/ , 141.99 \ 1 I t41.a6: x110.68 I - 9,�--- ---- \ \ - _ + + , ----' - - (E /4 \ :,40.95`\ \\ \ \ \ \\ \ \ \ \ \\ \\ \ --- 1*++*+1 a 52.4 C\\1) CE 50.15 _ ,49.Be 148.15+ 1 / 141.05 !A \ \ \ \ +1$6.26 ` \\ \ 1 1 I ' '\ 1 \ \ \ \ -1 +++ x159.54 _ /� \ \ \ \ + 150.24 \ 12"MAPLE +139.88 139.06 .u3.s \ BO LDE� \ \ _ s. 17 // 13 \ \\ \ \ \, \ \ \\ \ \ 56� ��\ - + :�_ /' ,ss.7s` I I N I a / \ \ \ \ � \ \ � 17 RIX 28 - +139.13 \ \ 147 4 .15734--• - - / \ \ \ \ \ \ 2 ,37.81 ' 18 x/ \ \ \ \ \ \ .7\ \ \\ \ \\ \\ \4155.07 �\ �� -75fl.29 i / x157.00 156.78 _ _ ---._. _-/ I 1 ,$, r 1.1.0 50.71 148.49 /� ' /� 10524 \J \ \\ \ \ \ \ \ ', RIM-122.28 136 / - .138.76 \ \ \ \ \ \ \ \ ---\ _ _ __ \ 141 n,Se.De \ \ � \ \\ \ \ �1 - _ - - - - -- - /'/ __1 (2 _ -" 55.15* i 51.01, / / \ \ -_ / / .738.49 x138.26 \ \ \ \ \ \ I \ \ \ \ `5`5-- _ +155.85 ' 150.99 50.56 150.89x 1 /148.19 // / / Y ` \ \\ \ \\\ \\ \\ \\ _ \ \ \ 30.2A \ \ '-- \ 15 i / / \ 135` 14�.os \ \ \ 2 out 14.14 .157.27- x 158.84 i' ? <150.48 _ / \ \ \ \ \ \ - _-_. - / - *151.64-- 150.1 / / \ \I 121MAP�,E \ \ \ \ I '12 :4 (/ -- \ \ \ \ \ � \ - _ -- --' J / \ W V ,1j/ .7.e INV,z,.e714.20 - ,ao. .139.88 // _ \\ \\ \\36 AK \\ \\ - - -754--- \ \ x,55.38-- -- --/ /,55.03 \ ' 71 / p� 1, �C.n \ \ \ , INV 1 \ \ \ \ \ �i 153 / / / ( 143.1 �-.l s ---, - +,3814- \ \ l V A 157.03- - / +151.92 / A ' 1, A x.139.02 /' \ \\ \\ \ \ \\ \ \ \ \ \ \ - - / / .i i x 14.8 / \ `\ 16 OAK \ \ lP j)1 \ +140.48 \ / -1'58 +13'F.\5 \ \ \ \ \ 1 I \ \ \ \ \\ \ -- --_ - -- -- - ---- __ I _ . '}, 15,.,1 +151.44 / I _- - _-- 146.95 \ _-�•1 \ \\ \ III 1 I +138.6 I I 1\, `\, 7 \\ / / \ \ 138.78 \ \ \ \ _ _ _ ." \ : x139.34 /--�'/ +137.85 / x136.85 _--\\ \\\- \�\ --x141.50\II \1 I \ \ \NN14a.0\\ \ \\\ \\-- -- 1 --- 154.82 \ / //154.4 - x1.45 1' `R 151 / I�48.02'46,57 ___----- - 1 ----- \ \\\ \\ \\\ \ 1 I i r 322 1 ', I., t ] __ 1 57 _ _ _ I 132 I 9; x1}6.7. /--_- \ - 53 --- \ \ - - - - / 1 i �QT SIGN / GARAGE }9.71 \ 3926 \ ---144 1`RM \ \ \ \ \ \ --- 152.28 -- `------ - - x,54.61 -_ / - �� - 15,.01 pyo \ I \ \ x14•.06 \ 1'S +136.x1 \ t q.6\ \\ 11 \\ \ \ \\ \ - - J 2 . // 150.02 ,••$(�• I I / \ \ \ - 52_ - - - ----- -_-_---•154.33 /- 1 _ 50.51 - 141.90 x\142.20\\ 1138.0 I I ."I 22.11 - - x151.30 S !}�. ,� PAVED PARKING AREA 140. - - / / .••/x .. =122.88 �' i' \ \\ \ \ \ 1 I _ DR 115.10 \ I \ FFE-136.7' ,usss ;- - 3 \I ,44.1\ \ 1 -�, `jo.a6 1 50.73= HOUSE VEWAY 11.49 1 \ ,39.66 \ // //' .___ _- _- - - - DY \ \\\\\ 4 \ \\ \\ \ \ - -- -- -----.1s3.es --- x153.80 14"OAK/ "55,.00 29'_---- -&� .z, 1 I I I •-1 /, \ 139.65 / x13540 \ \ 2 -_ - - 139.30 % / \ \ \\ \ \ \ - 51 - 82$3- / 644 y \ `3.6, 2G"MAPLE --- - / B�. fi 146.33 1 .09 1 1 I I V'I 41229. _ x . . \ _ \\ - ....ay \ : \ \ \ \ \ Z \ \ x,57..,6 � `� 1 I I .138.81 / ..1'}6.09 � \ \ \ \\ \ \ +\-113§.92 - '� / 1 I 11,135.93 1 \ 1}090 . 140.57 / / ' - \ \ \ \ - \ -- - x,57..79 ---- - -----__ 153.48 /' 1 Z - - ' 16.09 I I ""'I ,6 I 1, ' :45 / / y' - - - \ \ \ \ \\\\ \ \ - - ' / e9 GARAGE I Q 0-136_ i x,37.0, ^5 131.98 \ \ \ \ \ \\ 1 - - - -- * ri- - F 1n 9\ ; 39.7.1 7Q° i / ,\ / ---- \ \ \+ \ \\\ \ \ \\ \ - 5p� \ --- - `- L 152.60 (3�3D MAPLE .,51.34 -150- /�/. // FE=146.24 a ,1 ,46.22 OP9S 101 sa� I 1 II I ' a v� +17.1 0°_ x13}.59 ��33.8\\\\\,� \\\ \\ \ 74 \ \ +152.01 152.02/ _/- 24".r�'�E jl 1 ,16.24` 146.16 146.19 G� h,46.513- 37.91 138.65 /x138.00 /' / _ - \ J 7 \ 149. 4 --_ { _ __ 6 I I ,`\135 ` 1138.}0 .133.76 \ \ \� \\ - 9 _- --'t2_.' -"+151,61---__ / - - - 6. 1-9.28 146.85 141160 II 1 Ix I I I I I I 1 ! Ix121.04 #429 I i 13107 \ \ \ \\,\ a' EC -\- -\ \ -\ -_-_ _-_ t4'�v1?\PLE / _` '<g.0 ,46.17 - 139.185 395 3x43, 37.96 \'S°3 / - __,--___- \ \ \ \ \ 1161 z --- 1 _ �24"TREE 4°OAK--._ "1aa,so 149 16.93 16.98 ' 39 / / \ 1]7..1 �� \ R \ \ ,Z - - �,so.fi, +,49.31 £ 146 8.5 1157 /G P�� I I j Aex ,z ss jl` PAVED 37.7.7 ' xua.4 24'� EE \ N. \ \ \ \ 47.9- --------- ---- - +,38.35 \ , \� :6Q5.9, -\ Q --- ( ) •,50.61 -\_.. -______--_�- /-" • - // '// -145.88 148.81" \�\ �' I 1' 11 '12iJ�,. HIGHLAND AVENUE ,IS ROD DRIVEWAY w ' x135. , x13},31 / \ \ \ 8 - - 3 3axDhK - +137.79 - <148.24 / / I 1 1.47x (SET) .,36.3, / d' ^-- ' \ \ \ \ - - \ / �1a913988 - / __ 518.04 15.88 1 , I I I > ( / ua 7.a 138 4] - \ \ - - - (3)1 ZREE --_ � - 148 / / _ E I / / -134__ Q a ' 36.13 / ,1 \ Sz- - - r 1857 \ / _ 26'OAK / u6.e� R / / \ J ' \\ \+ -- ---- --\ 46.03 -- \ - - - - - - - - - - - - - ---.-- / / -145- - e ° � 24. , i BOSTON STREET REALTY, LLC PAVED \ z" \ '� LEDGE / i' i' •- + / -\ \ 138.41{ \ - \ \� 1 .,47.59_- Z \\ x,49.89 / , 147 ------ \x,1513_ - 44�\ R I' I 1 / / 2z/9,F MAP 3, LOT 125 - 133.19 U w - \ _ - \ 4 47.25 E us as ,3,.03 \ \ \ \ \ 1 __ \ - - - \ / / / ' - / \ / - 7 x/33.38 / / / 7.},a / \ - DRIVEWAY - UW �' ., � - .13,.81 --_-- n112�.93, 1 \ \ \ \ - \ - \ \ - - - \ +149.5, -- --------- 1 \ / - � \ / �.� /x141.86 %x1471 1 J / / / / 36.08 '137 *1137.11 138.02{ - - - - - __ \1�1 , as I I I I I I 1+1-3750 ---_ \ \ \\ 146 -_ -_ - _ _ \ , ------------- _ 14"TREE�49/38 / x14673 1.333 X I ' -- -------.11.08 / I ' / / / / L.C. 58851/272 -x 13, ,136.85 x1}6.21 "-- ..'x1}4.79 -� x1]0.25 .1 1 I - - ---�\ \ \\ \�\ \\ \x115.17-- \\ -- _ / ,49.01 _ --------- _ -cam` -,max-.a.��x--141.94_- �3 I / ' 8 14a.e2 - 1b'L / // / // // /I +1}552/ i 1 I I,126.91/ 1 � ,22.7.7 21.61 # O , 7 -` r33.9s xri3.0s J1.7s 1 1 1 I \__ \ \ \ \ \ \ \ J S - - - -- .145.,9 -------------------- - - - - - - -145- us. - - \ . - -- x143.8 --- - --------- / / I CE AR - FHM#1 1 / p1 `, i^,c ",.5.35 .--- - _ _ 36-- .• \..\r I - _ 1 - \ \ \ 4 - ._ _ \ Z'i•.+ _x-•� 8 144.94 144.32_ _ __ $; \. / / / .27 \ \\ 1 1 L J - J,.9a 6 �� +\ ' +\-' �ry z \ I I 75.71\\ \ \ \ \ - \ \- -- - _ ------ / -------- 144 ----- / -- _^' '/ MAPLE - --- --- '\s / / / / - - \ 5 - - - __ - _ _ - - - _ --- - -------- - - - - , - --- -- KI - - - -- 009 f - - -135 - 'pT� x133.50 \ o � 1 I 1 1`\ ` \ \\ \ 1184 \ .\.a - \\ \\ - ' ------ - - / / 143 - - \ (3 20°OAK (3�ZD�A1C 12 '-- //// / / /// T ,3 \ I \\ O'0o ` �. _ _ 35.25 \` I7,' .' ,30.40 U7� 13x.43 - \ -'\ 43... --_ - - _ -_- -_--_-- / __ -_-_ 142 - - -\ �_----142.59 --_ - --- 140 / / / / / --- I \ / \ 1}1.69 1 '3177 11.3, � ++ �. / I J / \ \ \ - 14 _ - -\ \ .1{7.89 _� - _- __ _--_`\ k\ - / / / / / / / \ 13182 _�- 131.41 / -. - _ 0 '129.61; i x113.58 x13/ \ 2 - _ _ _ -- _ _ - _. - _ - _ /� -------_ 141 -_- __ -_- .. _ l - 1 _ B p 13,.eo 1 -- - ` \ --- -- - ---------- - - - - - - - - \ _ - _ - - ------- --- 9' / C ,2333 - / J,j - _ \ _ _ \• \x 144:45 i \ / / 30.79 /1 22.19 ,31.66 _ �,�2�"9,, _ 131.19 GUR 32 ,31.36 ,34.'_ .-_ 31.04+ 131.14 \ \ _-\ ` - \ °1- -____ -\ X14418 - -._ -_ -_-_--_ +M4.89- ---- ----__ - -----__ -139 -_-------\ �'/ `/ \ -� .- _-_--\ / // /' / / / 4... �- x 1}0.66 _x '- \ I - `- x.136 /4 � \ / _ -\ \ -"�rJ--B1R_GH /// � / / / / / / +' x 122.90'1 1 UT tJ2.139 � \ - 4 +144.50 \ ' 1 \ / - - _- -13 / / +/ / 131... 13 "r l 9 '\ 0 20"TRF---- -\ \ _ _ _ _ __ _ \ + WHI 130.96 13,.16 CURB 13�-�J Goo ? . 'f i \ \ ---- _1 .9-_-_ - -_-__-- _-_ _-�-- --__ -- _-_-.- _ .. _ -__-- ----- -� /_ 7 -_- ---.__- _- - V --_-- -- - - / �i �_-___- --___- - / /. /« - x122.20 , .( \ - - '13 - � - ' �/ / 138 \ � / / i / / / /+ � + ,+ l +,32.29 _. - - - 131.68 TE . CUT \ �., \ - -- 3 - - __----- - ----- _ ----- 13 -- -•� �- -- 8 / �' / / x,}1.20 }t.a0 � _x144.52 + �-- / / \ / \ LINE HW .........., o TRAFFIC I 6 _ - - - _ - _ _ ----- _ 11 - - 13 _ 131.02 131.29 - +,31.60 _ _ \ - 7.956• \ - - 3 \ - _-- - - - ---------- - - ---- ----- / / --- 136 _ ------ - ---- - --- --- 37.3» 2, / /' s. ^0 ' L I' ^ ,2057.! \ - 1 7 _ 16 \ 7 _ - - _ f" _ - 11., LIGHTPOLE TRAFFIC _ _- - - - _ --- - �+ ------ / // // / 34540, 135 - - - - - '-- /// - / izdS�v� -,zfin i / 7.7..10 2 _- i 12 Seu+e 13,.15 e 3 s•F.. ........... Q W i \ -_ 36 - - _ - - - _ - ---- uz.37,+ - - - / - - - -135- ---' ---- - / ---- �., 1 OHW.. TYH =�_�-� r------- 1 E.BOX LIGHTPOLE :� \ -- u4.,s-135 _ - _ - - - - +/. _ _- - S. - - �/ �� - ',1}7.14 _ -1'3 - 4.75 z}.`s7. ___rte +131.35 130.991, +131.06 z C 132.10 - - x 1 - --_- __. _ - -___ - `- ___a_ - . -__.___ 1 34 - - /J -- -_-` - 25.71 2 i, �6@es- Q _ _ _ _ cB - --.---- 3,,9 - _ - - 2 50 30"TREE 34 -- TBM#2 0 - - _ t o -- i PK ' � 17740 - - -__ - -- '-_- -- + / ---_- --- �� ' // x 81 --._ --___- -- - � / _-_ \ - 38yl3� I / - + + + - -. i1 ��r � \" RIM-130.96 _ �-=- '... \ 133 _ _ _- - - _ - _ - :- .` � -`,* ,` , - _ - / //_ 133 ---- - - - jv y �� 3�p - J; - / �y 7.,.s x,z1.o9 132 ° �\J 1 NAIL t2 ��p, __ - - - _ - s-. 4 INVout-12 . 1 �� -- v. � 4ks.3@ 37.53- -- _ - --_ - - - . - ----- - - / - -- -- ------ - �� ++ 5' / 21.61 -- 83 I � _ --4 Sa "i.bo .. w• I J2.7a Ja.iO- - - ---- -+ {+ +�` ___-- / /` - 132 -� 45 » r-+-, --+�,-.«_�+� r 12 ),7.7..73 22.5 EP........ - '� 87)1=13140 \ - 07171 TE \ 132 - _ _ - - �- + -- ✓ -- --- _-- / ---' -_ _ - - - _.-- x„s e 7.x z - I _ uwr WHI :130.135 v-;z �_ - - - EDGE, -� / _ Z� 3= s -1*• � 123,1, 7.z 45' - 4 -� 31111----LINE ss -�� o --_ - ++ 4 - - _---- - --- 130.90_ - ._�+13---1-. r�.-��- x 3,+3 +_ -* � �� 2J 2 / , ..• - INVd►t=12b.Ob . _ Jo 6-�� 0 69 - - _ -- _� _'__ � - --- _ - -t+: S-+ 131 -`x13197. __ tea _+_.�- ,-• +-+ _ :_- �.. 2z.za i w / 134.62-+ + >�. -+-r-._ t i� 133:25+ - - 0.59 �� - - I - - - -_ - . ../..... p 3,os MIID- 0 131 T_� .- �_ 1051}- -- '�~ \ ` - - - \ - -�+ �- - - to 7.3.92.. 12 \ 17.1.76 }1.81 IN1�4nr126.2t(FY/. 741((116) - - _ � -' �`+ - ��`/ '- - + + + s-� +-� +._f' •133:87. _ ...................... ,jL I rf U CENTER l'- _+ +- -- r , - - . +.+ / - - -- - -' -- -+ +,7.6'18 s lIG 1 StfH /9@3b \ _ 1 INVir�rt-'124.99 WHILINE � ___ (FIND) 3°.2sCURB CONCRETE -�� - - - - _ -. _ az - Y am -� ,21.68 J ,. ......OHW.. _ 30.7 .�.�� 192 eh 337 „ + +/ + -130- r as9 0 13.0 22.88 \ % _ CUT 13001"......•...•.. 130.0& 1 E SIDEWALK 28.55 r 291 129 II / .. ,22.94 ! RIY=128. 2 �__ 130.29+,30.12 - x L A g� "" ,;:.;. .OHW............ L = 506.81' R = 1959.00' 69 b ��� x131581 _-___-- ,30_60_-_ uo.o7 fix• 7.5.7.1 27.. ttz - -' u4 \ z9.7s A .tiy 4' 9J i H �- : - �TE'I�[1T i - ••••••• x.•'8. .-..�-.4� � ..�.. � '25.86 //24.95 I CB X16882 , iNVout=1 3.88\ $t!W!"•.' ,�- I 7.505 5 27,77...•......................... ............... 124.02 - - S \ --_-------_____ 303 ^ \ 29.53 .... - ' RiY 122.9 / 12 r 1 4 N c--___� 4 WHITE LINE 866 C 29.39 }1.87 GUTTER , I DMX /8888 - - �za.93" =29.53 129.,4 28.14 26.78 OH INV 63 - __ - ' 2 _ _ 129 '•, , L P. 2s.oz : ? 121 �__�-_ �� LINE OF MEDT m�Td - _ zs.e� 21.87. - 17.3.\9 1167. �- N.. .. . ............. / out=1 0 _._ ! 2 AN INVin- 25. �UG3�- _ - -- ,' INVtn-125.51 129.53 _ � 1. fP"G�BCP)-_ STRIP''. a - - 28.83 - 7.569 \ WHITE LINE �'� _ za.ss 8 \� I1Wir1125.0 0 -�_= _ 1. 132.11 1}1.72 : F- T_- - O'tle�f 1_____- __------y_ _ 129.25 2821 - 127,851-1 __ ,3\ 8 INVOut=126.0@ t N x 130.70 - 4"Stu/tT 127 56 126.55 124.4 1.9 TMH ' 126.60 _ I 1 r I �-- �-- _ _ _�_Td Fol of Main-----------= ------ 7.1.71 -�:- '•. ELI _ 31._97 3,.63 z WHIT NE iii TYX TYX u __ -124 % \ i "_ i/ 25.56 _ ' `+x -_-______ 31.52 W ��' - �_�_��_� -._-=_ '_ ____________4________________- ------------ 127.49 126.77 \ �1?S -�Ta'b(pr+) �vr \ _ / 128.10` 1. _---______w_________ DYX /8887 - - - 204_ •., \�ti \� --_1s"D(RCP �_ •• -- = wt DYX X18884 \ \ �_'-�-��_�_ - ------------- 11 \ --- w i// \\ ,7.7.97 -------------_--------------- --------4------- RIY 32.11 4��, "=-4._._ _ `\ STOP LIGHT* -�_ ) '�----l--______________ 3 ,30.9, RIM-130.73 \ 2955 �- _ --------------- -------- - - - -- - - -- --- - / / ------------------------ INVin=f26.37 - \ ; INVin=124.57(#6866) - _ _ - - -- --------4'•Stutr Fo7re Main----------------;--------f---------------= ------ ----- - ----------------- • LL 123.76 b-'-' WHITE LINE INVi7wl26.83(ip8888) _ - 133 80- b --� \ INVin=f24.29(1y8888) \ \ -- - --- - - U- Tall- / --------------------------=b---- LD1) - +' - oe \ 2 .16"111( 1Wn) INVi7-124.x'4(#6888) 32.32 1. -1 `\ - - _ _ f TRAFFIC SIGNAL AT - 1 IN-Vin-1,,..13(A6886) \ � O \ 7.1.18 - �_-__16"D(RCP) * _ _ _ y�catINYout=124.34 4WHI 1. 3.2 _ \ -.-18••0( ROAD INTERSECTION --14•• JtcP 1 INVin-125.91(#6886) \ \ HLAND \ _ r--- 7.1.7.0 _ _ _ (app►° TE LINE � Of< ` (appQ�e�IJ_ - - _ _ J� �_ )----�__ INVout=124.28 -1 7.9.81 HIG /?� I /26 ,25.07. RCP) 124.8, j DYX X6881 -� % �, atlosa) r '-' --- 30 TBM#3 _ _ . - \ \ \ -'-, 13,.37 x131.20 `\ 110.77 -- --------15'D(RCP) 1?9 "y I --- ---=2g� 7 4 1. / RIY 12 .81 1 0 \ I -' 31.51 30.95 \- __ 1c I _ FJZlAS-STS1P as 26--- - 9 i INV{n=120.73(�IBB62) , - \ a 1 ;• \ __�__'� 37..19 DMH X6@88 --- - FNVin 1? 9( _ _ _ - E LINE RIY=132.164 13215 . 37..,9`2 \\` 1 -._ _•_..._ _ - _ - - 13,.' 30.65 ` \ ,2e12'---- za3 -- -�- u767 ---- L1 I / _INVin=11B.�8 8C3r \ - \ WHIT 3,.1, --15"D(fdCP)�- --- 26�g GUTT�R�.L�E QF�d INVin<118.77({p6@SO) _ \ 732.08 , J \ 1 130.92 -'• _ ,3114 \ 129.01 DYX /8863 128.31 ,1._ \ 1 x132.19 � ._ : - _ - w 1 1 \jCB 6@@6 _ -17588 -.-._.- 129.62 _ 81712@.31 - _ \\ I RIY=130.92 - _,_,_._. \ _ - _ - _ _ - - - - 132,2 3 -'-'- -130.}�._ iNVin-121.68 - -- - - .. 1. x /1 INVout=126.91 _ _ _ - _ _ _ _ INVout f2f alb I _ _ •� -- - 1 _1zs.d�.-.-.-._._ _ _._ 1. \ 37..08 I. 1. 3,7`5 WHITE LINE /Q \ 16'lI(CLDI)-•- _ _ 128.92 128.05 -I \ - - J7.,° ``\ck 1.a� I \ (aPP+os.looatinn) - - . - - _ ,;,}7..°t N V \ --- - - - --- - - 132.03 \ � 14 \ - CD .,37..60 },,e7 •}777• / DMH /8886 131 -130.81 \\ 0 U T H B 0 U N D �- N •EMH RIM=126.19 N #392 RIM-131.61 31.81 131.61 D A U E \ 31.58 WHITE LINE HIGHLAN HIGHLAND AVENUE l �° 26,9 _ #440- 450 ` / 131.69 � \ LP*', OL `\ / 1}1.58 x.,30.88 \ N 392 HIGHLAND AVENUE REALTY, LLC 1}17} ``\ 13,.85 C '131.54 131.45 RIM 3632 \ M MAP 3, LOT 5 III 1 15.55 b 131.41 ,31.32 131.43 \ 1. N 131.66 `, 4 ,},.3G \ HIGHLAND AVENUE 1\ 131.27 \ M 1 sMX 452 '3'.27 \ # #402 ROUTE 107 SALEM ASSOC L.P. CD i ------ - \ 129.99 129.80•'• -7�H C) \ SMH 3 43 MAP 3, LOT 4 28.70 30.94 (` l \ INVin=f28.98 - "'" 131.26 - 3°'74 3007 HIGHLAND AVENUE � I INVout=126.37 ,`. x,}za3 ��- - L. � 50.02 3175 #396 - _ 1' 913 �,--------8., : - - CAMP LION OF LYNN MASS INC ! �- -y_ x73748._ - -_- -- 131_ }066 MAP 3; LOT 1 3 96 --- HIGHLAND AVENUE �, 11, 70 131'79 / 1 ` I OLDS VILLAGE MALL REALTY TRUST 31.52 c: , 28.5' ° PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Z 1 1 ,31.61 LP. MAP 3, LOT 133 #400 1 X 35.20 x _ /✓``�� iii ;' 3,47 HIGHLAND A VENUE �P�N M Ssq ENTRANCE TO �F w _ },94 ,, : OLDS VILLAGE MALL REALTY TRUST TEAM• �� co 1 ,Q - MAP 3, LOT 5 G / -f p SCOTT IAN y •� PATROWICZ � ' 1 t'1 Q� AND EGRESS FROM OWNER/DEVELOPER: M CIVIL r" ` 32.56 r,l PAUL FERRAGAMO v .3g ci CD \ i � ' HIGHLAND PLAZA CD , �a 978-977-9801 419 HIGHLAND AVENUE, SALEM, MA 01970 Q A9 � S � ,32.46 7 .7 _. 3 MAP 3, LOT 6 1 11/16/09 REVISED PER PLANNING BOARD COMMENTS L ATTORNEY: NO. DATE DESCRIPTION NOTES �1- f GEORGE ATKINS (Y' 1I7 RONAN, SEGAL, HARRINGTON � V _ 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING 59 FEDERAL STREET, SALEM, MA 01970 w DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. LOCUS IS 2.51± ACRES. 7. ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL (978) 744-0350 X107 Q \�b o � 1 3261 •,11 •'• PERMITS, LOCAL AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY OF SALEM 0 l 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ARCHITECT: DEFINITIVE I/ A SURVEY CORP., FEBRUARY, 2000. HARRY GUNDERSEN u3.o0 '! N ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. � I GUNDERSEN ASSOCIATES 20 CENTRAL STREET, SALEM, MA 01970 _ � 3. PROPERTY LINE REFERENCES: 8. IF EXISTING UTILITY SERVICES ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR (978) 744-1000 *I O ,3346 11 \\ ,: A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL INSPECTED BY TV. IF THE SUBDIVISION 7 2 / B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. SEWER C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. AS PARTAOFRTHE UTITILI�IIESEPERMITNOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED), IT SHALL BE FIXED SITE : Ill I SCOTT ICZ LAND P.E. EXISTING CONDITIONS � / *133,53 PATRO�PICZ LAND DEVELOPMENT ENGINEERING Ol 1 W ;LP. D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. w }�46s 14 BROWN STREET, SALEM, MA 01970 G E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. 9. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO (978) 838-6400 or 169 // � Q 133.40 . F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. SETTLEMENT) AS REQUIRED. // G. LAND COURT PLAN 71598, DATED 5/22/36, FILED WITH CERTIFICATE 11169. FIELD SURVEYOR: 11 RESIDENTIAL LOTS 133.53 / 1 10. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE GAIL SMITH, R.L.S. NORTH SHORE SURVEY CORPORATION � 11 O 4. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW=0.0). PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO 14 BROwN STREET, SALEM, MA 01970 for a site at U LU i TBM #1: PKNAIL IN SIDEWALK, ELEVATION = 131.68' THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE (978) 744-4800 405 - 427 HAve . TBM #2: PKNAIL IN SIDEWALK, ELEVATION = 130.69' THEIR OWN SEPARATE APPROVALS. 134.2} 1 x '' TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' Q e !�' Q TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' 11. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR z 131 ']3.87 : Salem, Massachusetts Q // 1 TBM #5: PKNAIL IN CEDAR STREET, ELEVATION = 124.00' INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED APPROVALS /1 \ TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. APPROVAL UNDER SUBDIVISION Date: October 13 2009 \\\ TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION = 161.08' CONTROL LAW REQUIRED: ' 111 ;' TBM #8: TACK IN STAKE, ELEVATION = 170.09' 12. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING PLDE#99-34 Scale: 1" = 20 Sheet 8 of 8 a Jr TBM #9: DRILL HOLE SET IN LEDGE, ELEVATION = 168.04' CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BECKETT. SALEM PLANNING BOARD E J : TBM #10: SPIKE IN TREE, ELEVATION = 154.41' Land Owner: Paul Ferragamo 0 1,54.63 13. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING / ENTRANCE TO 5. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. INSPECTOR AND/OR CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED 0 ata 419 Highland Avenue, Salem, MA 01970 134'07 USE OF THE BUILDING. THE EXISTING AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN 3 34.38 134.81477 3.61 LP. AND EGRESS FROM 6. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS COMPLIANCE WITH CITY AND STATE BUILDING CODES. PATROWICZ GRAPHIC SCALE PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LAND DEVELOPMENT ENGINEERING co 31.88 HIGHLAND PLAZA LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE 14. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES 0 20 0 10 20 40 80 TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND 14 Brown Street, Salem, MA 01970 U '34.93 PRIOR T4 ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY A09YE MENTIONED R€QUIR€M€NTS F9R CONSTRUCTION, ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE (978) 836-6400 (7 / LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON NORTH SHORE SURVEY CORPORATION ( IN FEET ) / LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE 14 Brown Street, Salem, MA 01970 0 1 inch = 20 ft. APPROVAL. DATE: 978 744-4800 _0 M a) E 0 0 O 0 BARNES v - I - #22 #7 I _T I WOOD i #12 DECK - I #14 #16 #18 20 , WOOD � / II II II II � #5 DECK \ / I #6 FUN E 2 \ v 24 FREE \ 1�iERRY 1"// CHAIN LIN A \ \ \ �S v 1 o PAVED DRIVEWAY ENCE Y ` \\ \ 11 .C' m crni pU�? 1 \ \ \ \ \ \ \ \ Uc 20"CHERRY 152 ._ \ \ \ \ w / / \ \ \\ \ \ \ \ \ I \ 1 "MAPO 12"MAP , MAPLE _ \ \ `,._ \ / \ \\ A - 51 DER OULD 2 \ $ �� �v \� v `v v �� vv v vv v v v `v �v v vv v`- vv _ _ - -LE 14'M � v 4\MAPLE.. #3 ' � �150`B� - B \\ � Q ISSN 6 ' \ I I I \\ � \I \\ � 1�0\ 1 S 68 5- BER \ \ !68 u.� ' \ \ \ \\ �\ \\ \\ \ \ \ \. \ \ C \ OD 20" ERRY _ / 2"MAPLE \ , \ \ \ \ \ \ CK /' e BOUL R ______ 15 I 6 \ \ \ \ • _ - 0 3 ------ _ \ \ \ \ A \ \ \ \\\ \ 3--_ 24"TREE� � \ � \ � I _ 1 1)!"k-TREE --\ A \ \ \ \ \ \ 3 24"TREE - ` - \ ------- --- \ _ \ \ \ �.�\\ .\ \ $\ /� /. �� ^\ � \\ \ \ \\ \ \\ \ \ \ \\ \ \\\\\\\ \\•` �$ !\ L - 1 BOU DER I - - - \ 0 14"OAK \ \ \ \ \ \ - - - _ 75t \\ \ \ �\ \ \\\U<pF �\ \ \\ !6g\ \ \\ / I y� \\ \ ` `\� \\ \\ \ \\ \1 \\ \\ \\ \ \\ \\ /148_ v v v v ` \ \ v �� v _ 1 0� - v A o A -_ V(OAK I � v A A 2b"MAPLE 2 dST 5 \ \ \ \ \ \ S \ \\ $ w 1 23"CHERRY / � Q \\ --149 i-- - \ ! \\ \\I I\ \ \\ oi' \6 ' / ! / / � / I I II I I i � I I � � 1 1 \ \� -la p!O �.-', I s1�E �\ s"HIGH 147 �` I4 // �. +153.1o" IL= - = --�67_ x//16% o O \ \\ \ `\ g t I - RET.wAL - --- R / / I \ 146.5 - �- -- -- `1 147 145 4+ 153 5 I / / -- ,' / 9 \ \\ \ \\ `\ `\ i \I #435 \ / 140.9+ = 1. � \\ I _ / I s \ T_ $ I 1 ;h 1 // 3 \� �� 6�� 166 6. �� = /�� / - \ ' !J; S� 3 i. 7 146.1+ I tT'� , 4 \ �6 / ,� \ -- _ 1 1 5 \ # S 1 i X63 i +C - 14"CHERRY \ .; 153.1{. •I s' - 153- 161 _ - ��` _ \/ 164 i �l ?� 1 1 j/61 144.5+ 144.6 I II \I \I I , �.`y�CO LP:144 5 6� / o 15 - ' CONCREr -- \ I I` __ - , -_ _ � 6 0.-. �!I ��y� �j � ,i �.1,���,5 � +121.5 \ 1 __ / I I 1 i RET.WgLLE \ 445- ! LOT #i ° LOT iZ -- / - +155.5 144.3+ � �• C N 145 PORCH 155.5+ 149 - / D7�* 44 144.5+ D ? W ,, % \ ; LOT 5 , 132.1 / E INFILTRATION \ 144 S \ E Y W 1� F o 111,x: \ �� ` N \ � I DETENTION BASINF l� *, I 5"APPLE PORCH o a Q !" *�* N \ 3 147.0+ \ / N WCS#31 14 �l IS I m LOT a� I I D v / . G (OUTLET) ' ! - B 4 \ ?� X151 # i ,� Ln r \ \ \\ �� HEAD#30 + 141.2+� _t �\ s� ,S r \ I K �i LOT #4 150 �c ' Ill f - v ^ � LP:141.5 _ � � . � � � 15g � I I m z + M SSE � � ',� LP:149.5 • LB 2 ta2 102 D - / � CB � STEps PORCH 156 j � .��^ \ ; _ ' fB� 7 DMH h PO CH �, # - \ SSP i / 153 154 _ PORCH j I _ EPS F - N CB#2 \ w / $ �r EARTHEN > SW#1 -- _ � B a� �,� rn� % 2.07 / D\\ \ 7 / CHECKD , ro o �_ - - 10 N \ ° w ��$ CB 7 (20-o.0 ^� _�__ _ __ _ -- - - - --_-' B#2� 1PATE IED: D \\ �� SSP#11 :150.3 SW 21 C8#21 - Sl'P 26 ce#26 - -- r 9 I �� -_. # RTHEN # �1� I #401 � DMH �#24 CHECKDAM`. - 8 l / \ / o DMH 23 20 O.C. 1 13 -1 W �� �� �S �� � :�1`� 5.5 �srj _ � _ - - �h ®� # ) E #403 - - �e - s� 22 � - _ i n C14 429 �° �:.. Y t SW#2 PORCH - -- - � � �' "' _ / B 2 �� • �- y -__ __ ; I i� 134 � PORCH � I � GARAGE 1 �i : 4O --- - - _ -- - - FFE=136.71 \� �j ' PORCH 1-140- ; D - '\ .\ \ \ B `�6 ,'. +6.5 _+134. \ PAVED PARKING AREA 133 F 143.1+ � B / _ ( 137 0 \ l ± - r.- - �°�. /°A rr h 136.5 I \ 13 LOT #6 N 142 1� ---=- / J LOT I \ 6 --- LB#4 / �„ _ _146.4 I - off° � PORCH 1, / PORCH v� - l G� ` PAVED 133 , 3 LOT #8 I PORCH �° wo +1X3.0 ! � 13 -133---��_ � \ o HF . � I \ DRIVEWAY J --- ,38 _ 13 \\\\�\\ \ \ LOT #7 +; j A ,45.2+ LOT #9 1+,38. LOT #10 .,� v A 129.5 132- \ \ \'\ `r A �\ 138 I +132.7 I i' � - PAVED , ow C 2 STEPS \\ \\\\\\ C cn +150.9 - I •O' �'' caw LB 3 !�- 139.1+ _ \ 1 \ \` s 42.0 S • E DRIVEWAY # 137.5 �� = -- m WALK- 137 1- 13'1 + ; R HED. \ ___ 36 133 (/HEAD#5 �J �- PATIO - \ -- -- I OUT + ) I \ + - A 132.5+ / I I I 13 J 132.6 , 8 1 -- # + \\ C6 LP: .. _ � 1 1 I I \_---- 147.0 --- OU � 13 I PATIO I PATIO N - - , ----- ^oY' 137.3 wA33 0+ 13g Sao L - 13 - 1 - WALK-OUT �� --- 0 131 INFILTRATION / "--- - _ - - _ 146 � � ,�... ------ - _ - -- )�� - �, $ "- 141 140.5+ ---- I _1 143.1+ _ - - - _145- - _` WALK-OU J 138 9 PATIO + cuRB s'PINE / sl P, FOREBAY _ 140 5b0 , cur 132 �! 1 0.5 130 DETENTION BASIN \ -- __ 45 146.2 PATIO ------- - ,44 136.5+ T 13 - _ \ CURB - _-- _ _ -144143_ \ - �- - ------- - tai \ 138 y� /% ' i i N ""` -'\ \ _ - _ ,- -- _ -- -137- _ _ � i 1D v _ , WHITE Ilnic CUT EX.CO C.SIDEWAi V� 130 n LP�1.2'8 5 WCS 40 -142- - ---- 142 PATIO ---- -\ / _ .. - - + # ,� � __ - 13g--, X140- ----- - - -- -'� - i L. - 136 _ _ _ _ ' a' 1 j (OUTLET) d- -- -- -- _ -_ - -- -- ---- - _ - - - - s �i CB ` o "- II - - 0.98 INVout=128.31 �� -- 135 _ 1 '� I - _------- --- -- - - -- E -- - 4 DMH 867 WHITE LINE EX.CONC.SIDE ' 133 3a - _ - --- -----" 3)� _ - - I� ----- "" - ,_-- 4 - _711 _ _ _ _ i - -- _ _ _ ----- 131 1 - _ - -- BIY=�.11 WALK - i - 13?-__--- ----� ----- /�\13 1 6 - -- _ ------ - - ----� ��� -J _�-� ti INV{n-126.37 - - _ _ _ - 131 -__ --_ --- --- --� ___- - ---- - - - - - INV4f►�12b.93/ 888 ' CURB , - - - - - - _ ---- � - - - --_ _-__-'__ - --_ _ _- _- -- -- _� � � 123 _ ) CURBCUT EX. _- - - - - - -=-_-- -=i5 - BARIVES E #22 CIRCL - � / \ ..:70.90 #7 #12 #14 1 #16 1 170.94 #124.00 / 1 #20 #18 I � .70.75 \ =1711.25 / #5 \ {t 23.80 I +170.45 � +187.94 \y / / \ ,169.31 #6 149.06. \ =170.09 / \ - 17 I x158.70 \ \ � / ,2},0• - �,� 124.72 21 169.99 157,84 166 5 N i ' - � A 26.56 - 157.76 t 4.18 tP O 154.58 I / 57.06 I +770.18 \ s \\ t57.1x i67.i5 +189.45 169.17 _ 1s 15]-2' 1 \ \ \\ +169,91 W 152.15 *169.27 `\+154.]0 \ 01 Q'O I 157.63 *16B-6`_ \ •170.55 0,/ 0) \ ` \ 152.68 *'51 51.} 132 _7 ,57.03 158.22 11 2.02 :164.#9 •169.19 *169.71 \ \+169.39 +168.51 ,67.9 \ 28.65 I 42 a 158.65 .5.97 / .169.15 •151.02 151- r 152. 158.88 1+58.67 \ // / - :• \ \ �45.6F v +- � 7 #59.35 .81 / �. ` O 150.22 - 152.66 ,169.50 - 67. 23}1 / - 153.45 * +150.56 r \ \ 1 159,61 \ 16 92 157.74 _ x:51,}a \ 153.55+ - - _ 1.56. 7, \ ,16707 �1�0 fi0.03 1 86 �' \ \ x_ \ 1 990�150� \ `+15078 151.9} - \ 153.40+ \ P 5 / \ D y \1170.05/ 125 1 � \ 62 s � \ +167.74 ` ->� \ � %00723.24 1 +1 / \ \ \\*153.26 * 1.53.20 1$5. \ + \ \ \ \ 2, +125. 94 �x / 15 \ 1 \ \ O •167.37 160.56 +159.52 \ \ \ 1$ \ �' 1 169 12 x168.00 \ � \ I I x149.16 I \ +151.07_ \ _ -. _ _ ,152.21 1,53 4 \ \ /' \ ,168.65 \ \\ .\ \ \\ \\ \\ \ \ \ \ 40.5 IS: /+1244000 `750.0 9.76 149.36 ` + \ 155.29 15918+ _+� \ / WATERS \4g = 149.56 \+ g� ,150.57 \+� - \ 164.71 / \ *168.86 \ 150.77 15 + oo 153.73 \ \ \ 758.93 /i 0 I6Ao0 \ \+167.91 • �.\ \ \\ \\ \\\\\\\\\ \\\\\ \\�\\ \\ \ z \I 123.88 - + __ 518}:02 16 \ \ \ \ \ \\\'•. 2 .152.57 ,156.16` \\ =169.62 W-'- v � v x16 � .� � -�- � ,52.,2 * \v\,, � � �1 - rO 1\ \ 1551 \ \ \ \ \ +16 .O6 ,t * ; - A .166.31 \ xl \ \ \ \\\\\\ \}7.OB \ 1+126.7 124.89 x 149.25 _ =150.49 154 41\ �\ \ 20 188.70 (•, +`164.18 \ \ \ \ \ \\\ \ \ ( 1 \ t 148.74 5027 \i (�y7,125.9 \ \ +157.32 168.96 155.36 . .1 T \' +148.72 * 148\ •149.50 - \\\+153.27 \ \ \ \\ I 5899+ 148. ' +149.64 \ \ \ \ \ e 8 ` ,i4.B7 *146.59 - +tag.}9 149.24 _15p\ \ \\ \\\ \ \\ \ +155.83 \\ \\„158.14 \ x1614-50 � \ ,fi4.95 ` �53'�' x-4568 \ \ 24 \ \\, p K\ - _ 1+149.2} \ +150.41\ \ =153.A\ \ \ \ \ , +168.85 ` ` �„•,� �. 498. 1 r 147.89 _- - , 4 \ \ \ \ \ 168.97 r 168.2} 27.17 ! 23.50 147.68 I \ 9 \ \ \ *tfi2.71 I ` + 161.24 *157.52 __ 122.69 ,47,27 _+147.44 +147.42 \\ •148.15 ,'47.89 _ \ -\ \ \ \ \ \ +1 1 x123.18 122.57 \ 146.8 - •147.33 46.97 \ __--- ,147.50 7 \ \ +152.74 \ \ '\ \ I +169.03 , +1616%. 7�x + _ ca a' • \ I7/I I \ \ a� 146.73 ,g{ 14 j ._ x 147.72 4� -,V �+ \V A A v v A A _,169.08 `V 16 x14. B •116.�2\ +147,82 x 47.28 \ \ \ \ \ \ 154, 2 \ \ \ \+160.48 x163.83 . \ •166.65 ` 161.08 +158,55 I '5490 1 4.61 ! I 146.25x148.28\\ 1SO�Dj \ \ \\ \ *\ \ \ 162.50 + •166.85 / *W5.12 `, .tat �+�37.3 \ 1 4.64 \ \ \ \ \ \ 8 #435+ \ - \ \ \ - - 1 L�..� � , 4 \ 146.4 +146.87 146.74 x 74) \ \ \ \ \ ' / �'� ! / t 1 1 1 43 \ \ 125. 7 1 V v + \ V A A V A A AV v,8252 162.97 I a I '\.. - r.. 1457, �c7�9 \V A 1124.02 / 122.71 r 145.64 1 147.70 \ \\\ \ \ \ Q +168i6 / *167.42 •167,02 17.07 + \ \ ` 122. 9 x 144,64 \ .1¢6 ---- \ "c \ \ B7 \152.14 \ \ \ \ \ \ I �.\ \. \ / � / 157.�9x ; I 54.113 I I 4rt� \ J3 x 145.30 \ \ \ \ \ \ \ \ \ I \ . .\*. I I \ I ,.f 244 \ \ \\ 122.33 \\ \ I \ '\ \69.0 166 / I -�\ I I x 40.x4 \ \ 123.20 144.89 O \ \ \ \\ \ \ \ +1.55,75\ \ \ \ 1 I I *165.1\1\, \ +. > 169,40 + �- / I 1 \ "\ \ \ \ +145.49 +145.84 *145.84/ y- \ y \ \ \ \ \ 1fi0. IT \ I \ \ \ 122.64 145.0 \ \ 1, \ \ 769,. +166.32 159.31 +1x5.59 / \ 147.01 x147.44\ \\ �\ \ \ \ \ \I 1 158.27 \ \.r. *I • I' '1 j \ \\. \\ .\\ Q56 / 3.11 �' T- I \ \ 11 I I I •1159.42 137.28 145,11 / i * F \ +#150.93 1V v :15 1 *168.04 / / 165- / /// +155.09/1 / V 1 I I I 2v A A :W 94 \ i - - •148.26 \ \\ 1 \ \ l \ 2J 1, 1 \ \ \,•� ` - / I I +115}'415 ` 1. I I \ f I I \ J \\ \ �- \ / 6 I \\} \ 49.7 I \ 131.39 �- +144.40 __ 145- / / was v 7 164.52 Bg sb.es h49fzz I I IP v z9.oe v 143.36 44.97 \ / // 'x.144.Ox \ \ \ ., +16JA7. -_ Js / +160.6 / x r x1 •I , I7 \ \ \ \ 12205, \ l \ 68 +154.05 / / I 50121 I \ \ \ \ \ 1, I I ... --- 143.90 .2 +144.54 !143.98 7 44 ` / 1 _ *144. 8 +144.78 +142.86 \ +167.57 - / / / // `•� \ +1145.07 `\ 143.85 .4 --- x '-_ i' \ ` \! / f157.04 \ \ \ \ \\ \ \\ \ 401 \\\ 1 86 +144.20 43.85 48.20 I 52 31 55 79 57 S6 x 63.27 4.75 66 i 65.5 64,03 1 64 3' /' /' 52150.99 0 \\ \ 35.73\735 \ \\ \\ \ \\ \\ \ % /' I l I I \ 144.06 A 164.06 /' / \ \ v v v\ v \ I 1 +122.5 / +113.57 x \ x146.19 _ - ti JS •161141 / // ' / 15!.95 \ \ \ \ 1 \* 1 \ 143.12 \ \ S / ` / / I I �9.2T I \ \ \ \ 121.86 122.14 x 142.13 3 0\ \ / / 1 4.,1 / 145.11 \ 1272.066 ' - _- _ _\ aa.B I ` - 34.83\ x13265 I Q3-_ \\ \ \ \ 62.28 JS / / 5 50.45 y7 7 21.53 42 35 143.53 a 142.43 \ \ \ •\ p\ \ \ x 166.06 / / j/ 160.t 0'/ �'/ / I 145.411 \ \ 6 \ \ \ \ 152,15 1 3� I =1}9'}0 3 \ \ \ 122.58 -..,142.08 x142.64 \\\ \\ \ \ \ I \ - +165.90 / / / x153.49 / I IIrI I 1 1 1 \ \\ \ \\ I ~ +143.}7 +142.16 +1 9.71 \ \ 't \ - 152.2 3 47.00 42.25 14?_ \ \ \ \ /253, \ / 3 i4 I \ � \ \ \ � 15454_ \ \ � 16 \ \ / / ts,7s I I 1 I I I \ \I \ + 155.41,• \ \ , / + + r 157 07 /1 .84, 150.30 7 \ \ \ \ .1st. 3 52.90 \ / 62.63 6 t6z.e1 / 50.43 0 L 1 \ 38 13 \ \ \ \ I \ - \ 164.02 y1 14.85 1 1r / \ _ +942.91 \ \ \ \ \ ` _- +165.46 +164.32 50.59 x_ 119.60 \ 4 1\ \\ -151.\29, \ \ \ `\ \ / sa o5 150 e1 ' /� 1 I I 1 \ \ I I \ \ \ \\ \ \ ��` +141.07 x`142.08 \\\ \+1},65 \\\* \14a.�5\\\ \ \\ \\ \\\ I\ I \ •160.25\ \ -._16 \\ \\\\ \ \ \ \ ` \ •161.59 162 / / 15,4 1 / \ �14\ 11t4.g`1 1 I 73 \ \ \\ \ +131.65\\\ 0.63\2 1j \ 12282 4 + x142.61 +141.42 \ ,140,36 1 2.10 A A ?- A / 1 V 1 1 \I 8 1 I / / `x 1 \ , 1 \1 ` 121.9 4 1 x141.49 _ 8 ------ 141\ \ \\ - + \ • 1 v v 16 �. 1582 / ,749.58 I A / \ \ \ \ +163.77 / 15��. I / i40.9g \ \ \ \ 1�.68 \ \ 1 \ \ B ` 9. \ • + Y x \WATERSHED:k\ * VrV 160.64- 61-- •116305 - •164.67 Q� 154.91 / f1. I A. +uo.a1 \ \ \ 16 I 1 \i4 7140.52 142.25 142.22 \ \ \ \ \ 15925 158.85 151.55 •151.4} / +148.61 I \ .47 141.62 41.616\ \ \ \ \ \ 1 .56 \ \ \ \ \ \ \ \ •163.82 + 160.57 / 154.96 1 \ r _ \ \ 63.04 - _ _ / '\�J / 138.19 1YB.�2 \ \ \ 1 +141.20 r 141.41 - +140.51 - \\ \ \ * \\ \\ \\ 5150.02\ \ \ 1160.22 1 .. - - / +� 58 *15120 \ k14�.87 1 0\ \ J x140.37 \ \ IS 92 6Q \ \ 159.14 15532+ / \ 1 I 140.59 ¢ r 30.62 7. r 140.57 14.27 \ x 158.28 \ - 1 ( I 139.84 \ \ � \ _ 160.18 / x \ \ \ \ \ \ . .-.. .� r 5 150.44 \ 7 1�9.b I I \ I \ 141�141.40� \ \ \ \ \ \ �\ � / 1 152.06 \ I I I� I \ L 135.0} _ - -14 1$ v / 15 x� 21.64 179.75 + 161.88 \ \ \ \ 1 54 2 152.12 � '. alsz =140.13 *tw1s, 0� v vv \ v V A v v v v V A `v 9 +1Bo.� � 1 1.zz,' � / � / II I I I I V �1 1}3.se \ )7 5 ` \ \ \ \ \ \ \ \ \ \ \ _ _ _ _ - - - +15772 156 0 140.50 140.58 * 41.37 +141.53 / •139.74 140.00 \ \ \ \\ \ \ \\ \ \ \ \ \ \\ \ \\ \\ `'- \ 16038 _ - - -- _ - _ _ --4 /8.92 / _ _ +158,16 / /f-54.6* 152.32 / 49.50 / I I I I I \ I +122.33 \ �\ \\\ \\ \\+143.1 \ \\ +14b.44 \\ \\ \ x�50.B3\\ \\ \\ \ \\ 58.. \ \* S -160,91 `. - 246 9 x138 2 \ .96 «155.10 \ 157.57 1 \ 160.69 .OS , �54.a1 ! 119 \ \ \ \ \ \ \ \ \ \...� . . . . _ i - - / i�5 sz.a 62.21 114:Jo/ / 147.89 14 i 67 II 1 \4?\ \ e II I \ \ 150.51�x 149.91 6 \ +132.28 179.7 *140.74 / 140.03 +179.40 \ \ \ \ \ \ 1 / pg. 138,61 140.74 x139.18 \ \ \ \ \ +137,75 I 139.81 14'.20 161.5 / +1}9.24 \ \ \ \ \ \ \ \ \ \ \ +152\3 \\ \ 15j - \ \\\ .� x'T59'B'2- - 156.59 149.34 /��/ 147.51 / I I I \ ,?}}.99 I 122.64 „39.50 - 150.33 ` x1'1.47/ \ 141.9 2a II I l3 + - :140.95\ \ \ \ \ \ \ \ \ \ \ \\ \-.- - - ,- ,t2 a] x�+ 50.45 _ 148.86 148.1 / l F1 \ +156.26 9 141.46; +140.68 / 139 \ \ \ \ \ •\ \ \ \ \ \ \ \ \\ \ \ 1g \ \ -�- - 159.54 - -_-- - _ 156.76x ; / \ \\ \ \ \ I x119.48 139.08 6 - - \ x157.00 �x 50.71 150.24 148.49 146.88 / 44.05 \\ \ / ' x 143. 5 \ \ \ \ / x - =139.13 \ \ \ X \ 147.7\4 \ \ \ \ \ , *151,11 515@.29 _ // 156.78 lx 50 56 \ \ '37.84 1 I / *138.76 \ \ \ \ \ \ \ ( +',) \ \ \ \ /1107 \\ + - - 0 150.89+ / 148.19 45.24 \� \ \ 722.28+ 38 / --- 13..2. \ \ \ \ 155.85* A \ \ \ 141 . * \ \ \ \ \ \ \ \ X755 _ - �� -\._-- �a..150.99 / x \ \ \ +t}}.0, 1138.98 +165.85 � 152 / \ d 14.06 \ \ \ \ \V A F. 74 ( *179.88 1. _ \ \ \ \ \ \ \ _ -- - -./J x / / S 1 \ 1�.77 \ \ \ ! M x121.87 140.e A A \ V A A 150 24\ V A �1 93 x157#- rlse.aa l l ,15o.ae ,a7. 1 A o =13_e.>4---v vv A A \ V I V A Av v v vv 4 v .157.03 - - - / / tst.ea +151.92 �� x�1so.19/ �* v V vv Ut 1 I / +1139.02 /y 155.03 x140.48 \ x13,7.$85 --/\3'x.\5 \\\_-#139.76\\\ \\ \II I I I\ \\ \ \+148.0 \ \\ \ \\\ - - _ \5482 ` 11•�/ / t +15x.4 _ _ xt %45 �..t1 t51.ag / 148.02.46.51 147.1846.95 \ \\ \ \ 1\ �136.�6 I 1- \ _ a L _ _ i 4 39.49 _ ------ / 15 WATER HE _ _ 138.72 =138.25- \ 3'. \ • 51 ' \ rt}9.26 x138.54 /' `./ 736.85 \ \\ \\\ \\*14,.58 I \ \ \ \ \ _ ;' /' / \ � \ 1 123.22 _ -- \ _ _ 145 40 \ I I� j 139.71 - x136.41- \\ \* \1 8 \ II +152.28 x,54.}0 x154.61 _ / - �- 151.015 .. \ 2 \ ao. s \ \\ I 1 \ 15 50.02 1 .4,41.06 .138.55 - .,\•y'I \ \\7(� \\ \ 1 \ \ \ \ 2 =0.5 144.'.9 \ ,138.03 I I ,+14.11 «122.68 x 154.33 / + a.211 122.1 139.66 \ ` 151.00 144.21 \ 1}9.65 1 // r135�40 \ \\ \\\ \ \ \ 51 +'52.95 =153.66 +153.80 r151.6� \4 x6.33.29 146.0 I I \\ / x 134.99. \ \ 1x 144.11 \ \ \\ r 152 16 \ 138.61 139.30 -` * - 46.09 \ \ •t3�.90 140.57 / x738.81 // /'/ 6;X36.09 / / I \\\\ \ \�\\\ \ \\\ \\ \\ r 1 . \ \ - +152.76 153.48 /' /---___ - /� x1}5.93 \ I 122.91 -. ..._\\ \7 _\\ \--' / +151.89 - v -_ O S I I1 ,; 1 150.46 0 7.' 1 \ 04 146.54 ' I \ 135.45 __136•-1 5.77 739.21 \7¢0 + / / � 1/// /X737.07 ,\°j / t�4.98 _------- ---_ \\\\ \\ \\ \\ \\ \ \ � 50\ 152,60 - 15 • � - - - 3 1 7.91 138.65 -\ \ z / 1-— / / x133.59 ��3�� \\\\\,� \ `.\\\\ \ \ \ \ \ + 152.02 - 151.34 . - /I 1 146.22 •a3�_ I � it 1 \1375 x138.30 / // •133.76 \ \\\\ \ \\ \\ \ \\\\\\ \ _149 149.74* .,152.01 +151.81 �/ / 149 746.16 ?46.1 146.19 + 146.856 • / / v a8 / 3� \ / -' \ _.x 177.98 , 4J ,33117 \ - _ x --- x , ,' 121 04 I .,39.5 #429 139 139.43, / / /'\� / -- /\ --- \\ \ \ \ \ \ \\ \ \\\ \ \ x 1,0.61 - -- 146.47 46 �4_ ` \ \ \ 2 - \ _ 149 1 - - _ 148.93 121'BB - x150.61 _ __ 145.9 �'+!x12.55 x137.21 +134.4/ ' \ \ \ \ \ \ \ \ \ \ I 147.92+�� \ \ / x149.71 - - 148.90 \ + 146 58 �)I x138.35 - x135.51 \ \ \ \\ \ \ \ \ \k145.91 \\ 14@�� // / - - •148.24 \ 148.81 * + `I 1} ,.! x x13 1 --" / 12.1 \ \ =11 BB _ \\ L79:49 +148.88 _�x6.0a *145.86 146.83 Ii 1,47• x 137.79 x 1,76.31 � � -- / �'v \ \ \ \* � -__ \_ \ 134 134,2a I 138 +136,43 - / 4J� _ / - _ _. \ \ \ \ \ \ \ \ \ '\ \ \\ __-_ - / _.148- -.---- -- ` \ 3 2- - - - / b.41 \ - _, 131.03 .OS 7 �� � -. / - ._ - n4.8a 27.91 i / / /'�1 137.39 x 135.85 / / r 131.81 * -_. _i /512.93\ \ \\ \ \ \ \\ _ 1 45 _ \ - \ ��\\ `\�\ x147.59_` Y48\\ +,as.as /// ,� 147 / \ \+14513- " ` I y , za, 1 l s \ \46�\ ¢14 - __ � \ 149.51 �1 ----- - - / / .,J x133.>e /' 123.14 Lax +13721 ' - x136.es _ \ \ \ ` \ -- _ -1a9.3e / \ a1.9� - 38.08 137 1}8.02x, � � / \5 l I I I 0-� \ \ / '- \ __.-------__- ----- �. ,144.08 147 2� 133- `� \ .i / +132.48 ! I 1 I I --_-- \ \ \ \ \ \ 6�\\ --- _-`_ \ �- _ .--- ----- - 6-L`Lx�� _ 145.94 __ _ / / _ - a�. / 1}a.52 I 122.27 \ •146.73 -+1vt� 137 «136.21 5134,79 /; •170.25 Imo, 1 I I ---- \r135 71 \\ \\\ \\ QS.47 \ ---- x149.19 ---------__-149.04 - _ _ - - 5- __x \k 145"-1 .11 83 /x' / / 1 4,x1 •121.61 x � x - 75.35 136. - _ ' +133.95 x133.05 *131.75 ('1 1 1 I - � \\ \\ \ \7 --_-__ - \ \ _ _.-_._-. / --" __ -__ -_._-14 *�1�*^145.38 144.94 _ 144.32 /744.82 •143.69 \ / 3 7 1r 131.98 - I \ \ \ _ _ _ / -- \d1 , - -- _135 +tS785 x133.50 .1II II 1 I \ \ \ \ \ _ 744 \ 145.41 \ \\ - --- /---_-------- _ / / -_-_.- .. 1143 - -'-- ��- ----- =�.. / -- - - - / / /' / //-- ,� '.30.09 _ 1 x 113 _ - _ __ _-_ ` I 131.69 31.7 �- - -- 171.31 \ x_135.25 . 130.40 1Y ' 43 ---- \ ��_\ \\ \ - __ - __� --------- - - / _. _.- 142 - '--- ---- \\\ �' �' �- - - _112.59 -131.6e 13 1 4 - I 9.617 / 3.56 4 --_ \ ` •144.11 - - - - --- - - - - - ` --- - - - 180.79 22.90 22.19 ,31.82 3..41 4 _ \ \ _ _ \ / / / / / _ ! xt x135.69 1 \ �t ` 141 -\ \,✓14.48 ' t}4.17 3 x130.66 + \ x'38& 7 \ _ _ -\ \ �- / i // II 2 3'.80 34.02 ' }1.04+ 1 \ 1., 4L4.1B \ \ _ - -_- - - - - - 140- / 2333` 13"118 131.36 7 2 --- _.--- x 13 2.a 9 - / / / 131. _ _ \ 14� --_ _-- _---_ - x 144.50 \ -- _---- -._-- -- __ _ __ _-- --_ 139 _- --- --\ \\ / �/ / \ � -_ 47 BB _ _ \ _ __ __ _ _ x 131.16 _ ... ...133_ .132.29 '\ = \ \ \ 13 - ��- --- _-_� _ .. _--- / - _ 138 .-----_-- \ -' / ------- 130.96 131.79 ' 9-- _ '3166 31.211 3140 \S ` / \ - _ 13 13452._----- - �+ + --_ _--- ---- --- / / ` - - 137 _ _- -\ \\ i i /� - - ,\- / j ` =122.20 -�_ +131.60 6 l _ _144.52 -- _ 138 132.25 131.02 !31 29 129.96 \ __ _ -_- - -- - __ _ \ _-- -- --- ___ �•7 - __ _ 131.4fi 131.18 I * \ \ \ 1 --_ �` __-` -\ -_--- --- --- - 'y _ -----_ �- - - -1355-- j} - - -- ��` ��- i / - 132.63 - 13,.37 12p sz t \ � 13� -_- -\ - / -135-oar 136 \� � '� 13AJd / *12972 / 152.49 „22.40 -- 36 - - --- - --------132.41x- !% - - - - - - 3454* _----- _ -� / /' _ 5�•1i. -_ - - z CB �1 +131.}5 130.99 •,}1.36 x131.06 I �, F132. \ - *i 5 -�___ - \ ----------� +�- T-.= ++•,Z� -- -----'- _ - / 134 ---- -- - \\ - \ \�� ` �� .. 125.71 / x124.75 0 1 ` \ 174.19 13 ___ -__ __ \ / / / +737.64 i1� / 131.19 131.0 C 1 34 - - - -' _ -�'� -, '5 .96 = 131.40 • 1 '--77 - _z. '�--- ---- _ _�' _ �+4'_1��.� �4� ------ ------- --- -- x132.61 -- 133 --- ---- ---� _ //_----- --� \\ �_ �13fi.53' / / �+ x 130.6, - _ 133 _-- _ _ / ' / - _ \ ' - �r�+'_ \135.0 ! / z1.s2 I - / -- 126.31 3,.34 \ - _ _ _ - _ _-- - - -_--- 12109 9. - --- _ x _ -- --_ - - ... _ -__-l - - \ �. f , /1. -r+.13b.4a - - r 122.5 1,00 I 32.74 r 131.57- -_ ___134.fd� �. +_-+ -r+«-+�T z_s- r�+i ✓+'+ - ' 1 32 _ JZ.57,m_s ,.Y x e -i �1�.5/ 12 122.73 45 121.64 7J 05 ---- ] Q130.56 - \7411 \ ,� --_-_ 132 ---- - --- _+ + + _ i -_ ----- - �-.p-+_i t. _ - 4176.18 12292 - + c, ` 730.81 w / ---. - _-_ ___134.62• + ----- 131 _ \ .13162 --_.- \ Ea '+-- r- - t - �.-. - p x130.69 / -_ - - -.t_+moi T + •r-s_-+++ - . � .1h\ x133.25 __ *� i✓- x1.3139 1� 2.24 i` ,�1. 131.91 I 131 - _ + + .< e++ \ - _ - _"-- \ \ - Tt 1 _ 121,75 123.72 130.90 J . 131.09 058 --_- y�-t�a_+�ri �r-w+« �� +- y i v - - _ L��+fir 7• 4� ++ + • x 134.'2 ♦,133 52 f -1 3l)'- v • c �-P-' JT 1*28.54 �L �- 125.58 12410 �4 7.0 22.86 123 121.76 \ I j _++ 125.48 125.34 a j` N 130.25 _ �-r�+ rT-�-r-+=r f--F- i j-= -f-3 v •�+-..xja�LS_•-3- 3 --.. + ' �--��- / / N _ - -" :-< -r F _+=. i--r j �r_r'ice-c -Y 124.68 .J 3sa - - __ 129 / w 130.29* t 30.12 130.01 .\ 729.55 --� '- - a- _ �' a-+ -- -- x131.58 1}0,60 130.08 -! '130.00\" a-"t��� 9:15-t- '� -'-. - ' 122.69x �. �` 129.64 _ - 12951 _, ---�-- ,25 7, 4j 30.07 \ z- Zs 26.68" 13/.132 \I1. 24.22 -- �� .�+� CB #6862 170.34 1 129.05,-! 128 98 -- - 127.5 +12733 125.86 /24.95 RIM 122.99 131.87 1 \ 129.39 128.14 ( 127.51 12fi.7B 6' 125.09 / �� � 2 - / I O'14t+120.69 12� 1 DMH X868 \ , �2 �ti �.� 12-+ RIM 5'.97 2' 29.14 _-_ 29.02 27 95 E \2, 26.60 -124.82 123.69 1 23.62 7�3 C CB #686b 128.21 -_ - _ - ------- - 125.89 \ _�P)_- _ INV{n-125.19 RIM 129.53 129.5} zB.e3 ze.s6 8, '�-_ ,32.,, 1}1.72 � ' INV{nr125.61 �� �� -� � ' 31.68 INVOut-12b.08 _ �1Z"D( p 131.63 130.70 1 INVout=12b.61 zs.z`s uzss X55 ' \ 24.49 132.10 131.9]---�_-� ' J� 128.74 \\\ 2. x'2556 \ \ \ 124 GANNti_Gum _ 131.52 \ '28.,0 DMH //6867 z.oa 1 �1S' INV{132.11 37 w DMH #8864 \ % 22.97 DM 192.11 P)�- , 129.55 I) 4 131.96 _�---_--_-- 1}0.91 ' 1Wtn-124. INV{n=f26.93(#6868) I 131.80 1 INV{nrf24.b7(#888b) , NORTHBOUND INV{n=124.74(#6888) INV{n=124.29(#8888) R 0 U T E 1 7INVovt=124.34 132.32 132INV{n-127.93(#6886) \ E --�___-16"D(INV{nr125.91(#6@@6) AVE N U124.20 __ 3 � PJ'�_-�-- INVovt=124.28 „zsea HIGHLAND --- RCP) 24 124.81 DMH 1P) I ------ 13 - #688 131.20 ' 30.73 --- 16 D(RCP)--�\ 1Z RIM-124.81 32.14 ' .13154 -�-�----------_----- INV{n=120.73(#6882) DMH #6888 132.19` � --------------------- -� \ I1W{n=118.77( 850 },.at -----15' RCP ----e. _ _ __ INV{n=118.28(#8863) RIM 192.16 131. a ) 132.15 132.08 I 132.19 130.92 e \ DYX #6883 126.31 --- ` INVout=118.82 ` 1 CB #8888 130.88 RIM 128.31 \ -� 132.12 130.39 - / RIM-130.92 O _� _ 132 10 .68 INVovt=126.91 INV{nd1211.4 132.06 ,}1.75 INVout=121.45 1 \129.85 v 41*,'YxSj� '•.128.92 128.05 r \ - +132.01 \ 32,03 \ w131- (1) 3 D ,130.61 T,/ •132.60 31.87 131.61 OUTHBOUN CD #392 DMH #8886 S3i 81;13161 HIGHLAND AVENUE 131.69177.59 7 •12619 #440- 450 131.69 CB 861 +130.48 \ 131.73 131.65 -� +131.54 131,45 RIM 131.92 \ d ' 177.55 `1 131,41 131.32 1}1.4} \ 131.66 171.30 \ 131.27 131.27 --1 4 0 2 170.94 129.99 729.80 _ _.- 3 131.71 130 0 - -- *132.47 396 131.28 ----- 131 - _- 1 SD.74 i 30.02 131.75 1 31 90. 131 130.66 I 37,46 0 131.96 '3'37 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY 131.79 I 131.52 400 �1$@.ssl 31:16 # T_ 1}1.64 35.20 // ENTRANCE TO S1a7 �N °F M s 9 \ 132.56 AND EGRESS FROM p SCOTT IAN sy \ PATRIVIL N m )5� ' HIGHLAND PLAZA 9� CIVIL �° No.33656 ON 0) C:) �,, 'poc Cls F, 0) 133'46 132.71 3 v NO. DATE DESCRIPTION M W ' ` J W 1�� LEGEND -A Q 32.63 WATERSHED WATERSHED ANALYSIS 133.00 O 133.46 ��\ ANALYSIS MAJOR WATERSHED AREA (DIVIDING LINE) � *133.53 MINOR WATERSHED AREA (DIVIDING LINE) PRE-DEVELOPMENT for/ 133.55 G E 6j9 ,33.40 Sw#2 SUB-WATERSHED IDENTIFICATION (FLOWING TOWARDS POND NODE)co 11 RESIDENTIAL LOTS 133.53 O - HYDRAULIC PROFILE (FLOW PATH TO CALCULATE TIME OF CONCENTRATION) for a site at U W B C HYDRAULIC PROFILE SEGMENT # 405 - 427 Highland Ave . � 34.23 ' 0 �,° \\ FLOW DIRECTION (OVERLAND FLOW) Q '34'08 \\ 173.87 Salem, Massachusetts J ; Ell A\ DMH#9 SECONDARY POND NODE (THAT FLOWS TO A PRIMARY POND NODE) Date: November 16, 2009 \\\ PLDE#99-34 Scale: 1" = 20' Sheet 1 of 1 A PRIMARY POND NODE (OUTLET POINT OF DISCHARGE) CONTROL STRUCTURE/SYSTEM U Land Owner: Paul Ferragamo Q134.63 T ,}4.24 ENTRANCE TO 419 Highland Avenue, Salem, MA 01970 N 34.07 34.13 AND EGRESS FROM 811 134.61 PAT OWIC j 174.38 O 34.77 GRAPHIC SCALE 3468 LAND DEVELOPMENT ENGINEERING �a so 1 ,1 1 ,� HIGHLAND PLAZA 14 Brown Street, Salem, MA 01970 (978) 836-6400 (n 34.93 CD NORTH SHORE SURVEY CORPORATION ( IN FEET ) 14 Brown Street, Salem, MA 01970 W 1 inch = 20 ft. (978) 744-4800 c� 3 a� C:E U O U DEFINITIVE SUBDIVISION PLAN TABLE OF CONTENTS 1 . LOCUS PLAN FOR A SITE AT 2 , LAYOUT GEOMETRY 8 GRADING & DRAINAGE 17 iia Ivor I Ven lie 4 , WATER & SEWER 5 LANDSCAPING 6 , ROAD P & CROSS —SECTION ■ 7 . SITE PLAN NDETAILS APRIL 20 , 2011 8EXISTING z o m 8 6 's h U PDE�'INE 5 N M ^ 9 o^ v 7 o a` m Tm o c w o N N .p ,yb5 O M N A 0 N s 6 3 �o !