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LEGGS HILL YMCA - ZONING .gsForm C Decision t a�ev�de� cQ��btbv� CITY OF SALEM I PLANNING BOARD Leggs Hill Road Form G-Definitive Subdivision Decision July 14, 2006 C-5 North Shore YMCA < C/o Atty. George Atkins cCD Ronan, Segal & Harrington r ;X cn 59 Federal Street �.. o Salem, MA 01970 D' Cn• Re: Leggs Hill YMCA Definitive Subdivision Decision w m;'v On May 18, 2006 the Planning Board of the City of Salem opened a public hearing regarding the— definitive hedefinitive subdivision application of North Shore YMCA for approval of ten (10) single family housing lots and one (1) lot for construction of an 88,525 square-foot YMCA facility with and associated roadways and utilities. The housing lots shall be divided from the original lot,but will be built upon separately from the YMCA building and at a later time. The public hearing was continued to June 1, 2006,June 15, 2006, and July 13, 2006. The public hearing was closed on July 13, 2006. At the regularly scheduled Planning Board meeting on July 13, 2006 the Board voted by a vote of six (6) in favor (Power, Moustakis, Kavanagh, Puleo, Collins, Ready) and none (0) opposed, to approve the Form C-Definitive Subdivision subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "YMCA at Leggs Hill,Leggs Hill Road, Salem, Massachusetts", prepared by Vanasse Hangen Brustlin, Inc., 101 Walnut Street,Watertown, MA 02471, dated April 18, 2006, and revised July 7, 2006. The conditions of approval of this subdivision shall be placed on the original plans, or referenced on the plans, prior to endorsement by the Planning Board 2. Planning Board Endorsement Following the statutory twenty (20) day appeal period, the Planning Board will sign the original subdivision plans, which shall be recorded at the South Essex Registry of Deeds. Prior to endorsement of the plans, condition number eleven (11), "Security," must be addressed, and 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 mortgages. b. Acceptable form of grants of easements. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 x 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 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. 5. Reference on the Approved Plans This decision shall be referenced on the original plans prior to the endorsement by the Planning Board. 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. 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. 8. Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. b. The applicant shall receive all necessary approvals from the Salem Conservation Commission prior to commencement of any work. 9. Subdivision Housing Lot Driveways The developer shall only allow construction of hammerhead driveways for the subdivision housing lots adjacent to and fronting on Leggs Hill Road and/or the private drive leading to the YMCA_ This restriction must be recorded on the approved subdivision plans and shall be filed at the South Essex Registry of Deeds, and shall run with the land in perpetuity. 10. Private Way The YMCA shall be responsible for maintaining the private way, including the sidewalk and curbing. 11. Sidewalks The applicant shall install concrete sidewalks with vertical granite curbing along the subdivision road and the site frontage along Leggs Hill Road. Bituminous sidewalks with vertical curbing shall be installed along the northeast side of the private drive to be connected to the parking and pedestrian circulation areas of the YMCA. 2 12. 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 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 duly recorded by the owner of record, running with the land, whereby such ways and services shown on the approved plans dated April 18, 2006 shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage deed. b. Endorsement of approval with bonds, surety or tri-parry 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 determined by Engineering Department. 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 or surety being filed for any phase or phases of the subdivision. c. Timeframe If such ways and serviced are not completed within two (2) years of the date of filing of the covenant, approval of the plan may be rescinded, unless an extension is granted by the Planning Board. d. Maintenance Guarantee A maintenance guarantee of 10% of the total value of the work within the subdivision shall be held by the Planning Board for eighteen (18) months following completion of the entire subdivision or until all streets in the subdivision are accepted by the city. 13. Special Conditions a. The developer shall receive any and all necessary approvals and construct tum lanes on Loring Avenue at the intersection of Loring Avenue and Leggs Hill Road. Construction shall include road striping of tum lanes. The city may be named on any required permits to the state for the installation of these turn lanes, on behalf of the developer, upon approval of the City Planner, City Engineer and any other required city representatives. The City will not incur any type of obligation for completion of the improvements or financing of the work. 3 b. The developer shall construct an eight (8) foot widening on Leggs Hill Road on the Leggs Hill side of the box culvert at the intersection of Loring Avenue and Leggs Hill Road. The developer will obtain all necessary approvals for construction of this widening to allow for a widening of the road and increase the safety and accessibility of Leggs Hill Road. c. The developer shall set aside $100,000 in an escrow account for a period of one (1) year for installation of either a concrete sidewalk with vertical granite curbing along