_z m ^b 3 N m 5 � m W a < cl W (� N rTl fTl ,f N � NOTE S <qc D FZ � m 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING DISTRICT AND AN ENTRANCE CORRIDOR Z 1/�� O OVERLAY DISTRICT. LOCUS IS 2.51± ACRES. 8 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP., FEBRUARY, 2000. P ��b 3. PROPERTY LINE REFERENCES: O� a A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. N D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. qA ,fj G. LAND COURT PLAN 7159B, DATED 5/22/36, FILED WITH CERTIFICATE 11169. OtiP N ]$ zz 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY—LAWS (DIMENSIONAL VARIANCES ARE REQUIRED). a O J q2 "o cu N T W m ^ JP N O O O 1 4 0 " E ^ N `d P O O P°A O b N ru SITE 8NOTE: THIS LOCUS PLAN WAS SCANNED FROM THE 1 h N " CITY ENGINEERING DEPARTMENT'S GIS DATA BASE. O ru 0 THIS LOCUS PLAN IS NOT TO SCALE AND SHALL NOT El BE USED TO DETERMINE ACTUAL PROPERTY LINES, STREET LAYOUT AND/OR ACTUAL BUILDING LOCATIONS. ftj " THIS LOCUS PLAN IS INTENDED FOR GRAPHIC Ln ru sN PURPOSES ONLY TO SHOW THE PROJECT SITE IN RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. / `o s� c ♦b P� N O N m m APPROXIMATE GRAPHIC SCALE o ^ " 100 0 5o 100 200 400 ED Ln o cMv a n O ^ N ❑ = XI 1 INCH = APPROXIMATELY 100 FEET o ( IN FEET ) N N � y O N ` h " �' O l O O N N l i Qsti i. (N T � Ln N c O co we T ��' Zb s mLo N M 2� z r z ^ TEAM: W ^ o in z9 P PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY _> + C " OWNER/DEVELOPER: N PAUL FERRAGAMO W P s o N m 419 HIGHLAND AVENUE, SALEM, MA 01970 �tH OF 144 U) 6 a) e (978) 977-9801Sr9 e „ a m PATROWICZ C' `Y C SCOTT IAN y ^ m 0 ATTORNEY: o CIVIL ;= O 10 15 �R(,9 31 p o GEORGE ATKINS 3p No.33656 C" CD p cl \ N RONAN, SEGAL, HARRINGTON A 9� �O m 14 19 Z' STRF °' 59 FEDERAL STREET, SALEM, MA 01970 1a " 3a (978) 744-0350 X10" N a0 M 22 $o 3I n ARCHITECT: NO. DATE DESCRIPTION 0) 34 HARRY GUNDERSEN 36 3 o GUNDERSEN ASSOCIATES > 0 = L 20 CENTRAL STREET, SALEM, MA 01970 41 P 3g (978) 744-1000 3 _ DEFINITIVE N SITE ENGINEER: Z e 01o co co N N 53 Q � N /\ N 4g 51 / 40 49 48 SCOTT PATROWICZ, P.E. 46 PATROWICZ LAND DEVELOPMENT ENGINEERING O Omcu 4a 4a 14 BROWN STREET, SALEM, MA 01970SUBDIVISION 3 W /� `<9� s 978 836-6400 Y N 0 < ' '� aa, W FIELD SURVEYOR: GAIL SMITH, R.L.S. LOCUS PLAN w a m NORTH SHORE SURVEY CORPORATION LL o ti L 6 N 14 BROWN STREET, SALEM, MA 01970 " for � N � � (978) 744-4800 � N TRAFFIC ENGINEER: 11 RESIDENTIAL LOTS WGILES HAMM, P.E. LIn L) VANASSE & ASSOCIATES, INC. for a site at wO 10 NEW ENGLAND BUSINESS CENTER DR. 9L SUITE 314 # 405 - 427 Highland Ave , =q N ANDOVER, MA 01810-1068 Q 0 (978) 474-8800 P � Salem, Massachusetts = APPROVAL UNDER SUBDIVISION Date: April 20, 2011 N N e CONTROL LAW REQUIRED: p� ,N DPLDE#99-34 Scale: 1 = 100 Sheet 1 of 8 P Peti, < SALEM PLANNING BOARD Q o � Land Owner: Paul Ferragamo P 9� 419 Highland Avenue, Salem, MA 01970 N PATROWICZ h m o co LAND DEVELOPMENT ENGINEERING o ' 14 Brown Street, Salem, MA 01970 cn o = 110 (978) 836-6400 o " NORTH SHORE SURVEY CORPORATION vl�! N ' 14 Brown Street, Salem, MA 01970 N ^ N /\ 1 DATE: 978 744-4800 co C a� E U 0 - - - - BARIVES X\ C / - - - #22 I � , BARNES CIRCLE / / - 1 � RICHARD BINCHAM, JR. \ MAP 3, LOT 88 CLARK STREET I L.C. 69151/348 JORGE DELVALLE / I I MAP 3, LOT 79 #12 I 1 15,010±SF �' BARNES CIRCLE I 1601 BOUR UE NOMINEE I Q I o3 ., BLOWUP , i REALTY TRUST I \ 13�• / \ \ , / I , MAP 3, LOT 93 I I I#14 � �,�2' ��p NOT TO SCALE � IRON PIPE L.C. 66214/318 1 \ CFND) O (j7� / BARNES CIRCLE / TOBIA DELULIS #16 I I #20 00 MAP 3, LOT 92 I '8 \ I L.C. 33202 144 BARNES CIRCLE # BARNES CIRCLE � •� I DAMATO REALTY TRUST SILVIA WAYNE - - -� BARNES CIRCLE 6,250±SF PANFILO DAMATO I I MAP 3, LOT 89 I MAP 3, LOT 91 � JOSEPH BOUBREAU, JR � \ I MAP 3, LOT 90 L.C. 13355/238 / \ #5 ` \ I L.C. 32714/333 I 6,250±SF L.C. 69605/325 I I 1 � � CLARK STREET 0 #6 HENRY RU�'KOWSKI I I / MAP 3, LOT 78 \ 6,250tSF � - � CLARK STREET L.C. 57514/265 / / - / \ \ ROBERT RIDGE R N - t E ROD I I I 5,000tSF — _ (SET) S40-16' ,+ I 15,OlOtSF \ / / - / L.C. 10261/177 _ 20 w MAP 3, LOT 124 50.00 I 6,067±SF I \ , / 12,369±SF # \ / 114.500 —_ / I \ 3 � IRON PIPE I / — / eFND) CLARK STREET - I ' SEE BLOWUi -1 „ 1 12' JEFFREY BACHMANN \ �' I I 540 , „ \ i' + 41 7 Cr` °\\ MAP 3, LOT 77 \ 1 LOT 2 — 16 20 w 6a 13 / O G,i / IRON ROD — M # 8— � 295,8 /SL .03 - O � L.C. 63953 298 <SET) 1 LOT AREA=8,195tSF 74 — �8 \ / 130 LOT • 6 O� p 5,000±SF o' `fi LOT WIDTH=38.92 I- ! �" 100 �I #435 (� FRONTAGE=35.13' �� � 6 9� LOT AREA-6,910t�SF �; r, „� 1 ' 8 DRILL HOLE \ 5 _ 0 \ 1 LOT 3 + LOT WIDTH-67.43 a 16 3wo / HIGHLAND AVENUE I # 7.91 � _ (SET) � _ 6 i. LOT AREA=6,216±SF �; FRONTAGE-66.87 ` S� � co WIDTH=78.62' � LOT 4 17.73' � IRON ROD ROD SOURAN ACQUISTION L.P. MAP 3, LOT 127 LOT WIDTH_78.62 w / PARCEL A , L.C. 68995/326 ,� o� FRONTAGE-74.91 LOT AREA=6,736±SF � � "' - LOT WIDTH-90.16 LOT 5 (NOT A BUILDING LOT) I il M FRONTAGE=90.04' SNOW STORAGE, DRAINAGE EASEMENT �, 1 I N R n�„�, LOT AREA=7,043±S�F AREA = 6,087tSF W° 94 c `ARD SE T -30 I LOT WIDTH=100.09 CP \� ' -B�-_ FRONTAGE=103.460 �, \ NOTE: ALL DRAINAGE STRUC7� ES 1 W IV, to(LEACHING BASINS, CULTEC, o�'� W �� p � fes, 0' \ PORCH .1 SYSTEMS, CATC i BASINS, TC) \ 401 1 ° 0 s�,, ^ ' i 4 o SHALL BE PROPERLY MAINTAINEDJR= - ca # O� p BY HOMEOWNER'S ASSOCIATION. \ HIGLAND AVENUE �F��F ,, co SAMUEL CRUZ 403 ` J f♦ �9 �q DRIVEWAY f� cam. RIVEWAYq MAP 3, LOT 72 # F 1J �' p 63.44 ID4L C. 54577/251 wHIGLAND AVENUE LOT # 1 '�n °I I, -20.050 W A _�� ,9 O g = 120.50 /ii ,, \ p SENT � L - 53.83 \ 10,000±SF CHRISTOPHER LANE i LOT AREA=9,393±SF ` f�� pd _ PORC$ 1Q 0' 3 03� - - g = 220.50 S34-55'20"W 010 � u I �3 - � _ _ 3 \ / I �,1 0 MAP 3, LOT 73 LOT WIDTH_147.60 O- g5yy0 L-11.47_/ ? �! YARD - _ DRIVEWAY PORCH DRIVEWAY - I, s20-g 05 0 10,000tSF �,1� FRONTAGE-127.78' \ ti leo R=594.50' � SEsop 7 S° �' L = 6g�7' 0 I� V. R _ 4�� / I —594.50 / I_ I i r�, • — 594.50 .,: R (SET)ROD \ ,; �1 - ROAD _ L - 103.46' . T 1 I � V I P� � R j/'v R = 594 5� I G D PROPOSE HT OF _-- RAIN LINE AREA_ =PUBLIC WAY ¢ G /���� S & STRUCTURES 3,498 WAY 0 \ _�Y/ / MA1 - _ �_, L i \ = 179.50 534 " I w I� 0 40 ���ti��p � ;1 R `=35 50, NED By gOMEOyIrNER, \ \�--T i S2 0 5"w L 43.82' 8.26' 1 0 - `4 ASSQ o \ \ / 3 03 - —_I 23.56' 2 C. I N f 3 i I o A DRIVEWAY y p�° g�� S" DRIVEWAY - _ - _ 5.50' � ' \ ORCH R=15.00' 1 I 0 4' WVft ^ �,� ��� o� yP2� \ pORCB R 635 50' I n '"� 6� P 1 = - _ _ IIVEWAY YCj I 4• �, 11 L 87• �' 1 _ 63 _ ,-L 81'9 v DRIVEWAY L 86.79 FR❑NT ­,77SETBACK=7,5 0 - \ CH n O 1 I j' �, I 1o.o' PORCH 1 - - - - - - --I POR -------- �-' i LOT # 11 LLI Y Y �RIVEWAY �� I Q d+ DRIVEWAY PORCH d Q a �'O _ Lj #429 ,SET) I ' ��ro Q i LOT WIDTH=168.99' �' 0 1O.C' �' c� ►n HIGHLAND AVENUE ,&a 1 ! / (measured at front setback line) M C \I' \ �� Z BOSTON STREET REALTY, LL( - � in �` � n w�� � I MAP 3, LOT 125 _ FRONTAGE= w IO _ PAT - - - I L.C. 58851/272 _ ! S Q�16'20 56.5e'„E D El`1't o/ o (measured at road R.0'W., not incl. PATIO I Q z i .1 T 7 REAR YARD 5�0 I I s��1%g EA�OtSF�6°co° �� Highland Ave. R.O.W.) ` - - - —J j �� °'51� ' ,off`” _ PATIO o LOT # r SETBACK=30 16,625tSF _ _ SE ,4� - _ _ _ _ PATIO a� J w _ _ _ LOT AREA=6,914tSF I REAR YARD - - CO a - - - - - - Q o YARD WIDTH=92.08' 27.35 �'g 1 / New TRAFFlc sICNAL SNOW STORAGE REAR LOT WIDTH-92.08 SETBACK=30 z (4 z SETBACK=30 ' MAST ARM TO BE ' ' Ln ~ REAR YARD PATIO '-' tO $ RELOCATED) IIS-NEW TRAFFIC DRAINAGE EASEMENT SETBACK=30' LOT #V (measured at front setback line) LOT # 10 % FRONTAGE=108.67 71.1 SIGNAL ITE BE _ _ 53s°51'ol"w TOT 9 LOT AREA=6,523±SF - — � AREA-4,140tSF LOT a7 -- _ 540 � -- -___� _ � RELOCATED) ��' � __— so.o7' —. LOT AREA=6,406±SF # (measured at road R.O.W., not incl. I I 0 w - -- •� LOT WIDTH=83.55 LOT WIDTH-87.17' LOT AREA=6,143±SF Clark Ave. R.O.W.) , WIDTH=87.17' � � FRONTAGE=81.93 L = 76.02 � �. PK --- MHB —�� I 4 �� NAIL o FRONTAGE=87.05' LOT WIDTH=87.27' CENTER --- FRONTAGE=86.79' _ - - � ��- (SET) (FND) '�� - -- : ..,87.81=�� 1 �� I- L = 91.18' - 1.=— 98� --- L = 506.81' R = 1959.00' NOTE: ALL DRAINAGE STRUCTURES / (LEACHING BASIN, CULTEC SYSTEMS, CATCH BASINS, ETC) SHALL BE PROPERLY MAINTAINED ° BY HOMEOWNE 'S ASSOCIATION. HIGHLAND AVENUE ( ROUTE 107 ) NORTHBOUND C) - —� #392 / N I 0 HIGHLAND AVENUEHIGHLAND AVLNUE S0UTHBOUN. 392 HIGHLAND AVENUE REALTY, LLC N MAP 3, LOT 5 N — z � _.J � I - - - - _ _ _ _ _ _ - _#396 _ _ _ _ _ _ - _ - TEAM. ' / — — — — PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY `n I HIGHLAND AVENUE > I OWNER/DEVELOPER: C / I OLDS VILLAGE MALL REALTY TRUST #400 PAUL FERRAGAMO P��N OF /yqs, M MAP 3, LOT 133 419 HIGHLAND AVENUE, SALEM; MA O197n �1 (978) 977-9801 0� SCOTT IAN �yc CD HIGHLAND AVENUE PATROWICZ N OLDS VILLAGE MALL REALTY TRUST o ENTRANCE TO ATTORNEY: rn � No.331656 AND EGRESS FROM 9 F ST MAP 3, LOT 5 GEORGE ATKINS ,o F�/ � Q RONAN, SEGAL, HARRINGTON F S N CY \ ` ' HIGHLAND PLAZA 59 FEDERAL STREET, SALEM, MA 01970 S/ONA 3 q � I (978) 744-0350 X107 MAP 3, LOT 6 \ - NO. DATE DESCRIPTION 0) - , \ ' HARRY�GUE ERSEN GUNDERSEN ASSOCIATES IL 20 CENTRAL STREET, SALEM, MA 01970 Q t 0 v (97f1) 744-1000 Q EFINITIVE / SITE ENGINEER: SCOTT PATROWICZ, P.E. C� / N PATROWICZ LAND DEVELOPMENT ENGINEERING 2 14 BROWN STREET, SALEM, MA 01970 (978) 836-6400 SUBDIVISION Q / FIELD SURVEYOR: w ' NORTHO� GAIL MSHORE SURVEY CORPORATION LAYOUT GEOMETRY E / I 14 BROWN STREET, SALEM, MA 01970 for � / I (978) 744-4800 q TRAFFIC ENGINEER: 11 RESIDENTIAL LOTS GILES~ / I VANAS EA&M ASSOCIATES, INC. for a site at LU gG O 10 NEW ENGLAND BUSINESS CENTER DR. O q15 SUITE 314 40 5 - 42 '7 Highland Ave . d / I ANDOVER, 88 01810-1068 Z � NOTES 978 474-8800 Salem, Massachusetts / I 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING APPROVAL UNDER SUBDIVISION /I I DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. LOCUS IS 2.511 ACRES. CONTROL LAW REQUIRED: Date: April 20, 2011 E I 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE PLDE#99-34 Scale: 1" = 20' Sheet 2 of 8 SURVEY CORP., FEBRUARY, 2000. SALEM PLANNING BOARD 0 Land Owner: Paul Ferragamo 3. PROPERTY LINE REFERENCES: A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. 419 Highland Avenue, Salem, MA 01970 N U 3 B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 1722 . C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. PATROWICZ D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. LAND DEVELOPMENT ENGINEERING GRAPHIC SCALE E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. 14 Brown Street, Salem, MA 01970 0 20 0 10 20 40 so F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. (978) 836-6400 W G. LAND COURT PLAN 7159B, DATED 5/22/36, FILED WITH CERTIFICATE 11169. NORTH SHORE SURVEY CORPORATION Cf) ( IN FEET ) 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS (DIMENSIONAL VARIANCES 14 Brown Street, Salem, MA 01970 DATE: � 1 inch = 20 ft. ARE REQUIRED). (978) 744-4800 c0 C: N E U O U NOTES 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE BARIVES CSURVEY CORP., FEBRUARY, 2000. 2. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW=0,0). #7 TBM #1: PKNAIL IN SIDEWALK, ELEVATION = 131.68' I - - �_ _ _ - t \ TBM #2: PKNAIL IN SIDEWALK, ELEVATION = 130.69' I I \ \ \ TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' I I TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' TBM #5: PKNAIL IN CEDAR STREET, ELEVATION = 124.00' I I I \ TBM #6: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' #22TBM 7: DRILL HOLE SET IN LEDGE, ELEVATION = 161.08' I #12 I r / TBM #8: TACK IN STAKE, ELEVATION = 170.09 I I \\ \ # I TBM 9: DRILL HOLE SET IN LEDGE, ELEVATION = 168.04' 14 / TBM #10: SPIKE IN TREE, ELEVATION = 154.41'I \� J / I I \ 3. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION I I I I ' / 1 OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES I \ / I \ Y RAINLAYER). I I �'6 J SHALL BE ISSUED TO THE SITE CONTRACTOR (CIT LICENSED D OTHER UTILITY LINES NOT PROPOSED AS I #18 I \ SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. I \ 1 4. AS PART OF CONSTRUCTION, THE SIE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL - \ FIELD CIRCUMSTANCES CTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE #20 � \ 5 , (AlND/OR II I WOOD , / 1 BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO I DECK I THIS PLAN ARE THE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. \ PAVED DRIVEWAY I STONG WA s� n �� W/ CHAIN NK FENCE _ 24'TREE \\ \\ J Ely� rn ! 1 r �� G 20"CI-,ERRY w 152 6'u, A \ A t �,• I i 151. c 4"')1%7:- O 12"MAPLE v I \` \ I \ � #3 I 060L, Lk2"MAP'-E\ - � BOULDER / ' do ,24"MA?LE ,� `150-�� 156 0� + n i I EXISTING VEGETATION '-lss- 1 - iBOULDER ` ' TO REMAIN AS IS 20 CHERRY BOL'_DER 154 4 12 MAPLE \ , WOOD 153 24"TREE S� 1 J \ DECK \ I O _ � 149 /S7 '9 \ � 3 24 TREE B i Asa \ n `� z BOULDER -- -_ 5 EXISTING VEGETATION 0�8�fq� ,� 'sem 6� �� AK �\ I \ o _ EXI TIN ETATI OFR \ _ y \, - 1148 __ 4Z;,,,,,_- -,.•'t+ ••��.. ' TO REMAIN AS IS ° \ >\\ N N f1 •• , 46.2+ 501%, �_ ) T ! 20"MAPLE 20"LOUST / / J #435 149 .� 14 � 146.3 `•\\ \. . \ rn - /�/ C�/� N ♦ .•'' 14f> +••• 1 ' 749 \ \ \ \ ' ~I 'o d' o a°� 23"yCyH'ERRY /// ��i i ` / do EXISTING / #2 _ VEGETATION T REMAIN AS IS \ - _ 0 - �, � - \ 1 � -� >� / / � -1 1 , CULEC B 1 1 � ..m. 6„ •• � \ \ ` - - �:.-.-152 \V \ \ - /' / / - - 1 / BOTTOM OF \ k; /,• ` � f I R HIG J4� 1 \'\ \ \ - �•"'....dE11.7t '•r •y...,,,,,,.m ``\ '��_ \ _ - - �� 67 \6 �,�Gj"I / / •.w.+� m.aw.. \ CULTEC=126.5`0 /,:' \\ ET.WA �., \ \ ��e ••! ,,, 64 _ \ -, ���'/ �/ INVIn-126.50 n _ ==_ _ _ , '............._...........,• �y" \ GRAPHIC SCALE FFE 147.5 cr\\ \ \ >> _ / INVout-128.10 Y / \ 147 151.5 \\� _ - i -� , - - �� - i / QF ♦ I FPE=142.5 1 \ • '� o .....,�••• 5T � _ �- �' �+ \ - I 14"CHERRY _ ... .•+151.T•. . - __ � � .. -�.aW.-........ ... .__-_ --- FBE 138.5 1 - - _ - - _ - / EXP UND. 1 \; 1 _ _ 154:2+ X15 \ _16�= / -TERRACED SLOPE .�' 2+ \ I - �•• �• 145.5j_ ____ _ _ 15 -___ -_ - -_ __ -_ -, / /' f.•, , , ,� \ PARCEL A \�\ l Fo �. 3 �+ t � 13�F.3+. ., • ��� _ -164- '� _ _- / 20 0 1 o zo 4o eo _ _ �y ? CONC \\ ' �� •• > 1 4 5 145- I +138.5 138.6+ I I J,, \ FFE=153. 145.4+ ` �, I \\.r / 'S \� - _i i - - - - - ��`p�/ f•' 1 \ - 7 1 + \ _ _ - ., ""�. p / � -�-- ," 22.2 ROOF DOWNSPOUTS - ) i 1 J45- K/T I t x FPE=148.V1 I I 47.6 7 68 ( �O ` _1�1 =��'~ 6S'' .......... __'' - // ° / ,' •• -t5 I / ry N\ Nr1\ I 6' CONNECTED TO ROOF a \ w / � _- _ ii --- •"�" 463.- - - / ? FFE-150.5 k / t,+� HI ♦ s - , 1 IN FEET Gu G. _�- R FBE=144.0 / i"s o 4 _ _1 153.2+ „^ `'�' - � t �o' FPE-145.5 -- 47 i ,% J N 1 �, :y 1 N; ( ) I REr,WA LEADERS DIRECTED TO / -�S �- / / PORCH a I I z # _5 ...; -•icy f� c� _ _ �4 CUL-TEC STORMWATER / �:�'w- ' v_ A 0 153- •� 'i 1- / "•'"'�"/.. /� It 15"APPLE - - - - XP PQ Y -�� , a - / 1 / ,,,••' �...... .........:.Le // ^� ^� 1 i \ :, 1 inch 20 ft. MANAGEMENT SYSTEM / STEP li ty F / a. _ \ �.,,/ '^ I- i- 5 ^ / S.- , + , I � �,6 � FFE=155.5 z �; I - l ••••. FHE=141.5 / /� - �/ //.•••' � / � `{ I - - - - ' I / / / / " A �� ^ _ - __ OLIN RCI 14g - : ;�1 x F = 50.5 ° '• i� 1 , .fI �i / �\ 1 ` • (TYPICAL) / TI Q - - \ d + �- - --r -147- -, - / PE 1 '''•• ' +152. '• 4 a 1 / 5 Kos '1 - / _ --- - - FHE-146.5 S� + 7 145 - -.kr / wpb / I „ •• ' 134- _ J / / I/ ;` I / / / / ! I+ Li- X143 - _ \ 6 1 W r I i / l / J - - L 1/l / I �4 !.••''' �g \ II r +147.2 E 6 �� _ V 41 r- / / 2- / ' ` / T -s' / OUTLET CONTROL WCS-B --138 li ,; . AD 3 MM-134.45 P$ XP,pOUND. i z -149 C� 1 / 1 / / _ r/ _ ,....r 6.4+ At`L/ ,.• / \ 14 �, , � ' . 42•- -� � --- r � .. - I ' FP - 5 �••... / + OR - j - _i / \ ...w-•• BROAD CRESTED WEIR \ INVout=132.45 _-_ :` / E 154 / r y 4 fi FF 5 -- -1- O r 138.4 r k�( ••`• 126.5+ RIP RAP L=10' 1 / - - r ❑ - /- ( t E-149. , •••• _ / ( ) r a •" ADIy2 RIM-137 5 �a '•""""" L ) y INVout=126.4 // / � • • / I /r`.�r-- ' l 1_ ' 162 +145.3;.1 i� I 0° r I FBE=145.5 X /�` \ +133.5 \ // 43LF 12ro/ - f \ - / ••'a .,.� /INVout-135.95 \ .�*-1 I PO tr • �� 1 I �147� �E 5 'C I a, / 139.7+'. F 1� L:- J ADty4 RIM=1 6.95 STEP I Cil - +149.1 �RD I - --� \M �S y 3 / o1A%12 D / / �, n I / g i - � / ... r.•••• �p - _ - NVout=144. 5 a i - �in 1361 - --1 R � oz x / .e+ Fo : Q CB I I / 1 PORCH P i t , I - - - _ - - _ - - -- , I rr ♦ u. #8 + \ I +146.5 h X J / / rte_ Gti 2� RIM-1y2.00 t - -14 149.2 1 / + +1 7.4 SMH I i tf" / - 8� \ Aq RIM 37. MH 15 / / o _ I INVou 137.1js / 6G X14 _ � i5a -" :\ HEADWALL-B CB #17 � I - � I Vout=1 5.95 , -_ '�> � RIM 1 / - 37. DMH#7 I Q 171E j2 DI �/ ( - _ 9- - - o _ - - _- \ -y� 3x _-_ ,NVIn=,22:70 1 ��J / J \ I _ - - 1 \ _ 6 _ 144 - _ 74 IN �\ INVout122. RIM=125.00 /,- RIM-1411. Ol•OX / / �_��; STEP A 5 RIM-145 5 - 0 \ FLAT-TOP I �Q -••: 4, r , INVIn=137.00 > t - -15LF 12"@ - _ \ 'S6/ / S9 62 \ - - INVout=143.95.9 - 4 \ INEo DtN122 S0 C _ \n 1 /_ \ 8b INVout=122.75 FFE=141.5 -'L r•:• -� INVout=13 Io,.oX I'so I 4 / 1`;, it r 5 - --- --- .. DMH 5 \ 4:- �\__-�I 241E 12"D +12A.0 \� FPE=136.5 ;136v BILE 12.0 �o A ,� CB I � � / Jsd - MATCH ExlsrINc I r' / ------ --- . - - - --- - ,--- a NI Vin�1 0®0 I\ I� �0.8x GUTTER GRADE FBE-1'J2.5 - o F, � ' - ---__- - ---- -- - ,I \ \ 2 ..N .� 39 = a' a8 Ox \ \ RIM= 42.00 4► _ 55 - !/ i 4 N L I OVJ + \ \ a \ INVou+137,15 �. / n0 \ GD \ I / \ CB#13 INVout=1 7.50 N 1 F �Q'... 'S 39 1 A �- --- - _ �� P 1 - S 3 02 v 189 �oA � RIM=1#40 +A + 13 DM1Fitt�+ 1F -- / �' MH# 10 \ C) 3 I _ _ i 1 , INVou71i8.10' / L =1Do , \ � ` - 56 - - I 4100 � � 1 / // 133.5 o ��'� RIM#1 ' ' '� ) 1 1 \� Ml 2 �T `I CB#14 / ti �B 5 --- INVIn=131 0 S _1 -� \ , RIM=140.00 '1 RIM-132.00 -_-Q II 41 -'' ,�h , I O Q = 0 INVout, 30. \ 1 QIM�3.45 ----- -- 55�, \CP\ - --t I L - I :1 I #403 '� �i I -• �, INVo 131.1 / /INqut=141.45 // - I- _ INVin=136.20 \ INVout 28.10 I, < \ 15 _- INVout=136.00 /� \ ' // ; ,o1F 12'D ( _ _ - �- T 1 I 102.0% o °' M \ -- CB#16 IEP - 4 --- 6 -W--' 20LF 12'D AD 7 RIM=128.95 O1.OR h Ol Ox 2� \ ........... 144.5+ I J i S 155-- # V RIM=125.00 +133.5 /. 133.3+ \ \ �'� S / 15 ,� d CB 11 `�\ ®p INVout=126.95 I I \\\ ' a Os' I \ 15 / ^ NVo t41136.581 / ------- -- / - yPORFLAT-TOP • { ` �' ' ' 3 \' - - INVout-12I LARAUL \\\ AD#1 RIM-132.95/ % (;B ---'S! 'S' - ! �a' j.:''� / `'G. po \ �JS -- - --- ------- _ - -------'�- \ -137 FFE=136.71 ! y� I r u '-- - 138 8 \ \\ INVout=130.95 -1 a 137 1' I r _ i� RCil I •� �/ AD#10 RIM=147.95 54 J \ I - - `� ST1 I \ S - \ 1 1 13 .1 1 4.0 PAVED PARKING AREA NlVout s 1 10 g r 14 p INVout 145.95 i + I I \\ = �j•5/ F, Y S r' - 135 `� - -- ------ 13 .4 _ _ - - // 129.4 129.51 m #429 /� +148.3 148.4 148.6 s / - 139.4 \\ I 1 1 133.2 - / I\ So / + / \ 1 / \� / �o S���PS t # o LJ - � \ 1135 -�` 9� [,.'/ � \� �\� j •� •� t �c + 1 'Z \ 1 r `J _.f; 144.0+ a FFE=152.5 �� PORCH i g ffi +t 46.2\ Exe.Fourlo. `r4 .i I j\ ( ; ,y PORCH ----- �- �'� '` I I FFE_137;5 z 1 ' -- p _ FPE 132.5 I I PAVED\ 139 \�\\ \\\ // \ �FX12"D 1 r / j/,�,. \ \ W FPE=147.5 0 +149.0 �= # 10 �I -11 22 �C PORCH 4a +1 e.s �J = V 1 1 f w I �` ` FBE=128.5 +13s.o `�4 / O 1� t +146.5 ; �w O \ I \ \ � 4`i f` / / y EXP.FO FBE=143.5 '� _ o FFE-146.5 - DRIVEWAY w ) l ` l \ �� �, / /''� / \\\ + LIND. a f SG _ FFE-150.0 I `�° Z % _ t'' / 5 x - - - �, _ \ 129.6+ 1 1 / _ _ #9 `� FPE 1415 a -134...___ �'.a ' CREATE SLIGHT RIDGELI T I � \ ,,%� ��°�// / ���� ,' � �, 142.6+ � / W � � '. 149 5 _� t _,_ � E � I,v.�--_ � 129.7 3 . BACK OF SIDEWALK SO / I / 36 �"�.�/"D� / \•' \ a� - 1 148.6 r` / I 2 - FPE r �\ a \ FBE-137.5 + 45 I + PAV'o' _ I ow _ e 148 - __ i FFE=148.0 / 135.1 I yx DRIVEWAY RUNOFF FROM THE DRIVEWA //� , �� �, �'\/„�7 // +t 28.2 , I 138 LIT a� \ - a _ - 47 w 1 �- _ /�; \\ +136.8 X52- FBE=141.0 -,so .�� � 4\ MH; FPE=147.5 6IS DIRECTED "_ ^ ce z 1��' / ! /�/ .• ,� CULEC-A 1, w\ T ( \ 147 48 _ 48.3+ i - FHE=139.0 - - - qQ- 144.a I' \\% t 1 1 I / ati \� PATIO L�odETFA -133 13 AREA DRAIN ANDACDUL-EC FLA TOa 1S TW:131. ^/ BOTTTEC- II N ' 136\ PAllO - ` \ y \ --_V _ I / - 4// 146.7 '.4% ,...-..m�..K7.....,..\__- 138.7 138.6+ 45.8 +144.0 143 �� FACE 135 STORMWATER MANAGEMENT RIM-131.00 cuL-EC 128.45 I , \ 1 la +1 3.3 / + 146.6+ 143.0+ /:•' + i o ^� l ` +13 .0 � '-----' I INVout= 29.00 INVin=128.45 34 � S -- ---- I -146- L - - WALKOUT �•'•,� PATIO 41 / / I cuRe cur s°PwE - SYSTEM (TYPICAL) 1 D INVout-129.00 \ 11 3 +1 5.0 --- ------ -' \+135.7 - � - --� to PATIO _145.0+ 4 0 L• 137.5+ -- c / cuRe �clD1)/ , \ HEADWALL-A > lal - _ TIO �: 1a + 0 '11�e _ / i '-1 0-134 + - 14 / % I UT EX.CONC.SID 3[ �\ I INVout=128.95 \ � 139 --- - 45 + +143.5 --` A i,i - -137- - a 9.0 / /\��� '� 145 0 WHITE LINE EWALK ! \ \� \ ., 144.0+ 142 ,140 ' ...f \ A, p {{ _ CB /8888 -129- 0 1 ` ' a 137 ---- ----- {I 36.0+ +1� .......-y - - 138 138 15--.RIM-1`30.96 out�26.s1 -�- - �`'1'••,� --131 130_ ) .a \ X13 �_......- -- '135 '4D---- -------- 1 ---- IN 137 '' \"u° '= rP:123.5+ I - 3 - W J31 '••'"•"•"•t3+2................. -- _ EXISTINGtEDGE FACE 134 NIT- l• - ..... X33-- - _ ,+► EFACE .... 4 DMX X16867 E u�„ -' - -- - _ ••' ,."131��s1._ � - - - - �•••• ...... EXISTING VEGETATION AND EXISTING LEDGE FACEITO REMAIN AS IS -135- RIM-13Z 135- 3 - - - - _ �- RIM==152.11 130.7+ _ EX Cnn1C. � r ��� ... ....,�, •.�.. - - - 1 -- 2 ------ - - - - ---- -- - - - - - ...... sl .............. - - -131 u. --• 31 13 R INVin=125.57 MATCH EXISTING CB#j WALK TW:132.5 - _ ............ .' `' - ........r..;- -- - - - �.. - j4 INVin-126.95016868) CHECK DAM ---- -_-- - - - - - - GUTTER GRADE FLAT-TOP `�- W _ + ,� ��2.1 4 -13G i� � 12 � ; INVin-124.74016888) (TYP) RIM=131.00 CURL CUT i`�d BTW:132.5 �' N� _ _ - - - __- _-- 5C' ERM: • INVout=124.54 �7f� - - lowj 'I--' •+ 2 T w I- _ v TW 5 5 _ - _ oERM: I INVout=128.81 TW:132.5 - i �� �� �� �� _ y`� 125.5 DMH 106866 DMH#3 GRASS � '� GRASS EXISTING CONCRETE SIDEWALK LINE ' TW:132.5 EXISTING CONCRETE SiD�' ALK 2 R!Y 128.98 SWALE 129 1 1ti� SWALE CB X18862 UTTER RIM-131.97 RIM-131.00 ¢ OUTLET CONTROL WCS A a z / --- OF MEDIA - � -- __ N STRIP INVinr126.19 INVin=128.65 m 1P'A�RCP) INVout=126.08 INVout=128.50 o CB /6865 CB RIM=132.3 --=- =_ � WHITE LINE INVout=120.83 v ` RIM 128,53 NVout=126.0 (USE EXISTING D.PIPE) ___18• P)- I z WHITE LINE n 4 INVin-125.61 124- DM-H--#6-864 ? If _ _INVout=125.61 Y \� STOP LIGHTo 1S' RCP)_ DYH #6864 I RIM==130.73 WHITE LINE INVin-f24.570188�1� NORTHBOUND ,INVin=1184.29(�18666} U E ROUTE 10_ INVin=187.15( 886) AVE N _, RCP) 13? -" -- INVin-125.81(8888) HIGHLAND I WHITE LINE m �'r<. X16�RG'P)- INVout=124.88 -1 - NOTE: ALL DRAI AGE STRUCTURES �' ----1� - ---_--_-- --� ''30_ `� D(RCP) l�DYH #6861 -r a /T -----15" RCP \ o (LEACHING BASINS, CULTEC - I °( ) � RIM-124.81 1 ----- - Gt�TT�R�INE_OF MEp�y_gTBlP_------ ---- - INVin-180.73(/1686 WHITE , T DMH 18888 SYSTEMS, CAT H BASINS, ETC) ----- LNE * RIM-132.116 w \-- --------------16 D(`' \ INYin=118.77/8850 Z SHALL BE PRPERLY MAINTAINED -- _"- -------_�------ INVin-118.29(jilli ��- ' wHOMEOWNER'SDYH /8885 INVout=118.32 BY ASSOCIATION. OB ,�6eee A� - _ RIM-130.98ji - RIM==188.31 - - 3 INVout=186.81 INVinrlBf.BB - - WHITE UNE q INVout=181.46 I / DMH 116885#392 R,M-131.611 WHITE LINE SOUTHBOUNDC) HIGHLANDAVENUE _ co CB X18851 _ 4 4 0- 4 50 O 1 RIM-131.32 \ _ M - � #402 co I I I #396 � I / W � / I N I \ z I #400 . o �� I TEAM' PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY > - ENTRANCE O OWNER/DEVELOPER: m / PAUL FERRAGAMO P�tH OF 144SS W AND EGRESS FROM 419 HIGHLAND AVENUE, SALEM, MA 01970 �\`� � r ` (978) 977-9801 0= SCOTT IAN CD 'T` l PATROWICZ c, �y �a HIGHLAND PLAZA v No.CIVIL / � I GEORORNGE K 3 oA 9� CIVILP�O 2y /ST of LEGEND 59 NF DERALASTREET, SALEM, MA 01970 9oFFSSONAi� (978) 744-0350 X107 NO. DATE DESCRIPTION DRAINAGE: LOW IMPACT DEVELOPMENT ARCHITECT: a, HARRY GUNDERSEN (L. I. D. ) STORMWATER MANAGEMENT GUNDERSEN ASSOCIATES Q20 CENTRAL STREET, SALEM, MA 01970 GRASSED BOTTOM DEPRESSION LE BARON LP 263-2 (978) 744-1000 Z DESIGNED TO SLOW THE STORMWATER CATCH BASIN RIM AND 4"PVC-SDR35 ROOF LEADER (RD) DRAINAGE PIPES TO CONNECT TO CULEC 2"DEEP PEASTONE LAYER = Q RUNOFF AND ALLOW FOR / INSTALL DOUBLE-GRATE GRATE CAST DIRECTLY MODEL:280HD UNDERGROUND LEACHING CHAMBERS GROUNDWATER RECHARGE 4"LOAM AND SEED �/ 1 INTO THE FLAT TOP SITE ENGINEER: BY MANUFACTURER DOWNSPOUTS (APPROXIMATE LOCATION). GUTTERS SHALL BE DIRECTED TO THESE SCOTT PATROWICZ, P.E. i\\� j � /\\ NOES: DOWNSPOUTS, SO THAT ALL RUNOFF FROM THE ROOF IS PIPED (BY ROOF LEADERS) PATROWICZ LAND DEVELOPMENT ENGINEERING �j �j �j / / / �j��j��j���j, 23" 1. FRAME AND GRATE TO TO THE CULEC (DRIVEWAY UNDERGROUND STORAGE) FOR RETENTION AND 14 BROWN STREET, SALEM, MA 01970DIVISION g \��\��\��\��\�� \��\��\� \����� \�� ��\ \��\��\��\�� �� �� - - BE LE BARON LP 263-2 PAVEMENT TOP COURSE 1.5" EXFILTRATION (978) 838-8400 ' � \��j� �� �� �� �� �� � �� �� �� � �� �� � .. �� _ ------ 2. MORTAR ALL JOINTS .. Q °' •r:• •. •r . • - - DRAIN 3. PROVIDE "V" OPENINGS rt p SMALL AREA DRAINS (GRATE:12"X12") WITHIN EACH DRIVEWAY TO COLLECT ALL • .,, ,, •• , . - BINDER COURSE FIELD SURVEYOR:� •' ., •� •, • , _ HOOD FOR PIPES WITH 2 N • •• RUNOFF FROM THE DRIVEWAY AND DIRECT IT TO CULEC SYSEM WITH 4"PVC-SDR35 GRADING & DRAINAGE (L. I . D .)W = n _ •' ,, � . • i •' � _ - PIPE GAIL SMITH, R.L.S.W - - �" c > , ` e � _ (CLDI) 1 CLEARANCE OUTSIDE DRAIN PIPES. INSTALL A SLIGHT LIP (SO WATER ON THE DRIVEWAY STAYS WITHIN 1 0 0 0 0 0 0 0 o m o o I - .. ______ OF PIPE. NORTH SHORE SURVEY CORPORATION _ D P ,_D ;� o u u I 4. PROVIDE MIN. 0.12 SQ. cO THE DRIVEWAY) AND WATER ON THE SIDEWALK DRAINS TOWARDS THE PROPOSED 14 BROWN STREET, SALEM, MA 01970 E - o _ 2-FEET MIN. WIDTH _ z IN. STEEL PER FOOT I SUBDIVISION ROAD (978) 744-4800 for (VERTICAL) AND PLACE 11 RESIDENTIAL LOTS - P _ �_ , %� o _Dtt-MIRAFI FABRIC N PER AASHTO M199. + FLAT TOP1 4"PERFORATED UNDERDRAIN PIPES PVC-SRD35 AT THE BOTTOM OF THE CRUSHED TRAFFIC ENGINEER: �> o �> o> o �> o �\ o �> o �> m o ON SIDES TYPICAL 5. CONSTRUCTION MATERIAL - STONE (INSIDE THE ROADSIDE DRAINAGE SWALES) CONNECED TO THE CATCH BASINS - GRAVEL BASE REINFORCED WITHIN THE PROPOSED ROAD GILES HAMM, P.E. (TYPE:140N) 48"± 1" DIA. FOR STRUCTURE TO PRECAST VANASSE & ASSOCIATES, INC. for a site at IU D o _ ,� o e o_ o o D _ ' u_ %� CONSIST OF CONC. BLOCK CONCRETE 10 NEW ENGLAND BUSINESS CENTER DR. -' / - ° ° / SET IN MORTAR OR PRECAST 13 CHECK DAMS SLIGHT EARTHEN MOUNDS) DESIGNED TO SLOW THE WATER INSIDE THE p = - `�' ° m ° o �� o ° o ° o °> o 0 0 4-- H-20 e•138 8 +138.65 DRAINAGE SWALE (AND OTHER EARTHEN BASINS IN LAWN AREAS), DESIGNED SO TOSUITE 314 •o e o I I o o _ o - CONIC. WITH A 28 DAYS 1 ------------------------------ FORCE R INTO THE CRUSHED STONE BELOW, THUS TO INCREASE TIME OF ANDOVER, MA 01810-1068 4 # 05 42 '7 Highland Ave • - '? u ° ? "? I #16 GRAPHIC SCALE #18 \ \ I � \ \ zo o ,o 2 ,o a I I #205 \\ \ IN FEET I I ( I I \ \ 1 inch = 20 ft. Iftm "I 4FAWMM0jMjrMftMMft oft � I \ 400 # \ � fta \\ \\ ' too - 11 I \ `\ � ♦ ' .\\ CUT&CAP (AT MAIN) I ' - PER CITY SPEC. I #2 435 ` ' I = ARCEL A I S.INVout 134.0 P I 3 , # 11OLF 1.5"S PVC SCH80 6 0 I \ � ♦ Q, S.INVout=140.0 (FM LATERAL) # I LP�ORCH ' � E NV ONE \ \ #4 JECTOR PUMP BASEMENT) STEPS PORCH ' � SMH#2 I 0 RIM=141.25 � - S.INVout=143.5 \ \ ' ♦ \ INVin=135.77 � �; STE III ' c6° i \ INVout=135.67 -j a � S `0• #5 i 4ogC� , ` \ 04 �� ® \ � ..S0 S�llll PORCH 5 \ r� ' S.INVout=140.5 / 1P. MS EP \N / I ^ SMH#3 f \ - � ♦ � \ �' .- PORCH , S.INVin(#11) RIM 46.00 ` \ I _ i � l � �"'-•- 136.09 INVin=137.65(FM) � 3 ' SO \ 1• '_ •" 178LF INVout=137.55 STEPS F �° in GV & BOX �. \ I I \ �- _ -_i_ 8„S a 1.09° a 5co®t• (PER ENV.ONE) ,So 6 W Ap- I BENDS \� . , --SINVin(#4)=136.53 -• _ * GV END GV �1S..11,NVin(#3)='175.80 •CHIMNEY=141.0 VI - S.INVout=128.0 �,/ , •/ CIMNEY=139.0 ! •I►, 8' S`(#10)=136.871 + #401 / W �_ - - ------------ ----_ C _ - \ \� S.INVin(#7)=114.25 I ' ' y1� / I ►•,�, -� _• ��_� 8� _ _�_ - �� r 80LF 6"S- SMH #1718 I G� / .�/-- _ S.INVin(#5)=137.50 - - 0 10.0 RIS122.28 #403 'Q• � / /• 'i �. 124LF 1.5"S PV SCHAD -•� J � � �' INvt�r1f4.2o 4� h� /� SO r- 8'w-. l (FM LATERAL) INVovt=114.14 ii �• / Ln U1 SO / S.INVin(#2)=132.89 �, TEPg I n • oo S.INVin 9 137.52- • ' 8 W � \ (# )= BEND r BEND l.s r i I \ / � STEPS � \ I BENDS• / vi f vi - - - -- -- S CH i / PORC IIIII POR 1 •� 111LF 8"S 0 8.4% H Sp „ - GV & BOX (PER ENV.ONE) SO #429 � STEPS � � 1 I �^ A e '� 46 in ` S.INVout=122.25 / 0 i INSTALL PROPERLY SIZED THRUST S.INVout=140.0 ' s CH i I BLOCKS AT ALL WATER MAIN BENDS TYP. II PORCH POR ENV.ONE j V I # 1 1 I I EJECTOR PUMP #7 i H SMH#1 ,N 1`S.INVout=139.0 II PORCH S.INVout=138.0 (INSIDE BASEMENT) , I I I # ' RIM=131.90 Q' INVin=126.34 CONCRETE ENCASE SEWER IF # 10 8 n INVout=126.24 RATION IS NOT Ii I 18"VERTICAL SEPARATION 4 # POSSIBLE SEE DETAIL) #`� I I AS�M� T /•I�. �_i ' S.INVin(#1)=126.67 AT PATIO aq, �' 10 PATIO 4 PATIO I /I I PATIO -•'4 Sewer � ///I:y - - SMH #98S6J \, F°"oe 4fa4n�_.__ __. I ' �► / RIM-131.40 GV INYtn.-126.24(FM) ` - -- __._ �� am i IN nx4,99 125.35 \ -- __ _ �� ��� ��� •• •�� �c -- -� �- 46 -- --. -- -- / SMH #9895 RIL 129.82 - - - _ _ - - - �•\ o I / INV{n-114.08 -- ._ / INVout-119.88 v �THBOU�TD 1 .--- 0 ---4 -- -- -- -1/-- -- -- -- E-=�� _ - HIGHLANDRC UTE I Sower Force Main- __ __ .__.__.__.__ __ ___- i �,y - - - _ _ _ _ AVENUE i _ i .loDl�"r _16 ,r��I _ _ at - - __ \� �aPPmar.C qty - - _ _/ �apProx --- - --------- too �) �r 80TS&V - - - _._ _ _ CUT&CAP (AT MAIN) _ _ _.1.-•- _ _ -------------- ............ _ _ _._.- ...... i PER CITY SPEC. ----------------------------------------- I � i'� l ��� � _#392 iAVENUEUND _ - - SOUTHBO HIGHLAND _ _ - #4 4 0 4 50 402 - � 396 - - - - - _ _ SMH #9492 - - - - - - / RIM=191.76 I I I INVi"126.98 i� / �• INVovt-126.97 / I \\ #400 CROSS COUNTRY C) -\ j6 I UNDER PAVEMENT 4'• LOAM AND SEED OR APPROVED SLOPE PROTECTION ASRFACING REQUIREDR RESURFACING 6"�' 1 ° 0 ` 1 .111, ROAD BASE (GRAVEL) i v Z o0 °0 ° C) j ° SELECT BORROW "I / M o O COMPACTED IN cM ! ° p Z 6" MAX. LIFTS MHD M1.02.0 / Q M NO STONES OVER 2" f N �• � o Q, 3/4" 1 N / i i �• CRUSHED b � I Z • NOTES SEWER LINE > ,P - STONE TEAM b - MHD . • PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY > 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP., FEBRUARY, SLOPE=0.8% MIN. � 2000. PVC SDR 35 1 ", � � . � �. M2.o1.2 N OWNER/DEVELOPER: p 6"MIN. PAUL FERRAGAMO m 9.MIN. 419 HIGHLAND AVENUE, SALEM, MA 01970 SH OF Mgss 2. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE CROSS COUNTRY (978) 977-9801 y> 1N ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON SHEETING - UNDER PAVEMENT oma' SCOTT IAN IT AS REQUIRED 36"MIN. 4" LOAM AND SEED - � PATROWICZ �' o THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL OR APPROVED SLOPE ATTORNEY: CIVIL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY IN EARTH IN LEDGE PROTECTION SURFACING OR RESURFACING GEORGE ATKINS No.33656 � AS REQUIRED. 0 9� �o CD " RONAN, SEGAL, HARRINGTON cy LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR g NP, NOTES: ° 0 59 FEDERAL STREET, SALEM, MA 01970 F,g G� 3 FOLLOWING SITE EXCAVATION/CONSTRUCTION. r, S/ 1. A CLEAN-OUT SHALL BE INSTALL AT ALL HORIZONTAL AND VERTICAL / O o (978) 744-0350 X107 0 Al 7 BENDS IN THE PIPE. \ r� ;dh;"a', • ROAD BASE (GRAVEL) 3. ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL PERMITS, LOCAL r/ �o :Q o ARCHITECT: N0. DATE DESCRIPTION °? AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY OF SALEM DPW/ENGINEERING DEPT. SPECIFICATIONS AND z ° 0 .. HARRY GUNDERSEN SEWER TRENCH DETAIL COMPACTED CLASS w ° GUNDERSEN ASSOCIATES Q CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY ;�. BACKFILL SUITABLE TO 20 CENTRAL STREET, SALEM, MA 01970 PLEASING CONSTRUCTION. ° �• p ACCOMODATE SURFACE LOADING (978) 744-1000 Z z MHD M1.01.0 4. IF EXISTING UTILITY SERVICES ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A SITE ENGINEER: EFINITIVE (D CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL INSPECTED BY TV. IF THE SEWER LATERAL IS IN DISREPAIR (NOT SCOTT PATROWICZ, P.E. 0 8 = CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED), IT SHALL BE FIXED AS PART OF THE UTILITIES PERMIT. o Z SELECT BORROW PATROWICZ LAND DEVELOPMENT ENGINEERING O o COMPACTED IN 14 BROWN STREET, SALEM, MA 01970 FINISHED GRADE WATER LINE o N - 12" MAX. LIFTS (978) 836-6400 5. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS a MHD M1.02.0 Q REQUIRED. N NO STONES OVER 2" FIELD SURVEYOR: %%% �%%xx% - WATER & SEWER ��j��r��j��j� jr��;�� � �� �� " GAIL SMITH, R.L.S. w / " 6 MIN. � 6. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED � �/ � � � � � � � ������� ������������� � 9 MIN. _ NORTH SHORE SURVEY CORPORATION \ \\ \\/\\ \\ \\�\\�\\/\\/\\�\\��\�/�\��\��\/ z i +++}+Y+++i 14 BROWN STREET, SALEM, MA 01970 f o r IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY r o �� / /��� �/ 0 cc LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. Z �/ \ / o U SHEETING 36"MIN. (978) 744-4800 00 AS REQUIRED - TRAFFIC ENGINEER: 11 RESIDENTIAL LOTS U 7. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR INSPECTIONAL SERVICES. o- a a 10' MIN. IN EARTH / Z 1� _j -� IN LEDGE GILES HAMM, P.E. U THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY o of � VANASSE & ASSOCIATES, INC. for a site at w SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. b ? NOTES: 10 NEW ENGLAND BUSINESS CENTER DR. O ,ri � 0 o � 1. NEW 8" WATER MAIN LINE SHALL BE CEMENT LINED DUCTILE IRON PIPE (CLDI), BELL AND SPIGOT SUITE 314 40 5 - 42 7 Highland Ave , c� WATER MAIN CROSSING MANUFACTURED BY WARREN PIPE OR FOUNDRY CORP, OR R.D.WOOD CO. OR U.S.PIPE CORP. OR EQUAL. ANDOVER, MA 01810-1066 p 8. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONDITIONS (FLOW w ABOVE SEWER LINE (LATERAL AND/OR MAIN) PIPE SHALL CONFORM TO AWWA C150-71. THE CEMENT MORTOR LINING SHALL CONFORM TO AWWA (978) 474-8800 Q & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BECKETT. w 10 ` C104-71. MINIMUM EARTH COVER FOR ALL WATER LINES SHALL BE FIVE (5) FEET. 18" MIN.* MECHANICAL PIPE JOINTS (TYP.) 2. NEW WATER SERVICES (FOR DOMESTIC USE) SHALL BE 1.5-INCH (MINIMUM DIAMETER) COPPER TUBING Salem, Massachusetts 0 9. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING INSPECTOR AND/OR *NOTE: IF LESS THAN 18", ARE REQUIRED WITHIN 10-FEET OF PER CITY SPECIFICATIONS. MINIMUM EARTH COVER FOR ALL WATER SERVICES SHALL BE FIVE (5) FEET. APPROVAL UNDER SUBDIVISION Date: April 20, 2011 CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED USE OF THE BUILDING. THE EXISTING PARALLELING LINES: CONCRETE ENCASE SEWER CROSSING WATER LINE AT SAME SEWER LINE 3. INSTALL PROPERLY SIZED CONCRETE THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES AS REQUIRED CONTROL LAW REQUIRED: AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES. WATER MAIN PLDE 99-34 Scale: 1" = 20' Sheet 4 of 8 E AND/OR ND M ELEV. OR BELOW TO BE INSPECTED BY THE CITY PRIOR TO POURING AND AFTER POUR (PRIOR TO BACKFILLING). SALEM PLANNING BOARD # E SEWER SEWER MAIN AND/OR LATERAL Q 10. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR BLDG.SERMCE (MAIN LINE AND/OR BLDG. SERVICE CONNECTION) 4- FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE Land Owner: Paul Ferragamo TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED CONNECTION BASED ON THE EXISTING CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED g 10' MIN.** DEMANDS. THE SIZE AND LOCATION OF THE WATER LINES SHOWN ON THIS PLAN IS PRELIMINARY ONLY AND Salem, MA 01970 419 Highland Avenue, REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD - � ARE SUBJECT TO CHANGE. ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING IN **NOTE: IF LESS THAN 10', PATROWICZ 3 THEN CONCRETE ENCASE ***WATER MAIN CROSSING 5. PRIOR TO OBTAINING A UTILITIES PERMIT, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT o DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. THE SEWER LINE BELOW SEWER LINE (LATERAL AND/OR MAIN) THE CITY FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED CL (FLOWABLE FILL IS ALLOWED) BUILDING(S). THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED LAND DEVELOPMENT ENGINEERING 11. STREET TREES PER CITY OF SALEM REQUIRMENTS PLANTED 30-FEET ON-CENTER. FINAL LOCATION TO BE DETERMINED IN THE FIELD BASED ON ***NOTE: ENCASE SEWER LINE 6' FEET ON EITHER APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS. 14 Brown Street, Salem, MA 01970 W FINAL UTILITY LOCATIONS AND GRADES. MINIMIZE CONI LICTS WITH FUTURE TREE ROOTS AND AS-@UILT UTILMH. SIDE OF WATER LINE CROSSING (978) 836-6400 N WATER LINE TRENCH DETAIL 12. THE HOMEOWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE COMMON SEWER FORCE MAIN. THE ENGINEERING DESIGN OF THE SEWER CROSSING WATER DETAIL NORTH SHORE SURVEY CORPORATION SEWER FORCE MAIN AND SEWER LATERALS (COMMON AND INDIVIDUAL) SHALL BE PERFORMED AND SPECIFIED BY F.R.MAHONEY AND ASSOCIATES 14 Brown Street, Salem, MA 01970 -v (ENVIRONMENT ONE). (978) 744-4800 ATE: Not To eco e M C: E n U O U I , \ I I I \ #12I #22 / I I / - #14 � I I I I I I #18 I \ \ I I 20 / \ I # \ #5 \ �. I _ I WOOD _ I DECK �' \ ` \ \ YGRAPHIC SCALE 17 20 0 10 20 40 a0 NO STONE RErA;NIN I I 6-FOOT HIGH VINYL FENCE (WITH LATTICE AT,THE TOP) PLACED ON THE PROPERTY LINE W/ CHAIN LINK - WALLNCE I 1 2 O r u\ �A (FINAL LOCATION DETERMINED IN THE FIELD BASED ON EXISTING TREE LOCATIONS AND \ / s 2 PAVED DRIVEWAY ( IN FEET ) I FINISHED GRADES). FENCE TO BE INSTALLED BY DEVELOPER BEFORE COMMENCING ``r� \\ \ I 20"CHERRI 1s BY N 1 inch = 20 ft. + 2 I CONSTRUCTION. THIS FENCE SHALL HAVE A GATE (FINAL LOCATION TO BE DETERMINED I is, OTHERS). THIS FENCE AREA SHALL HAVE A 2-FOOT BORDER (ON THE NORTHWEST SIDE) Tr) 1 * n \ J 14"MAP •4"MAPLE 12"MAPLE , _ I PREVENT WEED GROWTH NEAR THE FENCE. IT IS AGREED THAT THE MAINTENANCE OF THE \� d `J „ BOULDER BOULDER z"MAaLE FENCE WILL BE THE RESPONSIBILITY OF THE OWNER OF #20 BARNES CIRCI E/, ONCE THE i # \ I MAPLE 150 156 - �` __ FENCE HAS BEEN INSTALLED (AND THE WARRANTY HAS EXPIRED). -155 - \ \\ EXISTING VEGETATION \ - 20"CHERRY BOUOLDER 75q --__� X BOULDER EXISTING V€G€TRTIOR) - - _ �� ---7r� TO REMAIN AS IS T I -- S3 24"TREE \ \ ----- O 1a9 t TO REMAIN AS IS ----GATE Q I 3 24"TREE52,7 z eou DER - _ EXISTING VEGETATION �o� /q '� �� 'ss r -----� `� \\ 7 �4a __=�4Z--- - 6� ' TO REMAIN AS IS �aFRs� o �°� —__�_—_ LI?III" 4 _ N 2 °MAPLE 2C.'L�UST 146 7 `75p, , ` - Rs a9 -� I -� \ \� \ \ \ ,I '�� TO EXISTING REhIAU� GSTATION ����_2=�' _--_ / %• �.' /J / J I ' 49., `\\\��a l� ' rn� �0 23"CHERRY I EXISTING VEGETATION TO REMAIN AS IS /// / i 6�` - `* \ 1 - \ / ,15 -151- I - I 6"HIGH 74j �\ 1.1gQ,,` ` \ RET-WALL \ \\ \.\` \ !- ';' ���� ��� -� - � 164 _ 6 Y/ � // i -"149- � \ ' )( '/ / •� #435 U 1 151.5 �\ �_' ��`{�- �ff'� - � � - - -- _ // /0/ 1�'i// \\ TOEXISREMAIN ASTING IS �r I / / � \ \ I 14"CHERRY 746 �`i� 'S� = — 6 — _ _ — _ — / v ___ s �- ,,, __ /�' v PARCEL I � XP.FOUND. v�r� A -145 \ '1 �_ ___\\`"/ - l � � !! RET.CALL ' 1 I I a # %/� ' N c , I i I I x \ 65,r —154= — — — �- / i , ry / � N 1 y R6'HIGr �/ QE \ W l _ = 153— / #6 —147 /// l J i� / / r /c\j \ '2p N \ p 1 wA, PORCH __ — .� // 7- ET. y / \ I 2 _ 1 53 X151 r i L- ///�� �r /l�"� ^ l l "l / l l��� ,1 / 4 N I / I STEPS_ _ a #4 - - \ 6 / / ^ \ / /145 j �� EXP-FOUND. PO�CH -145 -'-147- - 11'� (// + _ • - W I �� � -143 - � �� :.: w , 1 � , / I / /� �� //ii3� �- � / / • / I �� V� I / -* � PRIVACY SCREEN: 2 NORWAY / --- 138-_ 42-' STEP I EXRF6U _ I; ,I -� `\� / ��_ I � / -149- SPRUCE , 0 ��L -/- S I ND. Zi G / (OR EQUAL) 8 TO - - - - ,/ �1A ( / \ 1 U / ,\ 1 I #� o 4 \ f/ , �' \ r� I�j 10-FEET HIGH WHEN /_� / 65 PO / X147- ps 138.. / . '• / _ .� I I _ / -- ---- -136- 161 I PLANTED. FINAL LOCATION.42 / / � L' I �� �'� STEPS RCII \-�, �' � � I � / � MS�� ' -� � - -71 TO BE FIELD DETERMINED /// F+A - } -136' \ 161 \ I �1 i — � • � / \ / �h ice/ `/ / 8 \ 1 BASED ON FINAL GRADES AND / o -" / \ PLACEMENT OF STONE 1 \, / / Gtia A, ' `\ / .'148\ J`I \ \1\ \ `ISO- - 137 SO- l/ a2 PORCH EXP.FOU ` WALLS AND EXISTING / o , / 1 - I ^ - - - _ VEGETATION TO BE // o.� 137 I I s� s / s / 60- X14 - _ - _ _ - / J � Q I � / � 9- -. � � � � _� ♦\ / LGHTING (FINA 1 ,160 STEPS iLOCATION o, \\ PRESERVED. _ / -144- - - - -143- --- 'j \ / OTHERS) SEE ETAIL\ I / 136 ` `p / �' 4b. f �� / IS46 / \ 4'�.�1 \\\ ! O\ 1 I (�J1 !\`� I / _� -16 ✓< / �� I \ ` z - I #401 -S' 135 39 �``/ ��� / / \ 156 159 \ / \ �i��i}�__ _ N I I i p �4� X` � •r s \ \ � � I � N ' �- /M I #403 /,y� O� Q� \ "\ , \ / y / J `15 ,\ �� 158 �'-� - _ .. - 1 I ' 1 1 1� - �-- _ ' I �A 71 M I ,AR l =n ■ w�n u.,�� I -4— ��\ \ ( \` STEPS 54 \ _1 v °�/ _ M I \\ \ \ / T FFE 1 6E71 A\ \ S �. P u f._ A � p \I. / \ ORCn �'` �q)� \54 5 \ _ \ _ - -138 �,� ' `°4-- SS, \A \ 137 ''---/.�--135, - STEPS - - -139- \\ I ( PAVED PARKING AREA A X #429 _ _13s / /i �\ a �� PORCH \ \ I /\ ( PORCH ----__ �_�� # 11 0 _ EXP.FOUND — #7 0 ' PAVED 39 j�\ \\ \ / \ / / // \\\\ w Z 5z CH as o k ` w � II R I DRIVEWAY w J � �� 1 / \ 1 // / \\\\\ \ EXP,Fp�ND. 48 _ \ s �I POR i #`� N� a ~J > # 10 Q PAVED 1 134 0 3 ' / 38 36 \ �12� I J,`'�j'S//���O// \\ \\ \ a W 50 h� #�+ /�. DRIVEWAY UCC / 1 38 I ''- - - _� � 32/ � / 1 J � 4> \ '47 W �-145-'� 37 ✓ ^O // �// �\ i f - _-147 148 I 3e - i _ _ - / - -138- / /� - TIO / o N 48 % ^° '36. PA 1.6 � P 47 - - --- 45, - \ i -__ _ f L 1 WALKOUT PATI ' 9 PINE / _--r� / � 3a � r V CURB Cur 132 / \ \ \ ` a3 - - PATIO 146- 1 cuRe cur Z� \ / ) ��.�, / � '- - 141 -- 1. _ ,42 ,- _ � ��' _ o-' ,,,c. i.• ..... I `., WHITE LINE EX.CONC.SIDEWALK.� ' 32 ` 1/% I7 \�\ \ -- - 139 _ 45 I j /i,40 - _ I / - -137- '- - - \ ,--1 40' / � 3 - _ _ _- WAN 1 \ --12 37 If 1 _ 130- - --,- � \ _132- _ --_ '135 _ ' 140 1< �\\ 5S 138 _ _�, �y - 337 ,- � 0.' � � � _ 731 131— - 133 IN l 1 ^� 13 i WHITE LINE - - - - - -132 - - - - - - - _ '-131 _ _ EXISTING VEGETATION AND EXISTING LE 0 MAIN AS sTIN FACE - - E RE S - - .r EX-CON �lr -- 131�3— � STI G EDGE FACET \ 4 �„ lz; 5 SIDEWALK -_ -'�"''�"�-`35 1 . - _ ' -------- 131 ' _ 132 _ ------ __130 - ' - EXI G LEDGE FA - - --- - I 123 .1 30 y URB CUT ���� y r 12 �- N • I GRASS - - -- GUTTER LIN - ---- SWALE \29 -- EXISTING CONCRETE SIDEWALK _ GRASS T ��^ 2 SWALE < � EX�ST�NG CONCRETE SIDEWALK OF MEDIAN of m � - -. -- 72 •.L^ � STRIP WHITE LINE 0 WHITE LINE \ --'- z PRIVACY SCREEN: 6 ARBORVITEA (OR EQUAL) 6 TO --- �ti 8-FEET HIGH WHEN PLANTED. FINAL LOCATION TO BE 124 ';; 1 _ FIELD DETERMINED BASED ON FINAL GRADES AND STOP LIGHT° PLACEMENT OF STONE WALL(S) TYPICAL 132 I WHITE LINE WHITE AVENUE ( ROUTE 10 7 NORTHBOUND --__ INE . Q HIGHLAND 11 WHITE LINE ;Z 1 --- - - - GUTTER LINE OF MEDIAN STRIP 1 WHITE LINE #392 1 / � - - - - WHITE E SOUTHBOUND 1 \',�p�. AVENU _HIGHLAND - - - - — tiY #440- 450 0 _ _ 402 #396 EL I _ _ I iV N I / V I ! I / #400 CD ENTRANCE TO N / C I AND EGRESS �'�� � FROM � + I EXPOSED LEDGE FACE AND/OR STEEPLY HIGHLANDPLAZA SLOPING VERY SHALLOW SOIL COVER � 2-3` ZO DEPENDING / I TEAM• ON FINAL 250 WATT HIGH PRESSURE CO SELECTION SODIUM, ANTIQUE LOOKING PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY > LIGHT FIXTURE, DOWNWARD 1 �� _ OWNER/DEVELOPER: m DIRECTIONAL. FINAL SELECTION PAUL FERRAGAMO a0oe BY OTHERS. / H1H OF Mq � + 419 HIGHLAND AVENUE, SALEM, MA 01970 F,P `SS o (978) 977-9801 �� 9 N p SCOTT IAN yG PATROWICZ N ATTORNEY:,It rn o CIVIL GEORGE ATKINS -,,No. O `" r 0 33656 RONAN, SEGAL, HARRINGTON A�oFC7ST e'er 01 59 FEDERAL STREET, SALEM, MA 01970 FSS/ON STREET TREE 4LOCAT`ION SHOWN (978) 744-0350 X107 �Ty ON PLAN) 3.5' CALIPER(TYP) WHEN PLANTED M X PER CITY REQUIREMENTS ARCHITECT: a N0. DATE DESCRIPTION LANDSCAPING NOTES HARRY GUNDERSEN � GUNDERSEN ASSOCIATES w BLACK REINFORCED Q Q RUBBER HOSE 20 CENTRAL STREET, SALEM, MA 01970 Z MOUNTING PER TWO STRANDS OF #18 1. TREE TYPE TO BE APPROVED BY CITY (PLANNING DEPT) PRIOR TO PLANTING. (978) 744-1000 Q MANUFACTURER 4"t SQUARE LIGHT POLE cn GUAGE TWISTED DESIGNS FOR „ STEEL WIRE 2. PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN SITE ENGINEER: DEFINITIVE 100 MPH WIND / LIGHT BASE COVER w 24 MIN. STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF SCOTT PATROWICZ, P.E. _ VELOCITY (PER MANUFACTURER) 2" x 2" SPRUCE POST NURSERYMEN, INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. PATROWICZ LAND DEVELOPMENT ENGINEERING w UNPAINTED 7' HIGH ALL PLANT SHALL BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND 14 BROWN STREET, SALEM, MA 01970 1" CHAMFER TAGGED WITH THEIR PROPER NAMES. THREE REQUIRED PER TREE (978) 838-8400 SUBDIVISION 0 TREE WRAP TO orfz FIRST BRANCH FIELD SURVEYOR: LANDSCAPING _- - 3. PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO w �;���', � �°. a ��, ��� � � •� - GAIL SMITH, R.L.S. ��' . '• . / /� SURFACE TREATMENT r r NORTH SHORE SURVEY CORPORATION „ PLANT AT SAME DEPTH AS WAS AS TO NOT ALLOW RUNOFF (FROM THE PLANTING BED) TO BE DIRECTED VIA A STEEP E (SEE PLAN) Z' o --3.5 CALIPER PREVIOUSLY GROWN OR W IN or F ~ ► ONE INCH BELOW MAX.) / SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING 14 ROWN STREET, SALEM, MA 01970 for d o FINISHED GRADE z I o iv LOAM (CLEAR AND GRUB AS NECESSARY). REMOVE STONES, STICKS, PROTRUDING ROOTS, ( ) PVC CONDUIT 2 g'W 11 RESIDENTIAL BUSHING ( " MIN.) a UNSUITABLE SOIL, PAVEMENT AND OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE LOTS = 2" CEDAR BARK MULCH 2' CEDAR BARK MULCH TRAFFIC ENGINEER: N ( ')�'` r/ 4"MIN. SCREENED LOAM AND 2"MIN. BARK MULCH. U 3 4" DIAM GALV. z GILES HAMM, P.E. I� / -� ��� SLOPE TO FORM DISH z SLOPE TO FORM DISH TO VANASSE & ASSOCIATES, INC. for a site at -, STEEL ANCHOR BOLTS (4) ;n CONTAIN WATER a EMBEDDED A MINIMUM OF FINISH GRADE (SEE PLAN FOR / MOUND AROUND EDGE OF 4. EACH PLANT SHALL BE "WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTING. 10 NEW ENGLAND BUSINESS CENTER DR. 0- 30" INTO CONC. FOOTING SURFACE TREATMENT) PIT TO CONTAIN WATER THE LANDSCAPE CONTRACTOR SHALL NOT PLANT ANY DAMAGED PLANTS. THE LANDSCAPE SUITE 314 # 405 - 42 7 Highland Ave , UNTIE AND ROLL BACK BURLAP CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND REPLACE ANDOVER, MA 01810-1088 0 �, 4 a — �' a, COMPACTED GRAVEL FROM TOP 1/3 OF ROOT BALL (978) 474 8800 ad THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. Q � •••••�� a .,, ,• - SURROUNDING FOOTING � ' CONCRETE FOOTING (PRECAST OR \\'\\\'\\\ �\,\�\� 1 MOUND AROUND EDGE OF PIT Salem, Massachusetts CU - —„ ONE CONTINUOUS POUR) (4500 psi) 5. ONLY SLOW-RELEASE ORGANIC GRANULAR TYPE FERTILIZERS, LOW IN NITROGEN APPROVAL UNDER SUBDIVISION - 12 x12 SQUARE UNTIE AND ROLL BACK BURLAP I . FINISH GRADE (SEE PLAN FOR CONTENT, SHALL BE USED WITHIN THE PROPERTY. Date: April 20, 2011 c FIRM STABLE 3/4" GROUND ROD FROM TOP 1/3 OF ROOT BALL I I J N SURFACE TREATMENT CONTROL LAW REQUIRED:SUBBASE LIGHT POLE IS \J `/ E CENTERED (IF REQUIRED BY ) PLDE#99-34 Scale: 1" = 20' Sheet 5 of 8 ELECTRICIAN) - B 6' DIAMETER HOLE DUG 6. NON-ORGANIC (OR INORGANIC) PESTICIDES, HERBICIDES AND FUNGICIDES SHALL NOT BE SALEM PLANNING BOARD Q z -ACKFILL MIXTURE : FOR ROOT BALL AND USED WITHIN THE DESIGNATED DEP APPROVED GROUNDWATER PROTECTION ZONE II AREA. > NOTE: TAMPED BACKFILL MIXTURE „A, :r•;L PROPER AMOUNT OF ORGANIC PESTICIDES, HERBICIDES AND FUNGICIDES MAY BE USED SUBJECT TO REVIEW AND Land Owner: Paul Ferragamo 1. FINAL LIGHTING TO BE DESIGNED BY OTHERS. THIS DETAIL IS A SUGGESTION OFA BACKFILL APPROVAL OF THE ROWLEY CONSERVATION COMMISSION. 419 Highland Avenue, Salem, MA 01970 TYPE OF LIGHTPOLE THAT MIGHT BE USED FOR PERMITTING PURPOSES ONLY (AND NOT \ BACKFILL MIXTURE (TYP) _ ROOTBALL _ z 3 FOR ACTUAL CONSTRUCTION). FINAL LIGHTING DESIGN, SPECIFICATIONS, LOCATION, HEIGHT /�� �� /�� TAMPED BACKFILL MIXTURE 507. LOAM + 25% SAND + -- -- o „ 25% PEAT MOSS, MANURE & WIDTH VARIES N 7. ANY PLANTINGS UTILIZED IN THE LANDSCAPING OF THIS PROJECT SHALL NOT BE PATROWICZ SHALL BE SPECIFIED BY OTHERS SUBJECT TO THE APPROVAL OF TOWN BOARDS. _ 24 MIN. VERMICULITE INVASIVE PER THE PUBLISHED M.I.P.A.G. LIST OF PLANT SPECIES DESIGNATED AS INVASIVE a 2. THIS DETAIL SHOWS A CHASE PRECAST CORP. PRODUCT NO. LPD-12 OR APPROVED (LIKELY INVASIVE OR POTENTIALLY INVASIVE) AS LISTED BY THE DEPT. AGRICULTURAL LAND DEVELOPMENT ENGINEERING HRUD PLANTING DETAIL NOTE: FINAL LOCATION TO BE DETERMINED IN THE FIELD BASED ON MINIMIZING CONFLICTS WITH FUTURE �° EQUAL. TREE ROOTS AND AS-BUILT UTILITIES. FINAL PLANTING DEPTH TO BE ADJUSTED BASED ON FINI§H[D RESOURCES. 14 Brown Street, Salem, MA 01970 LIGHTPOLE DETAIL GRADES. (978) 836-6400 TREE PLANTING DETAIL NORTH SHORE SURVEY CORPORATION Salem, MA 01970 got To Scale DATE: 2 u� 14 Brown Street, 0 (978) 744-4800 a) E U O U PARCEL A LOT #3 � 'I � LOT #2 H.CURVE #3 LOT #4 ,awn -am �- W ,� s LOT #6 a \ 4, SAH �; �� _ LOT 5 A N Q/ -- 1596 q� I / / / 160-- # \r\ \ I \ \ ^\ h ! H.CURVE #2 �� 15g - 1 \ \`� \ � \'' (5+76,17) LOT 1 , ----�, r- ,, /8 ,' 8 - - - - \ �� --1- -+�► - - -� a - - 1.4123.0 # �� �r.Y �', ?J �S ° 15 UTTER GRADE 1 I �� _ 5 \ a� i\ N N j MATCH EXISTING �� °' A A �I��\ -�\ A ���� I 00 N �� �c� G H#3/_� cV C14 �� 1 +HP:148.44 A 1 \ V ^ 1-' �� H.CURVE #1 I s N It / _ 154 �� ^ b^ -0 0 V vjl , , .� .- a ,� LOT #7 + -- _ C� \ / 136 LOT # 11 � S'• - N � CrJ LOT # 10, LOT #8 \ 1S0) - LOT #9 136 \ 135- 1 I 1 -' CURVE 34 CURVE LENGTH RA TANGENTCHORD DELTA PLAN, 133 PT C1 158.66 100.00 101.59 142.53 90'54'16' / C0+26 C2 281.58 615.00 143.30 279.13 26'14'01' 732•. \ 93� C3 48.83 200.00 24.53 48.70 13.59'15' HORIZONTAL SCALE: 1" = 20' GRAPHIC SCALE EX.CONC.SiCtNqLK ` o ImWa�ft� 20 0 10 20 40 80 130. 1� ---- GUTTER EXISTING EX.CONC.SIDEWqLK HIc;HLAND IN FEET1 inch = 20 ft. AVEIV, ' (RoUrpt-1 107 NORTHBOUIVD CREST VERTICAL CURVE LENGTH (L) = 172.0' SAFE STOPPING SIGHT DISTANCE (S) = 123' A = 20.0% M = 4.3' ---- --- - ELEVATI❑N 160,0 ELEVATI❑N 160.0 I ELEVATI❑N 152,0 - - r G1 = +10% PVI G2 = -10% t % � - -- - - - - - _ - - _ - - � - ELEVATION 152,0 FINISHED CENTERLINE ROAD PROFILE - - EXISTING GRADE (ALONG PROPOSED ROAD CENTERLINE) 1-1 i \ � CREST \ ELEVATI❑N 144A PVC ELEV=148,44 PVT ^ SAG VERTICAL CURVE LENGTH (L) = 100.00' L M ELEVATI❑N 144,0 A = 8.0% M = 1.00' N N CPE h1gXI 1 - _ - - - - - - - - M - 178LF 8"S ® 1.0% - y 4FM R SALEM �B IVTSRLINE GR \~ \ � ELEVATION 136,0 - SMH 3 ON GRAD,, ELEVATION10% ELEVATI❑N 136,0 Q % SMH#2 t RIM�46.00 TIEN IV• % -- R1M=141.25 CU .. N P. N -� A• G2 4 nj INVin=137.65(FM) � 3•a� \ IN t=1357 v INVout=137.55 v SAG VERTICAL CURVE LE (L) = 52.34' _ +10% v v o U� I G +2% PVI ® 8 4% INVout=135.67 � 11> M Nr- D > �,� ro > 1 _ 1�1LF 8 S ¢ w Q w c*i d w A -- 8,0% ELEVATION 128,0 y N j .� c j 111LF 8"S ® 0.8% 1 N ti W M = 0.46 � ELEVATION 128.0 SMH#1 a a>. �~il w > a N w > o>. PVC \ TO EXISTING RIM=131.90 SMH 3856 INVin=126.34 w # 1NVUul=126.24 i `0 .'J� GI = -10% PVI PVT o 1� 0� M 0 1- n o 0 0 00 G2 = o Cq ELEVATI❑N 120,0 o M oLn CD � oo' M � `� N o N %%6 N ELEVATION 120,0 st In (v7 .r tm 0 r + � o II (U I+ + o> o 11 >cf Li N in > U7 > Li 1-3 > 0 W 0 W � W1 i_U W W W W Vl W >> T > > a s N a s a- a (L 0- w' 0-0- � a a (n ELEVATI❑N 112.0 ELEVATI❑N 112,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M (U c`') 4 Ui �0 t\ 4 0 116 t\ au 00 � ,6 Ui 4 00 n tU U7 4 •,r M_ Cl) Cl) (`') (`7 ('') I- 1- � 1 (U (U CU fU (U II II II II II II II II II II II II II II II II II II II II II > > > > > > > > > > > > > > > > > > > > > 0+00 J W 0*50 w w w w 1+00 W 1+50 w w w 2+00 W W 2+50 W 3+00 W w w w 3+50 4+00 4+50 5+00 w w w w 5+50 W 6+00 W J J -1 J J J J J J J J J J J J J J J J J J W W W W W W W W W W W W W W W W W W W W W CD n 0 0� (U (`') ('') V t` - (U CT a% �0 00 00 00 00 01 + M I!) �D 00 0` o n 00 0� + ('7 CO o (U t'7 d o - (U M U") + + + + + (lJ + + + + + t + + + + + 0 0 0 0 o c r - -, - ¢ (U (U c`) ('7 (7 M U� U7 U7 U••) U) Q H ¢ Q Q ¢ Q ¢ ¢ Q Q Q Q Q Q ¢ Q ¢ ¢ Q Q Q N H H H V H H H H H H H H H ROAD PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL I VERTICAL SCALE: 1" = 8' GRAPHIC N HORIZONTAL GRAPHIC SCALE SCALE 20 0 10 20 40 90 ( IN FEET ) 12 a 1 inch = 8 ft. rn 0 CD ( IN FEET ) 1 inch = 20 ft. a 0 Q co Q V 3 Ili m N !n TEAM: PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY OWNER/DEVELOPER: PAUL FERRAGAMO 41' WIDE RIGHT OF WAY _ 419 HIGHLAND AVENUE, SALEM, MA 01970 PSN OF ,W4 c, (978) 977-9801 �'�� SCOTT IANS90'yG N PATROWICZ n ATTORNEY: � N0.CIVIL 3.5' WIDE GRASS STRIP (INCLUDES SGE) GEORGE ATKINS o 9� �3656 O C) - RONAN, SEGAL, HARRINGTON '9p �'iSTEP 59 FEDERAL STREET, SALEM, MA 01970 FFSS;ON E �� 3 PLANTED STREET TREE (978) 744-0350 X107 Tpy M FLOWERING PEAR (TYPICAL) (SEE DETAIL) ARCHITECT: N0. DATE DESCRIPTION rn } HARRY GUNDERSEN a < GUNDERSEN ASSOCIATES w 3 3 20 CENTRAL STREET, SALEM, MA 01970 Q W 24' WIDE ROADWAY J\ Z Q _ _ (978) 744-1000 _ �� EFINITIVE SITE ENGINEER: 3.5' WIDE GRASS STRIP _ 1L SCOTT PATROWICZ, P.E. _ (INCLUDES SGE) Y PATROWICZ LAND DEVELOPMENT ENGINEERING 14 BROWN STREET, SALEM, MA 01970 6 5' WIDE SIDEWALK - 5' WIDE SIDEWALK (978) 838-8400 Q _ STORMWATER QUALITY �T --I- SUBDIVISION GRASSED SWALE TO ALLOW 1.0" BIT. TYPE 1 BASE FOR EXFILTRATION STONE INTO THE 1.0" BIT. CONC. BASE FIELD SURVEYOR: ROAD PROFILE & CROSS SECTION COURSE TYPE I-1 CRUSHED STONE BED COURSE TYPE I-1 IY GAIL SMITH, R.L.S. � 3 THEREBY DETAINING RUNOFF NORTH SHORE SURVEY CORPORATION 1.5" BIT. CONC. BASE (SEE DETAIL) 1.5" BIT. CONC. FINISH COURSE TYPE 1-1 1.5" BIT. CONC. BASE 14 BROWN STREET, SALEM, MA 01970 for E 3:1 MAX � 1 COURSE TYPE 1-1 COURSE TYPE 1-1 (978) 744-4800 PITCH 4" LOAM & SEED 2.5" BIT. CONC. BASE COURSE TYPE 1-1 3 11 RESIDENTIAL LOTS TO MEET 2% 2% 2X 4" FT. 1/4"/FT. 2- �2R �2% 1 3:1 MAX TRAFFIC ENGINEER: EXISTING - N- -� �-- �-- 1� � _ GILES HAMM, P.E. L) GRADE --11 -- -� \ \ 1 -1 1- PO MEET VANASSE & ASSOCIATES, INC. for a Site at LU 3 - o - O O = i- GRADE EXISTING 10 NEW ENGLAND BUSINESS CENTER DR. 1 �- - O z o._ �, o O O . O O - - O O SUITE 314 - 427 Q o - _ o - � - _ # 405Highland Ave - - o O � '� � � � � 0 O � � O• ,, ,•, O oQ O - �� ANDOVER, MA 01810-1088 Q = og 24"TYP. - og 00 O O o0 - •:' - 0 _ - (978) 474-8800 Q - _--- D -_Z N D'- �'-_- - GRAVEL BASE Q -Iii-I 1- ' '...,... .,. ;.I• - -� - -� -III- Salem,12" MINMassachusetts -� - = =1 -III=III- (TWO LIFTS 95%) SLOPE GRANITE EDGING (SGE) NOTES APPROVAL UNDER SUBDIVISION � 8" MIN. COMPACTED % i I I- -I i � � BOTH SIDES OF ROADWAY 8" MIN. COMPACTED o GRAVEL BASE w Date: April 20, 2011 -j 1 a. 1 GRAVEL BASE 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE CONTROL LAW REQUIRED: Q ' 12"DRAIN � PLDE 99-34 Scale: 1" = 20 Sheet 6 of 8 00 o O SURVEY CORP., FEBRUARY, 2000. SALEM PLANNING BOARD # E w M LINE w GAS 0 0 2"CRUSHED STONE (NOT 2"MINUS) /U Jm w a¢ 2. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION Land Owner: Paul Ferragamo �a � w L U H L a J 10' SEPARATION (SEE DETAIL) OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES 419 Highland Avenue, Salem, MA 01970 2 DEPTH DETERMINED f - - 1 g N BY RESPECTIVE „ SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS UTILITY COMPANIES 8 WATER 8"SEWER SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. PATROWICZ o MAIN MAIN CLDI PVC SDR35 3. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL LAND DEVELOPMENT ENGINEERING a o FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE 14 Brown Street, Salem, MA 01970 c j BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO (978) 836-6400 ROAD CROSS - SECTION FOR A MINOR RESIDENTIAL STREET SALEM) THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF TIME CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. NORTH SHORE SURVEY CORPORATION U) Not To Scaie PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. 14 Brown Street, Salem, MA 01970 -o DATE: (978) 744-4800 C: a) E U O U I � � -F - 2.5'MIN HYDRANT PUMPER CONNECTION (MUNICIPAL STANDARD) UNDISTURBED UNDISTURBED • SITE PLAN NOTES FACES ROAD o EXISTING PAVEMEN SAWCUT EDGES EXISTING PAVEMENT S H 0 RT-TERM PLANNED BREAKAWAY FLANGE 1" MIN. BIT. CONC. DEMOLITION PAVED RESURFACING � FINISHED GRADE SEDIMENTATION & EROSION CONTROL MEASURES _ 3" MIN. BIT CONC. I ALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. SURFACE SGE- oQ 8 - LAID IN 2 COURSE (1.5"EACH) 1. `b = EXISTING TOP PROPOSED SITE UTILITIES DURING CONSTRUCTION I � _ SELECT BORROW COURSE EXISTING S - COMPACTED IN THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY OTHERS AND SHALL BE CONSTRUCTED PER THE MOST C p O BINDER RECENT LOCAL AND STATE BUILDING CODES. 6" GATE VALVE _ $ o = 12" MAX. LIFTS EXISTING o p cA. COURSE (PER FEDERAL NPDES CONSTRUCTION RELATED REQUIREMENTS AND DEPS STORMWATER MANAGEMENT POLICY VOLUME II) AND BOX _I_, o _ MHD ML02.0 " GRAVEL Q o o THESE PLANS DO NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS THE FOLLOWING REQUIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION TO CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN THRUST BLOCK o -moo , .. = NO STONES OVER 2 = `� _ APPLY OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCYS EPA'S NATIONAL POLLUTANT DISCHARGE ELIMINAl10N SYSTEM NPDES GENERAL PERMIT PROGRAM FOR STORMWATER 8" WATER MAIN _ - 6 MIN _ =III- SAWED EDGESTACK COAT N THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS ( ) ( ) " _B I 8., . THRUST BLOCK " _ p ., I ' 6"MIN DISCHARGES FROM CONSTRUCTION SITES (AS LAST REVISED TO TAKE EFFECT OCTOBER 31, 1998). THE FOLLOWING SEDIMENTATION AND EROSION CONTROLS SHALL BE EMPLOYED TO MINIMIZE Sx8x6 TEE " - MIN. BEARING 6 SQ. FT. 18 GRAVEL SUBBASE - OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE ASSUMES NO RESPONSIBILITY (OR LIABILITY) FOR A!!LY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EROSION (AND TRANSPORT OF SEDIMENT) DOWN-GRADIENT TO ABUTTING CITY STREETS DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE PROJECT. THE FOLLOWING EROSION L6 MIN. DO NOT BLOCK DRAIN HOLES COMPACTED 98� -III EXCAVATION/CONSTRUCTION. CONTROL MEASURES SHALL BE EMPLOYED (AND PROPERLY MAINTAINED DURING CONSTRUCTION): - = MHD M1.03.0 TYPE B O� 4 _ TRENCH WIDTH NO STONES OVER 3"DIA. " I . ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, CITYE�w 18"x18"x6"POURED CONC. _I 1$ MIN :, . `p - 1. STRAW WATTLES: TO MINIMIZE SHEET EROSION STRAW WATTLES WILL BE PLACED TO TRAP SEDIMENT TRANSPORTED BY RUNOFF BEFORE IT REACHES THE EXISTING DRAINAGE SYSTEM OR . I -1 �� BASE FOR SUPPORT '' - PUBLIC WORKS DRAIN LAYERS MANUAL, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION "LEAVES THE CONSTRUCTION SITE. WATTLES (8 TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BLACK PLASTIC NETTING) WILL BE SET AT LEAST FOUR (4) INCHES INTO THE MECH. 6 DIAM. PIPE MECH. 4 e e e SUITABLE PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (OR REPAIRED) UTILITY LINES ARE SUBJECT TO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF. WATTLES SHALL BE PLACED ON ANY DISTURBED SLOPE GHAT WILL REMAIN UN-ALTERED FOR MORE THAN SEVEN DAYS). JOINT JOINT = -;, ,, ,'� CRUSHED STONE OR PEASTONE �� COMPACTED APPROVAL FROM THE CITY. PIPE - (MIN. 1 CU. YD.) O ..1..•Q . 0`' BACKFILL WATTLES SHALL BE PLACED EVERY 20-FEET DOWN SLOPE, SO THAT THE WATERSHED FOR EACH WATTLE LINE IS ONLY 20-FEET WIDE. WATTLES SHALL BE INSTALLED PERPENDICULAR TO - - _ .. SEE TRENCH 111=111 - I IF EXISTING UTILITY SERVICES (AND/OR MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. WATER FLOW. THE WATTLES SHALL BE STAKED WITH WOODEN POSTS (1.5-INCH SQUARE) 4-FEET ON CENTER. 4'MIN. 3.5'MIN. - -I I17 - I- ' '- DETAIL 111-111- THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED. 2. SILT FENCING: USE A SILT FENCE (DETAIL SHOWN ON THIS PLAN) AT THE DOWN-GRADIENT PROPERTY LINE (ALONG THE HIGHLAND AVENUE SIDEWALK). THIS SEMI-PERMEABLE BARRIER 6.5'MIN. f_a MADE OF SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE. THE SILT FENCE BARRIER SHALL BE DUG INTO THE i 3 NOTE: PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. THESE PLANS ARE INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN. THE ACTUAL GROUND AT LEAST FOUR (4) INCHES AND BE HELD UPRIGHT WITH WOODEN STAKES SPACED TEN (10) FEET APART (MAXIMUM). THE SMALL SPOIL PILE SHALL BE PLACED ON THE 14' TO 20' TYP. UP-GRADIENTSIDE OF THE SILT FENCE. THE WOODEN STAKES 1.5-INCH SQUARE) SHALL S DRIVEN INTO THE GROUND AT LEAST EIGHT (8) INCHES. THE SILT FENCE SHALL BE FIRMLY PERMANENT PAVEMENT PATCH CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT SHOWN ON THESE PLANS, REQUIRE THEIR HELD TO THE WOODEN STAKE WITH MANY CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE. THE SILT FENCES AND HAY BALE BARRIERS WILL BE REPLACED AS DETERMINED BY NOTES: - OWN SEPARATE APPROVALS. PERIODIC FIELD INSPECTIONS. 1. HYDRANT NOZZLES SHALL BE SET AT A STANDARD HEIGHT ABOVE FINISHED GRADE. 2. CONSTRUCTION OF GATES AND HYDRANTS SHALL BE IN ACCORDANCE WITH AWWA Not To Scale THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY (TOWN) DPW AND/OR CITY (TOWN) ENGINEERING DEPT. FOR INSPECTIONAL SERVICES. THE SITE CONTRACTOR C500-71 AND AWWA C502-64 RESPECTIVELY. "DARLING" GATES (OPEN RIGHT), "0" I SHALL COORDINATE WILL EACH RESPECTIVE CITY (TOWN) DEPT. FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY (TOWN) SPECIFICATIONS FOR THE USE OF EACH 3. CATCH BASIN PROTEC11ON: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH HAY BALE BARRIERS (WHERE APPROPRIATE) AND/OR SILT SACKS THROUGHOUT RINGS, "DARLING" HYDRANTS WITH 6" HUB BASE AND 5" VALVE OPENINGS (OPEN PROPOSED UTILITY ON-LINE. CONSTRUC110N. RIGHT) WITH TWO 2.5" HOSE CONNECTIONS ON A 4.5" STEAMER CONNECTION "DARLING" 4" LOAM AND SEED TYPE D-50B, "QUICK FIX" HYDRANT SHALL BE USED; i 4. GRAVEL AND CONSTRUCTION ENTRANCE/EXIT: A TEMPORARY ENTRANCE/EXIT WILL BE CONSTRUCTED OF A SIX (6) INCH THICK (MINIMUM) BED OF 2 TO 3-INCH WASHED CRUSHED STONE \ \/\� PRIOR TO WORKING (ON-SITE AND/OR INSIDE THE ROAD RIGHT OF WAY), THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH WORK. THE SITE CONTRACTOR PLACED ATA 29� GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. ACROSS-SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN � \\ \\/\\/�\/i SHALL CONTACT DIG-SAFE ® 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION WORK. INLET OR TEMPORARY SETTLING AREA. IF DEEMED NECESSARY, AFTER CONSTRUCTION BEGINS, A WASH PAD MAY BE INCLUDED TO WASH OFF VEHICLE WHEELS BEFORE LEAVING THE HYDRANT INSTALLATION DETAIL BIT. CONC. � ��/��/ PROJECT SITE. Not To Scale BINDER COURSE AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ,O BIT. CONC. i ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE 5. DIVERSION CHANNELS: DIVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO EITHER SEDIMENTATION BASINS OR PROTECTED CATCH 6"MAX 4v ,4v 0 E RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND BASIN INLETS. TOP COURSE 3"MIN Q'�y'� ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. S 6. TEMPORARY SEDIMENT BASINS: DURING CONSTRUCTION, TEMPORARY SEDIMENT BASINS WILL BE INSTALLED EITHER AS EXCAVATIONS OR GERMED STORMWATER DETENTION STRUCTURES 1.5" SQ. WOOD POST 10' T0�4' O.C. OR Q, <v WATER SERVICES FIRE AND DOMESTIC): THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION. ANY WATER LINE CONSTRUCTION DEPENDING ON THE GRADES. THE TEMPORARY SEDIMENT BASINS WILL RETAIN RUNOFF FOR A SUFFICIENT PERIOD OF TIME TO ALLOW SUSPENDED SOIL PARTICLES TO SETTLE OUT PRIOR TO STEEL REBAR POSTS SET 10 APART �• COMPACT FLOW/PRESSURE TESTING OF EXISTING DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-GRADIENT SIDE OF THE TEMPORARY WRAP ATTACHMENT ti;, SHALL COMPLY WITH THE CITY DPW, FIRE DEPT., WATER DEPT. AND ENGINEERING DEPT. SPECIFICATIONS. A MEP ENGINEER SHALL SPECIFY PERFORM /P _ N R GRAVEL SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED TO MINIMIZE EROSION OFF-SITE. THESE BASINS SHALL BE LOCATED BASED ON U DESTU BED DISTANCE Q� BEHIND WATER LINES. A MEP ENGINEER SHALL DESIGN THE WATER DISTRIBUTION SYSTEM MEETING ALL APPLICABLE CODES. THAT WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE. FINAL CONSTRUC110N NEEDS AS DETERMINED BY THE SITE CONTRACTOR. CORD AROUND O 5 , , ' LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER PIPES IS 5-FEET. REFER TO WATER TRENCH DETAIL POST TWICE (SEE PLAN) ' GRANITE F FOR PIPE SIZES AND MATERIAL TYPES. 7. VEGETATIVE SLOPE STABILIZATION: STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN FOURTEEN (14) DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE FINISHED 0 0 �• `>CEMENT.. '- EDGESTONE DOWN GRADIENT s y . r GAS SERVICE: THE CONTRACTOR SHALL LOCATE THE X RTO ANY CONSTRUCTION. FINAL LOCATION, SIZE DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON TEMPORARILY OR PERMANENTLY CEASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STABILIZATION WILL BE USED TO MINIMIZE EROSION ON \ GRADE 5' TO 10' CONCRETE ;; , EXISTING GAS LINE PRIG - SLOPES OF 3:1 (H:V) OR FLATTER. ANNUAL GRASSES (SUCH AS ANNUAL RYE GRASS) WILL BE USED TO ENSURE RAPID GERMINATION AND PRODUCTION OF ROOTMASS. PERMANENT \/�j\ AF RI z WETLAND RESOURCE Q O CONCRETE GAS COMPANY, 100 COMMERCIAL STREET, MALDEN, MA 02148, CONTACT: COLLEEN LOVE (617) 723-5512 EXT. 6334. MARAFI FAB C BEHIND STABILIZATION WILL BE COMPLETED WITH PLANTING OF PERENNIAL GRASSES OR LEGUMES. ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY \/\\\ � AREA �. = GRANITE " - WITH A MINIMUM SLOPE OF HYDRO SEEDING OR SODDING. A SUITABLE LOAM TOPSOIL, GOOD SEEDBED PREPARATION, AND ADEQUATE LIME, FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF �/ // SPOIL N O 6" EDGESTONE SEWAGE DISPOSAL SYSTEM: INSTALL A NEW MAIN SEWER LINE AS SHOWN ON THESE PLANS. MAIN SEWER LINES SHALL BE 8 MINIMUM DIAMETER PVC SDR 35 WI THESE VEGETATIVE STABILIZATION METHODS. AUGHT (POROUS) SPREAD OF HAY MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM IMPACT OF FALLING RAIN \\ 1 COMPACTED GRAVEL 0.8% (SELF-CLEANING VELOCITY: 2.5 FEET PER SECOND) UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER. /�//\ BASE TO ORDERING 6RY STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. �\\\/\\ \\ \\ : Z r'1: 0 Q : 0 �Q -- NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR SOLID FOUNDATION) PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE 8. CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND (INCLUDING PLANNING BOARD SUBDIVISION AND DRAINAGE , ///�/ N _"V- _ - O V - - _- ALTERATION PERMIT FROM THE CITY ENGINEER). AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE CITY ENGINEER, EARTHWORK WILL BEGIN TO MOVE __COMPACTED FIRM,=__�- STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT A PROPER FOUNDATION AND/OR PILES) SHALL BE DEEMED UNACCEPTABLE EXISTING SOIL MATERIAL AND BLAST LEDGED. TEMPORARY SEDIMENT BASINS SHALL BE MAINTAINED THROUGH THE EARTHWORK STAGE OF THE PROJECT TO CATCH SEDIMENT BEFORE IT BURY FABRIC 8 MIN. I I I III- SIABL I N E SUBBASE- AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. IN GROUND. DO NOT - FLOWS OFF-SITE. ONCE THE GENERAL GRADES OF THE LAND HAVE BEEN ESTABLISHED, THEN THE ROAD SUB-BASE AND BUILDING PADS CAN BE SET. THEN, THE UTILITIES WITHIN THE PUT SPOIL ON WETLAND THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY LINE(S). EXISTING SEWER MANHOLES (TO BE DEMOLISHED) ROAD IS CONSTRUCTED, PERMANENT DRAINAGE CONTROLS ARE PUT IN PLACE. BACKFILL IN ACCORDANCE WITH GEOTECHNICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION. SIDE OF FENCE NOTES: I SHALL BE PUMPED OUT, CRUSHED AND BACK FILLED WITH CLEAN SAND. PROPER COMPACTION IN 12-INCH LIFTS IS REQUIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OLD THEN FINAL GRADING, THEN PAVEMENT, THEN LOAM AND SEED ALL DISTURBED AREAS WITH HYDROSEED. 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB DEMOLISHED MANHOLE STRUCTURE. 10. MAINTENANCE OF EROSION CONTROLS: THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THESE PLANS. DURING CONSTRUCTION, THE NOTE: CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL (LIMIT OF WORK) 4" MIN. THICKNESS, 12" MIN. WIDTH OF FACE ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND AS SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY 2. ALL SLOPED GRANITE EDGING SHALL BE LAID AT ALL SEWER SERVICE LATERALS SHALL BE 6" MINIMUM DIAMTER PVC SDR-35 WITH A MINIMUM SLOPE OF 1.09 (SELF-CLEANING VELOCITY: 2.5 FEET PER SECOND) UNLESS OTHERWISE NOTED. MAINTAINED ON-SITE BY THE SITE CONTRACTOR. SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN FOUR (4) INCHES DEEP, OR AS NEEDED. DAMAGED OR EXCAVATION OR EARTH REMOVAL ON-SITE. THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. STORM DRAINAGE SYSTEM: INSTALL NEW CATCH BASINS, DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. THE DRAINAGE DETERIORATED EROSION CONTROL DEVISES WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY NOTE: CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY PIPES TYPE SHALL BE BASED ON THE DEPTH OF EARTH COVER. SEE DRAINAGE TRENCH DETAILS AND PLAN. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN DISPOSED OF OFF-SITE. SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE CITY ENGINEER SHALL APPROVE THE STABILIZED EARTH PRIOR TO MAINTAINED AT ALL TIME IN ACCORDANCE WITH THE ORDER OF CONDITIONS (WETLANDS PERMIT) SLOPED GRANITE EDGING. ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. THE REMOVAL OF EROSION CONTROLS. AND IN GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED. NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH SILT FENCE DETAIL ( SGE) CURBING BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE LONG-TERM INSPECTION., OPERATION & MAINTENANCE Not To Scale DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. Not To Scale THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF (POST- CONSTRUCTION) REQUIREMENTS I REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND - MAINTENANCE PLAN (IN ACCORDANCE WITH DEP STORMWATER MANAGEMENT STANDARD #9). THE FOLLOWING OPERATION & MAINTENANCE PLAN IS TO BE PERFORMED BY A LEGALLY THE SITE CONTRACTOR SHALL OVERBLAST A MINIMUM OF 36-INCHES BEYOND THE CRUSHED STONE FOR ALL LEACHING STRUCTURES, DETENTION BASINS AND WATER QUALITY GRASSED ESTABLISHED HOMEOWNER'S ASSOCIATION. SWALES (WITH CRUSHED STONE BOTTOMS). THE HOMEOWNER'S ASSOCIATION SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND ALL STORMWATER CONTROLS: INCLUDING: DRAINAGE SYSTEM OPERATION AND MAINTENANCE PLAN: A HOMEOWNER'S ASSOCIATION SHALL MAINTAIN ALL DRAINAGE STRUCTURES INCLUDING CATCH BASINS, DRAIN MANHOLES, LEACHING BASINS AND CULTEC UNDERGROUND STORAGE SYSTEMS BY INSPECTING THEM 4 TIMES PER YEAR AND REMOVING (CLEANING OUT WITH A VACUUM TRUCK) SILT/DEBRIS A MINIMUM OF TWO (A) QUARTERLY PAVEMENT SWEEPING (AT THE END OF EACH SEASON), FINISHED GRADE TIMES PER YEAR (IN EARLY SPRING AND LATE FALL), (B) QUARTERLY TRASH REMOVAL FROM THE PREMISES, i11 22„ MORTAR CAP ELECTRICAL SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY, 170 MEDFORD STREET, MALDEN, MA I 02148-7384, CONTACT: DAN CAMERON (781) 388-5367. (C) SEMI-ANNUAL CLEANING OF CATCH BASINS, LEACHING BASINS AND DRAIN MANHOLES PROPERLY DISPOSING SILT, SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR 3-5 COURSES WITH A VACUUM TRUCK (TO OCCUR LATE FALL AND EARLY SPRING), MORTARED BRICKS TELEPHONE SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC, 459 MAIN STREET, SAUGUS, MA 01902, CONTACT: DING IMBERGAMO 8' 24� NOTES: (617) 381-6403. (D) MONTHLY MOWING OF THE GRASSED SWALES (WATER QUALITY SWALES), AND TWO DETENTION BASINS. w z z OPENING 1. FRAME AND GRATE TO w11�o - (SQUARE) BE LE BARON LF246 W F (THREE FLANGE) FIRE ALARM: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. a U 2. CATCH BASIN HOOD TO N r 5" MIN. I BE LE BARON L202 FOR 12" AND 15" DIA. PIPE. ROAD PAVEMENT 3. SET FRAME IN FULL BED ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. 48"f 1" DIA. OF MORTAR. BRICKS N .I: (3-5 COURSES) MAY BE THE PROPOSED PAVEMENT CROSS SEC11ON FOR THE ROAD SHALL CONSIST OF 1.5-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 2.5-INCHES (MINIMUM) zo - .I.' USED FOR GRADE Cn F STEEL ADJUSTMENTS. BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C. NO STONES OVER 2-INCHES DIAMETER w I C 4. MORTAR ALL JOINTS COMPACTED IN TWO LIFTS MINIMUM TO 95� ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. V - _°I `' ( ,AR 5. PROVIDE "V" OPENINGS CURBING & EDGING FINISHED GRADE M ---- FOR PIPES WITH 2 HEAVY DUTY FRAME AND COVER HAVING �Lj MINIMUM INSIDE CLEARANCE OF 24" � ¢ HOOD DRAIN CLEARANCE OUTSIDE '�\r 1, I \ " " & > Ia 1" CLEAR PIPE OF PIPE. THE CURBING SHALL BE SLOPED GRANITE EDGING (SGE) AS SPECIFIED ON THESE PLANS. ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY (HIGHLAND AVENUE) SHALL BE VERTICAL _ Y;, .77\ MINIMUM LE BARON LT 105 TO BE LETTERED SEWER 6. PROVIDE MIN. 0.12 SQ. GRANITE CURBING (VGC) AND MATCH THE SIZE OF THE EXISTING CURBING AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT. REQUIREMENTS. WHEN MATCHING THE NEW s --- IN. STEEL PER FOOT CURBING TO THE EXISTING CURBING, THE JOINT SHALL BE FLUSH (AND ON LINE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS 24"DIAMETER �, 1� Z (VERTICAL) AND PLACE REQUIRED. �'+. o PER AASHTO M199. � CASTING TO BE SET ON AND COVERED �' N 7. CONSTRUCTION MATERIAL SIDEWALKS AND HANDRAILS x d\ '; WITH FULL BED OF MORTAR b 5' MIN. FOR STRUCTURE TO --- THE PROPOSED PAVEMENT CROSS SECTION FOR THE SIDEWALK SHALL CONSIST OF 1.0-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 1.5-INCHES I STEEL \ CONSIST OF CONC. BLOCK RE-BAR - ADJUST GRADE WITH COURSES OF SET IN MORTAR OR PRECAST (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES SEWER MAIN i (�) .I. BRICK AND MORTAR (3 COURSES MIN., 1 CONC. WITH A 28 DAY DIAMETER COMPACTED IN TWO LIFTS MINIMUM TO 95� ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. PVC COUPLING A I : \• 5 COURSES MAX.) COMPRESSIVE STRENGTH MIN. SLOPE a 1/4" PER FT. •1 , OF 4000 PSI. MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. ^, BITUMINOUS WATERPROOFING COMPOUND (TYP.) 8. INSTALL 8-FOOT LONG N • I TWO COATS OF BITUPLASTTC NO. 28 5" MIN o VGC GRANITE THROATSTONE •I' h \;'. MANUFACTURED BY THE KOPPERS CO. AND _ - � ,."".,.,­ ,0._."P,._- ; - 11 AT EACH CATCH BASIN VN1H HANDICAP RAMPS SHALL BE INSTALLED (AT HIGHLAND AVENUE) PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS. HANDICAP RAMPS SHALL BEA 6" PVC SERVICE PIPE (SEWER LATERAL) \ APPLIED IN ACCORDANCE WITH THEIR s " 4 , , , " - TRANSITION PIECES SI SGE. MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 8% WITH HANDRAILS (OR 5% WITHOUT HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN INSTRUCTIONS 11_ _ _ _� III_- 111 CONSTRUCTING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE 6" 45' PVC BEND (ROTATE AS REQUIRED) I- -� I I-III- I -I -I -III-I CONTRACTOR TO REPAIR OR REINSTALL. Ul .'J REINFORCING SUFFICIENT TO WITHSTAND 3/4" CRUSHED STONE, 6" MIN. DEPTH, RIP RAP PVC WYE BRANCH WITH 6" LEG of °� 5"MIN I H-20 LOADING SUBBASE MDPW M2.01.2 FIRM STABLE RIP RAP SHALL BE USED FOR SLOPES THAT EXCEED 2:1 (H:V). RIP RAP SHALL BE PER MHD M2.02.2 (DUMPED RIP RAP). STONES SHALL NOT WEIGH MORE THAN 400-LBS EACH. RIP > I STEPS '1 PER GEOTECHNICAL ENGINEER SPECIFICATIONS RAP SHALL BE PLACED ON A 6-INCH CRUSHED STONE BED (MBD M2.01.4) ON TOP OF MIRAFl FABRIC (140N OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL. PVC COUPLING �. SEE NOTES-,`t MANHOLE TO CONFORM TO ASTM SPEC. C-478 NOTE: SEE NOTE ON SHEET 3 OF 10 FOR AREA DRAINS (INSIDE DRIVEWAYS) PLAN - - - - (4000 PSI MIN. COMPRESSIVE STRENGTH) STRUCTURAL FILL UNDER BUILDINGS AND/OR WALL FOUNDATIONS SEWER MAIN 0-RING RUBBER GASKET JOINT (TYP.) - STRUCTURAL FILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY •I o1 ' CONFORMING TO ASTM SPEC C-44 PRE - CAST DEEP -SUMP FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. NOTES: � 5"MIN .r BUTYLE RESIN 1. GRADIENT FOR SERVICE CONNECTION x 5"MIN CATCH BASIN DETAIL o TO BE TOP OF MAIN AT BEND. ry THE CONTRACTOR SHALL INSTALL (PER ARCHITECT'S SPECIFICATIONS) AN EXCELLENT UNDERDRAIN SYSTEM (AND FOUNDATION DRAIN SYSTEM) SO THAT THE GARAGE FLOOR/BASEMENT IS NOT 2. SERVICE CONNECTION TRENCH SHALL � I I DAMP AT ANY TIME. • a I' I; COMPLY IN ALL WAYS TO THE GENERAL A, m . RUBBER BOOT CONFORMING TO ASTM Not To Scale : SPECIFICATIONS AND TYPICAL TRENCH 1 CL STRUCTURAL FILL (SUB-BASE) UNDER PAVEMENT SECTIONS FOR SEWER MAINS. K :1 ' TABLE 2% 1 ' SPEC. C-443 PROVIDING WATERTIGHT SEAL v A SUITABLE SUB-BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12-INCH GRAVEL ROAD BASE. THIS SUB-BASE MATERIAL SHALL BE MHD M2.01.7 (DENSE GRADED CRUSHED STONE FOR ¢ r SHAPED CONCRETE INVERT 11.1 SUB-BASE) AND COMPACTED IN 6-INCH LIFTS TO 95%. PRIOR TO INSTALLATION OF THIS STRUCTURAL FILL UNDER THE ROAD, ALL UNSUITABLE MATERIAL SHALL BE REMOVED, AND A 6" 45' PVC BEND `" z 77 ,, '" GEOTEXTILE FABRIC SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. FINAL SPECIFICATIONS BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO 6" PVC COUPLING 2 'CONCRETE, 0 RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD. I ' ' 6" PVC SERVICE PIPE I 1I . N STRUCTURAL FILL FOR SIDES OF STORMWATER DETENTION BASINS ONE WYE (SEWER LATERAL)' - _ -`' - - -'- V BRANCH , STRUCTURAL FILL FOR THE SIDES OF THE STORMWATER DETENTION BASINS SHALL BE SPECIFIED BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO WITH 6" _ _ "=,,�.-,""-'�7.t_ " I I . . RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION OF THE DETENTION BASINS. LEG °- CRUSHED Sl`ONE BEDDING ° I - III� ._. ._-- -,..__.___ _. - o o v o SEE SEWER TRENCH D - I - - = CRUSHED STONE _ CRUSHED STONE USED FOR BEDDING UN5ER STRUCTURES SHALL 9E MHS M2.01.2. >_ '_ -1 1 1-1 1 1-1 I _I I I 1 I� " " - - z SEWER 8 MIN. DEPTH, 3/4 CRUSHED STONE TEAM• UNDISTURBED MATERIAL FIRM STABLE • ,� - SUBBASE MHD M2.01.2 U) STONE FOR PIPE ENDS MAIN (NOTE: LEDGE IS LIKELY) PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY - � : PER GEOTECHNICAL ENGINEER SPECIFICATIONS > STONE FOR PIPE ENDS SHALL BE 5-FEET x 5-FEET LOCATED AT THE OUTFALL FOR EACH HEADWALL. STONE FOR PIPE ENDS SHALL BE MHD M2.02.3. STONE FOR PIPE ENDS SHALL BE P - CHIMNEY INVERT OWNER/DEVELOPER: m PLACED ON A 6-INCH CRUSHED STONE BED (MHD M2.01.4) ON TOP OF MIRAFl FABRIC (14ON OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED GROUND. -1 (ELEV.SHOWN ON PLAN) PAUL FERRAGAMO OF M D S.INV (FOR SEWER LATERAL) NOTES: 419 HIGHLAND AVENUE, SALEM, MA 01970 P��N gss9� (ELEV.SHOWN ON PLAN) (978) 977-9801 <' o RETAINING WALLS 1. USE 48M INSIDE DIAMETER MANHOLE FOR PIPES 24" OR LESS, " .� PSCOTTIA A ROW CZ tiN N ALL RETAINING WALLS (MOSTLY CONSTRUCTED OF IN-SITU BLASTED LEDGE) SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL USE 60 INSIDE DIAMETER MANHOLE FOR PIPES GREATER THAN 24 m 4 ENGINEER) TO MEET ALL LOCAL AND STATE BUILDING CODES. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF WALLS ONLY. PLDE DOES NOT CERTIFY WALLS OR FOUNDATIONS, THEREFORE PROFILE 2.STEPS; STEEL REINFORCED COPOLYMER ATTORNEY: No.33CIV'656 POLYPROPYLENE PER ASTM, LE BARON NO. GEORGE ATIONS A 9� o ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS (MATERIALS, CONSTRUCTION, FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL PROFILES, DESIGN SPECIFICATIONS AND G P 0 L115 OR EQUAL. RONAN, SEGAL, HARRINGTON 9oF /STS , CROSS-SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR BUILDING SEWER LATERAL- 59 FEDERAL STREET, SALEM, MA 01970 rdA�E -( PRIOR TO CONSTRUCTION. 3.TABLE AT 2/3 PIPE DIAMETER. (978) 744-0350 X107 '� A THE TOP OF EACH RETAINING WALL SHALL BE AT LEAST 6" HIGHER THAN THE ADJACENT FINISHED GRADE ON EITHER SIDE OF THE WALL (AND THEREFORE WILL ACT AS A CURB FOR CONNECTION DETAIL PRE- CAST SEWER MANHOLE DETAIL ARCHITECT: N0. DATE DESCRIPTION T STORMWATER CONTROL). PROTECTIVE FENCING (PER BUILDING CODES) SHALL BE INSTALLED (ON UP-GRADIENT SIDE OF WALL OR ON TOP OF WALL) FOR ALL WALLS HIGHER THAN 4-FEET HARRY GUNDERSEN > UNLESS SPECIFICALLY WAIVED BY THE CITY BUILDING INSPECTOR. Not To Scale Not To Scale GUNDERSEN ASSOCIATES WATER QUALITY GRASSED SWALES & INFILTRATION BASINS FOR STORMWATER MANAGEMENT (9 CENTRAL STREET, SALEM, MA 01970 Z (978) 744-1000 SITE CONTRACTOR SHALL GRADE THESE AREAS (SHOWN ON THESE PLANS) TO TEMPORARILY CONTAIN RUNOFF WATER (SHAPED AS A SHALLOW BOWL AND/OR SWALE). THE INFILTRATION DEFINITIVE � - (DETENTION) BASIN BOTTOMS SHALL HAVE 4-INCHES OF LOAM ON TOP OF 2-INCHES DEEP PEASTONE LAID ON TOP OF A 12-INCH DEEP BED OF CRUSHED STONE (2-INCH DIAMETER CLEAN SITE ENGINEER: 0 CRUSHED STONE, NOTHING SMALLER, NOT 2-MINUS, NO ORGANICS). THE BOTTOM AREA (SHOWN STIPPLED ON THESE PLANS) SHALL BE HYDROSEEDED (WITH NO SHRUBS OR TREES PLANTED SCOTT PATROWICZ, P.E. =' WITHIN THE STIPPLED AREA). PLANTING OF SHRUBS AND TREES CAN OCCUR (IF REQUIRED) AROUND THE EDGES OF THESE INFILTRATION BASINS (OUTSIDE OF THE STIPPLED AREAS). PATROWICZ LAND DEVELOPMENT ENGINEERING p 14 BROWN STREET, SALEM, MA 01970 Q (978) 838-6400 S U B 'Rmj'% I 'V' ff I S I 0 N 0 w FIELD SURVEYOR: SITE PLAN NOTES & DETAILS L GAIL SMITH, R.L.S. NORTH SHORE SURVEY CORPORATION 19 14 BROWN STREET, SALEM, MA 01970 for CU (978) 744-4800 11 RESIDENTIAL LOTS V TRAFFIC ENGINEER: GILES HAMM, P.E. w VANASSE & ASSOCIATES, INC. for a Site at 10 NEW ENGLAND BUSINESS CENTER DR. O SUITE 314 W ANDOVER, MA 01810-1088 #405- 427 Highland Ave. Z (978) 474-8800 g Salem, Massachusetts APPROVAL UNDER SUBDIVISION CONTROL LAW REQUIRED: Date: April 20, 2011 PLDE#99-34 Scale: NTS Sheet 7 of 8 ? SALEM PLANNING BOARD � - Land Owner: Paul Ferragamo 419 Highland Avenue, Salem, MA 01970 d PATROWICZ W LAND DEVELOPMENT ENGINEERING 8 V 14 Brown Street, Salem, MA 01970 (978) 836-6400 In C, a., NORTH SHORE SURVEY CORPORATION °' 14 Brown Street, Salem, MA 01970 10 DATE: r- (978) 744-4800 L c a� E 5D 0 I - I i 1 I / \ - \ / � \ \ CLE \ \ \ - - _ - _ - - / \\ BARNES CIRCLE - 7 \\ \\ \ / # I r RICHARD BINGHAM, JR. l \ \ ^LARK STREET \ \ \ \ - / I I I \ MAP 3, LOT 88 v �+ \ \ \. - / I I \ L,C. 69151/348 JORGE DELVALLE \ \\ - / HousE MAP 3, LOT 79 �. '\ \ _ / I I #12 I I \ \ / BARNES CIRCLE I - / I I \ 1 Q1' W / \ \ I = / \ DE°D $ X61' �Z BL_ OWUP � \ \\\ \ / / BOUR UE NOMINEE I HousE I \ no 9s 03 NOT TO SCALE - \ 14 I o - � \ 24.00 / - I REALTY TRUST # no.e4 � 0'\2, W� \ \ MAP 3, LOT 93 I I L,C. 66214/318 I (RON ; - � \. TBM 5 I I BARNES CIRCLE \ IRON PIPE •4 - W � \ 1-- \ >6 20 �W - \ TOBIA DELULiS # I I o / � \ I MAP 3, LOT 92 BARNES CIRCLE 1 #'8 1 BARNES CIRCLE \ 170 75 � � \ \ I L.C. 33202/144 \ \ \ I DAMATO REALTY TRUST BARNES CIRCLE SILVIA WAYaE � / \ , \\ \ PANFILO DAMATO I MAP 3, LOT 89 I MAP 3, LOT 91 I JOSEPH BOUBREAU, Jl? I \ .170.25 // \ \\ \\ 123.110 I I L.C. 33 MAP 3, LOT 90 L.C, 13355/238 045 \ #5 \ \ \ I 32714/3 \ x,1129/ � \ I I L.C, 69605/325 � / I I HOUSE \- •,6 e� ,169.3, \ CLARK STREET \ \\\ `\0 \ 6' / \ .149.05 HENRY RUTKOWSKI \ # _ I \ \ x142.99 \ - - _ I I I ' DECK 70,06 no.o9 \ / \ \ \ \ \ MAP 3, LOT 78 - \ \' \ -�� - I TBM 8 \ `7c"a / � I 1\•1pe.]o\ \ \ � \\ \ \ \ � .C. 57514 265 - � pv \ \� i2J • \ CLARK STREET _ I e � - �_ - _ I Z ,1€9.90 \ \ \ \ le a 0, \ \ v \ 1 v v � v v v v ` �' � ANEW I � ROBERT RIDGE I <SET) I I ,6794 166.5 v� \ V A N V � � s w \ - _ RON ROD o ' 6998 ` \\` u » a sasz �\ }x110 t - - _ S40 i 6 „ 1 \ \ \\ \ \�\ \ ` \ '\ \ ; \ A v 6.56 1 azo +'239\� L.C. 10261/177 4� MAP 3, LOT 124 1sa.59 tsz:. 20 w t 4x16 9.61 I1 / �F O,p \\ \ \ \ \\ \ \ \\ \ O \• - / 12s.9s �� \ \ \ I I sr 50.pp9 \ \ x,69.a.` ` ,170.18 \ - T-%-P \ \ \ \\`\\ \ \ \\ j \ � i \ \ - / �,� � \ 1 ONE FsTAINING w \ �167.ts 59,17 �i F \ \ t7 ► \ \ y W/ Cf'is IN WALL -` v A \ 24"TREE I� 15 CHERRY 2C0 v v v v ' � �' 1T, \ v,+ \ - r% \ PAVED DRIVEWAY I 1 \ \ \ \ 244,o \ / .5 r \ \ LINK F \ \ - \ ,169.27 / s tr \ \ \ \ C 124.12 \ \ ENCE 763 \ \ \ ,168.65 \\\ /i,9/� 86.1 ��Q \ \ \ \ \ +,51.39 57.87 \ •170.55 \ r r/" ( '1' 5;M�t,+N \ \ \ \ \ \ \ \ _ 'OZ \ \ `\ `\ ` ` \ .169.7\ /'/ / x188.51 16797 ��> \ \ \\ \ \\ \ \\ \\ \ \ \ ,24.03 '\ \ \ / 20"CHERRY' ,sz.ee 15p \ - \ ' ,51122 \ \aa4.9 \ 1 I ` ' \-- 547 56.65 ,169.19 \89.39 - \ TBM#11 ),57.02 -. 151-- g1s2.42 - i t5.97 _ 3 1119.,5 I \ _ _ ,58.98 158.67 r \ \ \`\ 90 / 11 / kIS �6 `\ `\ \ _ 52.66 _ y.: 4 \ =184.8 \ \ \ \ \ ! 1/ [RD`N PI ` 145.611 \) `\ I (Dts0.za 4 MAPLC --- 14"M LE -_ ��\ 12'MAP�E r I \ \ \ \ \ \ -- \ / % ` CLARK STREET - - '6592 19 \ \ \v1 }.7� I _ --'--- �% x 67.96 1� ` \ JEFFREY BACHMANN \ 62 x- _ �� *twist 747 BOULDER B \ 159,6, \ 1 1 \ \ \- - \ x1114.65 / 1 \ \ _a I 15].45 _ 4 1 ,50.56 BOULDER ' u ` I ` \ ' (FWD)\ 6- .151.34 3 1s,s3 7ss 12 MAP � 156 ltezo7 f� 54x0} 4 \ \ \SEt\ \ \ \ \ _" I 4 MAPLE 150- \ ,Iso 711 - - \ \ _ \ 0 / u 3 \ \ 1 1; .,50.74 / 55_ S40 1 g 20 as \\` �u70 s i 3 BI�oWUPt13 �`C�° MAP 3, LOT 77 \ . 2 \ \ 123.24 / \ \`\ S- 153.20 \1 O 7s 1\ \\ \ •1117.74 \\ d \\ 169,50 0 `\ `\ \\ \ \\ \ `\ \\ P \ \ 123.71 / \ 0" BO DEIN 1 � \ \ '- -+711277 \\ 41156 \ x169,72 \ 0 x15y32 \ \ \ \ \ \ Q �\ \ aq \� - / se oo \ \ \ \ L.C. 63953 298 / BOULDER „49,6 -___..___ .151.07 \2 ERRY 54 , \ - - - \ \12"MAPLE \ / ` 148.]8 - ,152.2, 1 24"TREE-- - \\ \ - \ \\ \ \ NN \ \ \ \ \ \ / 132.77 IRON ROD +12 67 A�\ - �' - 1150.0,L - x149,76 _ 49 \ \ 3 \ 155,29 1591B�_ \ % \ i/ \ ` \ �\ _ '-- O _ 1 748.56 \ \+150.57 \ \ \\ � • \\ \ x188.88 / 167.40 \ \ \ \ \\ \\ \\ \ \\ \ \\ \ \\ \ \_ `0.\@\ \\\ \ <SET) 123.68 . n \ �� ¢ \ x 149. 1, 'TR EE \\ \ 64. � / \ / er�.o \ \ \ \ \ 0 \ ` \ ` \ \ � \ 3 24"TREE 150.71- 7 -- \\ \ \\ \ \ 158.93 \ ,I\ -- _ rs1V2\\\ 67 \� \ \ \ \•,57.11., \ \ \ \ \\ I I - \ - - - 52'�s2s7 :157.13 1 ` 6 _ - � xtsa.6z \ \ \ \ \\ - \\ \\ \ \\ \ \ \ \ \ \\� ' / - z Lf{9.zs _ BOU Dua.ta \ - ,150.49 - ` \ \ \ �136.id\ \ \\ '`\ `\ \` \ \\ 'I" - 347 \\ ` \\ \\ \ \ ,32\'27 � \ \ \ \\� \13LB72.9'' " � � \ J'� 1 O - - _ ` 1 - 1 154.41 \\ \\ �0�<0 zo--� \ \ \ \ \ __ ,. ,�`! 14"OAK ' // I a \\\ \ \\ \\ \\ ` \ ;1 \ \ \ \ \ 1 \ \\ fib\ \ 1► \ (n x148.72 /148- �- •� - � - 51- R 16.OB\ \ 188.70 / \ `' \ - / k \ \ 5097 \ \ / 7 ,J '125.9 v\ I 148.34 - - •149.50 -- \\ 27 \ \ \ \ S\ \ \ \ \ \ \ \`'_ - - _-_ •184.71/ \ .9 \ \\\ \ „}}.OB 0 26.72., 1 4.89 2 "MAPLE 2Q'LOCUST .14asa- x24954 7 \ \\ \ \\ \\ \ \ \ \ \ \ -.0732 \ \ \\ _ 68.96 e 9 / I \ \ `\ \ \\ is 3sx\« \d \ \ \ d + 6 2 \ 5 \ \ _ \ /20"OAK ` \ \ \ ss.D9`•�I+Yk t �' \ \ \ \\\\ 6� 1 O 9 II II `\ \ \ I ��� x1{9.78 x149.24 0 \ 1 157.2 8.14 ,6130 -, +, i 1 ,112 ` + , , \ £'Vh'. _.-__._-.__ +,47.87 _---- \ \\ \\ \\ \ \\ \ +155.83 \\ \\ 15 \\ \ \ \\ \\ \\ \\ \\ \\ ` 6a 7 I 1 \y \\ \ 4 I+ «`l' I ` I 1 1 \ `\ \ \ 79.x4 0• ( 1 > •\ \ x149.23 \ ` \ \ \ 16{.95 _ \ *+4`+ I+ 1+ 1« I I 1 6B .�(1�1 \ 14).89 \`__-- _ -- ----------- _ x501\ \ . 1 \ \ \ \ \ I \ \ 68.85 23CHERRY ,64.95 I \ \ I 4+t +,49.82 \+ ` \ \ \ \136.971 ` \ \ \ ' x az6e' lg \ \ \ \\ \ \ \ \ \ } \ I+` x,47.42 ' _ 9 \ \\ \ \ \ \ \ \ \ \ \x162.11 \ 1 168.87 x168.231 /` \ 4+`,I`r` + +I. \ \ \ \ \ 27.17 { \ t2 69 L 12].50 147,27 +147.44 .147.31 +146.15 -- .T47�l1-- \ \ I HOLE ,s}.117 3 I _ - _ \ \ I \ I \ • , // I I 161.24 + I r,1 ]. ' \ \ I I \ P'\ \ - - - -�\- _ \5„T \ \ \\ \ `\ \ \\ \ \ \\ I \ t, \ a •'69 51 SET> 449.03 x168.50 7 / /I \ TBM#7 +` , 1 \\ 246.11 45.97 1 - +24250 -1R8 \\ \ \ `\\•132.34\ \\ \ \\ \ \ \ \ `\ II +AI++ :.\ 16'1 / x,8.28 7 ' I`+'I+'JI` zs7 .647 g +,4272 \ \ \ \\ ` \ \ \\ 1\ 11 i i t �\ � p3 , - •\ L,z ,z \ .➢1 6"HIGH 146.73 ' 7 \ .78 RET.WAL a 112 x14782 \ ` \ F \ +169011 4411\.,` \ \ ` \ I O y \ \ rn \ �- ,146.39 ,14728 - �_ -_- \ \ \ \ \ ,sa\g2 \ \ \ I ^O T 6F,160.48 \ \ I I ,48.25 _ .148.28\ 150. \ \ \ •158155 152.5 \ x153.87 I , I, l v166.85 +,66.65 512 / , 16.08+ + +I \' 154.90 148:@7 \ \ \ \ \ \ \ \ \ +134.81 I \7 1- \ - 46.99 -----__ ` - \ \ \ \ x 186. , 4 \, - / / ` f , \ J i t .43 CP �l� ,� / •\ \ 27"TREE\ \ \ R � \ I +I + I -� �x ' \ P \ PVC) - 4 3 5 46. 241144,!* \ \ \ \ 'S Tpc E \ \ ` \ et 23= '. , 1+ I 124"OAKI IRON 1240 \\ \I,I1. \ ` \ i asd - \ \(\ \ \^) ++j, \ , 1511 \ x37.3 I 1 Q. a �5\ \^ # 144.64 Iq \\\ \\ \\ \ 87 \ \\\\ \ \ \ \ \ \ \162.52 1.2,97 I 1 `\LED'�{E+ \\ �/ / // /'! ,' `+715319', i (SET) ` \ 145. , I \ \ \ I I I I I \ ! •,•�' \ 1 /\ 122.71 I \ .,46.87 --- 1 - \ "t \ \ \ BO LDER I /.` I+ 4,13 `s ' 2x49 24740 \ � \ \ \ \ ",6742 / ! \• \ 6 BO LDER \ 715424 \ \ ` eons „5205 +,5 (3) 0 �� p \ \ baa \ CHERRY ,145.30 4 36"CHERR z07� P \ I I I ) v v / u .'4549 _ _ ` i ( , "FHRR� i HIGHLAND AVENUE / ,44,09 +145,64 �) \ \ \ (T 4"TR \ \ \ \ \ \, + « 1 , +\ +\ +\.`89.05 I \ 45.49 45.84 v 145.84 p - \ Ab\ \ \ \ \ \ +155.75\ \ \ 85.1/ \ -- 89.40 TBM#9 166 // / N `` S i . w.94 / \ \ \ \ 27.20 / \ \ 122.3.! 147}.65 .145.59 A ` vV v\ \V A \\ v \ \\ +.. I vv �� - -1 - / r, 1 V I I Al \I I A \ V A x / \ ,45.02 \ \ \ I.` BAR-BE-OUE / / / ,ao.31 +I \ \ I I / 1 \ \22.114 SOURAN AC UISTION L.P. \ ! 4` 1 OA \ \ \ \ - _ \ 147.0, x14744\ \ \ \ \ \ \.«`,`,'I+ \ \ « 4 \ 69, QGRILL CONCRETE 16531 / / / I I I I I \ \ \ � 22911 \ \ Q I - I \ \ IV -- \ \ \ \ ,1511.27 +`L+. / + \ ( )" , / / t5a.3iI \\ W, I / ^ '145 / - - / 44x5 \\ \ x746.24\\ \ 1 \ .1s 23+1: +It+ \\ ` \, ,_ , \ 16904 - - - ` / // / // / I 1 .I3.41S I w.7t i I x159.411 I s).2a ��? \ \ \\ \\ I _ - / \ \ \ `\ 65.511 - - _ ! x667.,, I I € ` 11 MAP 3, LOT 127 /,4 \--az"\REE \ \ RET. x,47}94 !' 1 \ \ .1150.93 \ \ \ + + 3t x144.40 / / \ 1 \ / i / / / J hss.o9 7 '� / I \ ' \ �\ \ ` \\ Go 7Q\ \ ' / L.C. 68995/326 143.36 .44.97 \ \ \ \ \ \ \ 7 \ ,7 65- /' / / / / 15.BS I 6 HIGH / .144,04_ \ \\ \ \ \ \ ,6390_- \ \ 68 / +164.52 54.05 80.6 / 5021 x 49.22 I I \ 4129.09 \ / I ALL14J.90 144.2 +,44.54 +-44.7. _ ,T42.88 4 --\ \\ ` \ \ ``\ \\ \+140�1`a - \ !, /' // /' / /! / i •\,j% \\ \ `\ ,22.osxrY __-- - RET,W +,24.96 -14 \ \ \ \ \ I' \ s I 1 I I I I / `\ `\ \ \ \ \ ;I --�.\ 143.83 � ,144.20 +143.85 ---s I" - \ \\ \\ \ \ \ 1 \ \ \ \ \ \\ \ , \,�,`I+++I+ \\\ \ \! \ � - / - /! /! Y/ / ' (s�p11 I / I t � ( \ +4745.107 I /`\ \\ \ \ \ \\ \ Ty \ \ i*� 4 0 I 1, .187A7 ' 052 9 5 \\ X \ # 1 /' \ \ \ + 1 -- 6 - _ -- / 1 5050 \ \ / 144.06 \\ \ \\ \ \ I I 1.15251 \ ,�".79 `\ r \+ +,\ \ \ IS\ ` / !- / / / ! / ! Z49P,K I \ \ \ I 1}5.73\7 % \ \\ \ \ \ \ \!� x122166 \\ t *� p \ 164A6 / / \ \ 't \\ -.144.5 7 \ \ \x 116.0 I \ \ \ \ 37.564 a\+\++'+I+, - x18].27 \�84.;5 ! \ 165.5 / -16413 7 ! ! ! ' ! 150.99 \ 3 ` \ \ �� I 5"APPLE _ 43.12 ~ \ \ \ \ \ \ A ' ,\ - 63 - 164 / / ! �„ I 0.27 �2�,�'G\l1E\RfZ\Y I S\/ `\ \ \ \\ \ 122.14 1 _.� 142.1] `�� - \ 146.19 \ / / / 1341185 1{�.1 \ 122.08 '" ) 144.80 1 \ I \ \ \ \+ % \- _ 1� / ,3a.eJ x 1 s3 x16 1 ! ! / 1 PI E Q \ HIGLAND AVENUE $i --\ __ - 3 -__ \ a. ,r+ \ �; \ \ .,32.45 �, \ \ 2, I `9aR7•`�- x142.35 \ \ , 1 \ x39.30 l / \ \ \ •\ '\ 122.58 •142.{3 - \ \ `\ \\ \ I \ ` \ \ +\ '\ \ _ J� J / / / 12.15 150.45 1 3� ! I ,) \ \ \ SAMUEL CRUZ I .142.06 x142.114 -W I - - \ \ \ \ + \ , r C \ -__ \\\ >t \ -tt66.oe _ / '/' - / w.,o / / / / I E. \ \ \ MAP 3 LOT 72 r X14 w { 43.37 BOxLDER,' .,azis ---�uzo2 -------_1q \\\ \ \\ \\ x1 9.71 \\ \\ 15 TRE1 Sa155.41.+�\+ +�+ \+d\\\`\\ \`(2)17"0?i.2s- 1631\\ \ \ 65.90 / / i / !// / (2)16 OAK !// l.xs7o7 //// /,53.94 ` 53'92.2 so.}ol/ t "CHER YII II II\ \ \` \\ \\ /J /� \ \ \\\ \\ \\ \\\ +� \. \'\ \ W Q 14300 =142.25_ 2-- \ \ \ \ \ \ \ I, \ \\ - ! / I \ \ \+ \ / 3)3Q"OAK / \ \ l ( 1+,62.83 O I I \ \ 813 \ \ \ \ 1 \• \ \ ��+n9.60 (A ti O _-_ _, x`142.91 \ \ \ I `.`+ --\ \ +184.72 764.02/ / / / / 151.76 144.85 1 1 I 1 �' \ \ \ \ \ / \ \ \\ \ \ \ \ \ \ , \ \ \ _^\ 154.05 150.59'43 qI!�1 I �/ \ \ 1 ! \ L.C. 54577 251 I 40 a o C \ i ++\.,s�.J 1162.90 \ \\ 62.61 / r \ «�. ,141.42 \xlaz.o8 \ \ \ \ \\ \\ \ \\x15,,\, \\ `\, 'I + . 1 / �r.�,/ / - \ \ _ \ _--- ! _, 5)9'CHERRY / LEDGE / / - 1 \ \ \ I . l .,aa 36 4 .1,226, - \ \ _ +I, \ 180.25\ \ \\ \ ,,65.46 � ! - x1a,.sD k��( ! ! / / /' / / / \ \ 1 1 \ 1 I \ / \ .131:S +i2 17 w O M .141.07 - \ \ I \ + \ `162- \ \ __ / /' �i - ...162' / , / 2 x0 / / !�- / N06 1s e1 / \\\ 1 , I I I `)d \ \\\ \ \ \ \ \\ \.�' `.. 122.112 \.\g I \ I �. - I 0 _----- \\\ \\ x14\45\ 3\�30�TREf\ \\ \ \ \ \\5„ AKI I \\\ \ 24 AK \\\ `\\ ` - -''/ //--- /!// _/ (3) I ! sa , <FE \ / .,a \.ttas� I "• \ \ \2)B03 DERE\ \\ 9651 H ` y 21,96 12203" ,ztsa 1 \\ \ y //��T� /}�/ T/* �w =14,.49 -.,._ _ ___ 41\ O \ \ 1 3,15 \ \ __ - -- 161 /r' ;�158.2' / I / 10 +149.58 / P I t , \ - I VII �HlrL ilii Ni,/.:,�AYENV� ,>. v.l BO+LDER - - 140.88 .140,81' 1 `\\_ `\ `\ \\ \ \\ \ \\ \ `\ `\ 0 \ \\ •1 6\ \\\ \\\ 40-' 161-` `\ `,4183.05 =164,57 r .16i7�/ /-- _ X160 // // �...i54,9'. / /I GH P,\N 151,20 ^��J 1 �4,7] 1 /�9./ \ \\ \\\ \\ �O ` + +\ \, 6\ \ 140.52 ,25 0142.22 \ \ i / ��K \ 2.79 - / CHRISTOPHER LA\ll.' x14162 - 16" AR _ ( L� # `✓ 0 / \ - `\ `\ \\ \ \\ \\ \\+1 \� \ 150,02\ `\ \\l6"O ERk \\ \\ `\\ \ \ - 6 \\\\ \`\\ 163.04 .'167.82/ / _ 160,57 / / / / \ 15 59.25 -2O"OAK-- / 154.96 G \P1 \, / 148.48.19 748.32 2 / \ 137.47 \ `\ \\\ C + � \ ,S TBM 41 +141.65\ \ \ \ \ \ - - / X58.85 - 151,55 +151.4} \ / 1 \ 4 O'C dI 0 MAP 3, LOT 73 BOER xlaost +7ws7 \\ \ \ \ \ \ \ \ 0� _ '� GP. 355.32= �` N / \\ �, \ � \ \` \ n -- 15 92 `\ \ i 160.22 -'160.16 / / _ ,50.44 149.97 /� 1148 141.41 �' .140.37 \ .141.27 \ \ \ \ 158.26 \ -- � y591a i p\N x,sl.zo \ .,4.117 40.59 790 `\ \ \ \ 249.75 \ \ \ \ \ \ \ \ \" - _ '� 15$ _ / RL( B M#6 39 a (3)tl 2 CHERRY\ \\ v .N.88A V A V A \ \/ w.1s - - - -140_ `\ \t \ \ \ \ \ \\ \- --`15 \ `\ -- - / -- -__ 51 /iso. z tsz,2152.b6 osI ry" e \ \ \ \ 17\07 \\ \ (SET)ROD \'\\ - 7 7r 1443- 3.. ,sz +140.,2 �- \ \ \ \ \ \ \ \ \ \ \ \ \\ 9 \ \ - _ - // / 1 / \ / \ 1 \ 1 \ \ \ Q 4.50 \ \ \ \ \ \ \ \ -'.-+ -+ ♦ + . i x 160.3,Y - ,151.27y' -7 \ ,�.tse \ w.58 37 ,tals3 / - - \ \ \ \ \ \ - \ 24"CW RY �1s772-- 156 _ PAVLD PARKING AREA 4 \ 1 \ \ \ +139.74 "\40.00 \\ \ \ \ \ \ \ \ \ ` \ `\ `\ \ ` \ \ 160,36 ♦'+`+++++ 160.02 / x158.1 �� /154,6+ ,52.32 / / * 49.50 / 1 I 1 x242.33 \ 7, , (6)3m CH RY \ \ \ \ \ \ 50.83 55.70 _ --- \ 49.34 \ / I 14"CHERRY 9 96 / \ \ \ \ \_ \ x15751 1 \ / _�----_ isa.al , .os / \ \ \ \ \ \ \ x 145.44 1 \ \ 'c \ $e_ 180.119 ..160.96 , +--s-�T T"- -� . / i 1}971 / \•/ \ \ \x143.1 \ \ \ \ ` \ \ \ \ 1 1.-i . /' .Y /' 155 /7' 52.4 2.46 �1 149.30! '748.16 \ \+138.8 \ h III'' '\ \ ,40.74 x,40.74 .139.18 ` \ \ \ \ - \ .++ ++ -( J VAK 150.51 49.9, / 1 \ \ :,��. \ 78x8, '}9.81 140.03 +139.40 \ \ \ \ \ \ \ \ - ++ / / 147.69 ,144.07 4 I I \ h 211 141.5 / \ ` \ \ \ \ +t�S775 \.•r - �!': 152.21 / I \ I I I / ,4,.20 / / - "-``- _/----- +139.24 \ \ \ \ \ +152.73 \ \ - \-/5j --- + + `- TS4:0'F- / /I 149.34 x A� I \ \ ( I 1 \ ,I •\ .,39.50 \ \ \ \ \ \ \ \ ' \' -I / // 454.24 / ~ \ ! \ 1_ \ �9 / \ \ \ \ \ \ \ \ - / .,.�- \x\N 154x37 \ / \ +r,l \ \ \ \ \ \ \ \� + I \ \ +\1]7.96 122.64 �I \ +�+' + - 156.50 /, [['� ,/ ,47.51 +,g7.a7 14t.9'� \ 1 I ` \ 141.48 x 140.88 - _ 140.95 \ \ \ \ \ - _- « + -_ _, ,- \1v /' 148.86 \ / / 139 \ \ \ \ \ - ` -_-- /' _ 52.47 NP C x 50.45 148.15 \!A \ \ \ .116.211 \ \ / 12"MAPLE \ \ ` \ \ ` \ \ \ \ ` \ - t5 - `; `15955 1511.762^ I J I. C��Nx/ 50.24 \ /' 44.05 f \ \ \ \ \ \ 1 1+.I I \ \ I / / +,39.116 39.06 x,76.17 .147.s \ BO LDER \ \ \ 6 _- ' F, I � \ \ \ +1`b ,I r y I / \ \ \ \ \ 147. 4 \ \ \ -\15734-- _- - -- _ �.'fS7.00 '11 �= - - ----_- 50.71 1M.{9 / 146.811 / \ \ \ \ \ \ \ Sd/X 1718 \ - 13784 138 / � + � +138,76 \\- \ \ \ \ \ \ \ \ .\ 7\ \ \ \\ \ \ \II,`07 -.- --\\ R756.2B - / i 156.78 / I I'; II ]711 R• ) I // / / \ \ \ \ \ \ \ . I+ + 1 \ \ D 0 i 247 \ \ RIX=122.28 I 141 \ \ \ \ \ \ \ - \-- -- ----- --.----_ / I 1 _ - 155.85+ I' " 50.56 150.892 1 148.19 / \ 7 \ \ \ \ 7+ I` \ / \ 12x28 INV'i'nF114.20 - .138.08 x178.49 +178,28 \ \ \ \ \ \ \ \ \ \ \ 15 -- (2) 4"GAK__. / r A \ \ \ \\ \ \ \r + .I \ `-- / - __. 151.04\15 / / 7f q� I \ \ \ +155.115 \ 6,+ \ 47 1ao. / B8 - \ \ \ \ 0x26 \ `\ \ aJ - .15727- , I is / // // / \ 14ae \ \ \ \ \ T 1 I j I INVout=114.14 \ 0.9 +138 \ \ \ 5 \ 156.44 2 .150.48 / A \ + 2 87 �--1 , .' / .138.1y--- - \ I \ \ \ \ - \ -__ - '/ _ / \ 11 .77 \ \ \ \ 1+ M • ,. ' \ \ \ \ \ 36 AK - / - _/ / / / I 143. 1 1 \ 639.02 / - \\ \\ \ \ \ \ \ \\ _154 - \ \ +,56.36- _ ---/'/ - - - - 4,5,.64 !! \ �1so.19 !/ // \ / 2`MAP�E 16 OAKI \\ ` \\ cNr 1\,\` Ir\. ,� _ .157.83------ ___---- \ +15,.92 , , ! \ \ +1 r /' aoAd r 13$ .13'7.45 \ \ \ \ \ \ \ - 55.01 - / • 124.14 S / \ � 1 ` r \+1 \ / \ 1 \ \ \ \ - - x 151. / \ I 1 \ x 136.66 I \+ I !' 39.76 \ \ I \ \ \ \ \ - 154.82 ` +154,43 _ 'J _ \ \ I+` t \+ I --- \ \ --\ \ \ 1 - - - - J _ - - I/ \ 51x,2 y ! -J -ue-9- -- Ay�e, _ / \\ \ i . x137.85 /+---_ I / n 46.51 -6' \ 1 I I .154.25� '\ \ \ 1 w 14e.o� - 53�- � \ . I '\ t x138.54 /� \ \ I 1 \ \ / S7 4= 151.57 _ _ \ \ \ 1 I' z2 c�12 +�+' x179.26 / 138..5 \ \ \ +131,39 \ \ \ \ \ ` I� I•'; \ 1 \ 1J2�e7d1 �i � I \ 136.94 '� 139.49 \+ / \ \ 1 \ / / "2 / \ - _ 1 \ 1 1 1 I \ I � � +' \ 1 \ � 1 45 / \ \ GARAGE 39.71 140. �= vv ---114"TREK v v 1 V v \ v v V v 152.28 --- x154.61 - / �_ ,51,0, C A A V I I r +I`I,I , SIGN 1 j I �ut.o11 /� v v v v v - _ -/ 2 sat P� )� V 1 FFE=136.71 ,S V. .cess ��; x7711.4, ----- 1� e v - `152, - . I� _ �4"S( \ \ �0 i v - \ ---- \- v l•1V A v v I \ v - - _ - .15-- - _ `754.37 --=- 14"OAK/ Z 7S - '151.00" 245.40 144.90 1 y 242.,2 139.66 �\ , , + + + + . / /- /^ - - �\ \ \\\ 1 \ \ \ \ \ - -- _ /- _ / I 7. _ - HOUSE 50.61 DRIVEWAY ,44.19 1 •\{2.20\ ` ` 11 .0 Y`''2.11 x122.68 \ / x175.{° \\\\ \ - - - x_-- x153.60 / : S - els _ 144.21 1 + i I I // PAVED PARKING AREA I I 139.}0 , + , I - \ \ \ \ \ --- - \52.16 - _- / 61. -n _- 146.06 I I ' .1 \ 179.65 +++ \ 91 \ \ \ I 1 I \ ]esl \ + +20 MAPLE *++ \ \ \ \\* I 1 I I I ,1 \ \ \\\ 4144.11 \ \ \ -151'- -T1S2$6 ' I 1 V +/'i / \ \ \ x 152.75 ' i 0 46 150173. 476.33 1 II I 122.97 / \ xi]�eo« 1405 + .1}11.111 ]8,09 / \ \ \. \ �{6•D2 8 r^ 1 rl 245.45 \ \` \ - __ _ ,55511 __ Q /. 1 `136 - 1 139.21 +.+-j ', .P +.�.+++++/+�++ / // .lm.o1 1aj0 }4.98 \ \\` \\� \ t\i+ \ \ \ \ \ �1 -\- '\- i" /' .89 ----/ 150' _ FFE A146.24 46.49 1 11 II I 135.93; 0 1ti U5.7J ---- _ ---- SG` \ _ 152 330 MAPLE 151.34 4 �" / 1 6 5 I I I I a 138.65 +� ,� t + _ l.73e.00 / - � \�a\, \ \ \ \ - -_-- _ __ .•.,I\ S I I I I ,/.� 1 `� \ 149.742 \ 24,�TREE xi 146.11 148.22 P' I I / 4 J Z.91 r'_„%+ / / / x173.58 �t\33.`65 \ \„\6� \\\r # \ \ 9 - - x,52.01 8 146.16 148.8 I 1 I I +127.04 5\ a ! ! -\ / -_ \ ,\ \A S 146.24 146.19 O 1 I I ` 4 29 X73 \ +`<` x139.30 / - / > x177.76 \ \ ,\ +\ ZIN, \ \ `14 - \ -J /,1s,.-, -/ GF 485 4360 I 1 I I I I ti I a +'+'+ 7943x' ,+.0 1,137.98 !! /\5 ,X17307__/------ \ +\ +\ +� ;\\ 4 EE -__-- \ -f4"M'APLE 152.02 / % ----_ as.lo ,,4 26 - - - 1 I I I PAVED \ 3 ti S /' _ / ! \* 4�5. 2 .- \ \ / ,46.47 _ 146 L I 1 •1391 I 7 . \ I -`) $ r N � ,\+ +\+\ h \ 1 -- �,s0.6t 24"TREE f _149 -- 146.9) •146.98 I +137,21 - - 1, 4 - /„ 1x9.31 / \, 47.92 IRON ROD DRIVEWAY ` + . + + + ' ' , `` _ - / "347'47% 1 _ 141150 \ I I I I w - .,74.36 + + + i+ ,+. - - I/------- us.I ,243,3, / - %\� \ 1+\+' s9 48 (3)30 OAif +,50.61 - - 4 OAK - \ / 14a.� o-7 f,�P / I I I '+ 5 I I j` j (SET) �-' x,1779 -^i , + + + + , + + + y % �# 4\ \+ \:,•k. 9 - - - \_ -----' 9 _ - ; \ / .t�5,@B 146.81111 I I I I I I l HI ENVl'I 24"� R ! ff F• I t s -- ,34.24 w-' - + . « + , •1,7031 -- ! \ - - +148.24 - + + / r+1 147. t `L ' r1 8: - , i/ - / S +�+t ` - (3)14ZREE - - �-- - _ -- ` 3 K X p .136.43 ,1 d ; + �-i -- --� \ / 1A•4 88 - / -48.04 i +143,88 P _ _ PAVED z + + «++ + + +'\;. .1tEU+ + a _ --------- - , \ \+\+ +\3.474 \+ ate+ -'�•�e\+\+rT\ ,{11.07 X147- .y4e.97 _ _ - - - i / ! _- ,x7.25 i -- {.ar+ �^ +. I , I I ,� , ) I GHLAND AV 4- ! x� \ 26"OAK_ " -148 !/ - 146,83 t4 K / + +1 4 1 +`+/+ /+ i l 133.38 x135.85 -' / ,` - -- - / -145- y ♦ a •++`+1 + + I, +/ /+ 27.5 • 1. - DRIVEWAY 1 ow > / +241.61 - 1 9 3i' a--- i - �\ ' -- ` r ', `l+ 1'+j+ y yB. . + + - - _ I +/+/+ + + - BOSTON S R ET REAL LLC 1 � / x131.0] \ \ a *\ t , - / E 1 +' I y1 A /' 12 9 +�+\+\ - \+w+` \* .147.se ` •149.89 / '.1 / \ + \l , ^ ,I I, J1 / 123,4 / O :+- /+ 51 �' + _ _- _ -147 1i \. i. MAP 3, LOT 125 �- 1];.P `\( /'. - - / / y I,� .1 ,1.43710+= w�I\A . \:` 1 --- \ ',49.57----- 14"TREE 4a.Ja / - ----- --- \ / '�3r ♦ ++ y +' o- +1. - }6.09 x,36.86 .13p �y ++79.0? + I`,l+ \ J / +132.48 '�`� -a_.t� - �t +\ i`+\+ - x.196\ \\ x146.73 X 1 i \ `+`+`+` x1'at.A+`+1+`+/x47 1 +t+ ,1.+4`1' // / _ _ _ 1014408'+ t 4+4p J _ TBM 1 0 33 ,,.. . ,'.,_ -� \. \ .•1•x4.79 � .17055 I 4 1,7+ I+ +1 , , , + + +� \ s \+ �� - ` - -- - _--- - - yL - x + sax - ; + :«�+ r`z-.r pL i +,/ ++ . � ,++I+> x.5r' 22.27 I L,C. 58851/272 +,31.98 - 0 -,-'136. I« + __-_--,43p6 -- yrl3os W41 +`I+1 -------- --- - -. o� . + +'. + + ++ +♦` '/ + 4 ,l ,/+ ,af- _7 \\ �1 +I 4 + s�_ti r -\ + ? .\, x. ,\+ 7`-- \ / 149.04 r -�.6 _�45.9a i / , 82 -,. + + \ /. W ,/ �6 \, - ,1}1.75 1+1 _ . \ \ �\ +� 7 145.4 _- - -- ' +- x-, 5.83 -_-_ _ 2p > I Z O 1,\,I + T + ♦ ±773.77 t \ 1 ?\+\ , ' 45� 1149.19 ! ./.'~ - 4 -147 - x �-•_1¢5.38 114.94 1144.32 - ' -�--_r'r Z i + /, .� / + �. + +` I +.148.8$ ..� f q". - _-I- - 7 .I .,,A765/' --- \� +I + + =+� + + + It+ , � \ ,L.- -7q _ -` \ _-- ' --------- S"a .it +.+rr-.` .-;.-+-r-� 144 �'�_ / -- - + + + + + + + ,,\p'\ f +/+/+;/+ - 14 . x133.50 +O .; 1 .. + I, - - 4. \ .745.41 ` 50.00 _ - 35� / 30.400 I }aa}:' J ,�+�. 74 _ _ `\ _--- -- //-------- _ _- �.V r 1- �s -- - y_` 143 _ ' (3 0"OAK-- - 12"MAPLE+ `s :`� r`.--a+s--+ +�+` +l+ /+ %+`y 13,.68 .P '31.77 �t _ - V35:25 - + - --_- --- - -- __-- a ` - - ---. - I - - i __ •. - .`. . + - + _ + 3,.112 - / n� �+`1+ +\+\ \. /4 3 \ x -- - - -- 1� - , s' S o- 1.42 _ \ r-,+ 14z.s9 ,� Z-_. _-+--e + 40'+ `/+'+/ +/+i+`�+ />> \ /� `\ 3x.41 -Jx ------ N + + - '� -\ 1{7..8 - + - - -♦ s �' `,�,_,_ + 1 I ,7,.68 7 - '� -- - / 12 61 .1 J.•6`+ + - + + , r r __ r\+ 1 ,7 3 ty/ I P. 1q 5 +i +.1 .69 t ? L' ` ` \ _ _+� -•+- s +s- ✓Y _t-s�_t'sF 141 ;r' ` , > >- _ �„ -L�} / +k ./+/+/+ I i \ \ CII C 32 134. 4 .130.66 CC 1 ,\+ +'38899 7 - \ -_- _ + ♦ . , +/-+ r-�' - _ -*+ - \ • _+ _ • • - i x 144,48 - RB IIT _ 13,.04+ =• •� + 4� t' \ 47 ` -q,LM.19 _ _ -- ^•wu!99•*T�a T+ + 1_a_- 1 '- + r •:mss -� --1 4 ,.-z-+-w }} - l•�+ L i s-'-s' +/'` y i - /I 122.19 _ _. ,71.18 - ,3,.76 = "� �132.4D �H + \+ +-+ 4, /g. - -L \ ..�+=�+ �� /+mss r+•-. 0-�- L+�•\` 1,+,+ t- -r + 45"+,A l�i�+ +3�,r. rte+ +♦ / `/ +,+ /. + ✓ +./+ (yjJ� �:C-ERR- I '2333 +,zx.so.l 131.72 - 1 �� /w •131.'. _ + Tv i` \. -� - 7'-+-y.11,4.59 \ -_� -- -r+� --T t`�__ `��,'-+moi �� ' + + _ts�-+-.. -s«T 1 , - '~ 4 - <` �+j -- -Ira �+`I 7�+-�`4�~ + •►ter y 9 «j /+ '{ 3,.,5 - 3 7 _-'� 0 1 - - + - + , 1, 39 z�_ _\ + - - i 3 /. /.`+ I+1/ 4111/.+ /, + , - �� + T;. u 3 - _ >` �. � . _j R .. •1 `i'�. + > +t' +/,/• i t I mo\ WHITE 30.96 B C 1. 1 - - 20 RtE 9- -_ - _ _ - _ "s =f ---- - _ _ -+ - 138. - - ,-- / - + + + - . - + u,.6a LIN UT - - ,131.20 3040 5 - ` , \ 1` / , Z- `� r-+ - � � T .444,82+ ♦ + ..� + ` ^�-r r ' +--. +;, , '+ + «r+-++ E W - .171.60 \ /, \+ , \+ + 13 2= +� �.\,-+ _t , "_ - �� _s;- +/ 13 - �_--- v\- t �' v 'sr i ` +d_ / '< / -�_ 31.02 31.29 EW TRAFFIC SIGNAL 129.98• / I. +\. , , �,�1 s, 8:_t_ + .�_. + - _�= + +- - -r-- r-,-+-+--<. - ��. +`� `yam %t �, 1 ys {��- ' 7 +.y-_. +`y r - r --' + / d +/+/+ /+` �' s- .,22.20 q + + ♦ -+-+ + + + - + + . + + , ,+ -.132.2 _ / • ` _ _ __ _ - _ - - 13 e - s+ +, r , - 247}4 - a a },.,9 MAST ARM NEW TRAFFIC P t.`4 \ -- zz s f 3.8 - - - 2 s2 \ -+-r-+` :+ -r ,+ l __��+ 136.` _t± > s` ,`a +s :�+-+ �+ !+ / y� " / /•� +�_!a - ' *122.40 V 3 _ -135 - % MX - _ \ - - _ _ T >*rT` - 42.77 , - - -_- �� + T 75.11 y`` l -1 /' `! - tb JG�+ 'S`+ moi' ' ' _ SIGN'AL� I+ +\, +�_i _ti + + -q- + +'s`-r_t+ + -�+ w�+�l_. e_-q.�# + + ,,.!+' ++�`+'+ + ~+ `�, '+�♦ `.« ,/+ .r._+--. i` _ +-t +� -+,. _ ,�- 1 i .. t •t 4., - `� /"x x175' - - -- - - - i' - - - '. A -- - .. w, 139.1 0•' S t- _c c-.- +� _s- _ + + +/.'�- t_ �..'�+} ,/ + _s. -tom +�> *i - 1 7 -1� / ..QFI 1- ,77006 z ! - - i , 7.aa _ / - 4 -- - i ✓ �.► 1 1.18 I 1 +�- 1 ".71 xt 4 7 J l •4 .�+ '`>_ `�+-.+ +`++ `T`-x 'l +�`F- + ++ 'h` +` �++a--i+ s.- +v 2� 2.S Y % > ...+............... ~l 1.47 - - /a?, ,;=,_ 0 'K TBM#2 O•w \+' 'Y .t --s"*_ `+-.t ♦T +�+ -r-`+- +_2 - -i >•'-*' ,--.y + +•-a r -+'-i_ s~'+F +-� ,a' f t -+�z{ _� �\ _ '-2 / 1 / .._- RIY=130.88 _ 2�t s _ s- s `/ - 1 i 2250 r..�LL .. d• _ - - �` - -- `r+- s` + •332_ '�:-«_L - --F' - +r` ,- •�: / �`t 56T+ +/`+i , r' +i _. 1s:rr�. A A+ +z+ � + + ♦ + F�«� `s-+,t+ +`-+ +_`+ �t s ± + r:-_+f+ + + �� s- +`+`+++ `t+ _ i/+/ �r. x{.'133 - i l_ i - 'vAIL � -•� �� - 13. - - "� IXVbuW-128.31 I - -i 3, a ,. J + +_+ + + + 3 _ - - - - - + - _ , + + + + + + , SF X37 ,,.+..,,... + 9.34 + + + +.+ 1r`r.��-+ + . + + +W +-.__t + „ , + f-+-+_+ �_i + v-�+ + +s-+-�=_' +-4+ .f y' '�•r-__t_.r-+±,.- +s-. r �r r, + .a s...t_+ -+- + �+, --135.0 5 / .112,,9 C , 3 53 =1 140 \ wet 9s w•z _, + + + -+-:is4� �-+ - - - - - _ l T+ 1 + ,. \ (SETS 22x5 .12,,09 RYX 3. �__ 9p �yHIT 30 y .- a 132.74 _s + +--� + •+� •�«_+-+�-+ + + « T' i - ,+ +/+ . -- c 132 -,--r` --F- -��-++ 134, 7 +-+,-+-<`_+i+� x1}3x44 ..,� 112 �O 1 Q ��=��/ yR{ E LINE : 130.55 -- �:O\Try \ +\m_r�� + +�--r-� r + + + 132 -�-��.r-i + `+-.._+ :7-.� + r s• -+�+ ,-+. + -+ + + ++-r-+-�- --1:y+ir .-.+-+-+-__+-r'- + J�- f +/+ /r ++ 17} - - 5 x +_r-« i 122.73 / p.'...... 121.54 INYir12b.Ob \ �__� n--_,__ w \ i- 'E - _- -- _ ++ - a, „ + - __. = 130.81 0.65 -. . ---- + + , + +_ - - _ - -- - ! I - - _ r-+-A3a.bz. + .�'� ,. _ + - ' 1 . , -+ice +tee•_ -' ..,3,.35 5-r� -�- .7z ,22.92 •lxz•45 131.8, I 1 4 Ta' --.__ ,},.09 MHB o.5tr 0 1 + + + +`+r +:``+' rt++�} �_ + ` + ,-> - - 3s2v�. :� ��, +_1 + �r 1x.62- --- - -'T .•-+-+ - _ - 23 -- INfA�nr 26 2 (FMf _ _ 3 + 3Bs _ -- ` _ _ -- y \ 1(1/C)__-� \ \ - - - - _ T - - 22.2 -- t - _ CENTER _�.�� - - _ - h INYu2r8 121.99 I3o1 . z-+ .--. 4_. i +`, �_+ + ��-.- 1-t1+ 5.66 i+ __ �+ 31 tZZZ .- - - 12 \ - - , n0 sn / + �_ ( WHITq LI '� +. - 2.6 _ 347.. a ,o _ - - }5..2F- a• NE (FND) 30.2sCUR.................. - - - _ - 2.115 _ __ - , .r..� +- 1 126:48- a •'i3}:012 2. -'� _ _ BCU CONCRETE SIDEWALK �` - --,� 3425 . _ Ian+ 129 �� lza6e v NW,.....,.. pG I XB3 + , + 3394 � �-A`* +�' a QZ• \ 12176 s w �_ . uo.zs•,30.12 T 30.01 ..............gip' \ . _ - 1 4 -,3 s -'-`� 3122.84 RIX 123.62 _y,_- _ • ,zs.ss � _ '• +171.58 : '�_ � '��•__•_ 130.60 -' \ ..•................................................................�... r, _ 29.6 .- ��.8 1'29.9,. = 1 9 5 9.0 0' 125 21 .. 122. , - -- + + > + - � 170.07 fir...... .. . I - __ - -- a I I 474 BLC1W0P71t�_ - -_.__ _ \ 2979 -� T N"- __•�_.__ _ ' 129.5} 129.05... ..., .... 12 ..... ... xt + , t ................. B3 CB (M68B2 �/ '� N -_�-_ _ Q c .. . ..�., �.. .- �8 \�h ...�4,,.. r II1ryi'7L-ff4.0e 269+ / - \ 129.39 .... ... ... ......��+�b...w_................• ..,... 2586................... 24.95 1 INVOut 113.68 /1119r�- �__�-- �_ Lel GUTTER LINE OF MED DMX /8888 -_�_=e�13`x3- _- _ WHITE LINE �z9.93' CB �1688b 29.14 - - -- --\29 ,28,4 27- ! , 126.7B i. \�6.. OHW..................125.09.......... ..........0... 24.02 I RIX=122.9 11 _ __ -12 5 /,�- -1�? RIY 131.87 m Taq((/G _.__ __ RiX 129.53 249.02 7 / fNVou!=f s3 AN STRIP'; - 1 INVin+12b.51 211.113 8 i2}.89 X18 DYAC'P�- a ) -- 129.51 \ 24.62 E I E 123.62 �- INVinr125.18 o �_�-_ jMV17uM0.25.81 __•-- -- WHIT �' �_ 2 12� ,25== L N 1 /. ` z6 so / T X �_�_ 127.95 127.42 1 125.69 \ �-- ,32.11 17/1y.72 •, 171.68 INVotut=125.08 _ __ _ _ -- ---- �f'P"�1 .P Ln 130.70 '� _ _ +..S'QL/6'T ko '29.25 \\ :-2t -- - 127.56 128.55 \ \ -- __ 24.49 - _ - ) �_..�__ \ 31.83 W x WHITE LINE T_ T _ L(UG e Xain- --•- _._-._•-.-_ __ 1z8.id i \ ; L--�_ TXX _ -',•52•.I,&._•_ 1 131.97 _z QTS )--- -il- \ \ _..�� _ _ '-•�_ 137.52 -- - \ 126.77 \ \ \ -�i� - __ \ ,2.411 \ 1 �TSL(�)�_--- \ DMX A18887 _ _' 404_1_ �� \\ X16 0(RCP)� - 'wz DXX �t8884 \ �`� -- --'�- -- -- -- --'-- -- -- - 11 ?5� / `` - -- --'-- _ :,,29.55 - ''�___ \ __-.--.-- --.--,_-,_-. / 122.97 RIY 132.11 � •-.� � _ -,--. --�•_._ \ stop uGHT• _-�__�_- ,309, RIX (30.73 - �_� - INVin-125.37 4 - \ 31.96 - --_ \ , INVin=f24.b7(p886b) \\ _ i - _ - --' / __ _- -- --'----- -- - k _ WHITE LINE _---- - -4"S/w9r Foroa Xain--•--'--..j- -.-1.-- -- --'--'-- INVin=f25.83 888 iso \ \ L� z3.7s _-• (#6 ) I --., _ s INVin-124.28(#6866) \ - 11 , „// - - INVin-124.74(#6888) � _ - -._._ TRAFFIC SIGNAL AT INVinr127.13 885 \ \\ --- - - / -- -- --'-- -- - 0. INVo7r8=124.34 ,±32.32 732, \ - _ - _ _ ( ) \ 1 \ 11(CLD W \ 18..8 ROAD INTERSECTION -�1b. 1 INVin-12b.9f(1I16888) \ -- i�UE ��T \ ___�16"D( _ _ - y.Loca HITE LINE \ a \ (a--i,42CLpI)_._•_._ /Si aRCP)�-_�_ INVout=124.28 \ / / \ --r--- ,24.20 - _ - (aP1''"O _ _ x,29.64 HIGHLAND 25.02 2448 RCP) _16" tion) Icn \ a8ion) 1- ------ y -IJO �� I ?6 RCP) z4 e, / D 1151 -'"1 a\ '\ ; 241.37 ,30.7} ----- -16"Iq l{r.P)�_11 __ 7? , 1219 ,25 _ TBM 3 1 p \ \ '- •_._._ _ 1}1.54 '13,zo 1]0.95 ----- 9 t"� 1 -- - -- - , / RIY=12.81 # - �' - \ ,132.16 DMX X16888 : 132.,9`2 \\ \ i J,.al 11 -- -- _ 6 1 GUTT�LRyjE_4E�dECLAIN-STB1P1z6,ze-- -- /NVin=120.79��168s2) - - \ _ -� \ WHITE LINE RIX=132.16 w \. t -'-' }1 30.65 ` 15"D(RCP)-__- 28.30 127 e ,2740 2-T INVin=118.77 850) - - - - \ }2.05 i - -'-' - - ------- --- ___- INvin=118.�s tC883r - - \ 34x,5 _z \ \ izaTl----- �____ I 132.,9 J / \ 130.92 -.-._,- 130.14 \ - \'--129.01 128.3, I ,1NL1'Ot{t=�f8.32 - �_ , i -•_ _ DMX /8863 I 1 -�\- \ - � - _ - / \ i ,CB /6886 3�.ee - 249.62 RIM=12 . - _ _ _ - - "\ / \ I Illi NV#680f82 i 831 _ _ - - - - - }z,z }�/ \ 11 : i =25.81 - - -13045 ._._ I -- _ - - - - _ / \ _ - _ _ _ - _ _. 172.06 / x ,, ._.-'_'_'_. INV n=21.68 - � _ 32.,0 �' ; 131.75 WHITE LINE INVotxt=12115 \125 a ro •\ � _'_ -'- -16"fi CLD •. �_ � i�4 ( I)-'- - - - -. ,?9.92 - 1[9-� 1 - 1� _ 114 Q I k \ (aPP�s.cooaelton) - - \ - - I- - +,13201 N V / N132,03 x! \ \ - _ - - •132,60 31,97 �{ yp / --\731\ .130,81 \ 392 I R�y13186� 3151 - OUND � - - - # \ + WHIT E SOU - - _ \ I 131,59 E LINE - \, LAND A�N U ,EXH RiX=126.19 - �� N / 131.69 � ,.:a . HIGH 125.19 _ HIGHLAND AVENUE I _ _ - '� " 4 4 0- 4 50 0 392 HIGHLAND AVENUE REALTY, LLC 1313 \'\ 13165 3,,611 RI p6Bb1 30.88 \ # I` MAP 3, LOT 5 I 13,55 J1.sa 31.45 RiY 131.32 r •\ / b 137.N 131.32 \` \ 4 0 2 Z 7'43 # HIGHLAND AVENUE - I 131.66 ; £ 131.30 \\- \ 29 oN I \ ,,,27 \ ROUTE 107 SALEM ASSOC L.P HIGHLAND AVENUE - I SMX /3432 13'27 - �-- - � _ \ # MAP 3, LOT 4 128.7, _ __ - .--- - CAMP LION OF LYNN MASS INC CV I t �-� _ 129.99 128.80 '; 128.08 _ RIi(=f31.7b 24054 � l \ INVin=128.38 - - _ 3171 50.01 - - - i \ iNVoid-126.37 ,,}2.43 - ��_ 3,.211 30.74 - - - MAP 3, LOT 1 S I 131.75 I - 1 � _ - _ L•P.*,30.02 - - - r )_�' 1 731 130.66 131.94 �8"M _ _ _ _ - _ W I `"1 PVC - - - _ - _ - - - - - N II 796 : x171.,/9_.__•-- - HIGHLAND AVENUE TEAM: r) I 13''79 /1Il ii i #,26.5, I OLDE VILLAGE MALL REALTY TRUST 131'52 ""' 310 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY z I y ; 131,64 LP MAP 3, LOT 133 #Q O 0 x ,,o OWNER/DEVELOPER: co 135.20 , `' I J1" 419 LHIGHLAND AOVENUE, SALEM MA 01970 �P\•(F\ ur M4,,,, w �� _ _ _ _ - _ � _ �' •31.77 ENTRANCE TO 3'47 HDGHLANDLAVENUE G (978) 977-9801 p SCOTT IAN 9 i PATROWICZ ut oN - I V - MAP 3, LOT 5 m 132.56 I AND EGRESS FROM ATTORNEY: 0 Na 33656 GO - ��� 3 GEORGE ATHINS ,0 96G,/ ���Q 0 \ - ! �a HIGHLAND PLAZA 59NFEDERAL STREETRISALEM, MA 01970 9o�FSS/ONT'�N�'\��� 3: 3246 3. � I (978) 744-0350 X107 I 3 MAP 3, LOT 6 -0 EXPOSED LEDGE FACE AND/OR STEEPLY I \ M SLOPING VERY SHALLOW SOIL COVER i :: � - _ NOTES N0. DATE DESCRIPTION ARCHITECT: I r � HARRY GUNDERSEN w \5 ( '1 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING GUNDERSEN ASSOCIATES Q 1�y `\ v DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. LOCUS IS 2.51± ACRES. 7. ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL 20 CENTRAL STREET, SALEM, MA 01970 i � PERMITS, LOCAL AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY OF SALEM (978) 744-1000 Z i N 13213 :' 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD SITE ENGINEER: = SURVEY CORP., FEBRUARY, 2000. ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. U 3400 / a = I / SCOTT PATR0IYICZ, P.E. 3. PROPERTY LINE REFERENCES: PATROWICZ LAND DEVELOPMENT ENGINEERING ' 2 33,46 / � �`� T8O OBTA)INING AU ERTFICATEI OF OCCUPAONBCY, THE CONTRACTORRSHALLLHAVE TH SEWER LATERALNI SPOECTED BY TVORDFRHEPRIOR (978) 836-6400 ET, SALEM, MA 01970 A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. i B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. / SEWER LATERAL IS IN DISREPAIR (NOT CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED) IT SHALL BE FIXED OI i C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. FIELD SURVEYOR: EXISTING CONDITION S AS PART OF THE UTILITIES PERMIT. I *133.53 D. LAND COURT PLAN 7159 V, DATED lu"/18/94, FILED WITH CERTIFICATE 65507. GAIL SMITH, R.L.S. W ,35.65 NORTH SHORE SURVEY CORPORATION E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. 9. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO 14 BROI:YN STREET, SALEM, MA 01970 for E % 133.40 F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. SETTLEMENT) AS REQUIRED. (978) 744-4800 M G. LAND COURT PLAN 7159B, DATED 5/22/36, FILED WITH CERTIFICATE 11169. 11 RESIDENTIAL LOTS v 33.53 i1 � 10. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE TRAFFIC ENGINEER: U) GILES HAMM, P.E. � i O 4. BENCHMARK FOR VERTICAL CONTROL BASED CITY OF SALEM DATUM (MLW=0.0). PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO w G i/ TBM #1: PKNAIL IN SIDEWALK, ELEVATION = 131.68' VANASSE & ASSOCIATES, INC. for a site at 1 g THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE 10 NESP ENGLAND BUSINESS CENTER DR. ° �.`1 5 134.23 TBM #2: PKNAIL IN SIDEWALK, ELEVATION = 130.69' THEIR OWN SEPARATE APPROVALS. SUITE 314 4 0 5 - 4 2 7 Hi hla nd Ave o a : TBM #3: PKNAIL IN MEDIAN STRIP, ELEVATION = 124.20' ANDOVER, MA 01810-1088 fi�1J� D \^3 7' i V (978) 474-8800 P TBM #4: PKNAIL IN CEDAR STREET PAVEMENT, ELEVATION = 1122.03' 11. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR Salem Massachusetts Z 13�.09,v 174.87 ! TBM #5: PKNAIL IN CEDAR STREET, ELEVATION = 124.00' INSPECTIONAL SERVICES. THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED APPROVALS M i ',1,z TBM #s: PKNAIL IN DRIVEWAY PAVEMENT, ELEVATION = 148.61' AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. APPROVAL UNDER SUBDIVISION o I/ TBM #7: DRILL HOLE SET IN LEDGE, ELEVATION = 161.08' Date: April 20, 2011 Ln /I TBM #8: TACK IN STAKE, ELEVATION = 170.09' 12. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONTROL LAW REQUIRED: PLDE#99-34 Scale: 1" = 20' Sheet 8 of 8 E i TBM #9: DRILL HOLE SET IN LEDGE, ELEVATION = 168.04' CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BECKETT. SALEM PLANNING BOARD E o i ; TBM #10: SPIKE IN TREE, ELEVATION = 154.41' Land Owner: Paul Ferragamo p / ,x4.63 13. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING ENTRANCE TO 419 Hi hland Avenue, Salem, MA 01970 > i 3424 ,'. 5. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS. INSPECTOR AND/OR CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED g N 1}451 / "`'°' USE OF THE BUILDING. THE EXISTING AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN 0 U '3449 ]f6 �P AND EGRESS FROM 6. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS COMPLIANCE WITH CITY AND STATE BUILDING CODES. PATROWICZ ,34,77 / HIGHLAND PLAZA PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LAND DEVELOPMENT ENGINEERING a 34.611 14. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES GRAPHIC SCALE I LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE s / 14 Brown Street, Salem, MA 01970 TIM€ OF TH€ PR€PARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. (AND/R TO RECTIFY ANY DESIGN DISOREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES; MHD SPECIFICATIONS AND � 20 0 147 20 1 134.93 PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE (978) 836-6400 LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CER111CATIONS ON NORTH SHORE SURVEY CORPORATION •/ LINES BEFORE, DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. THIS PLAN AND ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE 14 Brown Street, Salem, MA 01970 0 ( IN FEET ) 1 inch = 20 ft. APPROVAL. DATE: (978) 744-4800 M C: m E I U O U DEFINITIVE SUBDIVISION PLAN TABLE OF CONTENTS FOR A SITE AT 1 . LOCUS PLAN 2 , LAYOUT GEOMETRY ;2 3a . GRADING & DRAINAGE Iii il ic, I? of *40% VLO 17 11 La (northsid e 3b . GRADING DRAINAGE& L . I . D . (southside) 4 -0 WATER &■ SEWER APRIL 20 , 2011 5 . LANDSCAPINGev �• se ru : , 2011 6 . ROAD PROFILE & CROSS-SECTION o !� 4 7 . SITE PLAN NDETAILS ti i MA������ 5 = ti 8 . SITE DETAILS co j m � P ti 9 . EXISTING CO N b� <ro N QN zb zC z N b oD ry n"i 6 N N Fp�s vnDi 10 . WATERSHED ANALYSIS : ti � 3 PRE - DEVELOPMENT m � �^< 11a . WATERSHED ANALYSIS : Lr) — DEVELOPMENT n �/T orthsid e'OST/' .o m �rd m2 �P 9 11 b . WATERSHED ANALYSIS : D D ca - POST - DEVELOPMENT NT (southside) m S ti C� �, NOTES v `P� Jl P 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING DISTRICT AND AN ENTRANCE CORRIDOR ���� �✓\ s OVERLAY DISTRICT. LOCUS IS 2.51± ACRES. 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP., FEBRUARY, 2000. ruP 3. PROPERTY LINE REFERENCES: N 20 s ,e A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. �qh .9 c B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. ,o C. LAND COURT PLAN 7159F, DATFn 2/10/47 FILED WITH CERTIFICATE 17333. fu / 'q2 D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. mE. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. �� !N F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. 0 0 !o G. LAND COURT PLAN 71598, DATED 5/22/36, FILED WITH CERTIFICATE 11169. D 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS (DIMENSIONAL VARIANCES ARE REQUIRED). 0 o � t N O N f S ITE Q! N O h N b C O O N O v o p O ti '� �~� APPROXIMATE GRAPHIC SCALE LO 100 0 50 100 200 400 o- O ,y b o �v g C) yb �� O N m ( IN FEET ) NOTE: THIS LOCUS PLAN WAS SCANNED 1 INCH = APPROXIMATELY 100 FEET Q FROM THE CITY ENGINEERING \� ti DEPARTMENT'S GIS DATA BASE. THIS �\ SOI m N LOCUS PLAN IS NOT TO SCALE AND SHALL / �Q ti NOT BE USED TO DETERMINE ACTUAL p. O \ T ti v O O r PROPERTY LINES, STREET LAYOUT AND/OR ACTUAL BUILDING LOCATIONS. THIS 12N LOCUS PLAN IS INTENDED FOR GRAPHIC PURPOSES ONLY TO SHOW THE PROJECT NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE LU a �� a m 26 Q SITE IN RELATIONSHIP TO THE GENERAL THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL N N �P Q ti m O NEIGHBORHOOD. ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. U) Q n Nr 0� m N PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY aco > 0 \/ zq PRN W TEAM U CCA a �P�tH OF MAssq o `✓� OW EV LO RK 3 LO NER/D E PER: aS , S �' SCOTT IAN y n T s o ti PAUL FERRAGAMO Z PATROWICZ ti ; 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS 0 6 D 2! m 0 419 HIGHLAND AVENUE, SALEM, MA 01970 o CIVIL N s 2a g (978) 977-9801 v 9 No.33656 y 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS FQ/ P O m C<A O E 9oF S G� 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT _ + ' o s n 29 O o N ATTORNEYS/ AL AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ GEORGE ATKINS STORAGE AND TO DE-EMPHASIZE EXFILTRATION a ` s 1q '6 9 2' Zp STRFFT a3 59 NSEGA ___f] FERAL P.EET, SALEM, MA 01970 NO. DATE DESCRIPTION M 8 2 i 32 ti (978) 744-0350 X107 � vy � 2 M 10O 3< ARCHITECT: Q Q � GUNDERSEN ASSOCIATES a6 ti W HARRY GUNDEP"i".v O N 41 = 20 CENTRAL STREET, SALEM, MA 01970 Z o T 38 ��J ; m .3 (978) 744-1000 (D ' �� ] " 40 qs 51 53 SITE ENGINEER: N 49 4B SCOTT PATROWICZ, P.E. EFINITIVE <, 14 BROWN STREET, SALEM, MA 01970 cO ^^ Q - 4 46 PATROWICZ LAND DEVELOPMENT ENGINEERING C m l o n 2 Q 13 `9� ti as (978) 836-6400 SUB IVISION FIELD SURVEYOR: 00 LOCUS PLAN GAIL SMITH, R.L.S. E m N NORTH SHORE SURVEY CORPORATION Ln @ y n O N N p 14 BROWN STREET, SALEM, MA 01970 for (978) 744-4800 P 0 m S N V ti ti TRAFFIC ENGINEER: 11 RESIDENTIAL LOTS � n w GILES HAMM, P.E. Pte. VANASSE & ASSOCIATES, INC. for a site at O 9L 10 NEW ENGLAND BUSINESS CENTER DR. SUITE 314 0 � /��� Q� 0 ,� � , � ANDOVER, MA 01810-1088 # 405 427 Highland Ave . Q (978) 474-8800 N m N �0 P P P� ! 9 APPROVAL UNDER SUBDIVISION Salem, Massachusetts N 0 N CONTROL LAW REQUIRED: Date: April 20, 2011 CD 0 ° �� SALEM PLANNING BOARD PLDE#99-34 Scale: 1" = 100' Sheet 1 of 11 O ,6�L Land Owner: Paul Ferragamo 419 Highland Avenue, Salem, MA 01970 O P cu PATROWICZ o o U LAND DEVELOPMENT ENGINEERING U) 14 Brown Street, Salem, MA 01970 a° �N c' s fi (978) 836-6400 co ti NORTH SHORE SURVEY CORPORATION DATE. 14 Brown Street, Salem, MA 01970 (978) 744-4800 Cz a� U O 0 PLAN N1 ^ BOARD BARNES CIRE , + _ _ BARNES CIRCLE 7 - I � RICHARD BINGHAM, JR. I I \ MAP 3, LOT 88 �\ CLARK STREET \ / I I L.C. 69151/348 JORGE DELVALLE / I #12I MAP 3, LOT 79 \ / I I 15,010±SF I \� r� 1 11,378±SF \ / BARNES CIRCLE I 6°1�4 , I BOURQUE NOMINEE + S� 3 '- / \ / I REALTY TRUST I I \\ O s BLOWUP MAP 3, LOT 93 I I I 130•#14 p NOT TO SCALE L.C. 66214/318 I BARNES CIRCLE \ \ + TOBIA DELUL/S 16 I I #20 \ `O•w MAP 3, LOT 92 I I �� + O BARNES CIRCLE # BARNES CIRCLE I ,C. 33202 144 � �' L / REALTY TRUST W Y l \ I I DAMATO REA .,ILVIA AYE E 6,250±SF PANFILO DAMATO BARNES CIRCLE I I I ��. r MAP 3, LOT 89 \ JOSEPH PH BOL BREAU, JR + \ � \ I I I MAP 3, LOT 91 I L.C. 13355/238 J I L.C. 32714/333 MAP 3, LOT 90 / � \ I L.C. 69605 325 I 6,250tSF / \ \ I I 1 CLARK STREET HENRY RUTKOWSKl # - 6 250± l MAP 3, L'OT 78 , SF \ � L.C. 57514 , CLARK STREET _ I I /265 - ROBERT RIDGE _ IRON ROD \ - � - MT) �� I I + 15,010±SF 5,000±SF / / \ MAP 3, LOT 124 S40°16'2 ,, I \ l \ L.C. 10261/177 50.00' I 6,067±SF , / 12,369tSF � I 3 # 1n 114.50' _� I IRON PIPE I v - o i (FND) CLARK STREET - _ + SEE BLOWL -J �1,12 � JEFFREY BACHMANN ° ,, i'+ CT °\ MAP 3, LOT 77 \ � ) LOT 2 I S40 1 g 20 W / °13 41 0 1 IRON ROD - I � 85.74, 295.88' \ S16 30.p3 o c,? L.C. 63953/298 (SET) _ - + LOT AREA=8.195±SF � _ 1 LOT #6 w `� � � 5,000tSF \ I i LOT WIDTH_38.92 I, � 1� LOT AREA-6,910tSF J`�, ,, 10000 FRONTAGE-35.13 #435 87.9 , DRILL HOLE \ I► 58 LOT WIDTH=67.43' �' 0 "*0 \ LOT 3 1 � (SET) ro 3 \ N # _ , 6°1 HIGHLAND AVENUE LOT AREA=6,216±SF LOT 4 - FRONTAGE-66.87 S1 SOURAN ACQUISTION L.P. LOT WIDTH=78.62' # 17.73' \ r�SET)RCD PARCEL A \ MAP 3, LOT 127 I� o; FRONTAGE=74.91 LOT AREA=6.736±SF o ` -� L.C. 68995/326 (NOT A BUILDING LOT) C° L' LOT WIDTH=90.16' LOT 5 �' SNOW STORAGE, DRAINAGE EASEMENT 1 i` FRONTAGE=90.04' # � - AREA = 6,087tSF '� \ - .1 c°' k' LOT AREA=7,043tSF � _ �-=�;_-�-=;��e-=� t� AR�SETBgCK_3y `� � LOT WIDTH=100.09' a - o - `� FRONTAGE-103.46 - NOTE: ALL DRAINAGE STRUCTUR S: LEACHING,1I3ASINS �^ - ___ Q, 1. - o �, r CULTEC SYSTEMS, CATCH BASF, AREA DNS (ON o \ I d" lrs Z �, P. , LOTS ADJACENT TO DRIVEWAYS), DRIVEWAY CULTECS, o O W I O eSo / O` -1 o rP O + � �O Z` � ��30, �� PORCH I \ w, 'z \ \ a �� ROADWAY SWALES, DRAIN M�iHOLES AI�•� DRAIN , I oO \ \ 3,- N I q o ' o w � LINES, DETENTION BASINS,/ETC SHALI; BE PROPERLY u -A \ #401 M g ,1 PO � MAINTAINED BY HOMEOWNiR S ASSOeIATION. ` I I sr� �° RCH I Q II \ ` o >v (\ �.�.� ���. �y , HIGLAND AVENUE \ d o �' or:�_ �;=�z.� � �- L=18.98' SAMUEL CRUZ I Sf ��q �" DRIVEWAY \ �- ' i W ;' \\ R=10.00' I d , a , DRIVEWAYCMAP 3, LOT 72 #403 �` p\ - 83.44 \ , 'A I L.C. 54577 251 I LOT 1 \\ ��C� 'r�j d v, I L. �"' �. Li �� = 3.83' I / w HIGLAND AVENUE # , 10�S�� o- _ g - 120.50 _ � PO � � � - 10,000±SF c o CHRISTOPHER LANE LOT AREA=9,393±SF ��\ .d - _ _ RC$ 110.0' , p3vo ENT ' R'�zo.5o' S34°55'20"W I �,I O MAP 3, LOT 73 ` sS LOT WIDTH=147.60 ,10- � 351 L=11.47' � IRONT _ PORCH D IVEWAY I� °5g 05 W, c+� o \`,\\ FRONTAGE= ti o 5o R=594.50' YARD _ _ DRIVEWAY _ S20 / - 10Ns* ,000±SF o \ 1� =7, ' O� I� 90--Q¢¢' S ^ / I X59 50 ' I IRON ROD 50- � _ �� R��71 A j 594 L _ 103.46'���� (SET) I 'F, / IPJ 11.1 GHrj1 _ ;n R - 594.50 P 1 w D OSE OF / % I A 3 RAi1V j,INES & S AREA- =23 UBC YKAY �`i Y a Iw w G�> / TRjICTURES fSI,, \� -� �r� 1��� = 79.50' s3 I o o' 4' 0 / �-' _ TINED - - _ _ _ _ _ \ - - -- ___ R 1 _ 4 55 20 W /\� R "63.5-50, BY ROMEO \ \ I °-'05"� L = 43.82' I � moo' / �i Y,� ,'5 L WNER.S A b \ T, S2 58 8.26 ` I �i ti S��BP 32.20' _ SSOC. �r �i \ \ / - 33.03' l L=23.56' ' ^�0 5�� DRIVEWAY i f - �- f 11 R=15.00 DRMWAY �' � � � R = - 635. g��'C I PORC 635 5p, �I \ R - I $ L - 87- ' ► R = 635. L= 81.93 v, DRIVEWAY i I � y .�� - ' Q / / \- U DRIVEWAY 1 L = 86.79 + ! CI \ ' M __REN T YARD SETBACK-7.5 0 \ - CH c ` Q Yco I L,j �� I PORCH - - - - - - POR _---------- �-' > o -+ I �I LOT # 11 W D I �w q - DRIVEWAY PORCH RIVEWAY I�w ­4io I RON ROD LOT AREA-9 312±SF _ Q - O ° #4429 (SET) �1Tco, Q I LOT WIDTH=168.99' ` ' 7 HIGHLAND AVENUE W / (measured at front setback line) I °' : i \ / z BOSTON STREET REALTY, LLC FRONTAGE=188.96' LJ �, �� IO MAP 3, LOT 125 $ oo / �`' o PATI q "' ;� _ - \ >v �, PAT - - D I I L.C. 58851/272 16 20 �I o o (measured at road R.O.W., not lncl. 0 z c Q cc s ry REAR YAR 5�0 6°` o A� Highland Ave. R.O.W.) - - �J , a? > 1 0 �' I PATIO - LOT # r 30 _ I ��s� - - _ _ PATIO o - _ _ _ - LOT AREA=6,914±SF SETBACK= I 16,625tSF 2 \\ �\ ,o, REAR YARD - - - - - - - _ _ 7.35 1 ��� -NEW TRAFFIC SIGNAL SNOW STORAGE, sDso� q REAR YARD PATIO REAR YARD LOT WIDTH=92.08' + - g MAST ARM (To BE ? SETBACK=30' z v) Z Q RELOCATED) NEW rRAFFIc DRAINAGE EASEMENT �,°�. SETBACK=30' LOT #V (measured at front setback line) 71'12 SIGNAL (TO BE AREA=4 876±SF on Lot 11 �� LOT SETBACK=._,0 _ FRONTAGE=108.67' S40° 0,3 _ - \SIGNAL (TO , ( # ) LOT AREA=6.406±SF LOT 9 LOT AREA=6,523±SF yV ��' ♦, _ s38_09'o9 # , (measured at road R.O.W., not incl. I I _ LOT WIDTH=87.17 LOT WIDTH=83.55 Clark Ave. R.O.W.) - �r 40.04' _ `_ sss_os'os"W FRONTAGE=87.05' LOT AREA=6,143tSF ' _ 76.02, L = �.90' , FRONTAGE=81.93 PK MHB 35.40' - LOT WIDTH=87.27 I L -- NAIL CENTER F DER, ___ � _ �_ R S55°15'08"w FRONTAGE=86.79' - (SET) �- L = 98.18= - 22 L = 87.81' _ ► � - - L = 91.18' � L = 506.81' R = 1959.00' 1 NOTE: ALL DRAINAGE STRUCTURES: LEACHING BASINS CULTEC - �� SYSTEMS, CATCH BASINS, AREA DRAINS (ON LOT ADJACENT TO SNOW STORAGE, (j DRIVEWAYS), DRIVEWAY CULTECS, )' DRAINAGE EASEMENT ROADWAY SWA S, DRAIN MANHOLES AREA-323tSF on Lot#10) AND DRAIN LINES, DETENTION ( - ( # ) BASINS, ETC SHALL BE PROPERLY NORTHBOUNAVENUE ROUTE 107 )MAINTAINED HOMEOWNERS �� �� . HIGHLAND l' ASSOCIATION. ti �__- - N � _ M � _ CD I CD #392 I / ESOUTHBOUND HIGHLAND AVENUE LAND AVENU392 HIGHLAND AVENUE REALTY, LLC HIGHNOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, MAP 3, LOT 5 + THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL LIjI '1 ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. N g - ` - -- _ _ r PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY #396 - _ _ _ / - - - - - - - - - - - - - TEAM. Z) I HIGHLAND AVENUE OWNER DEVELOPER: �`` qc U I OLDS VILLAGE MALL REALTY TRUSTLL. OWNER/DEVELOPER: SCOTT IAN tiG PAUL FERRAGAMO -Z PATROWICZ N , / #400 �, 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWERS COMMENTS W I MAP 3, LOT 133 419 HIGHLAND AVENUE, SALEM, MA 01970 o CIVIL a , (978) 977-9801 ,No'33656. 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS HIGHLAND AVENUE A�o`�cis P 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT ENTRANCE TO OLDS VILLAGE MALL REALTY TRUST ATTORNEY: `�S+ AL �'� / AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ I AND EGRESS FROM MAP 3, LOT 5 GEORGE ATKINS STORAGE AND TO DE-EMPHASIZE EXFILTRATION C I \ RONAN, SEGAL, HARRINGTON I + 59 FEDERAL STREET, SALEM, MA 01970 NO. DATE DESCRIPTION _ HIGHLAND PLAZA (978) 744-0350 X107 MAP 3, LOT 6 \ I C6 + ARCHITECT: LLIrn / ERSEN GUNDERSENRRY DASSO ASSOCIATES Q 20 CENTRAL STREET, SALEM, MA 01970 (978) 744-1000 z / Q SITE ENGINEER: DEFINITIVE J ' SCOTT PATROWICZ, P.E. N PATROWICZ LAND DEVELOPMENT ENGINEERING C� / 14 BROWN STREET, SALEM, MA 01970 (978) 838-6400 UBDIVISION C7 � �169G / FIELD SURVEYOR: � � ' I NUK1'HMS SHORE SURVEY CORPORATION GAIL LAYOUT GEOMETRY W LL14 BROWN STREET, SALEM, MA 01970 for N ' (978) 744-4800 co ' q 11 RESIDENTIAL LOTS TRAFFIC ENGINEER: GILES HAMM, P.E. U VANASSE & ASSOCIATES, INC. for a site at W + 10 NEW ENGLAND BUSINESS CENTER DR. O - SUITE 314 ANDOVER, MA 01810-1066 # 405 - 427 HAve , p I (978) 474-8800 CL z I NOTES g / 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 3, LOTS 74, 75 AND 76. LOCUS EXISTS WITHIN THE R-1 ZONING Salem, Massachusetts APPROVAL UNDER SUBDIVISION p DISTRICT AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. LOCUS IS 2.51± ACRES. 2011 N / CONTROL LAW REQUIRED: Date: April 20, GRAPHIC SCALE I 2. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE PLDE#99-34 Scale: 1" = 20' Sheet 2 of 11 ZS 20 o to 20 +o eo SURVEY CORP., FEBRUARY, 2000. SALEM PLANNING BOARD ' Land Owner: Paul Ferragamo 3. PROPERTY LINE REFERENCES: c� ( IN FEET ) A. LAND COURT PLAN 7159G, DATED 11/5/47, FILED WITH CERTICATE 17949. 419 Highland Avenue, Salem, MA 01970 0 1 inch = 20 ft. B. LAND COURT PLAN 7159D, DATED 12/30/46, FILED WITH CERTIFICATE 17228. C. LAND COURT PLAN 7159F, DATED 2/10/47, FILED WITH CERTIFICATE 17333. PATROWICZ CL + D. LAND COURT PLAN 7159V, DATED 10/18/94, FILED WITH CERTIFICATE 65507. LAND DEVELOPMENT ENGINEERING E. LAND COURT CERTIFICATE 66593, DOCUMENT 317427. 14 Brown Street, Salem, MA 01970 cn F. LAND COURT CERTIFICATE 64096, DOCUMENT 294466. rn G. LAND COURT PLAN 7159B, DATED 5/22/36, FILED WITH CERTIFICATE 11169. (978) 836-6400 B NORTH SHORE SURVEY CORPORATION cn 4. THIS PLAN DOES NOT REPRESENT COMPLIANCE WITH CITY OF SALEM'S ZONING BY-LAWS (DIMENSIONAL VARIANCES 14 Brown Street, Salem, MA 01970 DATE: 978 744-4800 ARE REQUIRED). ( ) r c C III` I \ \ * A1'O 1\ 11 \\ 1 `"0,, \ �` STONE - I I ' I \ \ /Z'� F0 \\ , W/ CHAT NTNG WALL -- - �__ 2�""REE i-X`/'� \ t c J`/ \\ 1 RETgI N LINK _ x .* \ \ \ ',L" - RRv 1 FENCE �� _ I 0 11 ' I A 6 \ \\ / 'fi'Y 2F \ \\ Cr \ \ 1 W 6 \ \\ U 152 "ftIMMOOM 2 I \\\ \\ \ / I Y x I, / fs.1 � \I, \\ 11 \\ 1$1 i - --- - "We 2 ,� / 11 oft" - � 2 V `, �� A s ,v1 1 1 1� \ /•'MAPLE BOULDER \ 12"MAPLE\ 11, 14"MAPLE - `r \ � �1 / \ I __--*II_, \ BOULDER ! n r("� i ,v - v 1 AV // I_� \ / I v � ,�3;::�� / - __ -_ I� '150 \ a 12"MAPLE . 30 \ .'' °- \ / ' - - �• � \ -__ - \ _ 1 55-EXISTING VEGETATION ' �� \\ -­� \\ ,'/ �\ TO REMAIN AS IS `., 2o'cHERRY BOULDER 154 - .. `\ '-, ' \ - ` \ \ r BOULDER I\ _ __�__ \`��_� /` �s � .\ \ �' \\_ � 12"MAPLE 153__ 24"TREE - 1 ` J`Y'' �\ I I \ 1, '1� \ l \ \ _ �. , _ _ \ X O 149 - 15 , / - ` '- � \ \ �� "-' \ � /Mft waft """,\ \ - - -- ? 6 - 6y. 7661111111 I A 1 / , � ./6� B DER \ ' f eOU� qs \\ i 147 5+ \ EXISTING VEGETATION SFR \\ r'J �,-� zo"oaK \ ` 147- -- - - - - - \ TO REMAIN AS IS - oo �, r j 14"OAK 0 \ `1* b -__ I -X_) 1 148 ----- ------- •.•'..%�., \ \ \ _i-/ 14i _ A�_ \ vXi A v ( Ir/ ` / _ • _ 20"LOCUST ` rt46- ' 148 2+ -♦.�,� T 5 \ \\ c I Ln \ • \. , 149 -�- - 146. +. 1 \ 35 - .\ �. � ;000000 \ �' / / �• _QI III \ I .\ . , \ - i -_ - '. ! �•. .• - - _ - - - \ \ ` I - - - - EXISTING VEGETATION TO REMAIN AS IS � / / / � '''/ ••• •,� i / \ ., \ \ \ \\ \\\ - ='- - -\� - --152 L\ " \ I `ti - � / //�� ,�'/ /.'• --- _ 'll 11 L ` 14 I/ V. - - ...r- -.,-••-4.••.,, 1:1.7+ -'` \\ \ \ ,_ - - - _ _ _ //�, / Sr , '%,// e• . r \ 2 _ 4 i 'Al.\ • \ \\\\ \ \ \ -.`;,. /.-r..... Y-; \ v\\\\ \ = \ n !� \ - - -- _ 164 ' \6� Y,vl".Ir /��6/ ��0 �1�j��y'F .�d _ � _ � - _ - - _ v � � / i/\\ / I FFE=1 (.� 6 i •: rte., \\ l \` \ :�,:'�• ••; 151@ �y. �-�► • �'N\ 1 \� _ -\ - :I = \ \ _=1• �` - g3 = - _ - �_- - -,r=' _ ` \ \. - �// y% /F�y"�') ° / FPE=142.5 I • tT. `\ \�` rrL\ ' \ I •.. I _ +151.5 '� \\\ `�' _' `- - -1 - j \\ - - - - - - - - / __ //J� /� ///F •� `�/ // FBE=138.5 'I ' ,. \ ,�\�\,//� \ so _ � - _ _ ��L 157 -�. - } _ ,�77� 160-�� ,_ - '`\ _ _ - - - - - - - - - F ,r .'/ y1� / / \ )III - � I 1 7 - -155 \ / _ _ - - - - - - - - - - - r AD�128 RIM-138.3b '\ \\ •\(' __ •\� ,'••• I I +151.7 �\ -a. - .� -- - _ I_ _ �'� �.- - \\ \ \ _ _ i �_�_ /_ _ - "_ �•�• / /fI' , / /' I I$VQ4t.-a 36,70 "�\ \\ 1 - -__ _____ 1 ______ _ = _ 55_� �I _ �'� fj�fr \\ \ - -_ - - - ,i / /_ i s, .rr.rr.rr.Tr.rr.rr.rr.rr.rr.rr..r. r.rr. / .•''` --- EXPOSED FOUNDATION \ '\• \ \ _ ? � .Z - •'�•�,S4.2+ s /1 \ \\ \ _- - -166== _ - _/ / i• 'cr• TERRACED SLOPE (TYP) 'y„.y�,, // / ./ . - \ - - - •1 1 \ R �] AD#3B RIM=145.45 . -,,-- } � 1Jr1� ==- =7- . �.J/ I 4.b . \�j, \\\\ 4 __ .- - 164 - _ _ i "c•' y,y'`+' - - - - - - - �' / '/ . J _ _ ' • ` '- + 11 INVout=141.20 , ,�/ � __ 138. I 'J' I \ 145.4 -�- .� ;h, _• I ---� •.` \\`� i -- - - --"162- - ..•`�' )'� / - - - - - �,rr. / Q•- _ I +t 38.5 I -tib.. . 1 --- • 0 •• - \ ♦_ _ -- -• _ SPY T R�R. T T91!�7 Ix+ 1�111`�� .....,144.5+I 4s - ----- I, i / � J \ �3 FFE=153.0 1 :\\ �`. \\ ._�%-�' I.I _ // 'ao\ - .,.. *^^'�"t"r..�.^' ;y - /�.•``' �T �15e'-' /•�� - + I I I / I I I FPE-148.0 I 147.s -__ ' ► - _ �. - --- - - 4�- 1 I I , FBE=144.0 ' /1 ^-` .\ 'a ,\6e- I / _ \ \ '�•_• ""x•80" .. -• '�_= ' -W�l165 _ - 7 _ ,�'•- 1s �' -154 - -�- - - A I \ $ so\ / \\ 1,4T7+� I I • _ - •_ = _ -158-, .�, T.. s_ , - ---- I F I \ W \\ \\ / \ i� I - - �,rr.rr.Tr.?7• �• �.�'� ------ T--.-.--1•rJ,3- - - - - - - �. •\ ROOF DOWNSPOUTS I I _-c ,c ` '�. ,,.r., j ••Y / � CONNECTED TO ROOF i I 1 I .,�", \\ / / _ - . - - - - - LEADERS DIRECTED TO - / i.- T PORCH I / I/ - "' - - � i / CUL-TEC STORMWATER /, / I I �� \ \ '' ____---_ V _ - _ <.� CULTEC#3 / � //; ��� \- .,+.•,.+156 � .\,_�_ •i 'C\-\a, \ �� - t `�/ \ _ DESIGNED FOR STORM LAGG NG Iv, 4 "'' - - - / 15,x`'•' - �� I --- I �.- ";... - - .I v MANAGEMENT SYSTEM --�- /\//� Ps--- f \� �. J \ �-���^ -. _ _ I `\ ( ) ' l - �` # � � 1154_ 153.j+1 -�, �... I , ,'%/ / ,/ ^ 11\ - I (TYPICAL) / j / / STEPS� r \ , \' 1 EXPpSEo F pQ\ C I ' 1 / l 6 `\ o� FFE=155.5 c - - _ _ ,' - I 16 I •.. / / / 1 \ ` - - - --__ ouwDAn� $ I _/ - -1 / ' 4 FPE=150.5 z - ----- i I ! ^ �•\ _ 45 O f ' /// i / / CULTEC#2 F ,�-- - __-_-_ \ I \ i � ^ ` ^ \ FBE=146.5 i ' / - - / _ _ _ 147 .1 I W �O / / � DESIGNED FOR STORM LAGGING) 44 __ _ �+- - -. - - I +152.4 _ ___ - / �..... cD _ .�_ \ _4� - I `mac �/ �, +146.2_AD{�58 RIM=146.65 146 \�j - - / // / 1 \ + +- j \ - / \ I -- i /. \ / •- Afj I �143� - I \ I \ 1 „ E O INVout=142.40 4J / / / i I + rr✓`�� i �r Ln ;x +147.2 CULTEC#4 \ I S6 5 / '/ 138 \ \ \ - 4LF 8�D 1 XPOS W I -/ # / / / // �,- - \ - - \ �,�, STEPS i -_ (DESIGNED FOR STORAGE) ,.I r \ ED FAUN `� / I U / / , " 1 - - / \\ _ I - 2- \ \ �/ 0 2.6X) _ / / , , _-_-_-- Dgnav .-I -15C)" ;r-' 1 I FFE=154.5 c ;r - -149 � / I �ti i / I 4 - �A \ \ \ O2.6z/ / 1 �� �,o •', / - \ \ / \1 / ; , , \, I� - �•' / I l FPE-14 5 �� _ / - �1eB - 1 P - / / /\ ,• ��. 1 I, \ AD�3A RIM=144.45 / , . 1W - 1 sS,\ / I I - , / //^ /�D R34.7 / / / / I . ,� � / _ ��NVbut-141.20 / ) / �`\ l`.C_,- ---1•'' 1' \) ,,65 ): I I t FBE=145.5 , -' // // // •.,..•,. .. ,•.�/ I IN { RI �37. � �-'' - 1 FLAT AREA DESIGNED I I CULTEC 5 8.5 �/' P`' ��W V` vv A \ �' A ERSH \ / - 6� I +149.3 / / ( I: h- DESIGNED FOR STORM LAGGING / / / ''-�' t I LB#2 20LR 8"D / \\\ - _\ -- - --- -----, �D DI I _ - /'' �+ - ''� pQRL. 1 - / TO SLOW OVERLAND FLOW) /• I \ I � I �.., -147- \ \\ I! i / // / 139.7+ ...... ' - \ :RIM-137.90 I 0 1.OX) / f'\ _ - -- -� r \� RIM-146.95 �\.\ TEPS,, x I -1�__ __ ,,149.9 � I"`^i► l I f -- / .• 11I _ , \ :INVIn=134.50 \ \ I +- .-- 161 \ - _ N oUt=143.70 _ _ / _ . \ / / 1 + IL \ `INVout=134.75/ NI �.' - / - 1 // \ - I i.l i 1, I I I - 2LF 8 D"-• W 39.8 \ _ _ - _ \ \ __ S I ,, � ,,, / i ,�. _ _ \ \ - `fn - ! n '- / ♦ ♦ ��q, -� \ �' ` \ DOGE\' Q 0\� \ \ /, i CB �\ - _� \ \RID ELIN 1sT \ _ �r k \\ I +146.5 -I} ---- -- �2- s?s--i F---- 11 PORCH oS 2Rsz) , \ `° c • G + - - / Oq / Ir QRS E� \\ \ / -t 41.40 4 D _;__ �WgTER \ -1 \ 4 .+� 150- �`^'� -11-1 - -- F. r: I -INVout=142.40 _ apAfiOa' I � - _ _ - 14 '' \\ (DE, A \ ' \� I \ _ RIM-t= / \ E 1 \ ,49.2 ig / (' - \ U S 4 EXPOSED F_Qll r 5 I �, / // //� �� +131.4 � ��#2/� 1, I \\ I \SMB_#3 , INVout 137.25 ) /\ HE-D DI�IpE� 8� - \ 1-- S ....... I ^ 1 �_- ---- -------------- I =.• /'�\ \ I j / \ / / / / - I \ �� I 0,• 11� / \ / LB�l3 ,-- _ \ - \ � - _ 1 - - - I- I :t I I . 1�'I Iii- � `}� � 159 �. \. w / / P/ /' !� /� - -"137. I DMH#7 \\ I b " a / \ / RIM�145.05 _ -16p--__ \ `14�' - - --J, - _ ` "D R3 8 ,--\\ I \ / O \ \ Min-141.10 _ _ -- - _ I L_,_ _� `-_ ' _ -- 6E[ Ia) 2'G / / , ,/ // � I I RIM-141.00 I T 1.0 8 \ / /\ - _ - / I ---- --- =-==` --- __ _160- - - _ L / / •\ INVIn 137.00(ALL) 1 \ I / \ INVout=141.80 / - \ i STEPS •• - �ROa11��44NHOLEI • \ P/ / F / / : I L �Q / - _ ,�............. -144-• RIM=144`50 ! :1 \ / , ---- ---1 -N-_ -I I INVout=136.80 'I I / > \ 1 / --__`- 40- �- � \ I- \ - / __� �C \ _ - / �,/ / T INVIn-142.'QO \\•, .. / 1 , : - I I n _ - / ss / / 75g �.. \ f� - 95 -`^�► wy 15 INVo4t�1.38 r�4 •. I _ \ 7�\"L ♦♦ FFE-141 5 I // � \ - 1 I �� ' -1 " I i\\s I / / w is2 � NE--`j IADwv'�°t-RIII 4z.40 .�.,�.. ..r........ .k.-�.:..... .... / r 5 . o / r 1 - I - - v / / vv / (WATERSHED DIVIDE RIM144175 •. /. FPE=136.5 1 X136- 1 / \ w N .P I `\ � /\ +HP:148.70 - � -' ) -- ".156 - __z_ INVIn14*/775 l / I ,/ FBE=132.5 \ \ 1 'o % i O O'Ct°Sp N _ I \\ I ` � - / 's8 // \\ 148.z � / a \5a // -ti\ / / j� / / INvo�f-14z.o5 �, - - _ , 5 / // �e / �/; \ \ \ :S� 2.0� ` / - `"\iii \ 5' __ - �'° \ R I / CB#9 RIM=14 _ -- -- \ - / // /� \ \ \ INVIn=140. 0(4"UD) I 1 --_-- ----" - ---------------------- ------ _ \ • 4 1 9.2 // .�0 // ` �40LF 8"D >v' � . � INVout=137115 \\ _ I `., I _ - s� / -160---- j- - "iy "" ► \ / / �� / (SDR35) \ /\ \ N \ , \ \ L71 I / - \ \ / i , O 9.37X \ LB#7A \ ^ \ I I - _1� _ / ---------'- \ < / 1 �14LF 12"D /\ / ♦ 3° 1, RIM=140.00 A ----- / \ / v` - A - \ - -� \ 0 2.OX / / I \ ♦ F+A '� -' X35 j' \ \ / �� INV n=135.90 \ - / - \\ I I \\ I I _-= ' \ \ CB#1 O \ i OX 16LF 8"D /� / ♦ O l�7$ / \ •• ' LB 76 INVout=136.00 �r -------/ \�_� \ _ 59 I % \ \ \ \ RIM=141.00 _ / (SDR35) / / / }♦♦ ` O �i • . CB#5 / <- -- I \\ �1 1 �_ \ \ 1 INVIn=139.40(4"UD) / -�\ v 156 __A I /11 r / T► 133.6 \\ O� \ RIM=135.0 # \ VN \ \\ 1 �� - ` S P / I \ \INVout=136.58 \ / \ / & RIM=138.00 \ \ / / w M�#4 / I 11 3 OX INVou729. 0 9 / - �� AI ( 6\ 134.90 \ /^ ^ �I v--- > HP:148.44 �- - �_ _ - �I�" A I i AD 18 6t(M- 3.11 `S' \ INVout113500 /\ ,143 E �.,-\ --is \ -- �I 11 1 1 \ 1 G , T \ - INvout-1 DMH / \ / r RDG a __755 - Sa ` _ I I \ \ , DMH#12 O INVIn 133 0 4"UD -- -- -----141- "- �` / �i ♦' v ' Av ' ' \ - I I I 1 RIMn=136.0 / h ,' \ LB#6B - / _ I \ - 1 INVin=136.20(CB#11) / ♦� /; / RIM=kJ5.00 \ _ �, _- '-- \ = _ _ _ __�_ - INVIn=136.30 CB 10 �. / / �f •,, , y \ _ \ RIM=136.20 t. ! / �', f yAD�11 RIM-143.45 , - - _ - - - I _ I _ \ I ( Il ) / / i /� \ 11 ,/ . �i \ INVI�i=131.00(ALL) NVn=132.40 ' - \\ / / j IWVout=140.20 I \ ,r _-1 \ J-------- I - -- - - 152 I - I y� INVIn=136.30(LB�yS) / - / -\ \ �\ / 134.4 -+ out-129.65 \ INVout=133.00' 'sw`_� \ ,/ / / \� ---- ------ 7 / / I I \ h I INVout=136.00 / / i' \ /' 134.5 - --+ CHECK \ W \ /' 144- ` 1 `--- - \ 5 -- / \♦ , 134.3 y+ DAM 1OLF 12"D / n / \ 1 1 / \ , -� '♦� /\/ __ /- I I I C #11 ej ' M / / (TYP) (SDR35) I I RIM-135.00 \ ( , ^ --155-- -- e} RI -141.00 � 0 t.ox t-- I '' / 1 \ S7FDS 'I - - +148.20 / 6 -t---- .- a � /� 133.3+ I INVin-133.40(4"UD ) 1\ 1 �'�' Z. \ / � \ =_ a. I / / - - v ( )_ 9 15 INVIn-139.40 4"UD ' \< +fi33.5 o O \ - '1 • \ gib" �__ 7 INVout=131.10 I\ / ` 1 A __ '`� / / / ^ IrlVout-136.58 , ` \ ' \ v A �- i v rt / r CULTEC#11 )-� _ \ AD�f10 Hlf 1-147.95 +HP:148.70 / / \I A `'\ �1� \ \ \ \� / #2 ' / `,: '1 0 I .dI I (DESIGNED FOR STORAGE) , -_ _ you 70\ / / / \\\ \ \ \ TOLE 12'D \ \ \ CuLTEC#1 _ \ - {- --- / / - - 5LF 12"D '3s ! I ♦j / - --\ ( AT SHED \ _ � \ (SDR35) \ I \ \ 1 \ ER m t.ox - snR3s1 1 , 7L DMD ---- 11 I ��y \ (DESIGNED FOR STORM LAGGING i \ , -" E {-----_____ 11I, \ \ \ J m2o.ox / \\ \ �� \ ' . / 25LF 12"D i 1 \ - RCH \ ^ /S2 / / J \ --4 - - ► \ \ \ \ \ \ \ ; ; 73 \ (SDR35) - 5LF 12 D \ \ .41I \ ' 1 , '♦ / _ \ q \ .�y. , I \ - - \ \\ \ \ \\ ♦`` 4" ' N\'`-, N \ - - ( ) \\ / 144.3 b ' T` 5 \f �S \ rte \ `^. S 4" O 1.0X /, (SDR35) I 5LF 12'D � �!'� \ r tD2.0% SDR35 \ ' i 54 I \ \ \ \\ r\ \ 1 \ ` \ \ �\ `\ ' \ 131?, \ ®'1.U% \ i , i i , ` �/I / , \ \' \ \ ` '„ Q , % \ .� � / , \ _ -135-`. \ \ \\ + 1 1 I f '+>i ii Ic,i w ......... ,/ / I I \ \ I \ ~ /''; ��I / \ I - -, 1 \ \ I I l / +4- l I , .. ,�............ / "(WATERSHED DIVID / I \ ) I I, X, '� �- 'S'y \ \ i \ I _f:i._ I N ,_V- / � r r AD/9 RIM-145.95 /\ , �w A ( 'DMH#67 �, v v 1 ► iso. / +148.3 p 148.4 148.6 -I -` AII. -�- I�W60twI ) / A / /�' �� I I I �,I 133 2 \ ,' / \ -t 34 I - DROP MANHOLE I \\ , UNDERGROUND ROOF LEADER I / y } + / -�► I i � IN ECTION PORT / \ 4-PVC SCH40 TYP.(DIRECTED TO - \ \ �y ��� / � X A/ ` II I I - + -- ' �� \ ,(CLEAN-OUT) RIM-135.80 1_ 1 \\ 1 CULTEC LEACHING CHAMBERS IN __ - CULTEC#10 I - - ( i� \ SLF 8'D • I "' - -- ------ - '� AD�11A RIM-132.95 -y� � ''•• ,, \ _ /L-___ ,I \ ) � -\'� \ /SDR35\ INYout=129.70 ` ,i I _ INVIn-1',12. LBI168) -a � \ r� 1 DRIVEWAY) 1 1 - __ (DESIGNED FOR STORAGE) I ^t ........ I 6 2 \\ �I -__ 1----- / _ `140 �' \ \ ♦ xi .o� B ' -133- - //�/ t \ SLF t2"D�� INV1r,� 35.90 L8 7A) \\ `\ 1 i I f � '•• - --=\�2-- 14 . �\ \� ----- ---- +'43.1 ,( 7 \---------i' \ .� A (SDR35) layout=130.29 , FFE-15' 5 I --- � --- R ----- ------ . '' -� -j^"� v / \ \\ \ \� / - I LB#6A 02.oX (sol33s�/ /' \ PORCH ------ I Ex 1 I TION _ \ 1 I I � . �..r' i t i '^ + I i \ \ / \ / / �\ 144.0 FPE=147.5 = ' _ ___ +149.0 '� I I I I POS�FD F NDA I \ \ \ \ / INVIn135.500 / 5 O(-0•Ix �,, DOWNSPOUTS TYP nNAL FBE=143.5 F--- ---- --- 1 I I•I �' I I \ � \ \ \ \ I RIM-135.50 \ , / / \\ \ ?- -\ 1 S2 +146.5 I t /PORCH 49 \ \ / / \ FLA 3 / DESIGN BY ARCHITECT p \ -� r� I ; I I ..139 \ - ...�3 /. - s►J. -�t, \ W _ , 'i # 10 I &o I I Ii / / LB#1 INVout-132.50 / �/ / �' \. \ I 149 \�- _ I I -- --- - RIM-133.50 1 \ \ \ �B#1/ \ '' '- , CULTEC-AB / / / - \ L o�ED- I: / \ \ �41.5f D(Dq 110N 1`I (+ N I .4 +138. (DEE E _ 151 ( I -----1 l-------I F-------� ' '-- --- '- 38 INVin=129.82 / \ / \ \�� TOP OF STONE-1330 / / / \\t, EXP__-_ `` -150- -_ FFE-150.0 wvout-129.70 I / \ I �/ / / - - \ �. \ /�� \ _ - - � - FPE-149.5 I , 't -- < / , _ -.,.r / TOP OF CULTEC=132.5 _ _ BOTTOM OF CULTEC=130.29 / \ _ - I ' +I z / 1 CREATE SLIG NE AT I / \ C14M I / BOTTOM OF STONE 129.79 / / 132 / \ \ \ \ 142.5+ 4 i �. °� ^ ;I . BACK OF SIDEWALK SO I I / \ / AM / INVIn=130.29 / / .•j / \ \\ ,� , 4+ I\ FBE=141.0 #e7 � / I \ (T1 P) I INVout=130.29 / / / \ 4 1 ) / r RUNOFF FROM THE DRIVEN Y / / / s `L �/ / - � - � 1 CULTEC 9 _ 137 / 1, / - -1�2- - } / l/ ,'% j / • \ \ \ �, ', -1403 �_ I \\ I - - �` -_-- ----- _ o- FFE 148.5 / IS DIRECTED TOWARDS THE / / / - - \ 148.6 -t 50-- --�� _ ___ -15 (DESIGNED FOR STORAGE) _ R ' \ AREA DRAIN AND CUL-TEC ao 1 / // SP` / /> // // \ \ \ \, WAIKWT \\\ / \ + 4s \148.7+ _ �,�4 / / �p 1� '\ I \ `\ ------ -- \ - 147 '� QQ / \ STORMWATER MANAGEMENT _J--- - - --- - - ��o/ -' l / / / / \ \ N. - 13g -�--__ I - I FBE-139.0 W _/- T - J f/ / / ,; / / I I \ \ \ N. 142.8 � 148 - - I / / SYSTEM (TYPICAL) � - / ,-) -- ,9 5 % / / 1:� ! \, - - 'A t I / J 136 ` 1 / ,. S 4"N ERFORATED ® -T / 4 I \ � / //'� % / / / `' +128:x'' I \ \ \ .-__ ,___ �. � O\\ -.-. 147- -. - - - \ '- -� � �� _ � .. � � .�...... //� 11 / 1 U DERDRAIN (UD) i \- - 1 3+ I / --- -------- -- / TYP. TO DRY OUT / / / j l W 36 - <: 148 / -- ------ ----- -- - 38 / / THE CRUSHED STONE j I / / % / / `\ " ., ,1, 1\ \\ , ?► - WALKOUT I I / - �_ \ 48 --- ' 1 ROADSIDE SWALE /, / / / / DETENTION BA$IN-AB I \ _ - - 1 - / Q cV 135-"- - /' ; / / 1� / :I I \ - \ -145, `__ ------ 146.7 146.6+ 143.0+ I \� /I / CB#2 ,[( 1 I I �/ / / ,•;�/ / / { \ \ \ \ �'`'" +140.3 l , + I I LAWN DEPRESSION �I PINE �' ; / FLAT-TOP CB 1 I I I / / - -- - -- .. \134 I e \ - - - j--�_�_1-46- - - - - - I WALKOUT 9 -��' 131.4 RIM=131 00 / # 1 \, I I si Ei -nO4 PORT) --- \ y - _ --------------- / DE BASIN-9 I a _. DETENTION Q I - --' 131.5 -+ INVin=129.40(4" 0) FLAT TOP \ CLEAN- T) .• / / UMITS OF CRUSHED STONE- \ \ •\ \ \, \ - 14- PATIO --_ -- 1_45.0+ - -- --_ TE137.5+ 2900 RIM=131 00 1 11_ � , / / / BOTTOM ( j 1� >� \ 3 ( ,r _ ------------ - T44*G +138.3 _-- ► I 1 e- - -_-_-- � INVout=1 , r - _e / BO M 2-FEET MIN. DEPTH - - -- - _ ___ N 1 134------ ' 131.6 �+ \ INVin=129.40(4" (rl \ / - \� 4"PERFORATED (SEE ETAIL SHEET 8) ) �� >\ \ \ `' - -- - - -- �- UMITS OF CRUSHED STONE / 11 1 O CHECK ,\ INVout=129.0.0 N 11// UNDERDRAIN (UD) p \ \ \ _____- 14 -.__ _ __ - --��� - - -- 4a ' ,' -vs► OM (2-FEET MIN. DEPTH) TYP. TO DRY OUT \ 1 PATIO 4100 DAM \ F 1 4LF 12 D \ ,e -- __- -__- _ --- / • \ (SEE DETAIL SHEET 8) 6 \ J 1 THE CRUSHED STONE \ \ _- \ - r (TYP) \ ` 0 (SDR35) Ndo it-130.20 ; \ - - __ --145--- ---- y i 1 1' - T_ 410 (er O J BOTTOM of `\ ENHANCED LANDSCAPING FOR --_ _ / a 2.2X , \ \ ,, - •y - 8W:138.1 8 38.1 v ) SID i,z� I ) O ' nETENTION BASIN \ \ - - -- - - \ - ti" EWAIK / 1Ox \ (SOR f? \ - HEADWALL#3 ,,i 4" (am PERFORATED N\ - - _ _ 138 -' - - _ - / -r - d E FORAYED UI�DERDRAI �, PRIVACY SREENING 39- 1 1 ----- f _ r� ----L- o \ - "c - -- 142 A0 :58 �. \ C:) �` SAH 1 / _�_ t _ ,,1 TW .....-� N R S - ''� , �-., INvout=128.40 ---- ! \ \ \. -_ - _ ---__- LAWN DEPRESSION - 1 _ \ 1 l o•� ---------- -- _ 3 --------- - � - 137- -- _ J TEN 6 ., �� 04 �� 129 ,_i 6 diam. PERRORATED UNDERDRAAy \ \ _ -- �, ---� 138.Q+ - W: - - - _ -_ _130--_ _ - ---- o - �' BW134 3 -- / v -13 DMH#3 --- \ 31- - - - - - - - - - „�- - - _ ` \ _-_ - --- - - •..+, :�1- -- --- ' - - - -=\-_ �.'�.: - - `'--/ � .� , - .-- _._ .+. �..•'• \ - ", 138 ENHANCED LANDSCAPING FOR 33 '`^^► - Ill •" a) MM--1-3t0q .....�. '� ,_ _ \ R A --_� '------ - TOP OF ERM: 13a.s -- PRIVACY SREENING INSTALL RUBBER ROOFING ON ti T ,• N INVIn-128.95(CBpt) 8W.131.0 a,. 131 - - `�� \ � •• .TNA HT' --- _--- ----__ -- I LIMITS of CRUSHED�"Lr - - - ---------"- UP-GRADIENT SIDE OF RET.WALL TO r N RELOCATE __ .� INVIn-128.65(C81�2) TW.132.1 \` 4 - - - - FI - - -- �....., i:/ E - --___ ENHANCED LANDSCAPING FOR � BOTTOM (2-FEET MIN. DEPTH) - ----- __135 - Q .[`�f -- - PER ELEC.CO 130.7 INVIn-128.65 LB 1 BW:130.5 L_,. - - - --- - ++�J Ij SEE GEIAIL arlttr a I- ( N ) TW 132.1 GRASS SWq _ _ ME1v _ PRIVACY SREENING ( ) ��,, - --- -- - - _ -' _ _ U) MATCH EXISTING EX.CON - - - - _ �\ -131 - _ _ ---- - _ _ i _ MINIMIZE WEEPING O GUTTER GRADE C•SIDEWALK 8W:130.2 TW:132.1 --- �. _ -- �• - �v...�-131 GR ,.�-ty - -_ - --13 ____-- - v ' ' d -wy tOLF 12"0 TW:132.1-- ---- - -ASS SWALE -_ - - _ _ \,��• -- - __ _ ---___ -\13 , _-- - " " ---- O / CLO - - - - � ,. - a. - -------------- - I--- ------- -- _ 5 UJ SE WITH NEW CURB (soR3s) ; WCS-AB ew:t3a1 - - - • �. . .�, �./.,._ �.... ^- -•�. ,, __- - --- - ___ - _ _ - --- -"---- - ------- --------- ___- I ----- > �' - - 'w MAfiCN 0 6.91E -- - - -- -- ) 1 _ - - - - - _ --.- - -- --' , �\ CB RIM-131.00 TW 132.1 - -- - - _ •• ••• -: �T O IRG ��ir'= ,.a■a : e `-LR© - BW 129.8 - - ------ ------ - _ 12.5 „•' U HLAND ��' a 'Ns v -'�-oots'+wls-�: uuT L. P.*,' I INVIn-126.2(6"UD) TW:132.1 _ --- ................. ........ -130'' / -_- ... ...,. . ..... 06 ,, / INVout=126.0 (REPLACE EXISTING 8W:129.8 _ IPE WITH NEW DRAIN PIPE TW:132.1 '���+• ---_-.__ •••-•'•-------- •••• - - I o � � NOTE: ALL DRAINAGE STRUCTURES: INSTALL RUBBER ROOFING ON \\ --„\„� -_ ) BW:129.5 ��► ;�,�� � � TW:132.1 - --- _ - . . Urry LEACHING BASINS, CULTEC UP-GRADIENT SIDE OF RET.WALL TO ,.•.•••,,..••.0 (1?0 J CH BASI 1 MINIMIZE WEEPING RIM 129.65�, CB X18@86 TW 132.5 .'. � ► �`► _.. .... "'"-► ..�........ . _......-..GRASS SWALE . .�. s L.P. ......E .... O SYSTEMS, CAT NS, AREA 1`__ %I/ % DRAINS (ON LOTS ADJACENT TO INV{lut-12 61 \z9 -� L P - EXISTING CONCRETE SIDEWALK RTI-1 K INVout=126.61 ]VO DRIVEIPAYS), DRIVETPAY CULTECS, )�' I USE EXISTING INVIn ?e 12� "U ROADWAY STPALES, DRAIN MANHOLES Q 0 0 S DETENTION x \ cy V ,N ..- AND DRAIN LINE ( I - - rn / t BASWS, ETC SHALL BE PROPERLY , � � ( MAINTAINED BY HOMEOWNER'S \ � _ I / /" I--* i •j ASSOCIATION. .../ z: WHITE LINE \\I d T ___ DMX x,6866 - ���"�./�:�.�,i�/'��''�' _ILL, �`V --__ - � 1 U.j RIM-131.97 3 e - INVin-126.19 Q INVout-126.°8 16"G/RICP)� ° STOP LIGHT Q z __ _ rj� � r g \\\ -1", 1-1 r_4 DEFINITIVE - % --__ _ I -0 �, - �___- WHITE LINE 1 \ I I I I DMH X16864 /I - --------------- __----- INVin-124.67016@66) Q I INVin-124.29(/6886) - -- INV{n-127.13016886) � SUBDIVISION G 16��f')� _ -- _ _ INVin=125.91(1�fI 9 1�I _ -INVout-f24.28 LL I --_________1S.. 72 GRADING & DRAINAGE�' (L. I . D .) � Drip)--------- � 9 %'; ----.----------------------------------------------- for `% �_ 7 UTH13o --- ------------------------------------------ - v -f6"D(RCp) --------- -__-__-__-__ ______ � ______ 11 RESIDENTIAL__ LOTS - w 4 for a site at 0 C9 #6886 I RIM-150.92 Z ;' INv°,-126.91 # 405- 427 Highland Ave , Salem,11 q \ Massachusetts J WHITE LINE , \toNOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, ° / THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL Date: April 20, 2011 APPROVAL UNDER SUBDIVISION N 4 \ 0) CONTROL LAW REQUIRED: GRAPHIC SCALE /� ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. PLDE#99-34 Scale: 1" = 10' Sheet 3a of 11 � SALEM PLANNING BOARD 10 0 5 10 20 40 /% 131- \\\ ° \\\ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Land Owner: Paul Ferragamo 2 / DMH X6886 419 Highland Avenue, Salem, MA 01970 ^� ( IN FEET ) RIM-131.61 P\, OF MgsS 3 1 inch = 10 rt. WHITE LINE �� PATROWICZ '�,, SCOTT IAN yG CL I 2 PATCIVIL y 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS LAND DEVELOPMENT ENGINEERING = _ o CIVIL 8 v -9tNNo'3365640 `4 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS 14 Brown Street, Salem, MA 01970 rn ,! A9oF si A`�G� 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT (978) 836-6400 ce ,yee61 AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ a __AIM-1 sr,� �TO��G€ FID fib B€=€fa�WAWE I XALTRATIBN NORTH SHORE SURVEY CORPORATION N0. DATE DESCRIPTION 14 Brown Street, Salem, MA 01970 M DATE: (978) 744-4800 a� E U O ° U // \\ \% -'--'� \\ 11A0 / \ / I I �� \ � \ I \\\\ #5 \%\ � \ ffu r I ------- /- ��111 \ 1y9G �l � \ / I I I i \\ \ � - % " � ", \ 1� " '\ '' ",\" `N \ � - O \ \ / , \ \ \ \ . � ' \ \ \ / .\ \ \\\ \\\ \\\ \11 "I \\ / _ / \ � I" 1 '-� \ PCO \\ \ \ \\ \� ------ - / 4 i \ �- \ // ' \ - �� L \\ 'N\9,ygpF �\ \\ cp -y%- \ / ' I ZY tiF \\ A\ U0 0 \ \ �� V - 1 0 a+ `� - 1 \ \ / w \ 1, I - / \ r ' I e i \`11. \ \ GRAPHIC SCALE . \ '\\ � � 10 0 5 10 20 40 / r �A I I v � -� \ 11 1, v v v \ / I #3 ;�,., �, \� `� A v ( IN FEET ) / \ \ / \ -w�► \ \ \ 1 inch = 10 ft. `, vv , . v � vv vv v I ' % " \ v // 1,\ \ \ - ---- I 1, � // \\ _ \ > lj \ r \ r � / I tr� �� \NN �� v-� / `%-�, \ \� HJT \\ � ' � \ I J`- \\ \\\ \\ / 14"OAK \\ ` \� \�\\ ,// / ----y--W \ 'A 0 \\00P - - ' `\ so, I / \ LEGEND ,1. \ 435 oopw- ,6� �0 I '- , ��� . � ,��,,,- -.-��� Ln ,�_1 � v DRAINAGE: LOW IMPACT DEVELOPMENT (LID) /�� .�",JI" ' :�= '�" r-•-�•� �`1 ' A' �' \ STORMWATER MANAGEMENT / / y �� � •'" ( /I INSPECTION PORT (CLEAN-OUT) _ EXISTING VEGETATION TO REMAIN AS IS / / / �' ✓, � �..6l W,.yA5b''' - -151-- -�^ 1 � � I / +127. TW:127.1 \ \ 1 / r�' �• ,y I - • , 4"PVC-SDR35 ROOF LEADER (RD) DRAINAGE PIPES TO CONNECT TO CULTEC / // t!' '�/ �' i J- - - 1 �, i - \ \ '+127.5;" MODEL:280HD UNDERGROUND LEACHING CHAMBERS /�/' / 'fir ✓ �///!• 'Y• / _-� 11-- - - � \ \\ \ r \ A / - '',� +BW:125. �. +► \ > ' � ..... // Co. �� / �'} ,� 1.49.. -"-\s7 �'� / .",'4y' r.a ,�f-� / /� / "1' '''�.�• \\ ;`i -'* \ /\ . / I \11 \\' \ XV DOWNSPOUTS (APPROXIMATE LOCATION). GUTTERS SHALL BE DIRECTED TO THESE 3 / /�' / / F ✓' ) i / / /.•• -----/-a- '•\ I \ / i - "I, \ DOWNSPOUTS, SO THAT ALL RUNOFF FROM THE ROOF IS PIPED (BY ROOF LEADERS) . - - - - - _ _ - _ / // /F '�/ / 'F / // / / � •��,�\�-' l O '�- / �'' \ TO THE CULTEC UNDERGROUND STORAGE FOR RETENTION AND EXFILTRATION - - - - - - - -- - - - / '/ �' �y a -- I: •`' ••� I (, HEADWALL 17 _ \ \ +- BW:124.6 \ ,. , - - - - - - - - - - - - -- - - - f / 51� 1491+ .',r- \ • I .' \ l �, '- y'f •,(Nvout=126.7 _ '----TW:127.1 AREA DRAINS (GRATE:24 X24' WITH 4-FOOT DEEP SUMP) WITHIN EACH DRIVEWAY TO -- - - - - - - - - - r i . \• � _ 4LF 12"D \I I '\ I\� � COLLECT ALL RUNOFF FROM THE DRIVEWAY AND DIRECT IT TO CULTEC SYSTEM WITH I l,.� " _- i �� � _ - - - - - - - - - - �' // / /.•' i i l l i /� (SDR35) -166- - - _ - - - - .'., .,T.�.- .�••�•�.�.. ...r.�• '" ' - \ --' \' ,� \ ; 4"PVC-SDR35 DRAIN PIPES. INSTALL A WATERSHED DIVIDE AT THE BACK OF THE -�- - _ - - - -_ - '� ��� .�.�. / .� / . "� -- -,` \ 149.2` - \ - �'.\ _ PARCEL A I / j. --; �, ®�X \ \ - �, TERRACED SLOPE (TYP) .y / \ I �/ / \ SIDEWALK (SO RAINWATER FALLING ON THE DRIVEWAY STAYS WITHIN THE DRIVEWAY _ - _ �•• .i.ay---.....-...� -u_ - a.."---� i 1 r / � \ • \ -��\ice► �I I Y l'' , 'N 4 _ - 1 _ ' �• _ - - - - _ T - =_ / • ,•/ 1 \\ \. \ - t� r, ,.� ` % �• /% � / / � \, \ \ \ AND THEN INTO THE AREAD DRAIN). THE RUNOFF WATER ON THE SIDEWALK FLOWS - 64- - - _ _ I /,, � N \ \ ✓\ TOWARDS THE PROPOSED SUBDIVISION ROAD GUTTER. \\�-'_ - - -- �,r,,.+,� 2 r�•� .Y` /j -�,.-. .+...-. r... ....,.,-•.�•�'� / a�/ ,,(.• •'W \\ ••I. �� / _�..i s i CULTEC-D / j\�yf l ) 122.2 ,�j\ \ \ BW:125.0 r•. '�-' . / ." .../ / .� '. - /1 TOP OF STONE=129.5 `` .% / V I + \ \ \ �\ - -.^�^ v� � �' ••/ - �► TOP OF CULTEC-129.0 't TW:127,1 4"PERFORATED UNDERDRAIN PIPES PVC-SRD35 AT THE BOTTOM OF THE CRUSHED '�-V!- �- � ' - �`' �`1 / •'� - - / ' I SOT OM F =1 s.7 t `fi. \% \ ' \ '` STONE INSIDE THE ROADSIDE DRAINAGE SWALES CONNECTED TO THE CATCH BASINS^ 8 0 CULTEC 2 9 '•`,:.s ,.,.••••rT80 _ - -� -�_- / /,,-' - � _ _ / I BOTTOM OF STONE-1 \, \ \ I WITHIN THE PROPOSED ROAD � \ � - - _ - -158-� ,�.�•�.' '4--165 ---154-�� - - - -- /, - // / / / I I /i INV n=126.79 / /' ! / LIMITS of CRUSHED STONE Y \ _ _ __ / # / �V / DETENTION BASIN-D \ \ - - - ���• _ �� - i i / 1�0vout 126.79 / \ , \ , ` INSTALL RUBBER ROOFING ON \ .• .,� ".�.,-r. .-W1 ---- - - - - - FFE-150.5 _ _ / I I - ;. BOTTOM -,.......•..•.• 1,53 - \ FPE-145.5 � - 147 / _ /' / / , t / (2-FEET MIN. DEPTH) - 1•� -Y ► \ CHECK DAMS (SLIGHT EARTHEN MOUNDS) DESIGNED TO SLOW THE WATER INSIDE THE _ [ '�\ / rn UP-GRADIENT SIDE OF RET.WALL TO "'T•^"�' i2 ,r✓''�i '" Y _ \� \ / , \ /./ / / I _ ,v\ y Iy _�. /I / / , SEE DETAIL SHEEZ•� , \', \ 1 +138.7 DRAINAGE SWALE AND OTHER EARTHEN BASINS IN LAWN AREAS), DESIGNED SO TO - / X. 2(�-..,,u.y`" �� IS3.9t - �' - - - - - - '. I \ / / J N / ( /- (--- �--7�------- ; \ MINIMIZE WEEPING 138.8 ( ) \ \ ' L.,•,,,:,�.•,�•• t56"�-- - _ \ FBE=141.5 I: l - � / / /I _ - ,�•,,, ' / x� l /� I\ \ I Tw:t27.1 \ FORCE WATER INTO THE CRUSHED STONE BELOW, THUS TO INCREASE TIME OF � - - _ - •1 - <r - - / •/,' f• I M / /'`r / ^� 1 gW:125.9 \ 'A I- _ -_---f"I54- .,'- •• 153.•+ ---- -�-- .1 •7�'• :a \ -. / / - / \/ / L' --� •/ / ,// ' ") / / N 4"diam. PERFORATED 1\-- . T \ CONCENTRATION ( __ i - 15 I I • / 151- - - T'- I ,,,, / \\ . .! •`, --, / �\\ M j / / / UNDERDRAIN (UD) 4'diam. PERFORATED UNDERDRAIN (typ) 4 I / / • I i - /�/ --_ /� l \ 1 1 MITIGATIVE STORMWATER CONTROLS USING CRUSHED STONE SWALES AND/OR - - �i I ,� I ^� \\ \ \\ �145� / / r' , / / i� J / / \ TYP. TO DRY OUT \` \ .,' I I I ••,/, \ '•�• Uv j THE CRUSHED STONE EARTHEN BASINS DESIGNED TO ALLOW RAINWATER TO INFILTRATE INTO THE GROUND _ ('�, _ / \ - = �'-'�) --- I �', \ / - -. "•i ! •':I, : ` • •-- I -�i �j / / / ' l t / \ \/ BOTTOM of _ �'�,;, � \ \ 1 �X THUS REDUCING RUNOFF. CONTRACTOR TO INSTALL A MINIMUM OF 2-FEET DEEP i i �/ $ ' - - \ I \ / / -- / •`�' - T / / /. / \ DETENTION BASIN / 1 ' i I._ -� - -147- - -- i - _ ' y P Ko�S \ ,� "=. 143-x- - \ •�': . , \ '� >r I T i l 1 ,\ \ _ y\. gW 1 62 ,0 \ x� CRUSHED STONE BED (OVERBLASTING OF LEDGE 2-FEET MINIMUM BEYOND THE +15_2.4___ _ / \ W .l i •. � / . . '' r --- --t -' t- y / � ____ ____ /�1 ./ 1 .1;+ \ /� / I / .•t / 134 _ -� / r / - -- --\------ -t-- ------ \ I / _ WCS-D STONE, PEASTONE COVERING, THEN LOAM AND LAWN,CONSTRUCTION (CRUSHED +146.7 AD#56 RIM=146.83 �� - - -�- \ ' � ':�/ \\ ,� �•�',- '� / � �' ��•• �•�.� ;>, . '' � � //r 1 � �,, '�" - � �/ / // /� / 'I\ HEADWALL 0 I (� // \\ `;,�.` � STONE IS REQUIRED) REFER TO SWALE DETAIL FOR C C INVout=142.40 �i #5 T5 //, \ i / / \ -1 - INVout�1 0 - , CB RIM=126.00 r I F .., / I . + \ ,' \\ YAC•• / / 14\ .• �\ ' /// / \ - , INSPEC III POq�(CCEANL011� \ `` I / / � ! - \ INVin=120.54(4"UD) � LAWN AREA SPECIFICALLY GRADED AND LANDSCAPED TO CONDUCT RUNOFF WATER 1 I - 4.5 0 - -149 .: / 1 / �*%O�/ / / �- 1 \ / /\ - - � � / � � \ /.. - -.-..tR•'-�• � I TW:1217.1 NVout ,20.34 FFE-15 138.4 Q • ( •r . TOWARDS A MITIGATIVE STORMWATER CONTROL DEVICE and/or OVERLAND FLOW L ,L FPE=149.5 Z /INVo RIM=t�8.ao \ -- -- - - - ,- - \ . . . . . . . . . . . �� � / �: INVo =134J0 V i -- �• ��' �( / � � ��/ / v�.. 1�28•• '�' � v x / /K I I + FBE=145.5 I ; '\ ,\ _ >\ / / 127.5+\ -- - -�_ - - --271 22LF 12"D \ I R -��= - I / I � \ / I (clot) CULTEC#5 �s-' / 4 / f ® o.e% F,. , - / +138.5 / i �.. , -i -17 - I I Q DESIGNED FOR STORM LAGGING o \ `� \\\ `/ / / � ���\ TW:1271 1oLF ,5) W:125.2 \ CULTEC MODEL:280HD UNDERGROUND LEACHING CHAMBERS SURROUNDED BY \6 a X147- Z- / -- j \ TW:127.1 l J f„� '` �.' \ ,� 5\EPS - 138 - - -r - / / /'/ \ / / B*126.5 �--`*. (SDR35) eW:t25.o _ �X ' `Le=I ': CRUSHED STONE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. (CONTRACTOR I; %r1 - --6- / ' PNS - ' - / v `1sLF 1z"D y O 1•0X ' % SHALL OVERBLAST IN THIS AREA A MINIMUM OF 2 FEET BEYOND CRUSHED STONE I I 6 / y M _136- / / A / (S 35) - �, !� t---t-�-- . --11- I "' "- . - --. / \ -o - / ) / DMH#22 BED) INSTALL FOR H-20 LOADING (NOTE CULTEC MODEL 10OHD FOR DRIVEWAYS) i, Y ----- t- �, 130 '' i+ 1 � '` ---- ----- 2LF 8 D� W \ / • ll' ------ • I RIM=122.70(MATCH EXISTING I i S1---II � / o, / � O�1i' " ( [[ ® / ROAD GRAD )/ �39-_ 4 7R 7, � \ �, v A � � � I,-- +146.5 {E-------it----2 ,, . �.r PORCH _160- " i! SDR35) . \ CULTEC#6 \/ / \ 0 ' (SDR35 / \ / / 1 E +.- 'y -\6 }. 1' - 1 - - i 2.571 \ \ . DESIGNED FOR STORAGE /\ / / / o I -r -' ` `I_ / INVin=12o.16(WCS-D) y- } I NVout=142 40 i EX OUNDATION - - - _ _ ( ) / ® DMH 20 \ OVERLAND FLOW J ''� i i i' POSED F 14 �V`� / \ / ^5 �� �� INVout=119.92 \ OVE 1 i �\ o A RIM=15.20 I 11 i/' 111 I / S� /� / / O 14 0% l� LB#17 \ \\\ I 1' ;? --' -- - \ / � RIM=129.60 / CB#19 - 1� i'• I i _ 1 1' 159 - - 1 / LB 16 = o ) \ - INVin=122.74(CB#17) 1t a,- I1 rl I _ _ - # / INVIn 16.80 \ RIM 125.00 `- _ \ - 9 \ „ RIM=130.30 / INVIn=122.70 CB#18) 0 )1. , __ i"-' 8"D S R '--I� / &,l, NVout=126.90 FLAT-TOP I '*`- 1 I --- '- -. - 85CF _ H#17a , 1 / / _ \` \ \ ( ) \ Nvout=12z.so a8D=- ,--- - - _ _ _ _ -- DRAIN 64§ > _ - = ---- Nvout=127 s AREA DRAIN - _ o >-- -- - ...:::I•l l----- CROP-M,ANHOLEI -� - ► ou U \ 1 \\ ti ' - ( IN out 834.70795 `� // \ 127.00 \ \ f/ INVin 122205" D 1LF 12"D I - - ,- ...x•....................'-_144 RIM=144.50 / , - '•'( \ , / V II I (SDR35) fINLE,T --_ \` % INVin=142.00 \ i i / / _ - - \ n \ \/ \\ \ p I \ \ I -_ -+ �� / ( may...,............... .. 4t�1,36. 4•.: \ �^ 12LF 12-D\ ,-t- 11 I y � O il, -.-. \ - -- „0. \5 INyo .•...... p i _ - - �! i ' ® t.0% �� f- -1 f FLOW PATH AD#SA RIM=145.95 \ ����•���•�,, INE- INVout=142.40 \ /y \I (301135) \, \\ \� \� \ -__ I - _ I 'I +'� - I, �' B#5 y v -- -- ° 3.37E _ �_ �, ��� / WATERSHED DIV: RIM 144.75 _�� /' - CB 13 , DMH 15 a / I I ' �� # '\ ' �1r ' I I j `^► I I }123.0 I'I CULTEC � - \ \ RIM-132.. \� ,� ' \Su _L_ INVin=141.75 / / / ___ ---- " - \INVout=128.10 /- / ,, � y / / j/ / / RIM=-127. TER GRADE GEMENT. 158 / - NVout=142.05 1--1- \ 1 NVin=127.70 _I -'`I`► i\ '. ; GUTCH EXISTING # STORMWATER MA NA \ _ 1 , ^ c� FLAT BOTTOM CRUSHED STONE _ ,f-------------- / INVout=127.50 , --155' 1 -------� / \ ,- - (DESIGNED FOR STORM LAGGING) ----------- \ / ------- \ ` �,I � (STORM LAGGIN._- -----\ .. \ \ \ 42 I / - --------- - s `�► \ \ I - -- - \ �� � � ��/ RIBM#185.00 d' /I I II•���/ � - A �� i A \ DQE` 3 - - \ _ � I �� _N / ^ V I I I FLAT TOP r� I / I Q \ \ -14LF 12"D \ \ ' S } IZ - '1 / I 1 INVin=123.60(4"UD) / a- > =- \ \ (SDR35) 18LF 8. \ \ \ lllllll89LF 12 \ \ \ \ I " I I 'R? I / 1 \ , INVout=122.75 / / 3 \ \ \ CB 10 O 2.071 SDR35 \ \ \\ _ - I N I M ( ___ _ \ I \' \ \ \ \ RIM=#141 00 ( )/ , - \ O 3.0X) \ \ \ ,�� \� _ �\ I P N I � /'. I / s ---�- ( I ( j O INVin=139.40 4"UD I / \ \ \INVout=136.58 \ � \ / 1 - � \ ' I / / I � � Rl, I \ #- I \ \ , 1 � - I / I -- \- \, \ s' (DESIGNED FOR STORAGE) �- C8#14 (SMH 4 i V � i �- v RIM=132.00 I � T , ' I / ( I INVout=128.10_ \ - - \ I \ I I \ , DMH#12 -I- I I ' - I , _ �- - \ � \\�� \ \,r'� \' \ FLOW PATH LB# I I I, I I 1 ,\, 1 RIM-140.00 -_Ir - I / I I \ \ \ _ _A;- - N/ \ \ /'� �\ \ \ I --- _ _ I I \ INVIn=136.20(CB#11} \ I to i r7 � I _ - _- I I ry' _ W -_- - \ - I LEACHING BASIN SHEA CONCRETE MODEL DW-3SS 3 SECTION) _ --- -L-- I � -1- L INVin-116.3n(�R#1nl - -- --� I moi' .- I / 2 --- - \ 10 I - H-20 LOADING, SET ON 6"DEEP CRUSHED STONE BED, - - I - - - -�- - - I - I I �� NVin=136.30(LB#5) \ I ,� � I PIPE CONNECTION / I I ^� I INVout=136.00 \I ^ � , 1, 1 , -� - �`, SURROUNDED BY 2'WIDE CRUSHED STONE AND OVERBLASTED -� I I \ - ► - 9- �\ �\w\ I BETWEEN CULTEC UNITS / I � ` I o, , I , I ( \ \ / F - - 1 \ \ LEDGE 2'BEYOND STONE AS REQUIRED TO ACHIEVE CB#11 d •o o ._ I I J \ I (TO ACHIEVE FLOW PATH) ( ) ---/ ----155-- ^ h V, � RIM-1 k`ry \ ^ \ \N P,1 -..I' \ I \ INVIn=13s.ao 4 uD I I I \ � A OUTFALL PIPE / - - a -136.!( ) s°j 1 \ \ / ` AD#7 RIM=128.95 \ � --- . I 1' \ EXFILTRATION (SEE DETAIL) INVoutIS , - // \ I \ \ NVout-125.70 - - I \ 1 f \ Y _ / / / / / / � \ I, rs / - i _. ► _„- •► OVERLAND FLOW 1 - --- ------v_ _ y 1 � _ I I \ - I P I i l 1 ------------\----------- ---- - ' _, ___, _ � II I i i i INLET and OUTLET if cultec is -----"--E-- r y -- / AD#8 RIM=t37.ss ---J - 13 p ' it I } I x I saturated in a big storm event) \ � INVout=134. \ -1 � /" STEPS I / A I p 154 . \ \ s/ ,, - \ - ��In11N _ - - - -- ,38- 1 _, I STORMWATER MANAGEMENT: \ / / \ ^I \ \ \- may ,y�- - _ - \ \ 1 1 CULTEC#7 I \136./1 - - _ ���__ +134.0 i I / W� / p _ ` - _ 139 - \ \ \ I (DESIGNED FOR STORAGE) II + -1 - \ 0 ` AVID AD#9 RIM=145.95 /\ / // f r' S 138.4+ f 1 -_� \ \ / 129.5 , a 11 o \\ N 1 CULTEC# (STAGE STORAGE / - �V". -142.70 ) / ) / // \ 7 ---V'\ 1) \\\ 1 +39_4 -- __ \ \ \ \ _� 12x.4+ _----+ (DESIGNED FOR STORAGE) / I ' \ -Ill,,-�-- -- / -- / X \ / 1. I -- r . .� 1 #7 - � W 1 \51 � 146.2 �\ ----_lr ----- +C 43.1 /� �� 7-'\ 'I11 - 1`; ! \\► PORCH 1-F----, \ I - FF = 5 � • ----- - - --: - -- -- �• \\� I 1 �- f p \\ 1 E 137. o I r • - - r : , - -�,� __._---- ----- 1 I• - r:­---'-�'r wy. I EXPOSED FOUNDATION II \ \\ - / I � ' � _-- -- --- --\-'JI 1 \\ -'A-- te I FPE_132.5 $ , � -- ---- - - _ p 1 I \ \ '. FBE-128.5 A .. 9 / ^ CULTEC#8 S 1 1 --':` PIPE CONNECTION 1 tl� - 1 - 1 +146.5 - PORCH 14 Z \ I v 8 (DESIGNED FOR STORAGE) - 1 "'�� 1 \ 1 \ -- ro ; _ +133.0 BETWEEN CULTEC UNITS I o .Q +13 FFE 146.5 1 I \ r -------W I o I --- < '% FPE=141.5 �,, \ 1 / I, I I / /'-` N 1 +136.1 N I" 9 Z / .� ,4 FBE=137.5 ----_----__ I N - l��i 12s.s+ --- I _/ / / \ i 6 - 1 129.7 - / I �. _ I + r; / •\, / �o I 1 + / 136.1 1 I ( ( I I CULTEC#9 , +145.2 / I 1 \ \ I, - - ��� -� I I NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE -I-----150 (DESIGNED FOR STORAGE) FFE=148.0 I �/ / \ \� ..o/ �' I - - / I \ �/ �,. �. 1 -_ I 1I -� 3 -ti-- - FPE=147.5 0 �,y� J 1 :' -t4s-- I I ,' THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL / ' FBE=1 147 / i I / I I �/• , \•' - - -- +136.8 I ,� �. 39.0 1 _ II -�--�- ( / ;� 1� 0, \ - I I ENHANCED LANDSCAPING FOR ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. - 1 __ _ I I N I/ �- ---- PRIVACY SREENING J) ' - - I 1 (I I I ' / - - - -- 144.8+1 WALKOUT'--- // I I I I . I /i . % \ I IQ I I I, _ s / ._�.}c__-- J L -- _`"�\`" - +136.8 P •• / / 1 I I I N- I p.T o / - ; •" _ 13a / : / I / I I I ' I I I _ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY ' 138.6+ +144.0 143 / ` / I I I - ' . - -- I / ' j-, / / i / LIMITS OF CRUSHED STONE T- 1 - v I �� x 'N-\-AL 146.7 143.0+ 1 • 138 7 ` 4) 1 J BOTTOM (2-FEET MIN. DEPTH) I +134.0 I I W1 I + 146.8 i I LAWN DEPRESSION , ; - pA y / �� .�� l r1 (SEE DETAIL SHEET 8) Q �N Of M,q S > _.- -- _-_ WALKOUT DETENTION BASIN-9 `� }- - + TIO -- / �� / / :/ \ \ , , -' �\ sq U _ 145.Q+ + - +138.3 137:3t = \44' - / / �/ J L�Vi�) DEPRESSION SCOTT IAN G - 144.0 ► I -- -- "Z - - \ p .: _ - - • • •� _ i�__ --- 1% - ^^`O / DETENTION BASIN 7 PATROWICZ 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS -- _ °3 ----- - . _ - - - - - _ -''- _ -- ----- o LIMITS OF CRUSHED STONE : '•, ��. \ � / � I •� + Ur ----- - - - BOTTOM (2-FEET MIN. DEPTH) ' - - .-- _- - - ____ 6 +141.0 �-- _ / �•/ / 5 v 656 "' xj � L •y / / 134 P \ I CIVIL 3 ' 3 '�t"'«t"' \ 2 1 REVISED PER CITY'S PEER REVIEWERS COMMENTS PATIO EE DETAIL SHEET 1 - - / , ------ i \ j (S .3 o - s) - ----. - / .42". --- -' � B 38.1 :--- ---- ----,,-11" ���, `. �-______"- _ - \ '?.� -- �•. •�•// /1� •�� � - ,o�O9FG, P�\o 6/29/1 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT - -- - - _ y BW:138.1 - / 5 �T I 6 - 1'1 v40 `� ,138 - --- ' r .' - - "- .�.. \40 111 AND - - + i -4 • STORMWATER TTO DE EMPHASIZE EXFILTRATION PHASIZE C) - - - _-_ - - _ _- �-- - - --- I TENTION B N-8 \ �� �\ _ � ' . '•�'• �' LEWN DEPRESSION. s r .. �' � �'` / 1 9 / I DETENTION/ ASI �• ,� / �, �M � SN i - - +BW:13 j BW:136.0., - - _\3$" /• +134.5 \• ► '38 - - -:" f 38.0+ - � 0 y TO 135. - - - -' � L - - 3 I - STOP 0 RET.WALL: 138.5 ' BW:134.5 \`• - -�'• T OF BE M' S ..r..- \ CRI - / ••• \ \ -- ,- -- - - - - 5 4 diam. PERFORATED UNDERDRAIN ) '� \ BW:134.5 a - - LP. .• -\ ., - .o.+ '' • . 1 ` ; ,�5 =3� \�0 / -,i f123 + (tom M •• - .% ENHANCED LANDSCAPING FOR 134 -- 33 LIMITS OF CRUSHED STONE "� �-/` - EP ) ------ - PRIVACY SREENING INSTALL RUBBER ROOFING ON ENHANCED LANDSCAPING FOR •.,• - - .✓` •. 2 _ BOTTOM (2 FEET MIN. D TH f/'� - - - •,• _ ••• •• •• \� M 122 9 TCH EXISTING UP-GRADIENT SIDE OF RET.WALL TO PRIVACY SREENING - DMH#298 M •••., (SEE DETAIL SHEET 8) - 5 r, "" W _ - -_ - A MINIMIZE WEEPING •>.�'y-. ... '' `a `\\ ROAD GRADE) ]� -P. > TOP OF BERM: 135.5 '/ ENHANCED LANDSCAPING FOR INVin=121.30(4"uD) �- Q 132- - i 1 PRIVACY SREENING -•= - - - TW:125.5 _ - 131 _ _ � _ -- - - / ---- ' - - - - 2 # ) _ � - • INVin 11U 48((,B#68b2) • � _�' INVin-119.20(DMH 22 QI __-- ---f 130------------ -- - - .- - � (®R35)D INVout=119.00 _ - - --- -It- EFINITIVE - -- '*''********"*'**"**'*...",......­... (� - --- - -Ni ......... ................ 28 N �- •tea•► •,•... IIIIIIIII - -- - -- -- -- --- - -- --- 0, .....•� �• BERM: •+ ARACC CWALE �• � _ ............................. -l'''13 125.5 • •••• •• _ -�"" -���' L�/ �y ,RIM-122.93 NOTE: CONTRACTOR SHALL CHECK FOR •.. ............................*�-� �-� GRASS SWALE --..ry ��^''� INVout 120 UTILITIES - ► , '•'••' M�� EXISTING CONCRETE SIDEWALK T , / ^b - B3 CONFLICTS WITH OTHER EXISTING Ur - ­ -1... ... I PRIOR TO ORDERING NEW DRAIN .. -.i-iy STRUCTURES BY EXCAVATING TEST PITS SUBDIVISION � -,Mw L P ,-- ­ � AT THE CROSSINGS. EXISTING UTILITIES 0 TO ---- W �1 - 127 \n0 _` ,,,.,.� ' /' ti O" NEWNDRA N E EAMAY REQC REF RE-DESIGN RA D I NDRAINAGEI ILWHETHER � - �. �. SURVEYEDDEMIRMINE G G & (L. 1 . D . ^^�� I� LINE • �� BASED ON FIELD ACTUALITIES. E WHITE / for w�► rte► �\ !// /"' f co � I I 1 1 RESIDENTIAL LOTS I- � / J? W ?` ��' 4 fora site at o ,,,25\ % # 405 - 427 Highland Ave . 1 r)z � J RO UTE 10 7 N ORTHBOUND 0 , APPROVAL UNDER SUBDIVISION Salem, Massachusetts Ln HIGHLAND AVENUE- 11 --- /I _ CONTROL LAW REQUIRED: Date: April 20, 2011 _ ,-------161 P' SALEM PLANNING BOARD PLDE#99-34 Scale: 1" = lo' Sheet 3b of 11 = I -4-- ---- O ! '? --16'•D(RCP)------ DMX #6861 r /� ------- RIM-124.81 Paul Ferragamo Land Owner: 2 ., __-----I-------- INVtr120.73(#6@62) N ------__-____ `, INVin-118.77(#6860J A 01970 GUTTER LINE OF MEDIAN STRIP __-_ - \INVinr11@.28(#8883) - -- -- - -- -- _ Highland Avenue, Salem, M O - ----------- IN In-118.6O(D ---__--___-_ INVIn=118.80(DMH#23 _ _ __ _ _ PATROWICZ -------- LAND DEVELOPMENT ENGINEERING (n DMH #8883 14 Brown Street, Salem, MA 01970 INVin-121.88 (978) 836-6400 CM INVout=121.46 C NORTH SHORE SURVEY CORPORATION 0 _ ---- - -"--- 14 Brown Street, Salem, MA 01970 C ---- - DATE: 978 744-4800 0 E U O 0 I GRAPHIC SCALE I 18 \3 #16 I \ \ 20 40 b0 I 5 \ \",##20 \ ( IN FEET ) I I / / - \ 1 inch = 20 !t. I - I \ \ \ I I / / 4amm #3 �- MANNINO CONFLICT ANALYSIS: I ' SEWER (8") INVERT=135.92 T F PIP =1 \ \ \ 1 I I SEWEROP 0 E 36 69 � \ � \ SEWER BOTTOM OF PIPE=135.82 11 I DRAIN (12") INVERT=137.18 \\\ '\ PER&CITY SPEC. MAIN) I DRAIN TOP OF PIPE=138.28 I DRAIN BOTTOM OF PIPE=137.08 PIPE SEPARATION=0.39 FEET (OK) �4,•g( )�ou'a) \ \\ 2 � #435 I I S.INVout=134.0 � PARCEL A I I 3 # I ! _ 11 OLF 1.5"S PVC SCH80 -\ , \. \ U S.INVout=140.0 (FM LATERAL) I CONFLICT ANALYSIS: PORCH I ' Ilk �\ #� ENVEJE.ONE \ � I I I TOR PUMP SEWER (8") INVERT=129.187 STEPS__ Q', SI 3 -- PORCH I (INSIDE BASEMENT) SEWER TOP OF PIPE-129 I # SEWER BOTTOM OF PIPE=129.00 RIM=141.25 to b\ S.INVout=143.5 DRAIN 12" INVERT=131.06 ® ` INVin=135.77 I ( ) I J : SAPS 5 C� DRAIN TOP OF PIPE=132.36 INVout=135.57 _j ® # / 4O� I DRAIN BOTTOM OF PIPE=130.96 I ��, ® \ �. IPIPE SEPARATION=1.09 FEET (OK) I SO �S��I�I PORC$ `3 ' S.INVout=140.5 \\i\y I ♦ v� ��� SMH#4 PORCH / � S.INVin(#11) RIM=146.00 ` - / -- -- �° •'0 _=136.09 ( ) iiiiINVin=137.65 FM SO �, $S_®/ 1`Z - 78LF 8•, INVout=137.55 STEPS F ��° GV & BOX \ 1 \ (PER ENV.ONE) SO 1 - - 7- # - - - - - _ J. I ` _Sa INVin(#4)=136.53 - - _ BEND I GV / / 1 •C G V S.IN Vin(# =135.80 �8 W-'� �•_.�•CHIMNEY=�1.0 ���• i _ _ S.INVout=128.0 I /' CH!MNEY=139.0 ! - -•_ S.INVin(#10)=136.87 �� _ - , i•� l,s. \ \ I #401 _ . I �� / /.r �. 8,W _��- - 1 _•_�� /� \ --- ,•� C _ - - - S.INVin(#7)=114.25 SO la /$*�I I = _ S.INVin(#5)=137.50 -' /1 _ - 80LF 6"S- ` \� I SYX pf71B 4 O 3 04G e� // �. - _ \'\ 124LF 1.5"S PVC 0 a 10.0% \ RIM-122.28 h , i r•�8»w_ \ L P-VC -• `i \ \ INVin=ff4.20 # --(FV LATERAL) �* INVout=114.14 SO SMH 2 / �,' ` ' /• 01 S.INVin(#2)=132.88 00 9 TEPg N ---____ S.INVin(#9)=137.52 ' BE \\ 8»W BEND IS•y, / \\\ I # oJ9 n -- --- r. PS ' I RIM=133.80 N - 5TE RCS PO I INVin=127.64 ORL`$ I IIID I / INVout=127.44 N I U S �- -GV &•BOX (PER ENV.ONE) / ! O o STEPS #429 S.INVout=122.25 I CONCRETE ENCASE SEWER IF S.INVout=140.0, CH ` 18"VERTICAL SEPARATION IS NOT PORCH POR ENV.ONE �f i POSSIBLE (SEE DETAIL) EJECTOR PUMP # / / •!�ti S.INVin(#1)=127.06 # 11 S.INVout=139.0 PORCH S.INVout=138.0 ' (INSIDE BASEMENT) % I I I �® ( INSTALL PROPERLY SIZED THRUST/g/ BLOCKS AT ALL WATER MAIN BENDS TYP. # 10 #8 / I- - I SMH#1 /�/ � � #� � lill - RIM=131.00 PATIO 1. I - _ INVin=126.24 ' PATIO I I INVout=126.14 PATIO � -- _ PATIO PATIO If SYN #38bB�\ -4"SQ��-Force A/aise�- _ 77 _93L� S Gonna RIX !31.40 \ I I i $ INVinr12b.08 \\ GV -- �� swoop ----- INVin-128.24(FM) \ -- - - __ �� INVout=124.99 __ __ 1 INVin=125.40 Oil, �.� �� so 5y CONFLICT ANA 'PSIS: - o i \ SEWER (8") IN1�/ERT=126.32 __ -- ---- _ i� SEWER TOP 01 PIPE=127.00 a� -4"Sewer F°^oe Main-- I SMH #3835 SEWER BOTTOM OF PIPE=126.22 � R[M 123 s2 INV{n-114.08 - - - \ DRAIN (12") INVERT=128.95 0 DRAIN TOP OF PIPE=130.05 p BOTTOM _ INVout=113.88 PPENSEPARAIONF 1P85 FEET (OK) r - -NORTHBO`U-UE ROUTE ��� 10'� __ _4..SQ7,,,Qr Force Main__.__.__.__.__. , -_ __.__.__ __ .__.__.__.__.__.__.__ _HIGHLAND AVEN _1. _16"10",Ipcatlo� I � - (aPPT° \ / 8"TS&V� cc�=_: i i CUT&CAP (AT MAIN) - - ......_ _ _ _ _ i / PER CITY SPEC. ._....... - - _ - -._ jj (aPProx-location) -._._ - 1 - - - - �tl#392SOUTHBOUND HIGHLAND - - _ - � _ \ - - #44 0 4 50 I i _ 402 #396 - - - - - - - - - - _I - - - - - - - - j 1 SMH X3432 __ _ - I I RIM=131.75 I i I INVin-126.38 INVout=126.37 � #400 / i C) \ CROSS COUNTRY N \ I I UNDER PAVEMENT 4" LOAM AND SEED a / OR APPROVED SLOPE I PROTECTION SURFACING OR RESURFACING N AS REQUIRED. 00 / i I 6"TYP. ° 0 Oo •.eq,'t' '� ROAD BASE GRAVEL O ';.I,o...Q.. N / v N / z ° SELECT BORTED IN NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, COMPACTED IN i 6" MAX. LIFTS THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL MHD M1.02.0 U-1 NO STONES OVER 2" ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. N Z / Q 3/4„ / i b ' ->. CRUSHED PLANS NOT FOR CONSTRUCTION NOTES - e . PLANS FOR PERMITTING PURPOSES ONLY SEWER LINE - � 7 - STONE Z MHD TEAM. a�PVC SDR 35 M2. tN Mq CID 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORP., FEBRUARY, SLOPE=0.895 MIN. M2.01.2 N OWNER/DEVELOPER: = P` ss9c c=n 2000. - PAUL FERRAGAMO p SCOTT IAN yN 6"MIN. Z PATROWICZ 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS ILL 9"MIN. .� + + + + + 419 HIGHLAND AVENUE, SALEM, MA 01970 o CIVIL 6 2. THIS PLAN DOES NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE _ ++` + +++ CROSS COUNTRY (978) 977-9801 9 No.33656 y 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS N ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON SHEETING UNDER PAVEMENT A9 `cG'/ Q� 36 N. 4" LOAM AND SEED-, qc 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT o THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL AS REQUIRED - OR APPROVED SLOPE' ATTORNEY: �S� N_ AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ IN EARTH SURFACING OR RESURFACING CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, 11�iE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY IN LEDGE PROTECTION GEORGE ATKINS STORAGE AND TO DE-EMPHASIZE EXFILTRATION o " AS REQUIRED. RONAN, SEGAL, HARRINGTON �y LINES WITHIN THE PROJECT AREA. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR ANY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR NOTES: e T P 3 FOLLOWING SITE EXCAVATION/CONSTRUCTION. 0 0 59 FEDERAL STREET, SALEM, MA 01970 NO. DATE DESCRIPTION a 1. A CLEAN-OUT SHALL BE INSTALL AT ALL HORIZONTAL AND VERTICAL / o o, (978) 744-0350 X107 Nr BENDS IN THE PIPE. r� ;'aa;"d', ROAD BASE (GRAVEL) M 3. ANY AND ALL CONSTRUCTION METHODS, MATERIALS, INSTALLATIONS AND DEMOLITIONS SHALL COMPLY WITH STATE AND LOCAL PERMITS, LOCAL ARCHITECT: °? AND STATE BUILDING CODES, CITY OF SALEM PUBLIC WORKS DRAIN LAYERS MANUAL, CITY OF SALEM DPW/ENGINEERING DEPT. SPECIFICATIONS AND z ° 0 ° HARRY GUNDERSEN w SEWER TRENCH DETAIL ° COMPACTED CLASS "B" GUNDERSEN ASSOCIATES CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY BACKFILL SUITABLE TO 20 CENTRAL STREET, SALEM, MA 01970 Q PLEASING CONSTRUCTION. vot To Scoie �. p ACCOMODATE SURFACE LOADING (978) 744-1000 Z i MHD M1.01.0DEFINITIVE 4. IF EXISTING UTILITY SERVICES ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. PRIOR TO OBTAINING A t SITE ENGINEER: CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL HAVE THE SEWER LATERAL INSPECTED BY TV. IF THE SEWER LATERAL IS IN DISREPAIR (NOT t SCOTT PATROWICZ, P.E. = CLEAN, CLOGGED WITH DEBRIS AND/OR ROOTS, BROKEN OR CRACKED), IT SHALL BE FIXED AS PART OF THE UTILITIES PERMIT. o00 o Z 7 SELECT BORROW PATROWICZ LAND DEVELOPMENT ENGINEERING O ° COMPACTED IN 14 BROWN STREET, SALEM, MA 01970 g FINISHED GRADE WATER LINE o I_ z_ 12" MAX. LIFTS (978) 836-6400 5. THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS Q MHD M1.02.0 a NO STONES OVER 2" FIELD SURVEYOR: REQUIRED. �������� \ SUBDIVISION ������������ �� W ��`��\��`��\��\��\��\��\��\��\��\��\��\��\��\�� �\ �� GAIL SMITH, R.L.S. WATER & SEWER 6. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� 9"MIN. + 6 MIN. NORTH SHORE SURVEY CORPORATION E IMPROVEMENTS SHOWN ON THIS PLAN. 4 THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY /Q /�//� ��� \�� � �� /�� ��j�/�� / o SHEETING + (978114 R0744-4800 WN ET, SALEM, MA 01970 for LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. 36 MIN• 11 RESIDENTIAL LOTS 0 0 AS REQUIRED - - TRAFFIC ENGINEER: U) 7. THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY DPW AND/OR CITY ENGINEERING DEPT. FOR INSPECTIONAL SERVICES. Z Q J 10' MIN. Q IN EARTH IN LEDGE GILES HAMM, P.E. w THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED APPROVALS AND PERFORM REQUIRED TESTING PER CITY ; v w VANASSE & ASSOCIATES, INC. far a site at SPECIFICATIONS FOR THE USE OF EACH PROPOSED UTILITY ON-LINE. �' _Z NOTES: 10 NEW ENGLAND BUSINESS CENTER DR. a IFS Ov o 1. NEW 8" WATER MAIN LINE SHALL BE CEMENT LINED DUCTILE IRON PIPE (CLDI), BELL AND SPIGOT SUITE 314 0 d Q WATER MAIN CROSSING MANUFACTURED BY WARREN PIPE OR FOUNDRY CORP, OR R.D.WOOD CO. OR U.S.PIPE CORP. OR EQUAL. ANDOVER, MA 01810-1068 # 405 - 427 Highland Ave , 0 8. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE BASED ON THE EXISTING CONDITIONS (FLOW w w Of ABOVE SEWER LINE (LATERAL AND/OR MAIN) PIPE SHALL CONFORM TO AWWA C150-71. THE CEMENT MORTOR LINING SHALL CONFORM TO AWWA (978) 474-8800 ZQ & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED DEMANDS. FIRE LINE IS SIZED BY JOHN BECKETT. w;,� ` C104-71. MINIMUM EARTH COVER FOR ALL WATER LINES SHALL BE FIVE (5) FEET. 18" MIN.* MECHANICAL PIPE JOINTS (TYP.) 2. NEW WATER SERVICES (FOR DOMESTIC USE) SHALL BE 1.5-INCH (MINIMUM DIAMETER) COPPER TUBING Salem, Massachusetts 9. PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE BUILDING INSPECTOR AND/OR *NOTE: IF LESS THAN 18", ARE REQUIRED WITHIN 10-FEET OF PER CITY SPECIFICATIONS. MINIMUM EARTH COVER FOR ALL WATER SERVICES SHALL BE FIVE (5) FEET. APPROVAL UNDER SUBDIVISION CITY OF SALEM FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED USE OF THE BUILDING. THE EXISTING PARALLELING LINES: CONCRETE ENCASE SEWER CROSSING Date: April 20, 2011 � AND PROPOSED BUILDING AND ADDITIONS ARE INTENDED TO BE FULLY SPRINKLED IN COMPLIANCE WITH CITY AND STATE BUILDING CODES. WATER LINE AT SAME SEWER LINE 3. INSTALL PROPERLY SIZED CONCRETE THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES AS REQUIRED CONTROL LAW REQUIRED: a) WATER MAIN ELEV. OR BELOW TO BE INSPECTED BY THE CITY PRIOR TO POURING AND AFTER POUR (PRIOR TO BACKFILLING). PLDE#99-34 Scale: 1" = 20' Sheet 4 of 11 � AND/OR SEWER SEWER MAIN AND/OR LATERAL SALEM PLANNING BOARD 0 10. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR BLDG.SERVICE O (MAIN LINE AND/OR BLDG. SERVICE CONNECTION) 4. FINAL SIZING OF WATER LINES SHALL BE BASED ON MEP ENGINEERING CALCULATIONS AND SHALL BE Land 0 TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED CONNECTION BASED ON THE EXISTING CONDITIONS (FLOW & PRESSURE & SIZE OF WATER MAIN) AND THE PROPOSED caner: Paul Ferragamo ', 10' MIN.** DEMANDS. THE SIZE AND LOCATION OF THE WATER LINES SHOWN ON THIS PLAN IS PRELIMINARY ONLY AND 419 REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD - - - Highland Avenue, Salem, MA 01970 N **NOTE: IF LESS THAN 10', 1 ARE SUBJECT TO CHANGE. ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING THEN CONCRETE ENCASE *** PATROWICZ o DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. WATER MAIN CROSSING 5. PRIOR TO OBTAINING A UTILITIES PERMIT, THE CONTRACTOR AND/OR MEP ENGINEER SHALL CONTACT THE SEWER LINE BELOW SEWER LINE (LATERAL AND/OR MAIN) THE CITY FIRE SAFETY DIVISION TO INSURE THE ADEQUACY OF FIRE SUPPRESSION FOR THE PROPOSED a (PLOWABLE FILL IS ALLOWED) BUILDING S). THE SITE CONTRACTOR SHALL COORDINATE WILL EACH RESPECTIVE CITY DEPT. FOR REQUIRED V 11. STREET TREES PER CITY OF SALEM REQUIRMENTS PLANTED 30-FEET ON-CENTER. FINAL LOCATION TO BE DETERMINED IN THE FIELD BASED ON ( LAND DEVELOPMENT ENGINEERING ° FINAL UTILITY LOCATIONS AND GRADES. MINIMIZE CONFLICTS WITH FUTURE TREE ROOTS AND AS-BUILT UTILITIES. ***NOTE: ENCASE SEWER LINE 6' FEET ON EITHER APPROVALS AND PERFORM REQUIRED TESTING PER CITY SPECIFICATIONS. 14 Brown Street, Salem, MA 01970 SIDE OF WATER LINE CROSSING (978) 836-6400 N WATER LINE TRENCH DETAIL c 12. THE HOMEOWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE COMMON SEWER FORCE MAIN. THE ENGINEERING DEIGN OF THE - CROSSING -- NORTH SHORE SURVEY CORPORATION SEWER FORCE MAIN AND SEWER LATERALS (COMMON AND INDIVIDUAL) SHALL BE PERFORMED AND SPECIFIED BY F.R.MAHONEY AND ASSOCIATES SE WATER DETAIL \at To Scale 14 Brown Street, Salem, MA 01970 (ENVIRONMENT ONE). co ,ot To Scc'= DAA' (978) 744-4800 C a) E 7 U O U I I v \ - #12 #22 #14 16 #18 #20 #5 I I I \ I GRAPHIC SCALE _ I / 20 0 10 20 40 80 sr I w� 6-FOOT HIGH VINYL FENCE (WITH LATTICE AT THE TOP) PLACED ON THE PROPERTY LINE \ � oNE Lr RETAINING W-I (FINAL LOCATION DETERMINED IN THE FIELD BASED ON EXISTING TREE LOCATIONS AND r.tRRY/ ��`�°s \\ �'\ s �� �\ \ - / y�' W/ CHAIN LINK FWALL - I \ ENCS Y �°` FINISHED GRADES). FENCE TO BE INSTALLED BY DEVELOPER BEFORE COMMENCING \ \69 `w�'4y W ° IN FEET ) I 20"CHERRY y ,5 � ?' os CONSTRUCTION. THIS FENCE SHALL HAVE A GATE (FINAL LOCATION TO BE DETERMINED BY - 1 inch = 20 ft. ,52 - I I mss• / OTHERS). THIS FENCE AREA SHALL HAVE A 2-FOOT BORDER (ON THE NORTHWEST SIDE) TO I 14"MAPLE a"I U 12'MAP -- / FENCEPREVENWILL�BE THE RESPONSIBILITYED GROWTH NEAR THE FOFCTHE E. IT IS OWNERGOFED THATBARNES CRMAINTENANCE ONCE THE \� / \ #3 \ I BOULDER Aou_DFR 2"VAPLE 56 �� FENCE HAS BEEN INSTALLED AND THE WARRANTY HAS EXPIRED). \ 24"MAPLE `150 E 1 ( i ✓ I i �'� 20"CHERRY BOULDER ,'Sa 155 � EXISTING VEGETATION \ \ - i BOULDER ' €XI§T NG- VEG-ETATION 15,3 _24"TREE \ \\ TO REMAIN AS IS 0 149 -TO REMAIN AS IS -ft-4---- \ATE 3 24 TREE -_.151, lgZ._ 6, 'fiy %66 a ____ \ \ z z 't-� BO DER __ �� EXISTING VEGETATION SD�o'gM 1 'e�, �� 'ss,,\ ---_� - \\� �` ` ` •� ot^ __ -- - - ' TO REMAIN AS IS FRS: �o - ---__ \ J \ Co L GG 2 "MAPLE 2O"Locust '� // -150, . . \ , EXISTING VEGETATION _ ` 149 .l_ �• •1 \ \� \ ' - �� : TO REM AI S I --- --__ �° /%i �' >j �� .�✓' � , �. .\ lq9 �':, \ �. — \ A \ SII a '� 6� �0 23" HERRN /// l' �.� I O \. •r i i \ •�� - __ - - - }- - \ °� - EXISTING VEGETATION TO REMAIN AS IS ///'� +'ytt�' _, l \ _ - - _ _ /, - - #435 ET.WAH , . \ \ \ \ n '., �� ` !� — � — �1N_ -16� /�/a� � � / �• _ .149-.-T �•\ I • LL �- s \- \ \ \ �• I �. \ �� .��•� _- =�_ \ ,� _ / �j---- -T i/// �, �. EXISTING VEGETATI a. \ 1 �� -147 # \ 151,5 •\ �t = �T+e� rer ,�_�' .._ �'e+� _ -____ _ -_- // I'� i i a+.\' k. TO REMAIN AS ISI �� 6 _ \ ■`.\\ /. ' — `- ���T '} --106 • . i �\��\\ — ���/�•� - - - - - - .l'✓/��/�/���!� C.. 14°CHERRY p�, -- _ — _ � = \ \ _ _,,, �.--. �, //-_ , 1 PARCEL A I ` EXP.FOUND. \. \ 1 1 i '� •\� �;- \\ — —_t•a_ i l'�6�._._ — — �'�i/ ✓ / \ �t I RET - ,---- -- -__ �'• / I\ w I \ry ,/' ' .- - '-✓ �� eey — — a— / Zz- v / l WAELE I - - 1 � a #3 / I � �`= —tee -�j �� i �- .� / I ✓ ' — I T.WALL - PORCH r '. _ — - # #4 i l I I 15"APPLE / / / I STEPS_ \ — — _ _ EXP.FpUND. PORCH - to / x '• �- \ ` �. / j��•1 _143— I PRIVACY SCREEN: 2 NORWAY / � - _ - Sl S BRICK PAVERS E F ND. \ �, -,w.. / QR /� / - f / '�/ ��J.I . LI / \ � \ TEP OU t z / ri � r \l \ .,.,z. ,--.- I A SET IN SAND s j \ H , I ! SPRUCE (OR EQUAL) 8 TO / / i��., / \ , \ s\ J / oF00�• I #5 ( 4 ,I, '' \ =` ✓ tron arallo see sHeeT x / _ 10�FEET HIGH WHEN / %/• / r r /. / I' I is \ l // l PLANTED. FINAL LOCATION �/ / F \' \' ) / L ` �1 srEps ORCH -,c.f - I I 4 w ,'• Mc,SE `� —s�,s•— ' / IIII h ✓ x �ta-� PS - �s. 1 / �x TO BE FIELD DETERMINED / / +A , BASED ON FINAL GRADES AND - I / PORCH 60_ _ ,,. � - •� � -- 155.- / / /° 1 - PLACEMENT OF STONE / GTO \ /� \1 , --rye J) \i6d , Oreo- �. / BRICK PAVERS EXP.FOU -1p` / / / / / SGE / WALLS AND EXISTING e7 / ` - \ w�' _'_ _ i SET IN SAND - , _ / J \ I WALL(S) �/ J?° i �-' I I 's `s�' \\/ -16p_ + i �, �_ / LIGHTING (FMA 140-, \ VEGETATION TO BE / , �o I ' ° - - \ \ LOCATION v 60 STEFs .r• �,.F-= L N BY V 1 \ I PRESERVED. - .-----1ati- I _-� - - - -I� / \\ 'S6 / ,5g �� - _ •( \5a� ,5? ,\• .+N / \ OTHERS) SEE\Q TAIL 517 - ,, � �� oJ�°• . \\ ,�y `.� � � I 39. `� ,3s �. / j SGE I #401 `� 15g, - - _ HP:148.44 159 t \ \ \ \ \ / \ \ \ \ \ ' '-- �- �I T ,� 1 t,s ///' °Gtio G � ' `/ \1 �� 1� �; \- i`--- - ---- _ 1 I � '' 1 I - P I N /����' 04' �?� • \ y i >\ 5 -` 5a `-�- - - —I — - - I- ----_I_ -,5?-+ - - --�-- —�-- j#403 157 I � �// `1\ �� J z� STEps \ a \\\ SGE ��� /tel TI � � � \ �• \ `� /' �� // \ �I � � � I I ` / ,739; 1 - _ ORCH GARAGE \\\ \ V \S� — ' + n 'II FFE=136.71 \ 1'ORCg 2/ ' _ \ i ( BRICK PAVERS SSP I \ \\ \ \\BRICK PAVERS ��, 137 `1f' S _ - -+„- - \ \\ \ SET IN SAND \ _135 ' \\ ,� r• \ STEPS - -,>o- \ I ` SET IN SAND PAVED PARKING ARE BRICK PAVERS . . . / - \ #429 SET IN SAND _ S X 13 \ I I � \ g +� \ I , � Ta \� `, -1 _` r y� ( \ PORCH g I / — x PORCH \ I - ---- �- 'I I 7 z �,ao k\� \\ J \'� / � �' # 11 o E .FOUND. I I # o 0 ,39- l t AA \ --tom l3 i w -, PAVED � \ / _ �_ � o So, I I I PORCH � I 1 Y� t o.-. I DRIVEWAY \ \ \ / \ EXP.FpUND. a I I z #8 - 1 1 1 / / Z I � , 1 , , ,/ � � — x - - # 10 g o J 11 a _ I 38- 11 A \ W # ti I / ��� Y' -._13q.. ik 'l - / —,32� / / / \\ ` 7q0` \ ,_ \ i 9 x / L l' _. \• 3 z PAVED I // 36 / // / / ,/ \` l4 a8 w y-145-, I_ I 1 ` ' �M I I a Q I DRIVEWAY 133 C / 1 - - \ 132 f / \\ \ -138 ., - \ —,4e- -- { 1 / ° \ I 1L0 '/ w UJ v — --------- \ / ' / 13E ' — +49 tae I \a, ,3s _ I \\ �l l I I I :I I I PAT I N 134 / / / �►� -- PATIO /� `43 �/ - --- fy / I 145,_ _--_ _ j _ -�w- - - WALKOUT I g�►TID ,/, _ Q', I uR - _ s"PIN_ - 13a ti * i / /y /� \ x I - - PATIO ------ --- '_�; 141 ^/'• _ - c B cur '32 , / \ ` / / "- \\ _ _ , f t.-'`- , T ?' N 1 p� _ �i CURB -145-- -- 14 � -- \ ,A� - / �( 134.51 cur ,� \ \ 13 - , - _ Q WHITE LINE EX.CONC.SIDEWAL �3° \ / — � \ ---� ' -_�'-- � �, -'---- �' - `-- 14� ,+: - �-',40 /� � �• PATI � — • - - - - - R _ _ `` — a --tJo _ - -'13 -_ --_ - /. - - Lun 14 : ;Q_ mow/ \-6 - ` S� - _ ,_. r.> see- - — ` , ---- - _ r 5 _ j --- \ -- — ._ EXISTING LEDPE FACE /' t I F o9tgl+o seicr '1 33--- -- 38 0 -- WHITE LI _ ' L -�qi_„ - -- -_ -_ _ -_ --- --------- 35 --- - __` N -- .J x,12 t.T r• - } Ex.0 tat ' • - r1 _ ; _-_ 2 ---- - - •� 0 ' NC.SID 111111111 URg i\�0 _ ✓. _ �� _ 29. 128 NOR GUTTER LINE GRASS 1_. -,--, _.-. . GRASS EXISTING CONCRETE SIDEWALK _ i1 OF MEDIAN STRIP NEW HANDICAP RAMP (TYP), CLOSE EXISTING CURB CUT SWALE ,2y \tin SWALE COMPLY WITH ADA STANDARDS (MATCH GRADES & TYPE OF - ExlsrwG CONCRETE sIDEwALK '?8 - EXISTING MHD CURBING) PRIVACY SCREEN: 6 ARBORMTEA (OR EQUAL) 6 TO 8-FEET HIGH WHEN PLANTED. FINAL LOCATION TO BE ?a \�1 FIELD DETERMINED BASED ON FINAL GRADES AND �s STOP LIGHT*)) GHTo )) PLACEMENT OF STONE WALL(S) TYPICAL. BLAST // LEDGE DEPTH. IF REQUIRED TO INSURE PROPER PLANTING NORTHBOU D HIGHLAND AVENUE ROUTE 107 — -- WHITE LINE ��¢ , WHITE v LINE GUTTER LINE OF MEDIAN STRIP _ Z / \ - - - --- - - -- - #392 / ' WHITE LINE \ SOUTHB OUND���°� AND AVENUE - HIG HL I _ , 4 4 0- 4 50 ! I O - - I 0 2 396 - - - - -- - _ _ - -- - - - ; (O - `- I #400 ENTRANCE NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, 3 / ,�, ANCE TO THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL Ji AND EGRESS FROM ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. aN N � - HIGHLAND PLAZA Z � wa I PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY 0 2-3' > ONPF FINAL 250 WATT HIGH PRESSURE / I TEAM• �tH OF MqS 0 SODIUM, ANTIQUE LOOKING _ �P IP SELECTION LIGHT FIXTURE, DOWNWARD OWNER/DEVELOPER: �� SCOTT IAN `y CO DIRECTIONAL. FINAL SELECTION PAUL FERRAGAMO PATROWICZ �' ILL BY OTHERS. 419 HIGHLAND AVENUE, SALEM, MA 01970 o CIVIL y 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS LUQ 1 ddDD (978) 977-9801 J 9 No.33656 O 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS ,o9pFC� P1 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT / ATTORNEY: S/ N_ AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ � GEORGE ATKINS STORAGE AND TO DE-EMPHASIZE EXFILTRAT10N RONAN, SEGAL, HARRINGTON 0 59 FEDERAL STREET, SALEM, MA 01970 NO. DATE DESCRIPTION SN STREET TREE LOCATION SHOWN _0 / ON PLAN) 3.54 CALIPER(TYP) WHEN PLANTED (978) 744-0350 X107 M PER CITY REQUIREMENTS ARCHITECT: 7 / HARRY GUNDERSEN `fBLACK LLJRUBBERRHIOSERCED LANDSCAPING NOTES 2GUNDERSEN 0 CENTRAL STREET, SALEM, MA 01970 Q 1. TREE TYPE TO BE APPROVED BY CITY (PLANNING DEPT) PRIOR TO PLANTING. (978) 744-1000 Z MOUNTING PER / a TWO STRANDS OF #18 Q MANUFACTURER 4"t SQUARE LIGHT POLE Ln t/ GUAGE TWISTED w DESIGNS FOR O STEEL WIRE 2. PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN SITE ENGINEER: DEFINITIVE = 100 MPH WIND 24 MIN. STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF SCOTT PATROWICZ, P.E. 0 LIGHT BASE COVER PATROWICZ LAND DEVELOPMENT ENGINEERING _ VELOCITY - (PER MANUFACTURER) 2" x 2" SPRUCE POST NURSERYMEN, INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. UNPAINTED 7' HIGH ALL PLANT SHALL BE HEALTHY, WELL-FORMED, FREE FROM DISEASE AND DEFECTS, AND 14 BROWN STREET, SALEM, MA 01970 Q 1" CHAMFER THREE REQUIRED PER TREE TAGGED WITH THEIR PROPER NAMES. SUB IVISION (978) 838-8400 U TREE WRAP TO FIELD SURVEYOR: J f, Z FIRST BRANCH 3. PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS. BEDS SHALL BE GRADED SO LANDSCAPING � I __ GAIL SMITH, R.L.S. Ji '\�/� %�%��SURFACE TREATMENT + L PLANT AT SAME DEPTH AS WAS AS TO NOT ALLOW RUNOFF (FROM THE PLANTING BED) TO BE DIRECTED VIA A STEEP NORTH SHORE SURVEY CORPORATION 73.5"CALIPER a, (SEE PLAN) O PREVIOUSLY GROWN (OR W/IN SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING 14 BROWN STREET, SALEM, MA 01970 for °. 1 ONE INCH BELOW MAX.) (978) 744-4800 FINISHED GRADE Q N LOAM (CLEAR AND GRUB AS NECESSARY). REMOVE STONES, STICKS, PROTRUDING ROOTS, UNSUITABLE SOIL, PAVEMENT AND OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 11 RESIDENTIAL LOTS BUSHING PVC CONDUIT (2" MIN.) a 8 2" CEDAR BARK MULCH 2' CEDAR BARK MULCH TRAFFIC ENGINEER: iv (TPP.) ° :.`' w ___,�/ 4"MIN. SCREENED LOAM AND 2"MIN. BARK MULCH. GILES HAMM, P.E. U 3/4" DIAM GALV. �/ ��/' SLOPE TO FORM DISH z_ / SLOPE TO FORM DISH TO VANASSE & ASSOCIATES, INC. for a site at w STEEL ANCHOR BOLTS (4) '�� _ in CONTAIN WATER 4. EACH PLANT SHALL BE WATERED-IN" TO REMOVE AIR POCKETS DURING PLANTING. 10 NEW ENGLAND BUSINESS CENTER DR. p EMBEDDED A MINIMUM OF FINISH GRADE (SEE PLAN FOR / / MOUND AROUND EDGE OF 30" INTO CONC. FOOTING SURFACE TREATMENT) UNTIE AND ROLL BACK BURLAP THE LANDSCAPE CONTRACTOR SHALL NOT PLANT ANY DAMAGED PLANTS. THE LANDSCAPE SUITE 314 d ° PIT TO CONTAIN WATER # 405 - 427 HAve . ANDOVER, MA 01810-1088 l- �_ FROM TOP 1/3 OF ROOT BALL CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND REPLACE (978) 474-8800 a, COMPACTED GRAVEL / / THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. \ MOUND AROUND EDGE OF PIT Salem, Massachusetts Q i ` ° _ SURROUNDING FOOTING \ APCONCRETE FOOTING (PRECAST OR ' � �\ - 5. ONLY SLOW-RELEASE ORGANIC GRANULAR TYPE FERTILIZERS, LOW IN NITROGEN PROVAL UNDER SUBDIVISION is o - I 1 I—per�A--��I ONE CONTINUOUS POUR) (4500 psi) CONTENT, SHALL BE USED WITHIN THE PROPERTY. Date: April 20, 2011 12 x12 SQUARE UNTIE AND ROLL BACK BURLAP I FINISH GRADE (SEE PLAN FOR P FIRM STABLE FROM TOP 1/3 OF ROOT BALL I I I I N SURFACE TREATMENT) CONTROL LAW REQUIRED: „ LIGHT POLE IS 3/4" GROUND ROD v PLDE#99-34 Scale: 1 = 20 Sheet 5 of 11 E SUBBASE CENTERED (IF REQUIRED BY 6. NON-ORGANIC (OR INORGANIC) PESTICIDES, HERBICIDES AND FUNGICIDES SHALL NOT BE SALEM PLANNING BOARD ELECTRICIAN) 6' DIAMETER HOLE DUG USED WITHIN THE DESIGNATED DEP APPROVED GROUNDWATER PROTECTION ZONE II AREA. BACKFILL MIXTURE • • •.� . ,� FOR ROOT BALL AND p° I TAMPED BACKFILL MIXTURE h, ,.`•, Yt PROPER AMOUNT OF ORGANIC PESTICIDES, HERBICIDES AND FUNGICIDES MAY BE USED SUBJECT TO REVIEW AND Land Owner: Paul Ferragamo NOTE: + BACKFILL MIX APPROVAL OF THE ROWLEY CONSERVATION COMMISSION. 1. FINAL LIGHTING TO BE DESIGNED BY OTHERS. THIS DETAIL IS A SUGGESTION OFA M I 419 Highland Avenue, Salem, MA 01970 N BACKFILL MIXTURE (TPP) ROOTBALL TYPE OF LIGHTPOLE THAT MIGHT BE USED FOR PERMITTING PURPOSES ONLY (AND NOT TAMPED BACKFILL MIXTURE 50% LOAM + 259 SAND + 3 FOR ACTUAL CONSTRUCTION). FINAL LIGHTING DESIGN, SPECIFICATIONS, LOCATION, HEIGHT % �� � / 25% PEAT MOSS, MANURE & WIDTH VARIES N 7. ANY PLANTINGS UTILIZED IN THE LANDSCAPING OF THIS PROJECT SHALL � BE PATROWICZ SHALL BE SPECIFIED BY OTHERS SUBJECT TO THE APPROVAL OF TOWN BOARDS. _ 24 MIN. _ VERMICULITE INVASIVE PER THE PUBLISHED M.I.P.A.G. LIST OF PLANT SPECIES DESIGNATED AS INVASIVE Iii° 2. THIS DETAIL SHOWS A CHASE PRECAST CORP. PRODUCT NO. LPD-12 OR APPROVED NOTE: FINAL LOCATION TO BE DETERMINED IN THE FIELD BASED ON MINIMIZING CONFLICTS WITH FUTURE (LIKELY INVASIVE OR POTENTIALLY INVASIVE) AS LISTED BY THE DEPT. AGRICULTURAL LAND DEVELOPMENT ENGINEERING EQUAL. RESOURCES. 14 Brown Street, Salem, MA 01970 SHRUB PLANTING DETAIL GRADES.GOTS AND AS-BUILT UTILITIES. FINAL PLANTING DEPTH TO BE ADJUSTED BASED ON FINISHED (978) 836-6400 LIGHTPOLE DETAIL TREE PLANTING DETAIL NORTH SHORE SURVEY CORPORATION a) voc to Sca��e 14 Brown Street, Salem, MA 01970 12 U) DATE: (978) 744-4800 c co c N E U O O U LOT #2 LOT #3 PARCEL A u H.CURVE #3 p LOT #4 J ,4 LOT #6 �- .$MH13 � �� LOT #5 ', � � N �.r' ��� \ / I I { H.CURVE #2 LOT # 1 �� /I / \ / 159 � � C3 1 \, (5+76,17) - --r- ` � � / _1S9 ��`\. t \� // � I MATCH EXISTING 1- X123.0 \\jam } 00 N GUTTER GRADE rx0�\7� �\ 'r so \ J 15g_, '; �� _ HP:148.44MH h, �1 N H.CURVE #1 -� -sops `\r55\ y �`.._ -f-- - _ 8 •1• l0 1 1 1 1 IS ��{ -� �-Iv F� �� -t _ lc�orya \ a� ^� -- --1--- Iv I �„ I ^ .- N ' n c3 woo i LOT #7 _-155 LOT # 11 a �- - ,�j '`' - _ � U � - o LOT # 10 �-] 133 LOT 9 LOT #8 # CURVE CURVE LENGTH RA ANGEN CHORD DELTA pT C1 158.66 100.00 101.59 142.53 90.54'16' PLAN r (0+26.93) C2 281.58 615.00 143.30 279,13 26'14'01' QMH 3) C3 48.83 200.00 24.53 48,70 13.59'15' HORIZONTAL SCALE: 1 = 20 � ESfDEWgLK GRAPHIC SCALE - o � 20 0 10 20 40 B0 130. _ HIc;HLAIVDMATCH EXISTING! EX CONIC SiDEWgLK GUTTER GRADE IN FEET 1 inch = 20 ft. AVEX&E (Ro tjT E 1 07 IVORTHBOUND CREST VERTICAL CURVE LENGTH (L) = 172,0' SAFE STOPPING SIGHT DISTANCE (S) = 125' A = 20.0% ELEVATI❑N 160,0 M = 4,3' ELEVATI❑N 160,0 ELEVATI❑N 152,0 G1 = +10% �I+�__,- G2 = -10% \� _ _ _ _ - _ - ELEVATI❑N 152.0 - - - - _ FINISHED CENTERLINE ROAD PROFILE �' � i EXISTING GRADE (ALONG PROPOSED ROAD CENTERLINE) i CREST ELEVATION 144,0 PVC ELEV=148,44 PVT � SAG VERTICAL CURVE LENGTH (L) = 100,00' �r ELEVATI❑N 144,0 - M = 800' = cn - - - = 178LF 8"S 0 1.0% (PER SALEM✓S CeN \ !' - - - - -- -- -_ FM SUED TfRLl ELEVATI❑N 136,0 / - SMH#3 IVISIONN ER GRA EOT 10Y. \ \ _ ELEVATI❑N 136.0 SMH#3 a N RIM=146.00 N � j�N IV - RIM=141.25 v A•3, .� G2 + / ai INVin=137.65(FM) 41 c�1 0•• INVin=135.77 o INVout=137.55 Gl = +2% PVI ® g p% INVout=135.57 + cu M + u r N W � ¢ W M Q w SAG VERTICAL CURVE LEN (L) = 52,34' ELEVATI❑N 128.0 `n W + 1Cn W �+,� 11 W W M = 0.46 \\ N SMH#2 W � J \ ELEVATION 128.0 60LF 8 S ® 2.0% > > 1- w > > � l RIM=133.80 °- 4. N W � � y w W a>. PVC \ � TO EXISTING SMH 1 \ PVT � loll SMH#3856 # INVin=127.64 RIM=131.00 INVout=127.44 � J INVin=126.24 J o �D J ti INVout=126.14 0 as c � � G1 = -1 ELEVATION 120,0 ~� c M c .^� °� o { 00 1,D pp o PVI ao CD 0 c o ui o G2 = -3.0% ^ c �ri cu +CD � CD M ^ + 11 � `� CU N Lo a N ELEVATION 120,0 h W Lj =, W W (U N WCY) H -I Fa- J Li ¢ J N U U 1k > > 2 > > S # 0_0_ N 0_j a- N 0_ 0_ y W y W > > ELEVATION 112.0 W a s a- 0_ 0_ a > ; > > C? `-' o '-' o 0 0 0 0 0 0 ELEVATION 112,0 U) ,6 1� U) , n 00 0 0 0 0 0 0 0 0 0 0 00 I� �0 U) M .� .�+ .� cu CU N fU cu I I I I I I I I I I I I I I I I I I I I I I > II II II II II > > > > > > W W W + W W > > > > > > > > > > 0+00 W W 0+50 W W W W 1+00 w 1+50 2 00 2+50 J 3+00 J J Li J 3+50 4+00 4+50 5+00 J J W W 5+50 J 6+00 w w w w w wLd w w w w w W w w w w CD in Cd M cu W W W W W o+ + + } 00+ ON o 00 + (+) � o Q 00 00 0o W ON Q o 0 0 0 0 +. + N + + + + + + o ^" N ch U) + + + + + 1- Q Q Q Q ¢ ¢ Q Q Q Q N N f� M M M U) U) U) In U) v, cn cn cn V) cn v� ~ ~ F-- V) ¢ ¢ ¢ ¢ d 00 0 0 � N ROAD PROFILE g HORIZONTAL SCALE: 1" = 20' VERTICAL VERTICAL SCALE: 1" = 8' GRAPHIC HORIZONTAL GRAPHIC SCALE SCALE 0 co 20 0 10 20 40 80 ( IN FEET ) co 1 inch = 8 ft. 4 N ( IN FEET ) 1 inch = 20 ft. CV g t` NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL N ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. 0 Z O PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY TEAM: P��" OF U4,, � 41 WIDE RIGHT OF WAY OWNER/DEVELOPER: o��� SCOTT IAN 9CyG U_ - PAUL FERRAGAMO Z PATROWICZ LU m 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS 0 419 HIGHLAND AVENUE, SALEM, MA 01970 o CIVIL (978) 977-9801 J No.33656 "' 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS 9 � P 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT _ _ ATTORNEY: A9� s� SAI G AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION 0 3.5' WIDE GRASS STRIP (INCLUDES SGE) GEORGE ATKINS STORAGE AND TO DE-EMPHASIZE EXFILTRATION a, RONAN, SEGAL, HARRINGTON PLANTED STREET TREE 59 FEDERAL STREET, SALEM, MA 01970 NO. DATE DESCRIPTION 14- j FLOWERING PEAR (TYPICAL) (978) 744-0350 X107 (SEE DETAIL) ARCHITECT: 3 < HARRY GUNDERSEN GUNDERSEN ASSOCIATES Q 3 20 CENTRAL STREET, SALEM, MA 01970 0 6 W 24' WIDE ROADWAY Q z - W (978) 744-1000 _ SITE ENGINEER: DEFINITIVE 3.5' WIDE GRASS STRIP (INCLUDES SGE) 1� PATROWICZ LAND DEVELOPMENT ENGINEERING SCOTT PATROWICZ, P.E. O 5' WIDE SIDEWALK 14 BROWN STREET, SALEM, MA 01970 Q STORMWATER QUALITY -� _ 5' WIDE SIDEWALK (978) 838-6400 U GRASSED TWA II TO ALLOW SUBDIVISION FIELD SURVEYOR: 1.0" BIT. CONIC. BASE FOR EXFILTRATION INTO THE 1.0" BIT. CONIC. BASE COURSE TYPE I-1 COURSE TYPE I-1 ROAD CRUSHED STONE BED PROFILE & CROSS SECTION w THEREBY DETAINING RUNOFF GAIL SMITH, R.L.S. � 3 1.5" BIT. CQN(:- BASE DETAIL) NORTH SHORE SURVEY CORPORATION SEE DET.,IL, 1.5" BIT. CONIC. FINISH COURSE TYPE i-i 1.S" BIT. CONIC. BASE 14 BROWN STREET, SALEM, MA 01970 for aa) 3:1 MAX 1 COURSE TYPE 1-1 COURSE TYPE I-1 co PITCH I 4° LOAM & SEED 2.5° BIT. CONIC. BASE COURSE TYPE I-1 EXISTING -TO MEET I 2 -2�_ 2% 1 4„�FT• 1�4"�FT• --�� 276 2% 1 (978) 744-4800 __ _ _ _ 11 RESIDENTIAL LOTS GRADE _- �- - �- 3:1 MAX TRAFFIC ENGINEER: PITCH W -- \ _ TO MEET GILES HAMM, P.E. 3 --=I O \ o _ 1 � 0o - _ _ EXISTING VANASSE & ASSOCIATES, INC. for a site at �} 10 NEW ENGLAND BUSINESS CENTER DR. R O O b ' ° ° Z p p �0 O p o O (9 0 0 O - O O O - �- GRADE SUITE 314 1 - oQ O ° ° - U U O� 0 0 Ob -III '�' �� .,. - 4 O O� p = j- z 24"TYP. c� - O� 0 „ 0 - .;;..; '` - U o� 0 _ _ ANDOVER, MA 01810-1068 # 405 - 427 HAve , - . °- ° 12 MIN. COMPACTED (978) 474-8800 - I- - �- zl- =, - _Ilp K GRAVEL BASE Q z Salem, Massachusetts 0 8" MIN. COMPACTED = =� j lI= = _I i (TWO LIFTS 95%) 0- SLOPE GRANITE EDGING (SGE) GRAVEL BASE BOTH SIDES OF ROADWAY 8" MIN. COMPACTED NOTES APPROVAL UNDER SUBDIVISION -III 1 a. � ' GRAVEL BASE 1. EXISTING CONDITIONS, TOPOGRAPHY AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE CONTROL LAW REQUIRED: Date: April 20, 2011 Q O o 0 12"DRAIN X LINE w GAS SURVEY CORP., FEBRUARY, 2000. SALEM PLANNING BOARD PLDE#99-34 Scale: 1 = 20 Sheet 6 of 11 U 2"CRUSHED STONE (NOT 2"MINUS) /U m W o O J Q 0 L U U Q 10' SEPARATIOPJ �E G= AILI 2. THIS PLAN IS INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION Land Owner. DEPTH DETERMINED ��- - Paul Ferragamo � 1� 1 OF THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE ACTUAL CONSTRUCTION PERMIT FOR SAID UTILITIES BY RESPECTIVE 8„WATER SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT PROPOSED AS 419 Highland Avenue, Salem, MA 01970 o UTILITY COMPANIES MAIN 8'SEWER SHOWN ON THIS PLAN, REQUIRE THEIR OWN SEPARATE APPROVALS. PATROWICZ MAIN a CLDI PVC SDR35 3. AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL LAND DEVELOPMENT ENGINEERING �U FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN ORDER TO COMPLY WITH LOCAL/STATE 14 Brown Street, Salem, MA 01970 ROAD CROSS - S-ECTION FOR A MINOR RESIDENTIAL STREET SALEM BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO (978) 836-6400 THIS PLAN ARE THE RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND ACCOMPANYING DOCUMENTS. NORTH SHORE SURVEY CORPORATION U Not To Scale PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. 14 Brown Street, Salem, MA 01970 M DATE: (978) 744-4800 C: E U O 0 U ___ ___ _ ___ _ ___ i I - __ moommomm� i 2.5'MIN ` I HYDRANT PUMPER CONNECTION (MUNICIPAL STANDARD) UNDISTURBED UNDISTURBED FACES ROAD SAWCUT EDGES ' SITE PLAN NOTES a EXISTING PAVEMENT EXISTING PAVEMENT S H 0 RT-TERM PLANNED BREAKAWAY FLANGE 1" MIN. BIT. CONC. DEMOLITION PAVED o0 3 MIN. BIT CONC. FINISHED GRADE RESURFACING SEDIMENTATION & EROSION CONTROL MEASURES " ALL DEMOLITION OF STRUCTURES, UTILITY LINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS. SURFACE SGE oq = LAID IN 2 COURSES1.5 EACH II ' 8 :`_. `b = EXISTING TOP PROPOSED SITE UTILITIES HALL BE CONSTRUCTED PER THE MOST DURING CONSTRUCTION -� SELECT BORROW COURSE THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY OTHERS AND S - 8 - COMPACTED IN EXISTING " BINDER 6 GATE VALVE - 5 0 = 12" MAX. LIFTS EXISTING-Q o �. COURSE T u z _ 8 U RECENT LOCAL AND STATE BUILDING CODES. (PER FEDERAL NPDES CONSTRUCTION RELATED REQUIREMENTS AND DEPS STORMWATER MANAGEMENT POLICY VOLUME II) AND BOX _I o _ MHD MI.02.0 GRAVEL a NO STONES OVER 2" 6"MIN .i p APPLY THESE PLANS DO NOT SHOW ALL UTILITY LINES (AND/OR UNDERGROUND CONDUITS) SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS THE FOLLOWING REQUIRED MEASURES SHALL BE PERFORMED DURING CONSTRUCTION TO CONTROL SEDIMENTATION AND EROSION. THE FOLLOWING MEASURES HAVE BEEN PREPARED IN THRUST BLOCK o -. c�..8 = _ TACK COAT ON OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY'S (EPA'S) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT PROGRAM FOR STORMWATER 8" WATER MAIN d - _ _ - ,b -III SAWED EDGES THIS PLAN. PLDE DOES NOT CERTIFY THE PHYSICAL CONDITION OF EXISTING UTILITIES. PRIOR TO ANY SITE WORK, THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS " I I L I., THRUST BLOCK " _ �� p O I 6 MIN DISCHARGES FROM CONSTRUCTION SITES (AS LAST REVISED TO TAKE EFFECT OCTOBER 31, 1998). THE FOLLOWING SEDIMENTATION AND EROSION CONTROLS SHALL BE EMPLOYED TO MINIMIZE 8x8x6 TEE " - MIN. BEARING 6 SQ. FT. 18 GRAVEL SUBBASE I. 1. - OF ALL UTILITY LINES WITHIN THE PROJECT AREA. PLDE ASSUMES NO RESPONSIBILITY (OR LIABILITY) FOR ALIY BROKEN (OR DAMAGED) UTILITY LINES BEFORE, DURING OR FOLLOWING SITE EROSION (AND TRANSPORT OF SEDIMENTS DOWN-GRADIENT TO ABUTTING CITY STREETS DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE PROJECT. THE FOLLOWING EROSION 6 MIN. DO NOT BLOCK DRAIN HOLES COMPACTED 9896 EXCAVATION/CONSTRUCTION. CONTROL MEASURES SHALL BE EMPLOYED (AND PROPERLY MAINTAINED DURING CONSTRUCTION): _ MHD M1.03.0 TYPE B - TRENCH ;WIDTH`.Q . ,_ZNO STONES OVER 3"DIA. I ANY AND ALL CONSTRUCTION MATERIALS, METHODS FOR INSTALLATION AND DEMOLITIONS SHALL COMPLY WITH ALL LOCAL AND STATE PERMITS, LOCAL AND STATE BUILDING CODES, CITY 1, STRAW WATTLES: TO MINIMIZE SHEET EROSION STRAW WATTLES WILL BE PLACED TO TRAP SEDIMENT TRANSPORTED BY RUNOFF BEFORE IT REACHES THE EXISTING DRAINAGE SYSTEM OR _ 18"x18"x6"POURED CONC. I O 18" MIN " I- VT I PUBLIC WORKS DRAIN LAYERS MANUAL, CITY DPW/ENGINEERING DEPT. SPECIFICATIONS AND CONDITIONS, MASS. HIGHWAY DEPT. SPECIFICATIONS, AND GOOD ENGINEERING/CONSTRUCTION LEAVES THE CONSTRUCTION SITE. WATTLES 8 TO 10-INCH DIAMETER TUBES MADE OF STRAW WRAPPED IN BLACK PLASTIC NETTING WILL BE SET AT LEAST FOUR 4 INCHES INTO THE MECH. L60 DIAM. PIPE MECH. = BASE FOR SUPPORT - I PRACTICES FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. FINAL LOCATIONS AND INSTALLATION OF ANY NEW (OR REPAIRED) UTILITY LINES ARE SUBJECT TO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF. WATTLES SHALL BE PLACED ON ANY DISTURBED SLOPE (THAT WILL REMAIN UN-ALTERED FOR MORE THAN)SEVEN DAYS). JOINT JOINT � I - CRUSHED STONE OR PEASTONE ©p 11 � 0,�,; SUITABLE PIPE _ (MIN. 1 CU. YD.) � d .., COMPACTED f APPROVAL FROM THE CITY. WATTLES SHALL BE PLACED EVERY 20-FEET DOWN SLOPE, SO THAT THE WATERSHED FOR EACH WATTLE LINE IS ONLY 20-FEET WIDE. WATTLES SHALL BE INSTALLED PERPENDICULAR TO _ p Q BACKFILL I WATER FLOW. THE WATTLES SHALL BE STAKED WITH WOODEN POSTS (1.5-INCH SQUARE) 4-FEET ON CENTER. I - - I SEE TRENCH I IF EXISTING UTILITY SERVICES (AND/OR MAINS) ARE TO BE USED, CONTRACTOR SHALL INSURE THAT THEY ARE IN GOOD WORKING ORDER. 4 MIN. 3.5'MIN. I I=1 1 1- '- DETAIL THE CONTRACTOR SHALL INSTALL A PERMANENT TRENCH PATCH (PER MHD SPECIFICATIONS AND COMPACTED TO INSURE NO SETTLEMENT) AS REQUIRED. 2. SILT FENCING: USE A SILT FENCE (DETAIL SHOWN ON THIS PLAN) AT THE GOWN-GRADIENT PROPERTY LINE (ALONG THE HIGHLAND AVENUE SIDEWALK). THIS SEMI-PERMEABLE BARRIER 6.5'MIN. �. MADE OF SYNTHETIC POROUS FABRIC WILL PROVIDE PROTECTION TO MINIMIZE EROSION AND THE RESULTANT SEDIMENTATION OFF-SITE. THE SILT FENCE BARRIER SHALL BE DUG INTO THE i4 9 NOTE: PERMANENT PAVEMENT PATCH SHALL FULLY COMPLY WITH MHD SPECIFICATIONS. THESE PLANS ARE INTENDED ONLY TO OBTAIN ENGINEERING DEPARTMENT UTILITY APPROVALS FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHOWN. THE ACTUAL GROUND AT LEAST FOUR (4) INCHES AND BE HELD UPRIGHT WITH WOODEN STAKES SPACED TEN (10) FEET APART (MAXIMUM). THE SMALL SPOIL PILE SHALL BE PLACED ON THE 14' TO 20' TYP. UP-GRADIENT SIDE OF THE SILT FENCE. THE WOODEN STAKES 1.5-INCH SQUARE) SHALL BE DRIVEN INTO THE GROUND AT LEAST EIGHT (8) INCHES. THE SILT FENCE SHALL BE FIRMLY MHD PERMANENT PAVEMENT PATCH CONSTRUCTION PERMIT FOR SAID UTILITIES SHALL BE ISSUED TO THE SITE CONTRACTOR (CITY LICENSED DRAIN LAYER). OTHER UTILITY LINES NOT SHOWN ON THESE PLANS, REQUIRE THEIR HELD TO THE WOODEN STAKE WITH MANY CONSTRUCTION GRADE STAPLES AND STAINLESS STEEL WIRE. THE SILT FENCES AND HAY BALE BARRIERS WILL BE REPLACED AS DETERMINED BY NOTES: OWN SEPARATE APPROVALS. PERIODIC FIELD INSPECTIONS. 1. HYDRANT NOZZLES SHALL BE SET AT A STANDARD HEIGHT ABOVE FINISHED GRADE. 2. CONSTRUCTION OF GATES AND HYDRANTS SHALL BE IN ACCORDANCE WITH AWIWA Not To Scale THE SITE UTILITIES CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE CITY (TOWN) DPW AND/OR CITY (TOWN) ENGINEERING DEPT. FOR INSPECTIONAL SERVICES. THE SITE CONTRACTOR C500-71 AND AWWA C502-64 RESPECTIVELY. "DARLING" GATES (OPEN RIGHT), "O" SHALL COORDINATE WILL EACH RESPECTIVE CI TOWN DEPT. 0 PERFORM REQUIRED TESTING PER CITY (TOWN) SPECIFICATIONS FOR THE USE OF EACH 3. CATCH BASIN PROTECTION: NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH HAY BALE BARRIERS (WHERE APPROPRIATE) AND/OR SILT SACKS THROUGHOUT RINGS, "DARLING" HYDRANTS WITH 6" HUB BASE AND 5" VALVE OPENINGS (OPEN " TY (TOWN) FOR REQUIRED APPROVALS AND ) CONSTRUCTION. RIGHT) WITH TWO 2.5 HOSE CONNECTIONS ON A 4.5 STEAMER CONNECTION DARLING PROPOSED UTILITY ON-LINE. TYPE D-50B, "QUICK FIX" HYDRANT SHALL BE USED. PRIOR TO WORKING (ON-SITE AND/OR INSIDE THE ROAD RIGHT OF WAY , THE SITE CONTRACTOR SHALL SOTAIN N€C€§§ARY PERMIT§ fS PERFORM SUCH WORK. 114E SITE CONTRACTOR 4. GRAVEL AND CONSTRUCTION ENTRANCE/EXIT: A TEMPORARY ENTRANCE/EXIT WILL BE CONSTRUCTED OF A SIX (6) INCH THICK (MINIMUM) BED OF 2 TO 3-INCH WASHED CRUSHED STONE I PLACED ATA 2X GRADE FOR A LENGTH OF 50-FEET AND A MINIMUM OF 25-FEET. ACROSS-§LOPE WILL e€ PLACED IN THE ENTRANCE TO DIRECT RUNOFF To A PROTECTED CATCH BASIN HYD RANT INSTALLATION RETAIL SHALL CONTACT DIG-SAFE O 1-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCING ANY UTILITY OR EXCAVATION WORK. INLET OR TEMPORARY SETTLING AREA. IF DEEMED NECESSARY, AFTER CONSTRUCTION BEGINS, A WASH PAD MAY BE INCLUDED TO WASH OFF VEHICLE WHEELS BEFORE LEAVING THE PROJECT SITE. Not To Scale AS PART OF CONSTRUCTION, THE SITE CONTRACTOR MAY WANT TO MAKE FIELD ADJUSTMENTS BASED ON ACTUAL FIELD CIRCUMSTANCES (AND/OR TO RECTIFY ANY DESIGN DISCREPANCIES IN 4" LOAM AND SEED ORDER TO COMPLY WITH LOCAL/STATE BUILDING CODES, MHD SPECIFICATIONS AND ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION). ANY CHANGES TO THIS PLAN ARE THE 5. DIVERSION CHANNELS: DIVERSION CHANNELS WILL BE USED TO COLLECT RUNOFF FROM CONSTRUCTION AREAS AND DISCHARGE TO EITHER SEDIMENTATION BASINS OR PROTECTED CATCH \ \/\� RESPONSIBILITY (AND LIABILITY) OF THE CONTRACTOR. FIELD ADJUSTMENTS MADE WITHOUT PLDE APPROVAL SHALL AUTOMATICALLY NULL AND VOID ALL CERTIICATIONS ON THIS PLAN AND BASIN INLETS. < \\ \\/\\/\\/� ACCOMPANYING DOCUMENTS. PLDE IS NOT RESPONSIBLE (OR LIABLE) FOR FIELD CHANGES MADE WITHOUT PLDE APPROVAL. BIT. CONC. ��/��/r 6. TEMPORARY SEDIMENT BASINS: DURING CONSTRUCTION, TEMPORARY SEDIMENT BASINS WILL BE INSTALLED EITHER AS EXCAVATIONS OR BERMED STORMWATER DETENTION STRUCTURES Ir W SUSPENDED BINDER COURSE BASINS WILL RETAIN RUNOFF FOR OF TIME ALLO SSPE DED SOIL PARTICLES TO SETTLE OUT PRIOR TO WATER SERVICES (FIRE AND DOMESTIC): THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO CONSTRUCTION. ANY WATER LINE CONSTRUCTION DEPENDING ON THE GRADES. THE TEMPORARY SEDIMENT B SUFFICIENT PERIOD TO n I SHALL COMPLY WITH THE CITY DPW, FIRE DEPT., WATER DEPT. AND ENGINEERING DEPT. SPECIFICATIONS. A MEP ENGINEER SHALL SPECIFY PERFORM FLOW/PRESSURE TESTING OF EXISTING DISCHARGE. THE DISCHARGE POINT SHALL BE CONSTRUCTED OF A PERFORATED RISER SURROUNDED BY DIAMETER CRUSHED STONE ON THE DOWN-GRADIENT SIDE OF THE TEMPORARY BIT. CONC. 6"MAX k At SEDIMENT BASIN. POINTS OF DISCHARGE FROM THE TEMPORARY SEDIMENT BASINS SHALL BE STABILIZED TO MINIMIZE EROSION OFF SITE. THESE BASINS SHALL BE LOCATED BASED ON TOP COURSE � C O WATER LINES. A MEP ENGINEER SHALL DESIGN THE WATER DISTRIBUTION SYSTEM MEETING ALL APPLICABLE CODES. THAT WATER LINES SHOWN ON THIS PLAN ARE APPROXIMATE. FINAL CONSTRUCTION NEEDS AS DETERMINED BY THE SITE CONTRACTOR. 3"MIN ����'� LOCATION OF HYDRANTS (OR PIV VALVES) SHALL BE SPECIFIED BY THE CITY FIRE AND WATER DEPT. THE MINIMUM EARTH COVER OVER PIPES IS 5-FEET. REFER TO WATER TRENCH DETAILF 1 FOR PIPE SIZES AND MATERIAL TYPES. 7. VEGETATIVE SLOPE STABILIZATION: STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN FOURTEEN (14) DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE 1.5" SQ. WOOD POST 10' T0'4' O.C. OR �� O TEMPORARILY OR PERMANENTLY CEASED UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STABILIZATION WILL BE USED TO MINIMIZE EROSION ON STEEL REBAR POSTS SET 10 APART d+ r GAS SERVICE: THE CONTRACTOR SHALL LOCATE THE EXISTING GAS LINE PRIOR TO ANY CONSTRUCTION. FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON WRAP ATTACHMENT . COMPACT ! SLOPES OF 3:1 (H:V) OR FLATTER. ANNUAL GRASSES (SUCH AS ANNUAL RYE GRASS) WILL BE USED TO ENSURE RAPID GERMINATION AND PRODUCTION OF ROOTMASS. PERMANENT CORD AROUND UNDESTURBED DISTANCE GRAVEL GAS COMPANY, 100 COMMERCIAL STREET, MALDEN, MA 02148, CONTACT: COLLEEN LOVE (617) 723-5512 EXT. 6334. �� " , .. i BEHIND STABILIZATION WILL BE COMPLETED WITH PLANTING OF PERENNIAL GRASSES OR LEGUMES. ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY POST TWICE (SEE PLAN) . . v " HYDRO SEEDING OR SODDING. A SUITABLE LOAM TOPSOIL, GOOD SEEDBED PREPARATION, AND ADEQUATE LIME, FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF �. I . � j GRANITE SEWAGE DISPOSAL SYSTEM: INSTALL A NEW MAIN SEWER LINE AS SHOWN ON THESE PLANS. MAIN SEWER LINES SHALL BE 8 MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF E VEGETATIVE STABILIZATION METHODS. A LIGHT POROUS SPREAD OF HAY MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM IMPACT OF FALLING RAIN FlNISHED DOWN GRADIENT •• EDGESTONE THES VE T1VE (POROUS) CEMENT: 0.8% (SELF-CLEANING VELOCITY: 2.5 FEET PER SECOND) UNLESS OTHERWISE NOTED. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER. \ GRADE 5' TO 10' ` CONCRETE L ' ' TO ORDERING AIyY STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. ,//\ Z WETLAND RESOURCE ' '¢ O CONCRETE I . / MARAFI FABRIC 8. CONSTRUCTION SEQUENCE: THE CONSTRUCTION SEQUENCE OF SITEWORK WILL COMMENCE AFTER ALL PERMITS ARE IN HAND (INCLUDING PLANNING BOARD SUBDIVISION AND DRAINAGE \/\\ AREA O ( BEHIND NEW SEWER MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR SOLID FOUNDATION) PER SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER. SEWER MANHOLE ALTERATION PERMIT FROM THE CITY ENGINEER). AFTER EROSION CONTROL MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE CITY ENGINEER EARTHWORK WILL BEGIN TO MOVE /\// N I 1 . = GRANITE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT A PROPER FOUNDATION AND/OR PILES) SHALL BE DEEMED UNACCEPTABLE ) \/\ SPOIL O 0 W. % - EDGESTONE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. EXISTING SOIL MATERIAL AND BLAST LEDGED. TEMPORARY SEDIMENT BASINS SHALL BE MAINTAINED THROUGH THE EARTHWORK STAGE OF THE PROJECT TO CATCH SEDIMENT BEFORE IT r/\\/\ Lrr COMPACTED GRAVEL _FLOWS OFF-SITE. ONCE THE GENERAL GRADES OF THE LAND HAVE BEEN ESTABLISHED, THEN THE ROAD SUB-BASE AND BUILDING PADS CAN BE SET. THEN, THE UTILITIES WITHIN THE // BASE _ ROAD IS CONSTRUCTED, PERMANENT DRAINAGE CONTROLS ARE PUT IN PLACE. BACKFILL IN ACCORDANCE WITH GEOTECHNICAL SPECIFICATIONS FOR EARTH MATERIAL AND COMPACTION. i\\/,\\/\\/\\ z (� 0 Q 0 (p0 THE SITE CONTRACTOR SHALL REMOVE EXISTING SEWER LINES WHERE NECESSARY WITHIN THE SAME TRENCH AS THE NEW UTILITY LINE(S). EXISTING SEWER MANHOLES (TO BE DEMOLISHED) THEN FINAL GRADING, THEN PAVEMENT, THEN LOAM AND SEED ALL DISTURBED AREAS WITH HYDROSEED. '�//\//�' O V - SHALL BE PUMPED OUT, CRUSHED AND BACK FILLED WITH CLEAN SAND. PROPER COMPACTION IN 12-INCH LIFTS IS REQUIRED IN ORDER TO REDUCE SETTLING IN THE PROXIMITY OF THE OLD _ - _ - - DEMOLISHED MANHOLE STRUCTURE. BURY FABRIC 8" MIN. I -___COMPACTED FIRM, _ 10. MAINTENANCE OF EROSION CONTROLS: THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING EACH CONTROL DESCRIBED IN THESE PLANS. DURING CONSTRUCTION, THE IN GROUND. DO NOT I-III-III- -STABLE SUBBASE- =I I I-1 I I- r ALL SEWER SERVICE LATERALS SHALL BE 6" MINIMUM DIAMTER PVC SDR-35 WITH A MINIMUM SLOPE OF 1.OX (SELF-CLEANING VELOCITY. 2.5 FEET PER SECOND) UNLESS OTHERWISE NOTED. ON-SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES WEEKLY AND AFTER EACH RAINFALL EVENT. RECORDS OF INSPECTIONS WILL BE PREPARED AND PUT SPOIL ON WETLAND -� - MAINTAINED ON-SITE BY THE SITE CONTRACTOR. SILT SHALL BE REMOVED FROM BEHIND THE BARRIERS IF GREATER THAN FOUR (4) INCHES DEEP, OR AS NEEDED. DAMAGED OR SIDE OF FENCE DETERIORATED EROSION CONTROL DEVISES WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. SEDIMENT THAT IS COLLECTED IN STRUCTURES OR BEHIND BARRIERS SHALL BE PROPERLY NOTES: STORM DRAINAGE SYSTE : INSTALL NEW CATCH BASINS, DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE PLANS IN ACCORDANCE WITH CITY SPECIFICATIONS. THE DRAINAGE DISPOSED OF OFF-SITE. SPOIL PILES SHALL BE COVERED WITH TARPS AND SURROUNDED BY STAKED HAY BALES. THE CITY ENGINEER SHALL APPROVE THE STABILIZED EARTH PRIOR TO 1. GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB PIPES TYPE SHALL BE BASED ON THE DEPTH OF EARTH COVER. SEE DRAINAGE TRENCH DETAILS AND PLAN. THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN NOTE: CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL LIMIT OF WORK " ENGINEER FOR APPROVAL PRIOR TO ORDERING 6NY' STRUCTURES, MANHOLES, TANKS, PUMPS, RIMS, PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. THE REMOVAL OF EROSION CONTROLS. AS SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY 4 MIN. THICKNESS, 12 MIN. WIDTH OF FACE EXCAVATION OR EARTH REMOVAL ON-SITE. 2. ALL SLOPED GRANITE EDGING SHALL BE LAID AT NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH (AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE MATERIAL (WITHOUT THE PROPER FOUNDATION/PILE) SHALL BE LONG-TERM INSPECTION, OPERATION & MAINTENANCE NOTE: CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. MAINTAINED AT ALL TIME IN ACCORDANCE WITH THE ORDER OF CONDITIONS (WETLANDS PERMIT) SLOPED GRANITE EDGING AND IN GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED. THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES. THE SITE CONTRACTOR SHALL CLEAN AND REPAIR (IF (POST- CONSTRUCTION REQUIREMENTS REQUIRED) EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING SILT FENCE DETAIL (SGE) CURBING STRUCTURES SHALL BE CLEANED FOLLOWING COMPLETION OF SITE WORK. THE PROPOSED STORMWATER MANAGEMENT DESIGN RELIES HEAVILY UPON THE THOROUGH AND PROPER IMPLEMENTATION OF THE FOLLOWING POST-CONSTRUCTION OPERATION AND Not To Scale MAINTENANCE PLAN (IN ACCORDANCE WITH DEP STORMWATER MANAGEMENT STANDARD #9). THE FOLLOWING OPERATION & MAINTENANCE PLAN IS TO BE PERFORMED BY A LEGALLY Not To Scale _ THE SITE CONTRACTOR SHALL OVERBLAST A MINIMUM OF 36-INCHES BEYOND THE CRUSHED STONE FOR ALL LEACHING STRUCTURES, DETENTION BASINS AND WATER QUALITY GRASSED ESTABLISHED HOMEOWNER'S ASSOCIATION. SWALES (WITH CRUSHED STONE BOTTOMS). THE HOMEOWNER'S ASSOCIATION SHALL PERFORM REGULAR MAINTENANCE ON THE SITE AND ALL STORMWATER CONTROLS: INCLUDING: DRAINAGE SYSTEM OPERATION AND MAINTENANCE-PLA : A HOMEOWNER'S ASSOCIATION SHALL MAINTAIN ALL DRAINAGE STRUCTURES INCLUDING CATCH BASINS, DRAIN MANHOLES, LEACHING BASINS AND CULTEC UNDERGROUND STORAGE SYSTEMS BY INSPECTING THEM 4 TIMES PER YEAR AND REMOVING (CLEANING OUT WITH A VACUUM TRUCK) SILT/DEBRIS A MINIMUM OF TWO (A) QUARTERLY PAVEMENT SWEEPING (AT THE END OF EACH SEASON), TIMES PER YEAR (IN EARLY SPRING AND LATE FALL). (B) QUARTERLY TRASH REMOVAL FROM THE PREMISES, ELECTRICAL SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY, 170 MEDFORD STREET, MALDEN, MA 02148-7384, CONTACT: DAN CAMERON (781) 388-5367. (C) SEMI-ANNUAL CLEANING OF CATCH BASINS, AREA DRAINS (INSIDE EACH INDIVIDUAL LOT), LEACHING BASINS (WITHIN DRAIN EASEMENT AND PARCEL A), LEACHING BASINS ON LOTS 1,2,3 & 5 AND ALL DRAIN MANHOLES PROPERLY DISPOSING SILT, SEDIMENT AND DEBRIS OFF-SITE BY A SITE MAINTENANCE CONTRACTOR WITH A VACUUM TRUCK (TO OCCUR LATE FALL AND TELEPHONE SERVICE: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC, 459 MAIN STREET, SAUGUS, MA 01902, CONTACT: DINO IMBERGAMO EARLY SPRING), (617) 381-6403. FIRE ALARM: FINAL LOCATION, SIZE, DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS. (D) MONTHLY MOWING OF THE GRASSED SWALES (WATER QUALITY SWALES), AND TWO LARGE DETENT1CFI §A§INJ (DRAINAGE EASEMENT ON LOT 11 AND PARCEL A), (E) SEMI-ANNUAL INSPECTION (AND CLEANING OF SILT, SEDIMENT) OF TWO MAIN CULTEC UNITS (ADJACENT TO THE TWO LARGE DETENTION BASINS). ROAD PAVEMENT ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH CITY REGULATIONS. THE PROPOSED PAVEMENT CROSS SECTION FOR THE ROAD SHALL CONSIST OF 1.5-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 2.5-INCHES (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES DIAMETER COMPACTED IN TWO LIFTS MINIMUM TO 95%) ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. FlNISHED GRADE HEAVY DUTY FRAME AND COVER HAVING CURBING & EDGING \14 r�\��\ \ \ MINIMUM INSIDE CLEARANCE OF 24" THE CURBING SHALL BE SLOPED GRANITE EDGING (SGE) AS SPECIFIED ON THESE PLANS. ANY CURBING INSTALLED WITHIN THE CITY RIGHT OF WAY (HIGHLAND AVENUE) SHALL BE VERTICAL ..; '..�// LE BARON LT 105 TO BE LETTERED "SEWER" GRANITE CURBING (VGC) AND MATCH THE SIZE OF THE EXISTING CURBING AND SHALL BE INSTALLED PER CITY DPW AND ENGINEERING DEPT. REQUIREMENTS. WHEN MATCHING THE NEW Y`" CURBING TO THE EXISTING CURBING, THE JOINT SHALL BE FLUSH (AND ON LINE AND GRADE). SITE CONTRACTOR SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS 24"DIAMETER I REQUIRED. ,` CASTING TO BE SET ON AND COVERED SIDEWALKS AND HANDRAILS x 'I � WITH FULL BED OF MORTAR THE PROPOSED PAVEMENT CROSS SECTION FOR THE SIDEWALK SHALL CONSIST OF 1.0-INCH (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) WEARING COURSE ON TOP OF 1.5-INCHES � I. STEEL \ ,. RE-BAR ADJUST GRADE WITH COURSES OF (MINIMUM) BITUMINOUS CONCRETE (TYPE 1-A) BINDER COURSE ON TOP OF 12-INCHES OF ROAD GRAVEL BASE (DENSELY GRADED GRAVEL: MHD M1.03.0 TYPE C, NO STONES OVER 2-INCHES SEWER MAIN 0 1 . ( ) �'. BRICK AND MORTAR (3 COURSES MIN., DIAMETER COMPACTED IN TWO LIFTS MINIMUM TO 95%) ON TOP OF SUITABLE SUBSOIL AS SPECIFIED BY MHD AND CITY SPECIFICATIONS. PVC COUPLING :I: \•` 5 COURSES MAX.) -- MIN. SLOPE - 1/4" PER FT. Z MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP. SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. "� �I N ' BITUMINOUS WATERPROOFING COMPOUND (TYP.) N .,I C TWO COATS OF BITUPLASTIC NO. 28 HANDICAP RAMPS SHALL BE INSTALLED (AT HIGHLAND AVENUE) PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS. HANDICAP RAMPS SHALL BEA " j' n \;' MANUFACTURED BY THE KOPPERS CO. AND 6 PVC SERVICE PIPE (SEWER LATERAL) \• APPLIED IN ACCORDANCE WITH THEIR MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 83o WITH HANDRAILS (OR 5% WITHOUT HANDRAILS). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN INSTRUCTIONS CONSTRUCTING HANDICAP RAMPS. IF RAMPS ARE NOT CONSTRUCTED MEETING ADA REQUIREMENTS, THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE 6" 45' PVC BEND (ROTATE AS REQUIRED) I CONTRACTOR TO REPAIR OR REINSTALL. N .'.j REINFORCING SUFFICIENT TO WITHSTAND RIP RAP w °� 5"MIN H-20 LOADING PVC WYE BRANCH WITH 6" LEG I, RIP RAP SHALL BE USED FOR SLOPES THAT EXCEED 2:1 (H:V). RIP RAP SHALL BE PER MHD M2.02.2 (DUMPED RIP RAP). STONES SHALL NOT WEIGH MORE THAN 400-LBS EACH. RIP > STEPS 'I RAP SHALL BE PLACED ON A 6-INCH CRUSHED STONE BED (MHD M2.01.4) ON TOP OF MIRAFl FABRIC (14ON OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL. PVC COUPLING • �: SEE NOTES I MANHOLE TO CONFORM TO ASTM SPEC. C-478 PLAN - - - (4000 PSI MIN. COMPRESSIVE STRENGTH) STRUCTURAL FILL UNDER BUILDINGS AND/OR WALL FOUNDATIONS SEWER MAIN O-RING RUBBER GASKET JOINT (TYP.) STRUCTURAL FILL UNDER BUILDING SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER). PLDE ASSUMES NO RESPONSIBILITY *1 • v1:' CONFORMING TO ASTM SPEC C-44 N FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATIONS. NOTES: �. 5"MIN '+:' BUTYLE RESIN 1. GRADIENT FOR SERVICE CONNECTION 5"MIN a THE CONTRACTOR SHALL INSTALL (PER ARCHITECT'S SPECIFICATIONS) AN EXCELLENT UNDERDRAIN SYSTEM (AND FOUNDATION DRAIN SYSTEM) SO THAT THE GARAGE FLOOR/BASEMENT IS NOT TO BE TOP OF MAIN AT BEND. Q W 1. I 'Io DAMP AT ANY TIME. 2. SERVICE CONNECTION TRENCH SHALL - I. I COMPLY IN ALL WAYS TO THE GENERAL 't m RUBBER BOOT CONFORMING TO ASTM N SPECIFICATIONS AND TYPICAL TRENCH I TABLE 236 TRUCTURAL FILL (SUB-BASE) UNDER PAVEMENT SECTIONS FOR SEWER MAINS. ;:I, _ ,I ' SPEC. C-443 PROVIDING WATERTIGHT SEAL A SUITABLE SUB-BASE MATERIAL SHALL OCCUR UNDERNEATH THE 12-INCH GRAVEL ROAD BASE. THIS SUB-BASE MATERIAL SHALL BE MHD M2.01.7 (DENSE GRADED CRUSHED STONE FOR � I SHAPED CONCRETE INVERT Ir- SUB-BASE) AND COMPACTED IN 6-INCH LIFTS TO 95%. PRIOR TO INSTALLATION OF THIS STRUCTURAL FILL UNDER THE ROAD, ALL UNSUITABLE MATERIAL SHALL BE REMOVED, ANDA 6" 45' PVC BEND N o I ""C' LASS'I ., 1. I� GEOTEXTILE FABRIC SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. FINAL SPECIFICATIONS BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO 6" PVC COUPLING � ;I CONCR�7E I.. Q RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE ROAD. 0 6" PVC SERVICE PIPE I I:.; ONE WYE ;_ I 1 (SEWER LATERAL)' ` - � NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, ° ° � � THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL � STRUCTURAL FILL FOR SIDES OF STORMWATER DETENTION BASINS \ _�F e e , b . . 4. , e. , U j STRUCTURAL FILL FOR THE SIDES OF THE STORMWATER DETENTION BASINS SHALL BE SPECIFIED BY OTHERS (NAMELY A REGISTERED GEOTECHNICAL ENGINEER). PLDE ASSUMES NO WITH BRANCH ' " \ . _ � "V . " ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. N RESPONSIBILITY FOR MATERIALS OR CONSTRUCTION OF THE DETENTION BASINS. LEG °- '-I CRUSHED STONE BEDDING ' 1 = - - - - N ° ' (SEE SEWER TRENCH DETAIL) - - I=-- o CRUSHED STONE - o I - o _ - 1=I ;-- I I- - - PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY N CRUSHED STONE USED FOR BEDDING UNDER STRUCTURES SHALL BE MHD M2.01.2. > '� -III_I I I-I I-1 I 1-I i I TEAM; ©FFIRM STABLE 8"MIN. DEPTH, 3/4MAN R I S � _ ' UNDISTURBED MATERIAL MHD M2.01.2 - 1��k MASS STONE FOR PIPE ENDS I - (NOTE: LEDGE IS LIKELY) suBeASE -- m - o - I PER GEOTECHNICAL ENGINEER SPECIFICATIONS `� q M STONE FOR PIPE ENDS SHALL BE 5-FEET x 5-FEET LOCATED AT THE OUTFALL FOR EACH HEADWALL. STONE FOR PIPE ENDS SHALL BE MHD M2.02.3. STONE FOR PIPE ENDS SHALL BE p - CHIMNEY INVERT OWNER/DEVELOPER: o�� SCOTT IAN `y LL U) PLACED ON A 6-INCH CRUSHED STONE BED (MHD M2.01.4) ON TOP OF MIRAFl FABRIC (14ON OR EQUIVALENT), ON TOP OF SHAPED/GRADED/COMPACTED GROUND. - - (ELEV.SHOWN ON PLAN) PAUL FERRAGAMO 2 PATROWICZ rt, 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS S.INV (FOR SEWER LATERAL) NOTES: 419 HIGHLAND AVENUE, SALEM, MA 01970 c CIVIL. RETAINING WALLS (ELEV.SHOWN ON PLAN) 1. USE 48" INSIDE DIAMETER MANHOLE FOR PIPES 24" OR LESS, (978) 977-9801 -P No.s3esa o ti 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS N USE 60" INSIDE DIAMETER MANHOLE FOR PIPES GREATER THAN 24" �O FQ/ P� 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT ALL RETAINING WALLS (MOSTLY CONSTRUCTED OF IN-SITU BLASTED LEDGE) SHALL BE DESIGNED/SPECIFIED BY OTHERS (NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL �k 4 ENGINEER) TO MEET ALL LOCAL AND STATE BUILDING CODES. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF WALLS ONLY. PLDE DOES NOT CERTIFY WALLS OR FOUNDATIONS, THEREFORE PROFILE 2.STEPS; STEEL REINFORCED COPOLYMER ATTORNEY: �S/ AL AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ ASSUMES NO RESPONSIBILITY FOR THE RETAINING WALLS (MATERIALS, CONSTRUCTION, FUNCTIONALITY AND/OR PERMANENCY). RETAINING WALL PROFILES, DESIGN SPECIFICATIONS AND POLYPROPYLENE PER ASTM, LE BARON NO. GEORGE ATKINS STORAGE AND TO DE-EMPHASIZE EXFILTRATION rn CROSS-SECTIONS SHALL BE PROFESSIONALLY PREPARED BY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER AND THEN SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR BUILDING SEWER LATERAL- L115 OR EQUAL. RONAN, REGAL, HARRINGTON TO CONSTRUCN. 3.TABLE AT 2/3 PIPE DIAMETER. 59 FEDERAL STREET, SALEM, MA 01970 NO. DATE DESCRIPTION ,� (978) 744-0350 X107 A THE TOP OF EACH RETAINING WALL SHALL BE AT LEAST 6" HIGHER THAN THE ADJACENT FINISHED GRADE ON EITHER SIDE OF THE WALL (AND THEREFORE WILL ACT AS A CURB FOR CONNECTION DETAIL PRE- CAST SEWER MANHOLE DETAIL ARCHITECT: T STORMWATER CONTROL). PROTECTIVE FENCING (PER BUILDING CODES) SHALL BE INSTALLED (ON UP-GRADIENT SIDE OF WALL OR ON TOP OF WALL) FOR ALL WALLS HIGHER THAN 4-FEET HARRY GUNDERSEN ru UNLESS SPECIFICALLY WAIVED BY THE CITY BUILDING INSPECTOR. Not To Scale Not To Scale GUNDERSEN ASSOCIATES WATER QUALITY GRASSED SWALES & INFILTRATION BASINS FOR STORMWATER MANAGEMENT (9 CENTRAL STREET, SALEM, MA 01970 (978) 744-1000 z SITE CONTRACTOR SHALL GRADE THESE AREAS (SHOWN ON THESE PLANS) TO TEMPORARILY CONTAIN RUNOFF WATER (SHAPED AS A SHALLOW BOWL AND/OR SWALE). THE INFILTRATION DEFINITIVE (DETENTION) BASIN BOTTOMS SHALL HAVE 4-INCHES OF LOAM ON TOP OF 2-INCHES DEEP PEASTONE LAID ON TOP OF A 12-INCH DEEP BED OF CRUSHED STONE (2-INCH DIAMETER CLEAN SITE ENGINEER: 0 CRUSHED STONE, NOTHING SMALLER, NOT 2-MINUS, NO ORGANICS). THE BOTTOM AREA (SHOWN STIPPLED ON THESE PLANS) SHALL BE HYDROSEEDED (WITH NO SHRUBS OR TREES PLANTED SCOTT PATROWICZ, P.E. WITHIN THE STIPPLED AREA). PLANTING OF SHRUBS AND TREES CAN OCCUR (IF REQUIRED) AROUND THE EDGES OF THESE INFILTRATION BASINS (OUTSIDE OF THE STIPPLED AREAS). PATROWICZ LAND DEVELOPMENT ENGINEERING 14 BROWN STREET, SALEM, MA 01970 N (978) 836-6400 SUBDIVISION - Q 6 FIELD SURVEYOR: W GAIL SMITH, R.L.S. SITE PLAN NOTES & DETAILS NORTH SHORE SURVEY CORPORATION E 14 BROWN STREET, SALEM, MA 01970 for S? (978) 744-4800 `° 11 RESIDENTIAL LOTS TRAFFIC ENGINEER: W GILES HAMM, P.E. U VANASSE & ASSOCIATES, INC. for a Site CI t 10 NEW ENGLAND BUSINESS CENTER DR. SANDOVERUITE 4MA 01810-1088 Highland Ave. a #405- 427 (978) 474-8800 g Salem, Massachusetts APPROVAL UNDER SUBDIVISION Date: April 20, 2011 ° CONTROL LAW REQUIRED: SALEM PLANNING BOARD PLDE#99-34 sale: NTS Sheet 7 of 11 9 Land Owner: Paul Ferragamo 0 419 Highland Avenue, Salem, MA 01970 b g• PATROWICZ M LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem, MA 01970 8 (978) 836-6400 In I °' NORTH SHORE SURVEY CORPORATION 0 14 Brown Street, Salem, MA 01970 Cl) DATE: (978) 744-4800 M r_ a) E 9 6 L 1" CHAMFER I' �i CROSS COUNTRY 1=III=1 I 1=1 11=PL GRASSED BOTTOM DEPRESSION CROSS COUNTRY 4" LOAM AND SEED UNDER PAVEMENT -�,LT 77I- DESIGNED TO SLOW THE STORMWATER 2"DEEP PEASTONE LAYER OR APPROVED SLOPE ,'r T ----- RUNOFF AND ALLOW FOR 4" LOAM AND SEED UNDER PAVEMENT PROTECTION SURFACING OR RESURFACING CROSS COUNTRY o GROUNDWATER RECHARGE w AS REQUIRED. UNDER PAVEMENT - �- 4 LOAM AND SEED OR APPROVED SLOPE PROTECTION SURFACING OR RESURFACING 6. 4" LOAM AND SEED AS REQUIRED. r, o OR APPROVED SLOPE \\ \\ \ o Kr;. .) ROAD BASE (GRAVEL) SURFACING OR RESURFACING SEE PLAN PIPE INVERT z z #3 REBARS / / / / / / ° SPECIAL BORROW / Op PROTECTION AS REQUIRED. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ROAD BASE (GRAVEL) 6FOR GRADING 12" O.C. / //\ // / // // //\ / / / - / o.o oCLASS "A" / ;.,• 's _ 'o"�: co ,. .a. .f;. , ... ORDINARY BORROW 0 ! :' p O o o CEMENT I ••• •.• �• ••:� ' ,; • - = COMPACTED IN ao / O o •° . r` / ROAD BASE (GRAVEL) CONCRETE =1 I '` 'r •° - - 12" MAXLIFTS pSPECIAL BORROW �ORDINARY BORROW MDPW MI.01.0 p3 X PIPE OUTSIDE DIA. 0 . ORDINARY BORROW ,, o o o m Q ° o v OR 3'-6" MIN. o (��p o ° �'e '� e _ - M- I ° ° �R '� 2-FEET MIN. WIDTH ° D D - D- I ° w o o° v ° o- - - - - - _ - - .5 CLEAR_ - - - - 0 3 X PIPE OUTSIDE DIA.0 0 OR 3'-6" MIN. MIRAFI FABRIC t3 X PIPE OUTSIDE DIA. Q � � � � � � � Q3"MIN. reo - OR 3'-6" MIN. o_ _� MIRAFI FABRIC _ 3/4" CRUSHED STONE, 6" MIN. DEPTH, D _ D_ C v %D !D 1 D D D D _ D _ FIRM STABLE _- -- ON SIDES TYPICAL c - - - RCP-CLASS V PIPE SUBBASE MDPW M2.01.2 18" z (TYPE:140N) DURAFILL (FLOWABLE FILL-DIGABLE) PER GEOTECHNICAL ENGINEER SPECIFICATIONS END ELEVATION = Q . v . _ - 12"MIN, 12"MIN. MIRAFI FABRIC _ �- CLDI PIPE I SPRINGLINE 3"MIN. ' D. ' �. ' !D D D "D ',D _ ' D, ' o ' / `\ . * ' _ . I- PVC SDR35 OR HPDE ll 1 Q i } o 0 0 0 0 12 MIN ' �� , - . FRONT ELEVATION I = o %, D D2n D o_ %� D - SPRINGLINE = i NOTES: Q • o • 1 . . . • ._ \ / I I .- 12"MIN. - 1. A CONCRETE DIMENSIONS SHOWN HERE - o ' _ •1 - 6"MIN, i - LL i I ' \ 9"MIN. SPRINGLINE o G E � o 0 0 0 0 0 0 . •• s.. + PIPE 1.5:1 SLOPE ARE MINIMUMS. - � � � _ = �_ � •= _ -_ - '• � `' DIA. 2. CONSTRCUTION PER MHD 206.4.0 AND Q ' v _. . • _ . . •_ Q ' IN LEDGE AREAS OVERBLAST AT LEAST - - I ALL MHD STANDARD SPECIFICATIONS FOR -=I -I I I I__-I - = i I-I I-i-- 2-FEET SURROUNDING ALL SIDES OF THE 9"MIN. _ r + -r 6"MIN. -III " CONIC. STEEL HIGHWAYS AND BRIDGES, LATEST EDITION. / \ - - HE - - - _ - - - - - - - ( i-'• + ,* *+*+* CRUSHED STONE (3/4 ) BEDDING 9"MIN, ' ; ++ 6"MIN. D L - -III i'- '-� I-III III- I I- -I CRUSHED STONE TO ALLOW FOR -� I I - w CU.YDS. LBS. =III ' - - EXFILTRATION). CRUSHED STONE (3/4") BEDDING III `+ ++ +++++ 12 '- " 1.08 21 / III-I I / \ IN EARTH " 5 6 / / IN LEDGE ASEREQUIRED CRUSHED STONE (3/4 ) BEDDING 15" 6'-6" 1.34 24 \ / INSITU SOILS 2"CRUSHED STONE (NOT 2"MINUS IN EARTH NOTE: 18" 7'-6" 1,61 30 \ ) SIN LEDGE 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE IN EARTH / NO MIRAFI FABRIC ON BOTTOM 4" PERFORATED PVC NOTE: MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING IN LEDGE 21" 8'-6" 1.95 34 SDR 35 PIPE 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE REQUIREMENTS. F 24" 9'-3" 2.16 35 (PIPE SLOPE-SWAE MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING NOTE: TH. PIPE LONGITUDINAL SLOPE) REQUIREMENTS. 2. USE SPECIAL BORROW (MHD M1.02.0) COMPACTED IN 6" LIFTS. MATERIALS,1. INSTALL PPP E S BEDDING,O THAT I BACKFT IS ILLLAND UCONSTRUCTIONPPORTED FOR I SHALL MEETS ENTIRE T 0 LOADING REQUIREMENTS. CONCRETE HEADWALL GRASSED WATER QUALITY SWALE DRAINAGE TRENCH SECTION 3. MORTAR ALL JOINTS OF REINFORCED CONCRETE PIPE (RCP). 2. USE ORDINARY BORROW (MHD MHD M1.01.0) COMPACTED IN 12" LIFTS. 24" FOR LESS THAN DRAINAGE TRECH SECTION FOR 12" TO PIPE CULVERT STORMWATER CONTROL DRAINAGE TRENCH SECTION 18 " EARTH COVER FOR EARTH COVER „ Not To Scale Not To Scale FOR EARTH COVER OVER 36 Not To Scale FROM 1899 TO 3699 Not To Scale - j [FINISHED GRADE Not To Scale !I 0 CATCH BASIN RIM AND RIM ELEVATION 24" DIA. COVER I GRATE CAST DIRECTLY TO BE LETTERED "DRAIN" ► INSTALL DOUBLE-GRATE v INTO THE FLAT TOP F � F ER �/;•,1 :,.; .. \ r\ WITH 3" LETTERS. _ E 8 Xd*EP ��lg �'�� 22" '• `� MORTAR CAP FINISHED GRADE NOTES: 3-5 COURSES ' PAVEMENT TOP COURSE 1.5 MORTAR / 1. FRAME AND GRATE TO E CROSS COUNTRY- BE BE E BARON LP 263-2 8" • ••'•' MORTAR CAP Y UNDER PAVEMENT 24'MIN 24" NOTES: 3-5 COURSES 4" LOAM AND SEED CROSS COUNTRY ------ 2. MORTAR ALL JOINTS BINDER COURSE 1. FRAME AND GRATE TO OPENING MORTARED BRICKS OPENING OR APPROVED SLOPE UNDER PAVEMENT 3. PROVIDE "V" OPENINGS `�' n z z BE LE BARON LF246 SURFACING OR RESURFACING 4" LOAM AND SEED r HOOD DRAIN FOR PIPES WITH 2" r; o:o (SQUARE) g" PROTECTION PIPE r w F (THREE FLANGE) AS REQUIRED. OR APPROVED SLOPE SURFACING OR RESURFACING (CI CLEARANCE OUTSIDE ; w d 5" MIN. 2. CATCH BASIN HOOD TO z z 26"MIN. NOTES: g" PROTECTION OF PIPE. W N 8 ° 4. PROVIDE MIN. 0.12 SQ. BE BARON LA 266-000 / • ;;v, (GRAVEL) 6' BE LE BARON L202 FOR o:o - ME AND COVER TO o AS REQUIRED. - b » w F r� o ROAD BASE GRAVEL 2. PIPE OPENINGS TO BE r\ 0 '�'�•• 'd o1 171711 J_�4 FLAT TOP » w 3. SET FRAME IN IFULLI BED f-viii N \ �^t• - SPECIAL BORROWrROAD BASE (GRAVEL) IN. STEEL PER FOOT(VERTICAL) AND PLACE 48 f 1 DIA. OF MORTAR. BRICKS PRECAST IN RISER SECTION. / o .� �\ LPER AASHTO III GRAVEL BASE REINFORCED I. 3. SET FRAME IN FULL BED EARTH 0 O .p ° COMPACTED IN ORDINARY BORROW 0 '' d• �• N u3-5 COURSES) MAY BE t " °.;• •' SELECT BORROW MHD 5. CONSTRUCTION MATERIAL PRECAST z A E • OF MORTAR. BRICKS COVER ° ° 12 MAX. LIFTS COMPACTED IN / O o �� '4 SED FOR GRD + ° o c� o ° M1.02.0 COMPACTED IN 48"± 1" DIA. FOR STRUCTURE TO CONCRETE N o 48"- 1" DIA. (3-5 COURSES MAY BE (SEE NOTE) MDPW ML02.0 12" MAX. LIFTS 0 0 6-LIFTS F STEEL INVout ADJUSTMENTS. ° o / ° TS (NO STONES • CONSIST OF CONC. BLOCK H-20 W v .I �'' v� I USED FOR GRADE MDPW M1.01.0 ° - w ------------------ RE-BAR ELEVATION - 4. MORTAR ALL JOINTS c� 0 3 X PIPE OUTSIDE DIA. ° o SET IN MORTAR OR PRECAST --- ---- - Q N " z ADJUSTMENTS. ORDINARY BORROW 0 OVER 2 DIAM) t- �- > TYP 5. PROVIDE V" OPENINGS o STEPS COMPACTED IN OR 3'-6" MIN. ° CONC. WITH A 28 DAY w ( ) --- F STEEL 4. MORTAR ALL JOINTS 0 . Q +� 3 X PIPE OUTSIDE DIA. I } FOR PIPES WITH 2 v _I t 12 MAX. LIFTS p� 0 COMPRESSIVE STRENGTH I •, OUTLET CLEARANCE OUTSIDE N RE-BAR 5. PROVIDE V" OPENINGS I Q ° " OF 4000 PSI. I Ip. HOOD DRAIN w 0 12" O.C. FOR PIPES WITH 2 MDPW M1.01.0 MIRAFI FABRIC W p 0. OR 3-6 MIN. DRAIN PIPE (CLDI) I HOOD REQUIRED , 1' CLEAR OF PIPE. w } O t, ; 00 6. CATCH BASIN DESIGNED AND I PIPE - CLEARANCE OUTSIDE 12"MIN. _ ° 6. PROVIDE MIN. 0.12 SQ. a w C,;: 5' MIN. CONTOLLED DENSITY BACKFlLL BUILT FOR H-20 LOADING. --- > N a OF PIPE. IN. STEEL PER FOOT 7. SEE BLOW-UP DETAIL �' (VERTICAL) AND PLACE ��..' 1" CLEAR 6. PROVIDE MIN. 0.12 SQ. 12"MIN. �`� - 12"MIN. _ (PER MHD) PER AASHTO M199. IN. STEEL PER FOOT - SPRINGLINE CLDI PIPE :• I 5" MIN. 8. USE FOR CB#1, CB#2, CB#18 AND CB#19. --------------------- -- -- SEE NOTE 7 (VERTICAL) AND PLACE 12 MIN. N 7. CONSTRUCTION MATERIAL �° PER AASHTO M199. - I r' REINFORCED PRECAST0 5" MIN. FOR STRUCTURE TO . SPRINGLINE 7. CONSTRUCTION MATERIAL - 5" MIN. CONCRETE BASIN CONSIST OF CONIC. BLOCK = .- 12"MIN. DESIGNED FOR H-20 00 SET IN MORTAR OR PRECAST FOR STRUCTURE TO 16"MIN. + + _ + : l FLOADING CONIC. WITH A 28 DAY TABS CONSIST OF CONIC. BLOCK III +* *+ +*+*+ g"MIN. 6"MIN. 4 ,•'. '-. Q COMPRESSIVE STRENGTH ;, PPE AT /3 SET IN MORTAR OR PRECAST CRUSHED STONE (3/4") BEDDING `* +, + + + : , / i 2 CLEAR : CONIC. WITH A 28 DAY SHEETING ( / ") * + + + OF 4000 PSI. -I I - . �7 DIA. COMPRESSIVE STRENGTH AS REQUIRED - 5" ,MIN i 8. ON ROADWAY: INSTALL 8-FOOT LONG w CRUSHED STONE (3/4") BEDDING -e e-i I- SHALLOW (FLAT TOP - - A �" _ •�� VGC GRANITE THROATSTONE 30 MAX. _i OF 4000 PSI. IN EARTH ->, ., ° _ MHD M2.01.2 - e e e e .. e e e e e - w w DIA. PIPE � 8. 1-#3 BAR AROUND �_ . � . 4 . . . AT EACH CATCH BASIN WITH o o_iv � OPENINGS FOR PIPES IN EDGE IN EARTH TRANSITION PIECES TO SGE. � a � " " IN LEDGE _ _ _ ____ __ ,� 18 DIA. AND OVER, 1 DEEP -SUMP o + NOTE: NOTE:FIRM STABLE 3/4" CRUSHED STONE, 6" MIN. DEPTH, -III III I-III--I I e III - I- =I �,---��� / COVER. SUBBASE MDPW M2.01.2 � 9. STEPS: STEEL REINFORCED 1. INSTALL PERFORATED PIPE (CORRUGATED INTERIOR ` 3/4" CRUSHED STONE, 6" MIN. DEPTH, 1. INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PER GEOTECHNICAL ENGINEER SPECIFICATIONS CATCH BASIN DETAIL FIRM STABLE COPOLYMER POLYPROPYLENE RANCOR SURE-LOK BLACK POLYETHYLENE PIPE) SO THAT MDPW M2.01.2 6 MIN.. PIPE MATERIALS, PIPE BEDDING, BACKFlLL AND CONSTRUCTION SHALL MEET SUBBASE CEMENT CONCRETE '• PER ASTM LE BARON IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH. PIPE H-20 LOADING REQUIREMENTS. PER GEOTECHNICAL ENGINEER SPECIFICATIONS CLASS "A" - : 4 . ` . ' _ . _ .. : Q ''_: NO. L115. MATERIALS, PIPE BEDDING, BACKFILL AND CONSTRUCTION 10. LETTERED: "DRAIN" SHALL MEET H-20 LOADING REQUIREMENTS. _ TRENCH SECTION Not To Scale =III III-III-III I I IiIFIII_I - PRE -CAST DEEP - SUMP 3/4" CRUSHED STONE, 9" MIN. DEPTH, DRAINAGE-TRENCH SECTION FIRM STABLEINSIDE STATE HIGHWAY CATCH BASIN DETAIL SUBBASE MDPW M2.01.2 FOR PERFORATED PIPE FRAME AND PER GEOTECHNICAL ENGINEER SPECIFICATIONS Not To Scale COVER RIM ELEVATION FINISHED GRADE--\ RISER WITH S SECTION UT MORTAR CAP FOR BOTH ROAD CB 'S & PRE - CAST DRAINAGE MANHOLE DETAIL Not T° S°°'e ��j\/\/\/\/\/\/\ /\/.• ';' \ \ r \ \ TOP OF STONE = BOTTOM OF Not To Scale 24' - / 8" COVER �/,\/, CONCRETE COVER AREA DRAINS (inside drivewas OPENING � \ Not To Scale II _ o o o D' o' ❑ � ( � Ln� nll]� 18"OUTLET PIPE (CORED TOP OF PIPE m Q - -- r �__ I_INTO THE SIDE_0_F L_B)_ W I D o o f� [� = 1U� [U]INVERTou MIRAFI FABRIC (ON SIDES ONLY) v _ __. �TO PREVENT MIGRATING FINES Q 8-INLET PIPE (CORED ( ° FOR THE PURPOSES OF STORMWATER F INTO THE SIDE OF LB)- r-=�I �-: 1-1-7711 ❑ [� R' QUALITY CONTROL, THE OUTLET INVERT GRASSED BOTTOM DEPRESSION °- DESIGNED TO SLOW THE STORMWATER -- INVERTIn _ Q IS HIGHER THAN INLET INVERT TO ALLOW RUNOFF AND ALLOW FOR 2"DEEP PEASTONE LAYER v o o _� . Li�J lU_I ❑�] [� 7] [��� ❑ C] Q BOT'f1DM OFD. WATER TO INFILTRATE INTO THE GROUNDWATER RECHARGE w 4 LOAM AND SEED x CONCRETE CRUSHED STONE BEFORE BEING LEACHING RIM INVERTin INVERTout TOP OF CONCRETE TOP OF STONE TOP OF PIPE BOTTOM OF CONCRETE BOTTOM OF STONE OVER-BLAST / _�~ / �' -I� 2' MIN Q z ELEVATION I DISCHARGED TO RECEIVING DRAINAGE BASIN # ELEV. ELEV. ELEV. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION BOTTOM ELEV. \ \\�\� 6' DIAMETER , , D o LINES/STRUCTURES. \//\//\// ' o o 1 133.50 129.62 129.70 132.83 132.16 130.45 129.16 128.66 126.66 \\/ \- BOTTOM OF STONE \/ 2 137.90 134.50 134.75 137.23 136.56 135.50 133.56 133.06 131.06 �, ,a. •r:• w _ FIRM STABLE -III 3 145.05 141.10 141.60 144.38 143.71 142.35 140.71 140.21 138.21 _ _ ° ° •° ° °'' .• •� o o m Q , \ NO MIRAFI FABRIC ON BOTTOM SUBBASE 5 144.75 141.75 142.05 144.08 143.41 142.80 140.41 139.91 137.91 > o,_ D_ v ' R, v ' WIDTH VARIES IN LEDGE AREAS OVERBLAST AT LEAST = - ts 10' MIN 2-FEET SURROUNDING ALL SIDES OF THE _ o o Q o _o . '_ o MIRAFI FABRIC _ D _ ' D_ ' R 'S '_D _' D _ D _ ',D _ ' D _ D _ ' D_ ' R CRUSHED STONE (TO ALLOW FOR o ' . ' t, t, N N'. -- ON SIDES TYPICAL \ NOTES: / EXFILTRATION). _ Z A (TYPE:140N) v v_ v v . • 1. USE SHEA CONCRETE MODEL DW-3SS"(3' SECTIONS) DRY WELL CYLINDRICAL LEACHING D o BASIN (STACKABLE) 6 DIAMETER WITH 8 COVER FOR H-20 LOADING (CONSERVATIVE). / _ _ N N N L y'-- N 2. USE 2 DIAMETER CRUSHED STONE SURROUNDED WITH MIRIFl FABRIC. ELEVATION F OVER-BLASTING m r w a. 3. VY DUTY FRAME AND VER BE LE N LF 248-2 SQUARE BASINACOVER AND FRAME) OROEQUALO BRICKS OROA CONCRETE RISER SECTION MAYBEI -I� r I-I - - IN LEDGE AREAS OVERBLAST AT LEAST REQUIRED. _I III III- I = =1 2-FEET SURROUNDING ALL SIDES OF THE A 4. THIS LEACHING CHAMBER IS DESIGNED TO EXFlL A \ - -�I- CRUSHED STONE (TO ALLOW FOR TR TE STORMWATER INTO THE _ - -I \ EXFILTRATION). CD GROUND TO RECHARGE THE GROUNDWATER AND REDUCE RUNOFF FLOWING OFF-SITE. \ ROOF RUNOFF SHALL BE DIRECTED INTO THIS LEACHING CHAMBER BY UNDERGROUND / PIPING (FROM THE ROOF LEADERS, DOWNSPOUTS AND GUTTER SYSTEMS). LAYOUT AND /\ r� CONSTRUCTION OF THIS UNDERGROUND PIPING SHALL BE INSPECTED BY THE PLDE INSITU SOILS 2"CRUSHED STONE (NOT 2-MINUS) 3d3� (DESIGN ENGINEER) PRIOR TO BACKFILLING. / NO MIRAFI FABRIC ON BOTTOM 4" PERFORATED PVC NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, b SDR 35 PIPE THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL °' LEACHING BASINS, (PIPE SLOPE-swALEELEVATIONS AS RE UIRED BASED ON FIELD ACTUALITIES. N LONGITUDINAL SLOPE) Q N z LB# 1 ,2 , 3 , 5 DETAIL DETENTION BASIN AB & D PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Not To Scale 100 TEAM: ��H OF Mgss N STORMWATER CONTROL OWNER/DEVELOPER: � TT IAN qcy LL FRAME AND Not To Scale PAUL FERRAGAMO p SCO N LU SOLID COVER RIM ELEVATION PATROWICZ m 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWERS COMMENTS WITH OR WITHOUT 419 HIGHLAND AVENUE, SALEM, MA 01970 c CIVIL. N FINISHED GRADE RISER SECTION MORTAR CAP (978) 977-9801 ,9 No.31658 O y 2 7/19/11 REVISED PER CITYS PEER REVIEWER'S COMMENTS --_--_-_-_-__ A'9gc•�c'� N� 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT o \�\ \ \ \ \ \ \ /\/ i ~''" 22 .q `"\/ 8" COVER-, /� \ TOP OF STONE - BOTTOM OF ATTORNEY: WSJ AL AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ CONCRETE COVER GEORGE ATIGNS STORAGE AND TO DE-EMPHASIZE EXFILTRATION 24"OPENING \\��� � .L RONAN, , :. SEGAL HARRINGTON 59 FEDERAL STREET, SALEM, MA 01970 NO. DATE DESCRIPTION Q t ] ❑ [ � 'I [CI TOP OF PIPE (978) 744-0350 X107 FOR THE PURPOSES OF STORMWATER ARCHITECT: O1 ' , m Q N Q pD _v o° v oD 1,5 11 _ Q ❑ C� I 7 I C I QUALITY CONTROL, THE OUTLET INVERT HARRY GUNDERSEN _ ____ ❑ C _� L vI C� . , IS HIGHER THAN INLET INVERT TO ALLOW GUNDERSEN ASSOCIATES Q 12" INLET PIPE (CORED U U C l 1 I - -„---- ------ -- WATER TO INFILTRATE INTO THE 0 � INTO THE SIDE OF LB) ❑ C] ❑ ❑] ❑ � �IOt� 12 OUTLET PIPE (CORED CRUSHED STONE BEFORE BEING (9 CENTRAL STREET, SALEM, MA 01970 (978) 744-1000 z I INTO THE SIDE OF LB) DISCHARGED TO RECEIVING DRAINAGE LEACHING RIM INVERTin INVERTout TOP OF CONCRETE TOP OF STONE TOP OF PIPE BOTTOM OF CONCRETE BOTTOM OF STONE OVER-BLAST _ ( -••-Q-w_Q-o III-11 LANVERTin I rn� fin] Q , - -- LINES/STRUCTURES. BASIN # ELEV. ELEV. ELEV. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION BOTTOM ELEV. '*' EFINI � IVE -� 4111 \ SITE ENGINEER: Q I D a_' D 2' MIN o _ Lq Fn7 �f� C1 �❑ I` =r -I D iNVERTOUtQD,_ D_ ( 6A 135.50 129.40 132.50 134.83 134.16 133.60 128.16 127.66 125.66 SCOTT PATROWICZ, P.E. I- ° ' � o PATROWICZ LAND DEVELOPMENT ENGINEERING [---] [_ � [� ] � � [ __� [� o _ � 68 136.20 132.90 133.00 135.53 134.86 134.10 128.86 128.36 126.36 14 BROWN STREET, SALEM, MA 01970 �- -- i o (978) 838-8400 MIRAFI FABRIC 7A 140.00 135.90 136.00 139.33 138.66 137.10 132.66 132.16 130.16 _ _ � I (TYPE:140N) FIELD SURVEYOR: D o n �. � � � [C.=]1 [�-J� C � ; ON SIDES AND TOP 7B 130.00 134.90 135.00 137.33 136.66 136.10 130.66 130.16 128.16 o o o - ___ ___ ___ o o . o o ' SITE DETAILS �Uj '; GAIL SMITH, R.L.S. . • _ [_] ��-J] [❑] � [_u] [ ❑ . _ . _ o 16 130.30 127.00 127.50 129.63 128.96 128.60 122.96 122.46 120.46 NORTH SHORE SURVEY CORPORATION D ( / 14 BROWN STREET, SALEM, MA 01970 for ' NCR '` 17 129.60 126.80 126.90 128.93 128.26 128.00 122.26 121.76 119.76 (978) 744-4800 6'v DIAMETER . v v o o o BOTTOM OF STONE TRAFFIC ENGINEER: 11 RESIDENTIAL LOTS P.E. LU - - - _ _ _ _ _ �. VANASSE & ASSOCIATES, INC. for a Site at 0 -III-III-IIIIII-III-I - _ _ _ _ / I I10 NEW ENGLAND BUSINESS CENTER DR. MIRAFI FABRIC TO PREVENT MIGRATING FINES \ SUITE 314 a _ _ - �( I- #405- 427 Highland Ave. 0 \ I_ ANDOVER, MA 01810-1068 (978) 474-8800 z 10' MIN. IN LEDGE AREAS OVERBLAST AT LEAST Salem, g / / NO MIRAFI FABRIC ON BED BOTTOM FIRM STABLE 2-FEET SURROUNDING ALL SIDES OF THE Massachusetts c`o \ NOTES: SUBBASE CRUSHED STONE (TO ALLOW FOR 0 1. USE SHEA CONCRETE MODEL DW-3SS (3' SECTIONS) DRY WELL CYLINDRICAL LEACHING / EXFILTRATION). APPROVAL UNDER SUBDIVISION CONTROL LAW REQUIRED: Date: April 20, 2011 BASIN (STACKABLE) 6' DIAMETER WITH 8" COVER FOR H-20 LOADING (CONSERVATIVE). \ PLDE#99-34 Scale: NTS Sheet 8 of 11 cE 2. USE 2" DIAMETER CRUSHED STONE SURROUNDED WITH MIRIFl FABRIC. \BOTTOM of OVER-BLASTING SALEM PLANNING BOARD ELEVATION Land Owner: Paul Ferragamo � 3. FRAME AND COVER TO BE LE BARON LA 268 (H-20 ROUND DRAIN MANHOLE COVER). g BRICKS OR A CONCRETE RISER SECTION MAY BE REQUIRED. 419 Highland Avenue, Salem, MA 01970 4, PER LID STORMWATER MANAGEMENT GUIDELINES: SEMI-ANNUAL CLEANING IS REQUIRED (LATE FALL AND EARLY SPRING). PATROWICZ a- 5. INSTALL HOOD ON LB#6B, LB#7B AND III ONLY (AT THE OUTLET END ONLY). LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem, MA 01970 c LEACHING BASINS: (978) 836-6400 NORTH SHORE SURVEY CORPORATION LB#6a. 6b , 7a, 7b , 16 , 17 DETAIL� 14 Brown Street, Salem, MA 01970 Not To Scale DATE' (978) 744-4800 c m E i U i i I - - _ ES / ' - � \ - - - - 22 \ I � - - B - / I _ _ ARNES CIRCLE � #� \ \\ \ - / 1 I I I RICHARD BINGHAM, JR. \ \ \ / I I \ MAP 3, LOT 88 � CLARK STREET ` ` I I 1 \ L.C. 69151/348 JORGE DELVALLL' \ \\.\\\\ / / �2 I # - I I MAP 3, LOT 79 f � / BARNES 1 \\ , w - ` / - CIRCLE I I \ \ \ - BOURQUE NOMINEE I I DE K S 16.0013 \ / / ` \\ / I I \ 2 BLOWUP � - / ` I HousE � 130.03 a \. \ \ / , / I REALTY TRUST � \ �o Nor TO SCALE \ '\ \. MAP 3, LOT 93 I 770.04 ��\2 ' _ �' ` \ L,C. 66214/318 I IRON PIPE W O \ \ BARNES CIRCLE '6' \ CFND) \. � - W \ TBM#5 I TOBIA DELULIS I I 20 \ `W - / \\ •\ \ o MAP 3, LOT 92 I I ,OUSE I \ - / \ • \ 1 BARNES CIRCLE #' BARNES CIRCLE °75 I I L.C. 33202/144 DAMATO REALTY TRUST ` \ \ \ \ BARNES CIRCLE SILVIA WAYNE \ \ PANFILO DAMATO I MAP 3, LOT 89 LAWN & LANDSCAPING \ \ MAP 3, LOT 91 I JOSEPH , LOT 90 JR I \ •,70.25 \ \ \\ I I MAP 3, LOT 90 L.C. 13355/238 \ .+70,45 / \ I L.C. 32714/333 •./ # \ I I L.C. 69605/325 HOUSE � /` / \ \ \\ \ I � � �, � ,6, I \ CLARK STREET � 6' - - _ I LAwN & LANDscAPINc 1 I �EcK✓ 70� / 1 .\149.co \ \ HENRY42.,UTKOWSKI \ \\ I 170.04 v I I 'I 'I I A V v MAP 3, LOT 78 - \ A TBM/8 f \ _,�.oe / ¢• \ \ / 23.794 I \x, e3o 1 \ \ C\, 57514/265 CLARK STREET I I v 89.80 I I I vv\ v v v v v v �� ; - - _____ - _____ - - ` // \ - \ +\ \ _��- ---- - ____ - ---- - ___� - ____� - \ \% I � _F - _ RXES \ � \ ,III' I -r\A 4 CIRCL______ - \ \I - E \ _ __� _ \ I/I / I A \ '11ii,........ - _ \ � � - - ----- - ---- - - III - IIII' I I \� I N \ / \\ _ � I � \ � \ ♦ I \ \ #12 I I rVOGD � � I I ♦*% � \\ DECK � \ II 1 0�\\0.' 170.94 / -// \ ,124.11 #14I \ / i� EXISTING LAWN & LANDSCAPINGII � #20 q0 A\ � \ \ II , i \ 0"I 0.75 \ / I I #18 1 *% \#16 \ � EXISTING LAWN & LA DSCAPING \ I I ♦ \\ 1110.25 / \ '400 4��00416` 2J., F--------, 1% II ` � '7�36 � _ � � 1878 ' � \ I I I / HOUSE1111X \ '' \ ` \ 699q ` / ,169.31 II I I I \ I I I WOOD I 79.06,, I # �� I I ' DECK ,171.19 / / I I I 1 \ i\ , .s ,w2.99 5 ✓ - � _ + 6 voo6 \ � I I I I 1 I EXISTING WOODS ( IGHT VEGETATED\COV\ER) \ � � �, s - goo� � � '��4 0 \ - I I I I / ` I \ \ --. - - Da I I I 1 1 I �\x,68.30\ \\ \ \\ 1 \ \ '� fry Qt \ '' - / �t n 23.79• \ _T _ - _ / 0.04 A , �,6;, 1 , 1 IV A A v V A\ V A \ V A V J �� � �j \; I -�_ - I I I ` ` / I \ I \\\ \\\ � - N \ EXISTI G LAWN & LANDSCAPINC ,3i �G5 � 3.eo 1 89.98 1671st 1b6.5� v cr v v / , `A wir- S' - 157.06 EXISTING LAWN & LANDSCAPING B I# \ \ \\i \�� `lam i s Q, �` � �� \\� \ ,� �� t- ,� \ / p`! z6\ O 1 STONE 57,a 87.15 8.87 +169.83 II \ \ \ `S l `�_ p�OQ \N i a N o y -j \ �, _--� � OR\�€ �1 6 - � � \ I F3TAININ I I +170.1 \ 11 1j� W 1 G � \ ,188.45 9.17 � 1 !Q'y W \ \ \ \ \ \ \ i 7"Y 1" Ci pkjN LL 24 R15 s9 \ 116'U d 3 \ ' 154:70 y � C 1\ D r,Z - , LINK F 2 97 57 z, 1 1 \ \ \ \ EXISTING LAWN & LANDSCAPING \ 69.2'7 15'C m % ENCE \ ` sT \ / o y \ PAVED DRIVEWAY I / `_ WA sz6,3 v v vv vv +108.65 ` \ _„ A ss, V A v y v v �,i� v o o *151.79 5 '57.83 y \,164.9 \ / .g 1, \ \\ \\ \ 20"CHERRY 1 +sa as , 2 C :i7 • il sz \ \ ` ♦ \ \ \ \ CA e \ I \\ sa 665 EXISTING LAWN & LANDSCAPING - \ \ .189.19 +769.r \ \ \ \ .168.5, \ \ \ \ \ \ \\ \ \ \ ze.6s ,v+ I I 1T51M 151- +sz.az 58.84 ,.58.67 ?' \\ \ \ +169.15 \ \ \ \.,I,.,,. 10 / 1 Its \ \ \ \ \ \ \ \ \ EXISTING LAWN & LANDSCAPING #3 \ 5 ;:�__ 'S8.}5 aC I \ \ 41\4.83 \ \ \ _--_ \ ♦ / I \ \ \ \ \ \ \ \ \ G I so.zs' 4"MAPLE 14"M PLE 161.88 \ 12'N D1 I \ y \ •G \ - 153.45 ' \ / U \ \ \ \ \ \ I / ,6.921 / \\ �\ �\ \\\\ �C \ \\ `\ \ \ ;s.ae �j ,; ' -_ OBOULDER '2 MAPLE \ x,59.81 \ \ \ \-" 14'7.86 \ \ \ \ t I 1s,.7t 1 +,51.58 JA --_BOULDER \ 1 sr, _ 15 147.17 \7 \ +,86.14/ ee.e7 / I I\ \ \ \ \ \ \ \ \ \ \ (fl *� - ' zs\ LAWN & L CAPING // \ \ \ \ \ • O r4 23.31 Z4\MAPLE,I 998150' \ ,150.78 s - - \ 6 sz f \ \ \ \ \ \ \ A E' SHED•G t 2 '-' V1 r fio.oJ / \ \x+51.74 / \ 1\ is � s I I I \ \ \ \ \ +lasso O 1705. / ' \ \ \ \ `` 26 154 , 41ez7a \ ` J, \ \ \ R {{{'''/ \ _ \ -153.20 ` `\ \ 1 \ \ \ \ g`- \ � '\ \ \ �R \ t 16123.24 \ / \\20" ERRY 80 DER 154 \ \ \ \,`\ \ \\ 1\ \ 87.37 \�\�+ees0 \\r 109.12 BOULDER ,+51.17 ` aa \ // D 1sb5z \ \ \\ \\ \\ \ \ \ \ \ \ \ \ WOOD ze,z + zs. rQ \ I 4s.16 1 'MAPLE ` x108.00 \ \ \ \ \ \ \ \ \ \ S � • I � O,a9.3s t -_ x,s2.z1 15 24'TREE I \ �\ _ -_\ \ \ \ \ \ DECK / • I I so.� r ,149.78 3 P ------ 3 \ \ x \ \ \ „5655 ' \ \ \ \ \ \ \ \ \ \ uz.77 „z y 149 49.56 \ +,50.57 \- ss.zB` ` \ \�s9ne\_ \1 \164.71 i \ \ \ ' \ / \EXITING WO DS ( GH1�\VE TA��D EOV�ER) \ \ \ \\ \ \ \ x,4154\\ \' 4� '7,,-;16 E)149.36 11��rr ' * \ \ 198.93 _-x 185412 , 18 \ +188.88 \ \ \ \ \ \ �q I I 3 24-Ir "TREE - 91.71 _` 152 +153.13\` 1� EE \\ \ \\\ -_-- \ EXIST89.6z LAWN & LANDSCAPING /'� s o \\ �\ \ \ 15761 \\ \ \\ \\ \ \ \\ \ \ \ \ \ \\\ " �:N, 2} I BOU DEn \ 112.67 \ \ +1ss.,0 \ _\ \\\ -` ``\ \\ \\\ \ \ \ \ \ +., - \ \\ `\ G \. +769. \ \ \ \\ \\ \ \\ \ �' \ \ \\ \ \ \ \\ \ \\ \\\ \\ \ \\ \ \\\\ \ \ 32.9, �� 1 -;,?^�.-_ 148.14 , - .� +150.49 _ \ _ - 1 \ _ - - 157.,\ \\ `\ \\\\ „53.27154.41\ \ \\\ \\`\ \\\�/�OF�S\\ .20\ \\\ \\\ \\,64 d,\\\'+,8Z32\ \\\\\ ,170. _*'. `x\�4 OA88.70 8.9 .3a r\164.1� \\\ \\\ \\ \\\ \\\\\\\\ \ \fix \, x.,,.27\\ \\ \ \ \\ \ \\\ ��a�b\ \\\1\4.� X725. / ..�1��' \ 11 N I' ,148.72 148.34 ,148- , x149.50 ,,49.64 � � \ -,- \ \ \ \ \ \ \ \ \ \ \ \ \ \_ -___.--. -. --.__\ �\ ,168.96 ` , \ h \ \\ \ - \ \ \ 1'S 38r + \+2 \ \ \ \\ \\ \ \\�\\`\�\`SSGB / '126.72,, 124.89 2D MAPLE 2Q IST t__ s9 x,49.39 150- v v v v v A - 149.24 -_ \ \ 7 5.83 \ \ +16556 \ \ OAK \ \\ \ \ ts6 oT 1+1+ \ \ \\�\ \ \ I }erv. -- - _-- s +I.+F+ +t \ \3946 _ \ I ,I .> ;0; 1 21 99 --- x 149.23 \ , 0.61\ \ \\ \ \ \158.14 \ \ \ \\ \ �16a��5\ \ \ -164- I .1e2�SQ \ \ +I 4++1` ` \ \ \ \ \111P N Hj T+ 1 147.68'%( - ' 749 \ \ \ �\\.153.2 \ ISTNG\WOO�S (UGHT � GETATED COVER) �\ \.\ 1, =,68.45 23'CHERRY --- ` +64.,.:: I \ \\ `+(•+ L 1 J + \ 6a\ \ \ \ � �13� \� \ -.131.82 1 ..' /\ ,� \ \r 162.tY 1 •,45.82 /� \ \ 14ss 14753 *+a7.a. 15"T c \\ \ \ \ 88.97 \ + I r Ir \ \ 1 \ \ / x146_97 q ,, ,148.15 ,147.72 .T47�T ,747.50` -_.._-.I,,&-- \�� \\ F\ \ \ •152Jb \\\ \ \ \ \ \\\ \ \\\ 4 .18. , yf69.0J ,168.23.' +166. II\ 11 161.24+ +`�:++II}'+Ih s*52.3{+`i \ \ \\ \ \ \ \ \\\ \ \\ I I /1 I /l 7.17 \\! \ 12 * 12 69 I -_-'-__ `•j� ,123.1 142,27- +147.44 \ \ I 1 \ \ \ / '� \ H e4 7 , \ \ \\ I t w +, �: 1+. I I \ \ \ \ 1 , 1 I I l , \ c7 6"HIG 14677 ) R � ,� \ \ \ \ \ \ I r / I \ \ \ 122.67 Y R�'W .,36.38 ,146.92 /147.12 _-- 6_. ` ,�?��?' \ \ \ \ , 69.08 / J + I+ 4.{1. EXI Tl WOOD$ (L GH7 VE\ ET TED(COWER \ 9 , _I1 - x14. e_ -- - --- __ -, \ `, �Z \ \ \ 0"T BFe `+I` f 16 16 28 1 I p 61 \ \ \ 146 25 .148.28\ so. \ `\ 54.82 \ 61.48 , / �,++ ++ I+ + 1 \ \ \ ! ! I m V v 48.99 --_ v v v Y7'TREE '� R � / �. + +`l` �<, v v )rte, I A � �j \ +,58,55 1162.3 \ +,63.83 , I� \ ,166.65 ; +16506+ :,748. 7 \ \ \ .1 e1 I ' \ \ Ix 168.85 7 512 / / \ \ \ \ \ \ \ \ \ .t6j. e \ +\'. \ \ \ rV ,146.87 _ 146.74. 4J \ \ \� T E \ \ I `,4•+\+ / / ,51.23* Y +I + I I \ 41 56 \ \ x137.3 1 1 1 I R °7 #435\ I / / +++++ + t .as 144.64 7q6 ,a6. --- \ Bt1473. OER\ \ \ �is2.14 �\ \ \ BBULDfixe7 I LED�E++\+ / i'� _ / �./ ++4r+1 1 I \ \ \ \ \ \ i I i I V v A A v182.52 I /1' A V I \ , 7 +145.30 \ ( \ \ \ \ \ \ ,� I +,\+ +\, \ ' ,167.42 x 7 / // / ++'+rl0# 1�7,07I41154.11) II I \ \\ \\ 1 \ \ II III / 122.71 4'CHERRY ' - -- \ \ \ 87 \ / '- .- / «r + + I t4s \ /' �� .34 \ \\ a.oz // \f„45.49 +,45.64 / \\ `\ 4"TR ` \ \ \ \. \ \ \ + x,690 (4)36"CHERRY 4188 e s 12 + r I 3 \ �� zz.as���rrr / O 0" H RRk O v z2.3� 144.89 4 \ \ / 166 y \ •145.49 ,115 84 +145.84 y- \ 6\ \ \ \ \ \ .15575 \ \ \ \. . a 185.1\7 + '\ - 169.40 y +/ + d + H I \ .``40.24 I I \ \ \ 27.20 / _.,4355 145. 45.02 \ \\ uz01 4147.44 \ \ \ \ \\ �L« I` 11. \\` \`, 1'.' , ^,' - BAR-BE-QUE / , aose` +/ + +I 1 OAk \ �� \ \ \ \ \ ` 2254 aslz EXISTING WOODS (LIGHT VEGETATED COVERS - _ >�__ \ \ \ \ \+' \ \ \ 69 � \ QGRILL(CONCRETE)r155 ' / 1 I I I I I 1 I I I `� \ \\ \\ i2z98 rj� \ CONC // v v v \ v A +149.27 v /' / ,59.31 I v v v I RETE - - - - ,"�- 1 v v \ 'I V A v v 1 v + v.`+ A _ _ / / ♦ / I I 1 I I ,x}.28 ! v - WA I X141.94 / -145 / a ��Z'TREE v x148.28v v 1 v its 23 1+ \ \ / 65.56 3.tt � I .,bs.a J v v v v RET. / 144.5 v ,� v A 151.93 V v v v x188.14 �" / / / / I I I I g �. A \ v v \ #j 143.!6 +,44.40 .44.97 A / /' \ \ V A \ r\ 1 A V v \' 1 \ A / / 1 41 ].�s I \ \ ' ' EXISTING W00 ODS VEGETATED COVER ' `16 / � ♦ / / / P e� I V I I 1 v 189 v v __ / 5- / / ts�.es '155.09 / I I I \ \ 6"HIGH - / `d4a.oa \ \ \ \ \ \ \ \ '�.4��1. ..14x9, \ \! 6B D ( ) 143.90`144.2 ,144.54 -- - \ \ r / +784.52 y184.05 / / I 1749.122 I I ` #429.09 \ \ \ / ,180.6 / 21 I 1 I -- - _ RET.W -,15758 1 \ \ \ \ • I I \ \ \ ALL .144 [.4.78 - \ \ \ , \. 1.` �' ! / I �2. 9.54 \ taxes _ 1 / ! I I / / I I I 1 v v v A v v 12205. 1+2.86 - ¢¢ - \ \ \ 1 \ \ \ l` 6'j ' / ! ! I I I `\ 14 B6 „44.20 x117.65--`_ x,44.08 \\\ �\ \ \\ \\ \\ \\ ` 11 \\ \\ \ \ \ \ `+� .1 ..! „6757 - - / / / / /' s157Q�Q1 I i I \ 14S.p7 I I / 3A\ \ \ \ \\ I \ \ \ \ \ .1s\\ \ x \ \\ 66 - \_. - - / ' / / / Z4 OAK 50,50 \� \ I I I 7 \ \ \ \\ \ \ \ \ ' _'_ ` ' 154.79 \ 35. 3\ I 15 APPLE r1A 7 \ \ .148.o \ �, + - \ / / \ \ zzss �* _ \ \ \ 2 \ \ �57seq C` + + ,143.27 4.5 ., \ /' 84103 64.OB '- ! ' \ 1 \ \ \ 142.17 _ - ---- 143.12 \ ` r 148.19\ \ \ \ \ '\ '\ + `\ 6' •185.5 -164-- / ' / / L 50.99 \ (\2jQ G1 ERf�Y `IS \ \ \ \ \ x� 1 -J4 _ \ 144.80 \ \ I \ \+ 1 S .1.e ♦ / / 12"PI E 11,9s / 9.21- r \ \ \ \ \ \ \ \ 2214 7 4353 1 3 - _ \ \ \ \ \ \ \ 4` \.\.� .,02.28 \\ \ / - Y / / / p' \ \ ) \ `� C. \ \ \ \ 7211.1 x142.35 ., -- .142.43 \ \ \ \ +1+•d +\ +\� \__ \ ! I / / � 15411 150.45 \ 14.1 +172.45 \ • 122.06 \ 1 I \ \ \ _ 6' \ 156.06 - / ` / / ` , ' 1 2.1 / , J� / / ) ! 1 .�79.7q /� \ \ \ `'\ ,22.58 _,142.08 \ \ 1 \+ \ - �\ Y + ` - _ _ +14254 ,w -\ \ \ \ \ \ \ 7 , +\« \ / / taD.1d / / . I \ 6 \ �v; 7.37 BO DER. 8142.16 \ \ \ \ \ \ •�� A \ \ �\ / -i - / / / 1�5.4{L I 1 \ \ \ \ \ \ 1 I 15 T E ,165.90 / _ - 3.y9 x __�V, -------. -,142\2------- \ \ \ \ \ \ \ .ty\9.71 \ \ 155.41 r' 1+ A \ (`2)17"O _ _ \ /' + + /_�V / / / # 1 I \ \ \ \y/, \ \ \ \. Qw r 143.00 .,42.25 , '14'2` \ \ \ \ \ ` \ \ \ \ ,54.59 µ 1 + \+ \ \ \ .zs` '163 �\ / / // /'- ' // + / (2)16-VAK /' Ds7.17 /753.84, '152.2 150.301 114"�HfR YI I \ \ // \ \ \ \\ \ \ ` \ \ ,III' r a \ \ \ \ I L - \ 3 3 OAK - �t�- ,`142.91 \ \ \ \ \ \ , +I + .15�.�3 \ ,`M62 90 \ / ( ) i.162.8 4 162.81 / ' +1 , / /' /' ' ' O I I I I \ `�1 \ \ r `j4 I - ,14,,42 - \\ \\ \ \ \\# \ \\ \ .I ++ + .1 \ \• \ \ / _ / / h ,4.8s 1 I 1 �' \Z \ \ \ \ ,164.32 ea.D2 / so a3 4 P I \ \ e,3 EXISTINIS WOQDS L16HT V GETA ED CO ER _ / 154 150.59 ' I \ \ ( ) - \ \ - \ .165.46 - - / 5 9i HERRY /: LD6fi / / 0 1 \ \ \�rt19.80 x140.78 \ at0 , +142.61 +117.85\ �,T6.�5 \\\ \ \15,.28 \ \\\ ' - ` I\ 1\\ \160.25\ \ _1 _ \ \ \ \\\\ \ \ ` / - / '/ _ +181.Sg ' '+fir ( ) / / / / /' 154 FAN / // \ \\\\\\,1\4.5 11 I �1, \\ \\ \\ \\ \I ,771.85\\ \ \-:. 't 12,9a I i I . ` x14107 \ \ 15'OAK \ 62 \ \\ \ ` _ ' -I -162, / / 3 2 0 / / GE \ \I \ �* +\ - / 140,98 \ \ \ \ \ l I .188 \ \ \2)4 AK \ \ \ ,1183.05 x184.67 ��/ ,167.77/// /' - 16 )"..` �15B�Y /' / / / PN 751.20 ` ,149.58 '15;P K I I ,3 \ \\\ \\ l\) 33.e,DERS\\ \ }1 1 21. \ i x141.49 '• v (3)30 R v v Ov 3.,9 v v A 1 t 2 BOU 141.52* ab.90 r . BOULDER .140.8, \ \ \\ \ \ 61.64 161 \ \ / \x 7 \ E. 03 \ \ 2,142.25 O1azz2- \ \ \ _, - - - -- 0� _ 54.91 CH 1 I / 9, \ / \ \ 2zx j \ 141.62 �' • \ \ \\ \\ x1.56 \ \ \ \ \ \ \ \ \\ \\ _`__ �i - / 16"/ ` X16158.85 -... 151.55 ,151,43 \ / ,148.61 �'7� I \\ \ \ \ \ \� /172.79\\ (4�p. �Y \ x ' WATERSHED:B ' \ \ \ \ , \ \\ +.x,63.82 - ' _ ,60.57 `{� - � _ ,59.25 20"OAK _ �' .1,37.47 \ 1 ,44'70 BO DER 16"dH RI�Y - - - sa 9s \ / �' 4151 60 \ \ _ 59.14 NG 1`\ ku.e7l \ \ \ \ ,4,.4, \ 150.02 \ \ \ \ 179.751 I \ 19 92 1 160.22 _ - 104 1 / / 748.19 \18. I 40.5 7 Q \ \ \\ +J0.6.� 14.27 \ \ \ \ \ \ \ \ s '155.52 \ ,lata \ \\ \ \ \ \ \ \ \ \+158.28 \ ',60.16 i ! * 158 i R� p\N ,15,.21 \ 1 4 ( ) \E \ \ \ 140.35 \ 14 x .141.75 - -740- .,at.eB'�\ \ \ \ \ \ \\ \ \ \ \ \ \\ \\ lS \ \\ --` -- / - -' u 6 .,so.aa 4 7 ty8. I \ \ I \ J9.e4 3 12 CH ERR I'� O 140.47 \ \ \ \ \ \�, 9 \ +++r++`. / 157 154.72 52.12 \ / \ /� 4154 .731.53 \ \ �R - 6 '7 40.50 A A V A V A v --3�'•-r+'w-+ .760.5 V I V A �+ ,'.1'.84 \\ / A V v v v v v �v \24°C RY ,15122 '1354 0 / .119.12 / i +179.74 \ \ \ \ \ 4 50.83\ \ 157.57 7 - ++'-- 160.92 /- 8158.1 +,57.72, - 15 / R 152.}2 39.50 q •-�n; x122.}7 I / ;/// / \ / \ \ \ \ \ \ \ 81.38_ + ++++ _� / - / _ / ,was VeD RKING AREA I \, 7, \ 1PATERSH ;R + i/- \./ 1{3.77 \\ .14b.0 \\ \\ \ \ X155.10 \ Sg. \\ 60.89 16096 _ z- / 6 54.41 os \ �' 179.71 „60.74 \ 1 \ \ \ \ \ Y >"+ ++ - / 55 2.46 149 74 // I \ 1 ,38.51 I , // 140.76 140.03 \ \ \ \ \ \ \ _(2,).15 OAK / J l+ L ' +139.4: �� \ +` +� + 1 ,52.4 tag.0 ,19.86 \ \ \ .i$7 75 .v ` +++ -- / / 5 ) 49.91 147.69 148.07 I 4 32 281+ 139.91' ,_ 139.,8 \ \ \ \ \ \ \ / t 2.27 150.51 48.76 7 141.20 \ ,152.73 \ 7 - + r'3S6.B�' - / / ' 2, 1 \ #401I ! ,179.50 39.24 \ \ \ \ , Sl ,�++ +f` ---_ / / x 49.74 \ ��. / 8 1.48 \ \ \ \ \ \ \ \ \ •--+'� 158.59 / •154.24 ` \ FI I I 1 9 / __ -__-- \ \ \ \ \ \ • + / \_\"A\4)50.33 + ,137.99 122.64 140.68 / "- '139' - \ ,\140.99\ \ \ \ \ \ \ \ \ \ \ _ + + "- _ _1- \N / 147.5 x,41.47 41.9 1 ON O x 50.45 1 148.15 +188.26 ' / \ \ \ -,� + ----_--- i- I 52.47 P E ,48.66 J ! \ I 12"MAPLE \ \ \ � \ \ \ \ ` ` \ 15 -+__'159.54 -_ / " -ise.7s'- 1 1 EN / 150,24 14.15 J 6 _ / / +139.88 139.06--- ` \ \ \,143.{S \ BO LDER \ \ \ \ 37.84 I ' / - /- r 138.76 \ ` •\39.13 \ \ \ \ \ \ \ 147.7\4 \ \ \ \ 55.07 \ --1 Sfl.29 "-- / // -._. 1.10 f \ ` \ \ X� \ \\ \ \ \ I 36 // \ \ \ \ .157Aa _ - ,,-759.0° 56.78 I 1 /* 51.17 1 48.46 6184 \ \ --141-- / -,g ,138.4 \ \ \ \ \ \\ \ \ 5 -- \`\ / i' -\ ( )--- - " x • 50.56 150.89* 1 148.,9/ %'/ .24 \ \\ \ \\ \\ \ 122.28, - r 155.65 ` i I I /�1�B.9e +178.20 \\ \ \\ \\ \ \\ 51.23 \\ \\ \ 1 5 -156+54 -2 14 OAK es ' % 51.14\,51.9 / _' \ rrv. ti _ \ \ \ _ \ \ \ - 1 + + 179.88 �/ -� _ _ A \ \ \V A \ \\ \ I\ \3 \ \ - 157,0, , / 1 ,151.92 -v A '� V 1�.77 A V A � a,_M +121.87 A + !+'` \ \ \ 's4ti 4,57.27-" I -75 / M '14.06 \ \ \ \ I \ \ �r1 g3 LAWN & LANDSC PING \/ \ \ I - � + �� , ' ' +148.14--- \ \ \ \ \ I \ \ \ 36 AK \ \ \ _ � - - - J ? x,51.48 / / / �'_'� x tai � \' x839.05 ' \ \ \ \ \ I \ \\ \ \ \ 154 - sa _ - }15.64 \ �150.1�/ � 2,MAP�E e \ 1 I \ 110_ 1'_i$ x 1317.45 v V A 1 \ V v v v - 55 03 , A / / 1 OAK I V v 1.r ` v I „}8.71 / / \ \ \ +1 9.76 \ \ 1 1 \ \ \ \ \ \ 154.82 r,54.43 - r LAWN & LANDSCAPING 151.11 *151.46 I ' 147.18 146. \ \ \ D I 1 x136.86 I t \r�,l \ }6.72 + - _-- _ \ 1 \ _ • -- -15}.45 T .•�- �_'. .\ `\ + + I \ I I x778.21 '\ \ \x148.o� 53 _ _ I �� I 13. 4 d 4 ♦ , / / V A -� I A V • / 7 I / 95 V V \ '+' I \ GARAGE 37.85 , \ \ �- 1 - WATERSHED:D,, 48.12 1321 .I`i 1 ,2322 I FFE=136.71 39.71 40. �'+14L06 \'•'39.28/ / .138.55 • 78.54 / i/�1JB.BS x136.47 - \ \__-- ,* ,6\,\\9 \ \ \ \ \ \\ \ \ \\ 15152.28 - -154.61\ ,154.30 +154.61 .5.33 / --- -/ Z 7111157 50.02 / 46.57 \ ;+1 \ \ \ _ y 1'� \4�\ \k S_ 1 � , i \ 1 1 \ \ \ - / 51.1 \ \ I+ t 7 1 .y T1 SIGN \� _ -`� / r 7 x1. 1 HOUSE •50,5 DRIVEWAY +42.20\ k I 139.66 \ _ -- ------ \ \ \\\ I \ \ \ 5.40 144.79 \ \ 1 1'I I / si \ \ 1 'OAK! ` .,38.03 I 1 x122.68 PAVED PARKING AREA 179,65 1 \ /� ,135.40 98 \ \\\\ 4 \ \ \ 75}.86 / 1 1 5.00 4.90 1 1 I. d t I 138.6,11 I139.30 - l/ ' /I _ - - \ \\ 144.11 \ \\ \-- x151.60 / - 6� .r, II I 1 I \.\. .91 722.11 , / / \ \ \ \ 1 ---- - - - _ / --- - - 6.29 / 144.21 \` \ 20"MAPLE / \ \ \ \ \ \ 5- 452.95 n,� *, 0.46 I \ .13.90 ,a0.5� '138.81 / ,/ ,,x36.09/ / \ \ \ \� \� k\ \ \\ \ \ ,152.78 150.7}. ,a6.}3 146.06 135;45 _ r \ \ IB 2 +,52.78 S$� / I ��, I__ _ \ \ \ )+ ,, \. \ _ \ _ 153.49\ _ I I1 ) 6 ,131.11 y`° se _ \ \ '\ \ \+ a � \ l -- - v �.69 V - / - - GARAG€ ":°E\ 39.2, 740 i /' / '\ / -- \+ + e�«` \ \ \ �750� (330 MAPLE - ' � i .1Js.Q3]5.73 t 91 78.65 _ _ / 38.11 ' -- -' - � \ \ ��\. ,\,+ ��\ EXISTING WOODS CIGIiI_YEGET27EQ COVER -150 FFE=146.24 ' } l / I_ / - x\ ,,,,\ \ \\+\ ( __ .60 - .1 . !j 146" I I \ \ ) /152 51 J4 I \ Z / -- L *a>� <v - 46.74+ \ -- - 24'FREE i I � X13 \ i .1.3].59 \ � \ � 4 \ x152.11 _ 4e.,, 148.22 PR _ 5\ t - x133.78 \ \ 1+ 1 .,51.81- - -/ / 148.24` 14d.19 146.5 I I _-/ -- ` 9` _ \ -i---__ 41vYAPLE -- / - - 46.1 4616 LAWN & APING 1 2,1a .,,38. + , 38.30 '.137.88 / �� . }133.07 \ � + \+ # �\ 4 �� _+� \ \ -'� I....39.4}, ! ' __ '/ /' / / x134.471 -----' �\ Y��~� �.1++\'\ 7� ''\ \147.92. \ 149 0 � /, 146.4 _Q -. -146 I,,. j '._.._ #429\ + + 1 \ \ RR \k 4 EC 0 43180 ' PAVED 3221 ;+ ,- " / +7 .,33.31 /- h4.j\`;\� �a 1 1++ a 15.91 \ 1 8 \ 3s�3� OAiF 451st 24�TREE- / 4"OAC 149.71 \ 46 .91. 4 `N\ n x v - _ ,�A+ + .6 / s ,_ I DRIVEWAY 24" ( ) ---- 890 -- J 4 _ - - a 46. 2.55\ ,1327 - _ - �� a 144.24 w- _ 3841 0,' / r . + + b +\ - o - -' - xis 48.24 \ r,bs ee a6 G 791185 LAN SC 134 U ' + +' 8+-r-� , ♦ +176.43 \� - -\t � # +t '+ \,�r,, T_+ +� �_ (3)_Ie \ - - - �88 / // 1L8.04 x145.88 L I, '\ \ P / I x I ! ,\` "tet _ � yyyy'�y 148 ! -s P' . PAVED �� Z�.. «` ,r+,+++++.,:\\++,L GE - - --- - .,35.85 // \ \+\ 43b.414 ++1•�,.\.4`+�+ 148.OJ 747_ -�.t4I \ / ! - _OAK / // 146 � • • , I P i 1 DRIVEWAY I 133 39 OL - / 31.03 \+ +\ +\ P+ -+- - ` - - - - - - - - - - / / -- po, ;a 1 _- - 136.08 ,736.85 _ _ -., 1,3 7' ,1'}7.11 ' ,\ ++/ ' / •� 1��.. ,731.81 ' -i 17\12,,934`� It +1+�: +,.+�+� w �\+\ t +,4258' \ +149.88 1 / ' /1 --- 147 - - "� / -145- \ . •3'(\ �. ^ _ I.u. .. 123.141 7 13 +136.14 1+ 1•' \ 1+ 1+ + + I +1 r+ ` / ---51 4"TREE 148.38 / , ---- / a I I - ft -"2_L7 - I _ ----- ---- ----- .\ 425 1 3 ,3296 .132.48 +1 '1 Ir+1+ + �+ \ .149.51 - _ -i 4.09 135.75 *-,`+ \++ .x13 i I \. + I+ + .t k A + \ \ _, , - - _ - / + , , I `- + �'�\ A\ \ \\ 746\ 9.04 48.77 XISJ1NCrtN66DS-(L16tT VE TATED COVER) �� x14 e � NOD •E l x130.25 + ` .,45.4 \\ 14 �' \ / E r_ '_`+_t' ,34.52 ,2 7 E. FG 9B _+++ +\, I. ---x733.96 .133.05 ,131.75 1.� 1+1r r1 I.+ : ->_ _r \t 'C+'\+ A` \ ---- _ - - \ r++ + r + + + r r+. (k� . �z-_ '\ `L Z 1 1 + +.y6. t, � ------- - - -' -± -+ ,6 143.42 t4H.a t-+------s-a.-,-, / ..�' 17 - + \ r I .1 , 'A , r + + + + + + + 71. 1 A \ a9.9 / / ,- . 145.38 144.94 *144.32 \-, + + � WP _. a�+.1p7.6s x ,� �o ,1.+�r1 .;+�+ }++ +`+� t \ -; -/ - - - - r�r +I A - ' - 144 ---'x _11 45.,; - �$._ + r - ;. C D f _ LOW POINT ENTERING DUNKIN 133.50 ♦ _ �j 131.68 `` - - _ - -- -i,�g16Rs \+ �' 1' �, 1 I 'I 4,43+ + + it `\+.� )q3 ` 145.41 - - \\ / 'it �1-+�1.� 43 +r-+fir._ �\ / 320"OAK " .. z -r>�,-rr +*rid _� \� �. , , \\ 31,82 3a a1 -t I +I *1r\ _ _ _ + ++ + ,\ _, ', + s a - 2. _ - 14258 �-r�-+ ����.cuRe 31.68 732 134.1 + ++�1 • �,/�+_ ---- _ YE x,70.48 �.It2w��+�r/ - z-;,3� +1+�.; :6,} t + 3� ,'q? �� - - , \, „4796 ��r r, ✓` i ';a, '' s`�z4• :+ - _� . _ -.':_ �;i ��o k. i \ DONUTS PARKING LOT) }1..,e CUT 37.81 31.14* [f= 7 /+ l +�+ r + w�'U��•aa \ 47 , \ - - .-z +s+a_ ;s +i- T + _s'� _ _ k\+ +14446 - --;I- 64 - +/+ +-:-- �� � ._ -+_�+ . < ,Y+ / �• j 137.36 ,31.72 •132. W, .i + + \+ +-�_ +,i + .7q. �� _ ` --_; /+�-+. r -- -'140-+T+-+.`_s.�+-,-L_ _r_ _+- k\+ -�`�-�+ .Vii+ yr_i-* �� /+ + +-1,39'. `/ X3130••-CHtRRY w• -- - ' -',122.90 ' I�. CB {M6@6@ 131.18 pU -�' 6!♦ 'y31 ��..4 �+ +� + +.`�� p\ -- 0 �• - + ' r+ T` -- - -rr -`T-.+ -. - - ./ . + + + « r+ I I ) '..2333 / W 0.96 R ,31 x732.29 F` \r �� - - _� - . �- Y+ X13 +i -� j. HI .B C x '� \ 2 +� _ �.?\tea .T +r`-.�� _ - - _s..`�.�,r r`« +�-. - %,/+ �s}, "_�+ --- �. ,.�-+' �.%+ .c`s_ +�z+ `:+ .%++ / f , �,+ �., , s �s_Lt 139- \''. .�. F` �-_� +�• 9' 731.68 1�7M'wi 0.88 UT _ 131.21 +171.40 'S 9. -, -138 / ,s-'-+ /� �' -*_+ +t rv� +/ /+ 1 + + s + + + + + -+- + + + . + + .r +.� + + + + « e r FF _�� R 51.12 131.29 RAFFIC „}t 60 /, 7 + + + + \+ \, + ti+ + + + v :,3 -_ �: _ _` -_.�+� �`�+ -s-� - �4 +/+ -r --r+- ,- - -t-`F�--�\+ y z„ r + v + . +rr 1, . : , lNVout-128.91, � 29.9s � 4 1 +\+ r �,� r >� @ v� : _ '--,-i= - j% , _+ - - 137 --- \\Z y +4 ++_< ti` =z4 ++ +/ d z.z0 * ,32.25 "CHTPOLE % 12 .52 `\ + r 7.3 ,- t-- *` - r-. "i�4 + + +---.-- +�+_ - +T+- `s - / +i* i- z.� .-s`- _ r�-r-�.x. ,t < '`Y - - - _ i 4r +/ B '/ 13.4613,.18 TRAFFIC P I+ ++ +\++ ++. +-+ +�_ �+ a ��,-rr+ _z+..T-«-r', s:.+' f _i�.�{ 136 L �r}-++ a w .. + _+ �_ 'rte+� ' _ _ - 13 ';� '` _ + \+ +4�+ +` \. 7 r.1._+�-+-`2 �d +` - -" . i-- -,` - +�+ - ' _�. +-+� ±\ + + ' ` - - - +++ + + �++ `+` 37,}4+ 122.49 /' ` ,j _ -.�r - �.i ++ y1.+/ =ASF+ �*-: -t + \\rY+ i✓ + }.r+ vT�.+_�+s 'i i+✓+i + ++ �i_+�� 1. +:+/ /• /• ^7 _ !` .1 26:72 _ x .1.-2.<v ' ' 600 , LIGHTPOLE \ I+T+ + `+ . 6 -= + + r + �. .- - a1.Jx. _ _ - ;-_ � . .-135•- 1.3 + + y ,+_,�_+ - T + , / / 35 - 1}7. L +�+ =* +11 13 -�= t= -1-�' � _ f� + �. +/r ,�.`T'+ �'1J�b•+ +i w >^_f-«-+ �.t -�+ +r ,/f + +�+-± _ �T�-✓+` �S ?.��_1C < + + + + + + goo 1 139.7 r-� i� 5 r a-+ - - - - 31.06 \* s_ �.--+ i + ++4s- a_s` r� + + : -+ . -�` > . ,- .-- - `r -- - 134. , . - - _ i + + _ 3'as 1� / 2 �_ 3,0 0112 E _+ + . + + + 13 �-_ _ + i _ + "' - - 2571 . 13,.41 ft O ¢ \ \ �j __ 4 _- _+" -_ -+-t _ ,/++ + 4 '+z`+�+ + _ ,, +�1++ +l --- �✓f... ':n r=, , �� B ---..-� 130.81 +�+ ++ + -T-,- + 3 + r- + + +. _ _ + _ -+ -- +� + + 171.4 13 -_ - - J i�-+ i�+y �-+_t+ T-s-,_+ r�,+ �k + _ i %. .a 332-01 + z-•` 133+-= �r err -•,, +.�+r✓ + + t�_�...-s ,� +;36A1�+%+.✓+ r+-._ �N i ,22.51 __ 1 J 9. + ��� ++ + 3 + + -+---+ +1-1_ + ++ +_+ -_t + - /+ _y + + +++ + + + + ++r++ ++L..1. + ✓+ + + + + + T '� ,�s-r�-' ✓ + .+_+ + -\ - _ T .00 I JQ + iy3Y.53+ -- - _, .t + r-1. + --130 0^ i + + _ v 40I * / Q WHI E (INF' B ` O \ 132.74 fr/+ + + Tom. r + + + + + + + T-+_+ +-r-�1 �r� + + +-� + -ate�.. . _ .i - �+ +�-+-ter ` 7 -+-'r a'-+T-«-r'+ +v` --+--+-+-rpt \ i�-+-+--+_+-< + /+ + +�a�a,13�44. x3 i . ✓ti'I5. 12164 9 -_ -_ _-a__ 1 , , 132+ ,-i-+-J.-a_L 1 -+-�1 , 'P-I_L IAF -1�+ ` `r LFD(,iE2 � 134.57,. - _ 122.5 .121.0_ 'A , . , , , , - r`T++= + + + , , + �+ + ++ + + ,. «�, _�_�_-•-� +_ , �., / ,. 2.73 1}1.09 �L�� 0.58 '730.69 +` + + + t + + + + r-4_+ + + + Y_+ + r_+ + + _A34e82� + ri T' - r 133.25 - _ 122.45 137.81 +i + + + + + + _ �--.a +` _ a--i-+ _- - -+•''+♦ ++�+±T +_a-+-+--r-r+�-+� a +-- t- -}-`-L + +/T _-=-� 122,92 _ z- 131 +-+_r + -+ + +-+-: +_� T-k,Jsss / _ - _ r+-4 *471.82 I�o.eA�,-'_�� - .`� �� + �zs 23.72 I + / '\ 1 WH,I ,31., z-�++++ + :' 131 + +=-+ r-•--' +�+ + _ _ � -ti <. �J +_+ t�-+_+ +r-+_1.m-+-til-.� _ � + +-1 +\. ' r+++ + .- -a=._+ - 122,24 T + r-r+� +1-L� + + r 1-L r --- ,139.82 , 5.66 •134.,2 ,133.52 +�-r�-`.`+�`r,-b30-+-� + .�+-f'�� T r-^r� �.. �4 LINE uo.zsp :�_+ + F T -+ - j _ -. - _ x0 z 123 / *1 21.76 E �R r,q�r_ -�- + + + +�.. 13 ,1379* „34.25 +�' h i� 126 aB T + T. ,Sc c._ __ 24.,0 1'1.~ 22.86 � �7eI 1 B CUT,7o.o, C.\. SDEWALK * r ,.-+- , _ --, :- � �- .u,se • '30.60 1.0.0 130.18 2955 -its - T 128.64 - -- -- 128,82- X51 _ 129 -- . / 12466 N + '-' I 7 Y29.73 125.2 '/ - - , 122 69-*- i 1'PATERSHED.A �-� - =_�;2 - - �= - _ 87 GUTTER LINE OF Jo.7i \ /�r-�' N0 +B M.I. 29.15 i X68 (i Bs 24.22 `..- Rt 882 � WHITE LINE \ �1�. „2733 DMX 06866 (HIGHLAND AVE PAVEMENT & < e 27.57 --- Riy 22.95 "�'---fes MEDIAN STRIP RrM-191.97 m z L-. -•65 129.14 _-- - ,29.02 " 1Z 128.,4 '26.-E .\1.6 125.0 - ,Z4.12 •�r .7 DI'I¢CP) _ INV{n-125.f8 IMPERVIOUS STEEPLY SLOPING LEDGE FACE) jjVVjn , NODE C+D rnrvo,�t�f2o.s z? _ RIA(-129.53 + �� ? , 12 zs es - �� • , ,23.62 ! ,32.11 731 72 � 126 E: 123.82 2 C. ,29.53 �pA� T�•>- 128.56 B- - - ,23.69 _- -__ x 141.71 INVout��25651 / "Tz9 zs "~o` �•7s6� - _ - / - _ �- � WHITE LINE � 3 27 a2 - __ -. --- - \ 26 5- A- 1Y 131.88 INVovt-125.08 1- I _ �_ ,24.49 _ �'�"= P��_- \- ,7,.87 _- - , }z,10 + _U,�'- 14157 __ WHITE LINE 4 , -_ , � "I --_--__ ,3,.22 \ -1001, 1PATERSHED:C .- 25 25.56 124 , Ir DMX 7116889 2.14 � -_1S' �+ 7?S� ' RIJf-=192.11 � STOF��G - �--__ s DYX _ , I 191.75 \ \ 95 (HIGHLAND AVE PAVEMENT & �� 122.97 INV{n-125.97 4 31.96 _ft '_-__ __ `\\ x uo.e' 'NV{n�124.59'(#6865) } TE LINE IMPERVIOUS STEEPLY SLOPING LEDGE FACE 1 23.'6 INV{n=126.83(�16888) I 31.90 - \ INV{rt�f21.28(1�8888) \ ) NORTHBOUND iNV{'ntf24.9'4(y118@@ -4 3 --gyp FICSIGNALION --- ( ) R0 UTE 132.12 7 _ \ I INV{n-127.91 8@5 \INVout-124.94 WHITE LI ? � � ��� � INV{n-12b.91(,�6@@6) \ �NUE ae ____1b„11(ItCP)NE xz � -�R�p�____ INVoid-124.28 \ . HIGHLAND A -__- _ .124.21 I „31.20 7'� ----------- -- 73p „2s a:. `��6P� 1 a �/ �� 3073 ----____15"D(RCP)-- 7?9.- �8 - -DYX 1�686f 124.8, WHIT 3154 �---- ' DMH 76888 132.18' (q \ \ ----_-_ * Lo 31. I _-_-------�-- r)F M n1An cTRr IE�,�-- ,+ 1NV-124.81 I -- - INV{n-f20.73(,�16882) 172.78 ,-- \ RIM 4132.15 O 132.08 E LINE RiY-192.15 Z 31.31 ` \ 16 D(RCP)-__---- B ---- ---7" - \ INV{n-118.29(#6869) cy - _ 1 .132.19 w ,31.92 14 \ DMH /6869 ,28.3, � INVO19-118.92 - _ �� _ 1-- /�1 1 CB /8886 131,48 1 a ' RIM-190.92 -- RIM-128.91 INV{n-121.68 A / INVota-126.81 30'39 INVo1u#-121.45 "a _ 131.7; WHITE LINE 4 129.85 Q 132.7 D 132.08 ! 1 N ,z9 0= M _ -�� , ,\132.01 \\ \ _ 0132.03 \ #392 s11I 7 •132.60 37,87 3) \ 1 DMH ,68@5 ,131,81 \ y 1x1.61 3161 S 0 UTHBO UN7,59 WHITE LINE \\1, IGHLAND AVENUEN ',3169 `�O H1.6.19 I ' \ 71.68 CB 851 1 r- , 71.77 141 es '15.54 31.45 RIM 191.92 30 ea \\ 51.55 1 71 .41 1 3 1 .J2 13143 \ NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, � I 3,.66 7 w131.27 J 2 - 31.30 131.27 2 \\ 29 THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL _ _ a ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. .N - _ 131.71 73094 3001 ,29.99 129.80 129.08 _ V) x132.4} F �� _ - - ,77.28 _- ,30.74 - --- - ----,--- �_x ,3,75 1 #396 - _ - _ *130 02 131 94 - _ _ -. - C .,31.46 1.3, - ,70.66 - _ _ _ _ _ _ - - - - - PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY ,3,a� TEAM: `'131.79 �' 131.52 131.37 �" OF M x I 3 44 31.10 OWNER/DEVELOPER: �y,'FP 9� #400 � qs W 'l, o SCOTT IAN yG F- 14521 /\ 17 M PATROWICZ Q 31.47 419 HIGHLAND AVENUE, SALEM, MA 01970 0 CIVILr�+ 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS s1. - 3,.17 94 I (978) 977-9801 00 ,9 No.33656 O "' 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS O � I 610 r1_ ` \ 112.58 ATTORNEY: A�oF�S�SAIPc,� 1 6/21/11 REVISED RPER MWA HR MANAGEMENT SHOWING MODIFIED CURB CUT D S 0 TE TO EMPHASIZE DETENTION/ - \1 I GEORGE ATKINS STORAGE AND TO DE-EMPHASIZE EXFILTRATION C) - I RONAN, SEGAL, HARRINGTON !_N q `? 59 FEDERAL STREET, SALEM, MA 01970 NO. DATE DESCRIPTION 3 (978) 744-0350 X107 ,72,46 132.71 \ M - �` 1 M �_ LEGEND ARCHITECT: 'i w � GUNDERSEN ASSOCIATES EFINITIVE HARRY GUNDERS 1:5 WATERSHED ANALYSIS (9 CENTRAL STREET, SALEM, MA 01970 p (978) 744-1000 11::V Q //' N 132.83 J � MAJOR WATERSHED AREA (DIVIDING LINE) SUBDIVISION SITE SCOTT ENGINEER: _ PATROWICZ LAND DEVELOPMENT ENGINEERING 33.00 e 0 13x36 11.0 `� 1978 BROWN 838-6400 ET, SALEM, MA 01970 Q-, (D Ag \ _.- MINOR SUB-WATERSHED AREA (DIVIDING LINE) ( ) WATERSHED ANALYSIS : FIELD SURVEYOR: B1 A (PRE- DEVELOPMENT) � y9G *15353 GAIL SMITH, R.L.S. W �1 &Z7 g SUB-WATERSHED IDENTIFICATION (CHARACTERISTICS DEFINED AS INPUT NORTH SHORE SURVEY CORPORATION E // 11P 3}6 14 BROWN STREET, SALEM, MA 01970 for � PARAMETERS IN THE HYDROCAD PROGRAM) .2 1 }5.40 HYDRAULIC PROFILE (FLOW PATH) TO CALCULATE TIME OF (978) 744-4800 11 RESIDENTIAL 33'53 CONCENTRATION FROM THE HYDRAULICALLY MOST DISTANT POINT IN TRAFFIC ENGINEER: LOTS � O THE WATERSHED TO THE POINT OF COLLECTION (TYPICALLY THE WEIR GILES HAMM, P.E. w CONTROL STRUCTURE AND/OR EARTHEN BERM) POINT OF INTEREST VANASSE & ASSOCIATES, INC. for a Site at -} // WHERE RUNOFF WATER FLOWS INTO YET ANOTHER NODE 10 NEW ENGLAND BUSINESS CENTER DR. SUITE 314 # 405 - 427 Highland Ave . O 3423 ANDOVER, MA 01810-1066 a / p ^41 `., $ C HYDRAULIC PROFILE SEGMENT (978) 474-8800 Q134.09'\\ 137.87 E9 /' \, FLOW DIRECTION (OVERLAND FLOW or FLOW IN GRASSED SWALES) Salem, Massachusetts APPROVAL UNDER SUBDIVISIONDate: April 20, 2011 12 \\ C SECONDARY NODE (POINT OF COLLECTION WITHIN THE ASSOCIATED CONTROL LAW REQUIRED: >✓ GRAPHIC SCALE WATERSHED) CALLED "POND" or "LINK" IN THE HYDROCAD PROGRAM SALEM PLANNING BOARD PLDE#99-34 Scale: 1" = 20' Sheet 10 of 11 p 20 0 10 20 40 60 1,34.5, Land Owner: Paul Ferragamo > ENTRANCE TO PRIMARY NODE (OUTLET POINT OF DISCHARGE) WEIR CONTROL 419 Highland Avenue, Salem, MA 01970 U '34'24 134.07 NODE•A+B STRUCTURE AND/OR OUTLET PIPE AND/OR CATCH BASIN CONTROL 3481 AND EGRESS FROM .3 ( IN FEET ) 77401 STRUCTURE CALLED "POND" IN THE HYDROCAD PROGRAM 1 inch = 20 ft. '34.77 PATR OWI C Z HIGHLAND PLAZA LAND DEVELOPMENT ENGINEERING 34.68 EXPOSED LEDGE FACE AND/OR STEEPLY SLOPING VERY SHALLOW SOIL ° COVER 14 Brown Street, Salem, MA 01970 U) 134.93 (978) 836-6400 0) / NORTH SHORE SURVEY CORPORATION J) 14 Brown Street, Salem, MA 01970 'O DATE: (978) 744-4800 IIIIIIIIIIIIIIIIII M M a) E U O 0 EXISTING LAWN AND LANDSCAPING \ ` -� \ 1 \ STONE RETAININ - I I \ - "', l�" / / I \ D a ` \ ` ` ;� 24"TREE, / �' \ ` \ \ i5"CHER' I" -- 1, W/ CHAIN LINK FENCED / / \ / \\ ` 1 `� I - �; v ,D� \\ \ � \ \ ,6 20 CHE I / I / \ 152 ' EXISTING LAWN AND LANDSCAPING , �s �♦ `�\ `� \ ` 3-- " I Z ` ♦ � \ I � / \ 2a"MAPLE 131 I i " I . \` EXISTING LAWN AND LANDSCAPING ' ♦ \ ------- ----- I - / \ .�Jr' I -"MAPLE I----/ 14"MAPLE BOULDER 12yRPL \ __ r -- Q \\ � ' ' B `♦ `` \ ` ` -- C _ ,I \ I / �A �\ \ --\ ,�,� -150' "04" I - / 12' APLE \ ss / �� � j At -f I , - 0BOULDER ------- I �, '4� 4 \ I \ -, ` ` \ EXIS NG LAWN AN�lANDSCAPIN \ / /--- --- ` \ `� \ `� ., EXISTIN GETATION / - --,ss- - \\ ,q`_ / /' \ •-.�.'y I i \ I ' \ 20"CHERRY / - \ / ` \ � \ / --\�N I ,' TO REIN AS IS / Boy DER ,-! ,54 - / / \ \ / \ 1 / BOULDER __ _ _ - - \ ,12"MAPLE - � __ 153_- 24"TREE ` �� - / t - C D a • -- C) - -.149- � - -- � � / �' \ 1 \ " / A \ /ftuft��� - B 2 Se _ ,� 111-4 If " \ J 24"TREE - / ----, - -95 \ I1% \ a -,- \ , - -"I t, / I-,,--- I -- - 6\. \ /�s 3 - -- --- ? 9 8�/\\ i J6A` \ \ass\ i ' / , `` ` `- o� - �s s, Q'� z 8 DER - __---------_ 147.5 Cp �\ ,, \0"OAK ` \ -_ � i o , - EXISTING VEGETATION N -�W, , � \ �.oIiIiIiIiIIIIiiiIIIIIIIIII - _ _ TO REMAIN IS Cn 11 - _ -147- - - - - - \ \ I AS // A J� -\\ / \4-OAK ` \ 4�t 00000 # I %k 11 " tab I -___-- ---__ W ;Iro \` � \\ I / o \ EXISTING ODDS (LIGHT VEGETATED COVER) TO REMAIN AS IS / \ ,46.2 y --1 \ 1 \\ 11 / \\ � \3 04�/ IN ` 11 PE I 9 -- -146- �' ~^^� so, ✓� /� / / \"� I -/- - 149- \ ---J -- \ � I I I , - -- ' 146. + � \\ OF __ -_. 146.35 � / I14g - \\ \ \ ` \ \.� `\, 1� a+ � (T .b 23"CHERRY \ , is _ - -- - \_` _ 1 - - -/' Da -< � / \ . \ \ c� _ -- _ 1 s"RICH -- \ \\\ \ - - t5t.7� �`\ 2-� \ \\ \ \ �\ v �\ /00 D � - - - - _ - _ � ` EXISTING WO S (LIGHT VE ETATED COVER) TO REMAIN AS IS - -15 C �w \ ` RET,V" 7. \ _,I \\\ 2 L .\ \ \\\ \ � \ i \ \I\y/' � .-1 V \ \ \� �� - \ ^ /� �4 - - - - \ 1 _ _ _ _ FFE=147.5 �>,. \\ �" \ \\ 151.8+ ___ \' �� \ \ \ \\\- - � � - - 03 i � --- --- - � �" �-., ' - \` - - --147 / ?r \ \\ 's1, \ I 1 -__� \ \1 \\ �I � � � � � - - , -- -�E' -- -Z X161 \\ `, - - - - - - - FPE=142.5 I \ \ \ �� �" 1 + \\ \\� __ ��` _� -,_ _ : - �- "4'16�� _� %�-5 -_ _ � �\ - - - / I FBE=138.5 \ '\ s t ' 1 - I� ;-15 =�. � (- -160_ �\ ' _ _ - -_ / v v A o 1 __ �`��� ` - - - � �1- - 9 �J - y` v N C\`� 4 /---- I \ \ `\\ \ 1 / I I+ `` �,, � �,-=.�� , � - ,� 57, - - - - - \\\V _ -9- - / - _ - - - - , ' % _ - _ - - \ b' I F \ \ `\ _ I _31.7 `, �.- - - 5I ' p�� - 1\ - - 156- _ / '\\ I TI \ \ \\ 1 ___ _L�____AD = _z z -z . - 54.2 ..'�� jay F - \ \ - - r- _ - _ - - - / r, i6 TERRACE \ _ \ - r - - \ ' _--- EXPOSED FOUNDA _ ~ F - t 45.5 _ 3 - \ -\ -\► \\ \\ - -16 - ` 6 - \ ,--- � ------ \ \ 1 \\ --`�_ T - 151_ 1 =- _ // 154.3 __ / 1 \\ ` - - _ _ _4_ _ / / _ 1 \ ' f A � - 145.4 _ , - - - � / � � i \ - ' + ! \ I r - "" \ I 1 + ------ - 138. _ .- / I V � 11 \� -162 h -- --- -� ,45 I +138.5 I - .r /1 �\ - -- ,\� 144.3+I I 1 / � \ a FFE=153.0 c. `, -�: 1 _� \. -'� \ I // \�O\D _I_ / \\ \ \ . / / RET cRETE \ _ __ __ __ _ i I I .1 �' PE=148.0 ;l "I I + ` �.� �/ I \ \ _ � - - / / / WALL I _-__ 145 I ` I I 47 11 -�-1. 'I / I I 1 \` FBE-144.0 F �� `'i i 1 I �`M_ t47.6 \ _ �a Ic \ \ \ J _ _- -16�� - = = - !�,65-- / _ -1F,14- \` - 1 I - A- -1,:f � j.{ / I I � � o /S ;, -- I:�cV _ 11 I I I \\ 1 r _ -_-158 / _ - / - .- I ___--- ,, , a o. / 7 / - -� / 6"HI - _ � 1 {.� {'� {{ As,1, 1'' k �' ���`_� I �i / \ .� r- \ - � / fi / - I REr.wALL ,'� - ---' ROOF DOWNSPOUTS I ,.1 11 It: �, ,, ��: - 1} / _ \ / - - _ _ �// I { r 1-_, i \ j ,� I! / �i •� ` / / �1 / 153.2 r . -c CONNECTED TD ROOF / I I - ' \' '' 'y T r -a_ ' \ - - - - / - / ` 1 - PORCH 1 1- �'; 1 {, I. / ��.�-� 6 i / S?� �/ -15s--- - LEADERS DIRECTED TO % /i ` I - - I i o' {{ \ � ' / 1' _T \ / - - -__- f 154- t -- \ I k - _ CUL-TEC STORMWATER /,-' \ I L __ ' -----� I--- - I /'R� CULTE A#G3 / * ' .,. \ 8 #4 \6� - _ - - _ 53. - - r� *-= , \ \\ - STORM L GING i - 153- ` � MANAGEMENT SYSTEM /' � I, - - ------- { \ ( ) 1 \ �., y - _ _ -- I I -----_ - _ _ - - - I _ (TYPICAL) / / \ / ` STEPS �' ' �'; �. {.I ` {`;:j A /� ' / i vv FFE=155.5 - .' f.- I 1 15"APPLE I / / / �- I' { �' 1. I EXP P I ^s 1 1 r-- , ,,?._/ \ a0 p J, , - l •1 4, k. ` / OSED � C I ' 1 ! 64 \ - f i - - -1 I / / / l 11 �, y \ / FOUNpA H - / I%_�[ ,.{, - x FPE-150.5 i _ ---- -- // �/ I:',1CULTE 2 -- \\\ _ - - ' - - -- - --- _ noN I -145 fi - _ . � W FBE=146.5 ,� - / - Die ,, { AA , {'. / I I I i 147 1. _'� { { 1 ---- .� - � ,-" / / / / / i f� �•� - j . 1 � � �144� I, � \ -_ � __ T \ ' .j,j,/�0�1" ;f..;I' =�-_ /' �1S1 / / 146.6+ / / /,' / �- 11 {• ... \ I I �i'. ��\ / \ I +140.7 E 1z_ ;` / // / , / \ } .,�{ I \ _ _143- -+ - - - , � � l \` \ = I ;.� / - / \ - -- 5 I / / 1 i t\ f �` �1 1 ` A 01 H I / +147.2 CULTF�C � }- r 1, - I EXPp 66 I I ,-1 # - � / / // r \ =`A `'1 I' I 1 \ 2- - - \ , �\ TEPs _,�� / _ \ T STORA '-- 63 I Ep _ uNp / \ /, I 43_ / // / / 138 \ ` c. / H `'7 \ \ $ �- ,% I ( , s- F0 A'" 150 �` ? I FFE=154.5 I C- [��, -- --- i ,�A ` \ , 1, 6AO A / \ / / / * -w--_ I i 11 \1s N l I i - / / - (-s"'�► / ' I 1` / ,-\ 1 I 1 + FBE-145.5 / -- / / i ) . 1,II / - � CULTEC 5 /A I / / / / a1112A \ \ - / \ / / I i / FLAT AREA DESIGNED I I 1 STORM LAGGING I / / / / r-91 1 I \ \ / 0, , E) , ee I +149.3 / / ( tib. ( ) TO SLOW OVERLA D FLOW / ) I . , �, n 1 • 42 I // / .-�' /,i \ F { I ,i / / `\\\ ' ALE A. 10 _ - /////SrEPs PORCH i \\ -1 ,4s.s )f' . , 1 1 I _ ( I-F'(LIN�C A #4 1 1 -- __ / , ,39.7+ , FFo \ , , D�a 1 / F 1 \ - > / \ I 139.8+ . \ i / 4 _ I & s I / I PORCH I I / \\ �0�, � \ , I'rr � \ \ � K \\ � � \�..`_ � 6, \ - (I 1 \'-- / ( I +146.5 \G2 r I P / /� ' ` �09�0 I \\ 1 /L92/) I ��g EW lAIA3 66LF��N ) / / '�"_..,,,,,t . -148 / \\ �AA 2 \\'64 X150- - - ' / 1 "r '' l �I - EXPOSED FOUND I / +137.4 7 (S G 7 I I \ \ -�''�� _ 150- / '1 I r- 1 I , j - - - _ F I \\i '�, � \�'-----.-- /' / / ,'' '�`��� _ 137 w-` I `\ I �� I \ / `��,� / � � \ /' SWq� �``_„"---_ -160___ \ -149 -- - / i I I - -�I�,- .� _ � � � - ___ ' T _ '1 _,,,, / /�. �� �I \\\ / \ ,�/ ----- ---140--�-- 1 \ --_I - ` -� -_ `1� \`\ {S6 / / 15g_ I- - � _ \ /_ % # -- 1 Ab - \ % \ I 162 / L \ \ � "� FFE=141.5 ,.> \ --------� 1 DMH so / \ / SWA \ ,- - L 1 I I - / L �- /. I K) -w- \_J / / / .' FPE=136.5 ( \ \ - \ "� � I 1 / 30LF LI P:148.70 % \ ` ,� \ 1136 ` {. �� ` L �\- _ / / \ ( N .. / / �� 1 ` I / , FBE=132.5 \ , \ \_ �_� \ ',y N _�,��I�r. ---� - ---;* _ Sa i 146. �. - 5e / / / \ � 1 i ,/ .10 I COW ' oP - / / B�I9 1 \` ' - 5> - -_ -- 160 \ ALE1bA. 48L IN - \ \ 40 L Q g _ �// F(L K / 139.2,E �� /' ' ri �� \ \ _ _' 19 1 1 � y / / / o /, / � I 6 \ \,/ \\ �0 a \ 1 I \`\ I -----" \ SWALE#56' r . / oma ; s >00 /�'t Ac - -� \ --- 1 -� \ \ -iIIII' � - _ __ - 1 / / + �.c, j _ '\ D \\ / \ \\ ��N�l \ 0 \ / / \ - - - 1 Sw 1 \ - P:148.44 \ \\ \ \ I \ / r► rt 33.6 \ -� � �"'\\ !,� \ �f l ^ \ , �`'� \ � - A�i1�11 � � - _ _ \ i 1 ve �� �� / / / 'r 7 tio�� G� / -- / \ �'\ 18 6� \ .. \ `\ s� A• 44�F(UN - - 1 1 \ 1 I 141 / / / �i/ (1�, / / I ti� / / v �1 I 1 I43� / K) 7s_ v 156 I -_- _ _ I I 1 1 �� � /> ,\.,", / , q° �,' CBS \ \ S,NP / / y/ \ '* ��_ \ - ' - r--= - - - - -t- - _ I I Ih / _ /' \\ i'g�' / / 134.4 + \ `�" / -,-,-/ 1 / \ ♦� �111111 - -- .157 � I - --- I / / '� i ' ` . �n� -' \ ��/� f 4e 134.5 �1 - �` I �-� 144- -_ 1 =� - - �wAl ,.I. I1b - �_ / \ / ,` 2 co /` f ; ---- _-->- E10q; ' ____-- I 1 I / / / / \ /� 134.3 + ' , \ \ IJ - \ ' 1 / I J- - _,� 12LF(LINK / _ ^ ------155- h v 1 I / \ u / /I 4e J �,,,, � STEPS _ 148.20 / 56 -t r +�'113.5�:. /�, �I 133.3+ I •-'\ `ti \ w I ` � 1 I I '\ 1 � _- \\` - / ° \ / _+_'�, __. P / / / S I \ ' _ I -I^�f► \� ,,;`\ /�' ,, \ �% - - J 0. \ `' 738\ - CB#4 M LB, CULTEC#11 - \ ,53 4e 7o ti-. SWA E#10: F(LINK) / '� - 1 / \ I �\-,_, , / 1 L 56L / / / 1 \ \ \ \ \ ;�, G / \ 1 , i ( _ \` I ..---- I (STORAGE) 1 - - _ \ y _ _ -­\,� SWALE; / GARAGE I � \ \ \ \ \ >.,, � � �� / 1\ / � ) /39 ``\ 1 �� ..\, 1 \ i / � �_ -15 -- -- -- - - ( �.. / I I _ - _ _ ------------ --------------- g FFE=136.71 `�\ \ \ �/\ \ ( CULL` / � � -� - - \1► ,\ � f11� ► - -------- \ \ \� \ S LAGGIIIIIINQ?w / / x \ / /I• / \\ , �11 I ' PORC$ i I -/ �s � �/\ / \ { \�` (-- �`^, ' \\ ,\ \ \ \\ /'/ `\ \ //� 'f / Ili4 / \ 37 \\ .� "I I /� 4 15a \ \ \ \ \ \ \ ,, . . \ / ® i - 1 \ \ r r I \ ,e 5 �\ ,/ \ A a /1 \ \ \JJ`�/ '\ V'i'i:, / / B X136 - ' H 7 \ \ 144.3 I -- O ' I -I \ \ \ ' � ' \ / { - ( ROP) \` \-i " \ \ , I ' 1 1 I I / ,' , , <, !% 15, \ \ ` T /, \ \ , \`� \ I jl 75 / +148.3 r'_ 148.4 V3 �a�� ► / ^+ - / AD \ �.i.����� ff i 1 I--�''`/\ ti, i \ � i / \ \ i I - � CULTEC10 G r -- I �j. ` /\ -�„' 36 � � 1��� +133.2 .'1( I / ,; ' � LB 1 �' \ \\ -� \ I o STORAGE I a 1 \I I 1 �, \ \. r,� , A D ,L o � 34 \\\ '�' \' .,,` \ � I 2 -# 1 1 (� (STORAGE) 1 \ Q _ 1-. 5z / /\ \ --- �� 1 1 \ -- _ _ \ 1 PORC QJ fi _ `_ �,40 -_ _, \ \ \ \ � \ I� / \ / 33 / \ / / ' \ � _ III $ - ------ -- `� ----- ----- ---,,35 :-! ` 1\ �S / / 1 / �/ , \\\\\ `\ 144.0 o B 1 1 FFE 152 5 - I EXPO: I --- \ \ / / I FPE=147.5 J - -- _ 1 .�z Ic 1 I r \ \ - --,I3 /i � / ' )/-----� \\ r I v, FHE=143.5 4 2 '- I +14x.5 '�IIPORCH PAVED \ \ \ \ \ �,-�'' CULTEC-AB /� / , -. �C LI� EXPp$ a - # 10 1 / ' An J ---- so- F - 0 DRIVEWAY 136 ��` y0 �p��Q) � 0 \ �- \ya / (LINK:DESIGNED FOR STORM LAGGIN )/ /-- \�, \ �� 141.51 �FOU�p oN 1 FE-150. s1 I I _- _-- 1 �" / \\ ' �` � ,' - \ - - - o - - - - _ -- FPE=149.5 I I / 1 ' 34 1 I r \ I / y� / - --�i32 �� �� \\\\� \� -142.5+ -- 4 W FBE=141.0 --- , 0 - I 1� , �J ��. I ` / 2 \ / / i, . . �,.„� �� . ' � `, \ �', - � _ _ \ �. _ I I cuLTEc�s FF �< / 362 , 2- - / �// / /%•., /•., ,�' ", \ ',\ \ ,14 \ I ► ' 1 \ B ---150-- - - - STORAGE U _ _13 �1 i , �� '� - --- 0-- i - _ 148.6 ,4 - -L,:�y 1 (STORAGE) FPI I I z 3 - 7 ` ' / / / Da / / / ' ' � - -` ___ W I / / + 8 1@ ow / / / Q \' \ \ �� / cv y \�� I / /�'S / /1 �. rl✓,' • ... ! r1i `�."� \' \ - - _ --- ___WALK I \ ... - - _- f, FBI I 3 ___ _ �__ - -j �// i / /�� �../ *,I, 1 'r \, � \ � ., 142.6 � \ 148 ---� I 1IV 133 ' / ` -' , 1 \ / / ,\�� / �' - .�� 1">� " '�\ I \ � _I �O\ ( �\ \ \ � I _ :� ii 1 / / / /, ¢� ,: , \ \l 147- - - - - \ --------- i � / A _ W 1 _ _ ' 136 1 � 3Q ,�� i / / / / .•.;;•' •I `,f.. 4.,� I\ � _ _ - -- --136------- - �\ \\ � 148.3+I , s / / ' ) / �'� I �/ / // / - ydu * '1; \ ° .\ 11 \ \ \DA+I� ' \ 1 4 ALKOUT 1 // i S 4 , 7 � \ L S \ i , ' \ I I / // / �� DETENTION BASIN AB ' ,„'1 ; .1:. I .�, ,�\\\ \ ------\ \\ - ---------------- / - 14x.7 143.3+ r \� 143.0+ o - � - 5 / 'S (DESIGNED FOR STORAGE) '.d• I. --- �, / , + 1 \ 4 +140.3 I l ,y / - - 146 i .&AAW =. ------- ' -- - . 7----� 9PINE / i `\ -- - . •'u -- - - / / .-- , .. ,, :.•: r;,�:•:• � � � _ / 145.2+ -- •+� \\134- v i A � :I� ��- /I g ,3 1 / '1 � \ \ 'I - 143 - PATIO -- ------------ - 44.0. Q _ - - --_ _ - --- \ _ / U 134 131.6 \ I LA / ' __- - - ' . ,t- I �� `�9 ul 't \ \ - _ - - ---- Ir - --- 1C\ ` M ��\ -- I _ / . \ \ \ \ _-_ - 141----- - -�\ _-- - ` 44 _ - i 4 culls cur / \ CB#1 / 1 \, -- ---_ _ r -- --- - -__I -- , ,- ? I 7 \ \ \ `\\ 45-- I ' )U -130. EX.CONC. _ B Aa - - ,_ RIM==150.86 SIDEWALK 32 \ �� , ; Ix \11 \ ----_ /1 - 139----- A a - I \ HEADWALLS ----- \I ` \ \ ---- - 138- - _ 42 40_- 1 ► _ \ - I , -- - _ \ , \ J _ _ INvout-126.51 �, -- / \ / - -- --- - -- ------ __-- _-- _ - - - - - - - - - - 29- - - - - - - I \\ \\ \\ - --- ----- -S LAWN D3 PRESSION I I ----- _1 y \\ ,,\ � , I NTION BA � 136.0+ N_ _ _ ` -- - - -- --_ - - ------ _w DMH 3 _ _ - - - -- �\ - _ -'� i I� I C L.P. \ • # _ - - - - -13D - - - _ -- / II __ '- - -'135___-_ '- ----- ---- -- _ --- -14 -` d ' --140-- - JJJ \- --- " _ _ _ ' -- ' ' i TW131.5 '131 - _ - -- - - - I - \\ 4- --- - - - ---- - Cb- '---_- '/ I -_ ,,,(([ E LIN - � .�, - 31 -� v N E TW:1131.5 - - - - - - - - A_� - - ..DRAINAGE EAS - -__ --_ � � - - _ T _ y , --330,Z� - - --- GRASS SWALE - _ -- 131 ��_ + _-- - -__ - 36 ' MATCH EXISTING EX. SIDEWALK III , - - -- ----- _ -iiiL� '�-- 1,3 -_ \ -- 0 a. / ` - �_CLDSE � 1111 MIIIIII - - -- -�--77,.- 1 - i._._ .r --- �---- --- I �- TH NEW CURB TO WCS-AB *-t� _ -- --- -- ----- ---- W ----- ----- ----- - --------------- ---- uRe cur MATCH \��I (OUTLET CONTROL STRUCTURE) - --- - - - ---!`"�' .t _ - --- 0 140 HIG L.P. - _ _ _ _-- - 1 H / �� TW 131.5 - o --- ------ - I - 130 .L1 - - 1� - _ .� _ --- I - ^^� TW:132.0 ----------- ---- - `^► - ter GRASS SWALE- �I. � � 05 ­-1--lo. 16 1 (RoAVP �, - - IV ■V'• 1071 nj � \ -�149 � T1N:132.5 � �...r► '�'.r► '�^'�► r..r�• -L N GUTTER L / - EXISTING CONCRETE SIDEWALK o LINE OF MEDIAN STVORTilpo ,I / � , RIP I c � ; JU -6865 _ „$� +� ?8I ,�- / � / LNV123.33 - ------- �� - - _ _ I INVo%d-125.51 _ � D1 I� ' DMH -8887 1z;iF&P)__ 41 � \ II I -- r� _ - IR 77AADP'CC __��__ ' INVtn-125.89- -__-_ z WHITE LI E , \i - - / --- 7 *\ 6EFINITIVE i INVtn-124.74(-8888) _ - - / - , - / INVout=124.34 _ - DMH -6866 = 4 ' 1.97 --�__� _ 3 /k --� ILLI ,�) INV0vt=125.08 - 1'r;!-r 'P-- l , ---, ---- _ - I'---- 0 I ST I� - --_--__- __ , 1-*� - D' C a 2 __ ITE LINE / \ f- RI- 7-------------- ------___ / \\ I DMH-6884 ,I- 1 S U IVISION _ � __ 1 �_ , / , ItrY 150.?5 O 32 . '---___ / ' INVtn-124.57(-6865) � & 7� �_ __' __-� .-­� I rNVtn-124.28(-6866) � -- , INVtn-127.15(,665) WATERSHED ANALYSIS : _ 0 ' WHITE LINE __ '� l rNvtn-125.81(-sees) \\ _ ftft qftft 111)" � -___- INVout-124.28 -- -. __ _________________________________f�. ,� _ - 130,,- ,2POST- DEVELOPMENT W U. A I / P) -------- ------------- for ------ ISo lI ---- ------------------------------------------ ------ �i DMH 689 UTH.Do \ 15"D(RCp)"--- L Tirtry152.15 / 11 RESIDENTIAL O S U) o �LI�T 1I", D D � 0 / Z / for a site at U.jJ / CB -6866 1irM-190.82 CL : !i ,-- ; I,� _f,�of ,­, # 405 - 427 H Ave . 0 Z / , g WHITE LINE ' Salem, Massachusetts ________ NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, `° APPROVAL UNDER SUBDIVISION THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL r G a Date: April 20, 2011 CONTROL LAW REQUIRED: GRAPHIC SCALE ���5e ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. PLDE#99-34 Scale: 1" = 10 Sheet 11a at 11 SALEM PLANNING BOARD 137_ ,o o a ,o zo 40 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Land Owner, Paul Ferragamo `! DMH -6885 419 Highland Avenue, Salem, MA 01970 ruM-fsl.ef \;H OF MqS ( IN FEET ) WHIrE LINE - �P s9 o 1 inch - 10 ft. �� SCOTT IAN cs. PATROWICZ i PATROWICZ rt, 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS CL 0 9 No.33CIV16s8 OC11) 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS LAND DEVELOPMENT ENGINEERING 8 I A F P� 14 Brown Street, Salem, MA 01970 V1 9� G/ G\ 1 6/21/11 REVISED PER MHD COMMENTS: SHOWING MODIFIED CURB CUT (978) 836-6400 rn �S/ AL AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ CB 3632 STORAGE AND TO DE-EMPHASIZE EXFILTRATION NORTH SHORE SURVEY CORPORATION 11 U) IVO; QAC OESCRIPTION 14 Brown Street, Salem, MA 01970 a DATE: (978) 744-4800 c E 0 0 0 0 ' 0000 Az # # \ I , / \ / / I � \ II ' / E I / \\ 1 1 I�111111111111110 EXISTING LAWN AND LANDSCAPING _ / % \ \ \ ' 1 4000 \ 1 ` / / D5 \ doopD - VOOP ` 0 • � 1, - �' 000 15CHER \ PAVED DR VEWAY waft` \ ♦ 169 __ lop \ / \ rn V ` \ / / i5oll EXISTING WOODS (LIGHT VEGETATIVE COVER) - ► \ • I EFG - #3 1 . \ `� \ ♦ , 101 1-100' ,, n EXISTING LAWN ANN ANDSCAPIN \ / A � \ \ 400000 D a � �'� , � � � ` >� � �� � � � GRAPHIC SCALE \ / too `. \, `� ,0 0 5 ,0 2040 ` o"oar ` � EXISTING LAWN AND LANOC PI�q I %' I x ( W FEET ) 4 oAK �� ` i ,6 � � �� i ��.,�,-;,r � / � \ 1 inch = 10 ft. son amIll Gum fop \ #435 / , \ iOW MIR, Amm 23"CHERRY / 1 `/ry \� ✓� ` D a �� 7� j// / /, 1�11 ��� 151 C EXISTING WOODS (LIGHT VE ETATED COVER) TO REMAIN AS IS /��� �q0/ -1 ,-"j y�� �" / � ' - -� '�-149_ r / l 1 / - - -I l y 1 154- _ \ � \ � � �/' �/ / / ���� `�' � ✓/i, r �`L',� - "Will -162�� �v _ - - - �i / ��� \ \ \ � � � HEADWALL�f17 \ \ v _ \\'NN ' i ��_ - - - - - - - - - - - - -' / / / 1 ,49.1 �✓ '\\ \ � � � /i I / /�, / // �-1\� \ i� - \�\ \ / `C _ i �/ _ - - _ _- - - - .%'X ////// / 1�/ / ` \ \\ r r \ \; �y i' I /tel ` , '` _-�_- - - - - _ -_�� - - - - - - - - - - - - - - - .- , , / _ - \ \ �- , > , , \ , LEGEND F \\\� \ - - r- - - - =166_ - ' � /6 TERRACED SLOPE (TYP) //,/ / 149. ► \ \\ � P AR C E L ADC _ 11v v EFG WATERSHED ANALYSIS 122.2 V,,', \ \ / I��A - - // i / , / i- ,' '-'�I / II i' --�- ► 46LTC-D / � �- ( +" (LIll DE IGNED/FOR \ F� A\ x MAJOR WATERSHED AREA (DIVIDING LINE) \�TORILAGGWG) -D N' \ STORAGE) B 165 #6 DETENTION BASIN 153- - --�-- - - - \ ' FFE-150.5 _ � � / / i / ; A t / _ �[ -147- / / / r,,r► / / - --- ,�9 \' N 1 rn ^�' �.��..,_, .. . �. _. MINOR SUB-WATERSHED AREA (DIVIDING LINE) \ \ _ - - _ - \ \ FPE-145.5 , � � / /�_ - --w 11t%; l 1�, / ' - - ------ 1 I \ 153.21 '�' / - - - - - I ( \ \\ FBE=141.5 // j'D6 - �� / // 'Cl _ c,� �" ;l iF j l 1\ 1 1 \ \ x 154- - - 153. --- ' / -151- - - ) `a, \ a / / / �� ! ,� / �. "T; // ' - 153 - I - I / -.� �c- \ / _I / / ,. -r I � /', ; �'�, / \ \ \ SUB-WATERSHED IDENTIFICATION TR-55 WATERSHED CHARACTERISTICS _ _. I ' _ D - Y 60. I „� / I\� \ \\ \ I / 1145- X 1 ^i i / / f / ' \ f , l /l; l 1 I \ 1 \ ' , i I / \ I / / Ag � / / /' - / � 1 1 DEFINED AS INPUT PARAMETERS IN THE HYDROCAD PROGRAM) _ _ _ l / / Y _ _ - - I ' i, j / v / /'�. x _ - 0#5B 1 +152.4 -- ._ \ \KO 1 I ,143 / /a. r --r _ y l l -� I 26.5 f r ! �__ -_-_-- _-- �---- '. \ HYDRAULIC PROFILE FLOW PATH TO CALCULATE TIME OF 146.6+ �. -- \ WP \ / / -� / / // r 1�4 / < ,c �r I ^"�j`► --- f----/ ( ) ' �.� I CONCENTRATION FROM THE HYDRAULICALLY MOST DISTANT POINT IN / • +,46.7 _ E 1 16� / _ - - _ _ _� ,� ; I , !i- i,. / _ _ -I" - f\ ;1, ;' / /; , ;; t \ I , ,'� rWCS_� F \ \ I / - - / // -N \ - '' - - y j I OUTLE CONTROL STRUCTURE ► THE WATERSHED TO THE POINT OF COLLECTION (TYPICALLY THE WEIR 166 / I _ __-_ -- - i #5 / /� / / �4�.- ,, / / / / 13 `` ` / ��/ ',; , \', '' I I I / / ( ) CONTROL STRUCTURE AND/OR EARTHEN BERM POINT OF INTEREST =0U W I' / - - - -_ < '� - 1► / + C� \ 1 / / / r / ' � " - - �' 7 ` \ / - - - I ` ` \ WHERE RUNOFF WATER FLOWS INTO YET ANOTHER NODE .r I \ / NDgTION / 150 1 I ,' FFE 154.5 0 149 / 138.4 YOg ,� - , / - . `! / `� \ / �\ '� , � � / _ _,, / �'�- � � ►�� ,, T2s_ _ -/ '� -► .,.L l FPE=149.5 / ( L %�1.,-. `�\ ! i ' � � _ DAB ( \ y 1 I \ FBE=145.5 D 5 �; 7 / ( \ B C HYDRAULIC PROFILE SEGMENT - - I CULTEC#5 »S / j 138.5 / / I J/ / (FLAT AREA DESIGNED I I I (STORM LAGGING) c 147 \ i �p5 � �138- O I / TO SLOW OVERLAND FLOW) / � w '` / / / \ PNS 5 - - _ / / ` LB#16 /if ` . _ ,., �/ �` � �\ I �� FLOW DIRECTION (OVERLAND FLOW or FLOW IN GRASSED SWALES) 149.9 / ?o M , ` -136- / /\ \ / "`�. - _- / � s �`� �. --- D � 20 / �I DMH 22 zr \ 00 I ----- - c,+ / 1\ • ASSOCIATED \ +14s.5 PORCH 1_,60- CULTEC#6 - / / / �� ,: I / \ \ ��' / // i / / / / • ,� SECONDARY NODE (POINT OF COLLECTION WITHIN THE ASSO ' EXPOSED FOUNDPrT,ON 1 � _ - � _ (STORAGE) � / / �1 /-'�-.,.f ` / ` ` \ WATERSHED) CALLED "POND" IN THE HYDROCAD PROGRAM �I50- - - (� I i \ 1 / SW A. 30L ( INy �- - 145>- / / \\ % � // � �y% ,' LE F L ; `�s CB 1� _ _ _ iso_ _ H r ` '59 _ _ I / / \ �- - - `�' F - _ ,' OG f_- \ ` / / �,` �- / \ ; \ \ \ \ NODE: PRIMARY NODE (OUTLET POINT OF DISCHARGE) WEIR CONTROL - - / _ \ -- _ -- • ''�` �B#5 / \ 1`� / - \ 4� ,, \ / \ \ ` STRUCTURE AND/OR OUTLET PIPE AND/OR CATCH BASIN CONTROL a I ' -144- -' _ - - B(AH 1 a i (ST RAGE) \ A A / / --C-- \ f \ \� \ �' � \ 1 ` EFG \ I STRUCTURE CALLED "POND" IN THE HYDROCAD PROGRAM All 162 1 ` /-7- 1\ \�/' `• ' CSB#13 -I - I - - I r/ �- - �.� // - �-.. 38LF(LINK) DMH#15 \ i \ _ � 1 I , MATCH EXISTING I I sW ALES \ \ \ \ I ,N ; / G TTER GRADE 000 er �' I \ � Db -- ------- y x v r , LF(LINK) SWALE#6A: K) \ \ a - ,/ I \ \ � I 1 ( 04 04 I i I ' -' - - ► \ \ \ SWALE#58: LF(LINK) \ C #10 \ / / \ \ \ \ ,� //`� �. \ �1 I I o 'AL I $WALE 78;132LF LINK) / I / 159 SOP I - ' - I 00 K _ �, I I \ _ pe) CB#14 r- 1 $WA I - - - - - ---- - I _ - _ 1 _ � - ---- _ - -� -\ I \ I t- ' I I _ 54LF LIN _ \ /f� Al ` I / ,� $WALE 8B' ,,.r► ( / / // _ -:, ,,► 71 ♦ _ / I SWI 0: 56LF(LINK) // // / / % / Cll1 \I SWALE�IS 122LF(LINK) I ` \�. -- - 1 l ' \ // / / Zs /� 1 ` - ► i _...�h► 11 - SWALE#9• 44LF(LINK) ' ---------------------- ; \ / 7., ------------fit-------- ' \ - \ � i \ �• -------- --- 137 � 1 -:.,:�� I 1 I \ i ------- ---- -----�-- \ \' / �,,,�. STEPS ► \ \ \ \ \ All / - \ / \ I CULTEC 7 1 1136. _ +134.0 139 - A \ I 1 (STORAGE) ., r .- ► „ .. v i , , ,/ ____f---- 1 , r - ,29.5; I #429 ► r ♦ - - �"- / �- 138.4+ ► 139.4 �_---- \ \ + ' 6 �y � - - AD / / _ ' + \ \ _ i 129.4+ _---- I I NNN• ' 52 _ -\--\ I f �I► '" ` ' `IIIII '----_---�,-__--- / \- II+ _� __�„�[ -- ♦S ��9'I/, w � \� -- � PORC� FFE=- 137+1.35A ' \ ►1 II ¢0 #7 D D7 \ EXPOSED FOUNDATION FPE-132.5 CULTEC#8 #80 I I +146.5 PORCH 49 D8 FBE=128.5 +133.0 I +138. (STORAGE) FFE=14Q 6.5 151 I FPE=141.5I.0 _ l a CID I FBE=137.5 z 129 EFG o 0 � 46 9.7 ..0 1361 D9 +145.2 I #Q0 C:) ---- -_--- E=14A(STORAGE) FPE=147.5 / -145-- -150 FBE=139.0 ` (I III II --- ---__ - +► 0 I 1 144.8 1 WALKO 3 y -11 ♦ / / I I I I I I I I 1 PATIO 1 ✓ +144. a3 / I �✓ I 1 \e`` _ r-- - -138- - �J _ -- 138.6+ ` +136.8 \ / I I h ► • I • - 1 w T - 1, I ' ,.� .� NODE•EFG N __ _ - • • 1 ` C +134.0 N _ �\ +a./ 146.6+ 143.0+I T i r LAWN DEPRESSION +8.7 .r, [A PATIO 4� / /••� j� l 1\ I\ 1/ 2' i/ ♦ r G." LOOP POINT ENTERING DUNKIN - _ - - - -, I WA OU / DETENTION BASIN-9 I ��r► / _ / DONUTS PARKING LOT) � � ,\ �� 146 # �� - -- � ,�"- - - - - I 137.5+ �'� \ ( �' --- -------- 145.Q+- _'`v_ + +138.3 1 as `1¢1 _ - / ^' DETENTION BASIN-7 I / / LAWN DEPRESSION \ r ��- d ` 144.0 �� 134.5+ \' � a2 -136 - - 141.0 // / / \ -1go NTION (3 LU _ -- - 144 PATIO CV �1 ,- - -- �," -- > � / ' ` ������ 4 142 a0' '; / LAWN DEPRESSION06 /\ \ { ate �•/ � / ,' f Vr • - - ( DETENTION BASIN-8 - SION -- _ p SIN-10 \ ' 136.0+ - +135.0 .... +TW:138.2- ' - \\ 36 +134.5 \ \ - �� ` `� /i / /%b, - ---- _ _ --140 - ---------- ' �6 `�� \ \ � ' ' ---- \ 3? / / / h --- i C8 zz Cb _ _-- _ _ - _ _ r goo 3 Cb C) / C J_ ,, '3s 32 - - - �1 �'`►� TW:125.5 DMH 23 , _ _---------- _ , .I __----- --130----- 34 _ � � -LAWN DEPRESSION ODE•C+D I ) - - - - - - - - - _ �- -� �,�� _ DETENTION BASIN-Cb WQ -- --------------- - - + > 128 _ A55 DEFINITIVE SWALE �r.� � �� BERM: N i - ---------- _ R , 125.5 Z - _ _ - ► III ► �� i - ► CB #6862 LE ^��� EXISTING CONCRETE SIDEWALK T INVold 2.93 i - ` b _ �� �p�,�'�� INVout=120.83 / , 3 \ -�- WATERSHED ANALYSIS : SUBDIVISION P. O >-1NG CONCRETE SIDEWALK � < Q WHITE LINE �,� ♦ POST- DEVELOPMENT w � Pao r �j� , for E 24 m� zs - ALLOTS RESIDENTI U for a site at LU ca NORTHBOUND / # 405 - 427 Highland Ave . 10 7 Z HIGHLAND AVENUE ( ROUTE g ------- _------------1sDrP) Salem, Massachusetts Ij1j1111llllI APPROVAL UNDER SUBDIVISION '�� '�E ____s.D(RCP)-- -- DMH #6861 Date: April 20, 2011 o __ _------ Rly,2,6f CONTROL LAW REQUIRED: INVin-120.73(#6862) `, INVi+-118.77(#8860) PLDE#99-34 Scale: 1" = 10' Sheet 11b of 11 SALEM PLANNING BOARD ,J� GUTTER LINE OF MEDIAN STRIP----- - _ - \INVo{� 82s2#e883) \ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY Land Owner: Paul Ferragamo - - -- - >� - ------------ - - � - � _ _ -- - -_ -- \ 419 Highland Avenue, Salem, MA 01970 DMH #686s P��" OF Mgss PATROWICZ 3 ]UM-1.28.31 '° ��' q�, INVin-121.68 per' SCOTT IAN yG d INVOW-121.46 4 PATROWICZ m 3 7/20/11 REVISED PER CITY ENGINEER & PEER REVIEWER'S COMMENTS LAND DEVELOPMENT ENGINEERING CIVIL v No.336560 y 2 7/19/11 REVISED PER CITY'S PEER REVIEWER'S COMMENTS 14 Brown Street, Salem, MA 01970 ,o9o'9F�,+/ P� 1 6/21/11 REVISED PER Mill COMMENTS: SHOWING MODIFIED CURB CUT (978) 836-6400 NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE, mss, Al �' AND STORMWATER MANAGEMENT TO EMPHASIZE DETENTION/ THEREFORE THE SITE CONTRACTOR SHALL ADJUST FINAL STORAGE AND TO DE-EMPHASIZE EXFILTRATION NORTH SHORE SURVEY CORPORATION 0 ELEVATIONS AS REQUIRED BASED ON FIELD ACTUALITIES. - - - 14 Brown street, Salem, MA 01970 DATE: NO. DATE DESCRIPTION (978) 744-4800 co AN c E D U