one side of Leggs Hill road extending from the neighboring subdivision on Leggs Hill Road to the box culvert on Leggs Hill Road, or for installation of an Opticom system. The City will determine which of the two projects shall be installed/constructed by the developer at the end of this time period. d. The developer shall make improvements to Leggs Hill Road at a cost not to exceed $250,000 which shall include the following: i. The developer shall complete an analysis to determine the condition and necessary repairs of Leggs Hill Road from the subdivision entrance to the box culvert,under the direction of the City Engineer prior to the start of construction. If the analysis determines that reconstruction is required for some or all of the roadway, the developer will propose a plan to be approved by the City Engineer and the City Planner describing the roadway work that will be done by the developer, prior to the start of roadway construction. ii. The developer shall grind and repave the length of Leggs Hill Road from the intersection of the subdivision road to the box culvert. The new top coarse shall be at least two inches (2") thick and will be reviewed and approved by the City Engineer prior to the issuance of the Certificate of Occupancy for the YMCA facility. iii. The developer shall attempt to receive approval for repaving of Leggs Hill Road prior to the issuance of a Certificate of Occupancy for the YMCA facility. If permitting is not possible, or extends beyond the timeframe of the completion of the YMCA facility, the developer shall request a waiver of this provision of the decision, to be approved by both the City Engineer and the City Planner. e. The developer shall construct the secondary access way from the end of the subdivision cul-de-sac to connect to the YMCA parking lot. This access way shall be maintained by the YMCA and shall be paved with heavy-duty asphalt and bounded with vertical curbing. The access way shall be gated at both ends with a Knox box style of gate. Keys for the boxes to the Knox gates shall be turned over to the Salem Fire Department prior to issuance of a Certificate of Occupancy for the YMCA facility. Both the access way and the Knox gates shall be completed to Fire Department specifications. 14. Lighting a. The Owner shall coordinate with Massachusetts Electric and the City Engineer on the installation of street lighting within the Subdivision. The street lighting shall be the responsibility of the Owner until such time as the City accepts the street. 4 b. 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. 15. 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. 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. All staging of materials and equipment shall be on-site. i. There shall be no cuing of construction vehicles on Leggs Hill Road. j. 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. 16. Blasting The applicant shall distribute the flyers entitled, "Facts for Massachusetts Property Owners About Blasting" to all abutters within three hundred (300) feet of any blasting area. 17. Construction Traffic & Phasing a. 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. 5 b. A construction traffic/phasing management plan and schedule shall be submitted to the Department of Planting& 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. 18. 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 applicant,his successors or assigns' expense,as is deemed necessary by the City Planner. 19. Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer 20. Board of Health (BOH) The Owner shall comply with all regular conditions of the Board of Health, and the following specific conditions: a. If a rock crusher is used on the site, the location of the crusher must be approved by the Health Agent. b. The developer must present the plan for drainage including the water detention area, to the Northeast Mosquito Control&Wetlands Management District for review. c. All pool plans must be presented to the Board of Health,prior to construction, for approval in accordance with the State Sanitary Code. d. All plans for food service/prep areas must be presented to the Board of Health,prior to construction, for approval in accordance with the State Food Code. 21.Health Department All work shall comply-. i 1=the general requirements of the Salem Health Departmc::. 22. Fire Department All work shall comply with the requirements of the Salem Fire Department. 23. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner. 24. Utilities Any utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 25. As-built Plans & Street Acceptance Plans 6 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 entire release of the surety and acceptance of the roadway. 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 entire release of the surety and acceptance of the roadway. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed and stamped by the design engineer, staring that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the entire release of the surety and acceptance of the roadway.; as well as, any subsequent requirements by the City Engineer. 26. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is 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. Walter B Power, III Chairman 7 Requirements for Leggs Hill Road Routing Slip As of Oct. 19, 2006 1.) 40ond. #1._The conditions of approval of this subdivision shall be placed on the original plans, or referenced on the plans,prior to endorsement by the Planning Board. 2.) Cond. #2. Prior to endorsement of the plans, condition number eleven (11), "Security," must be addressed, and 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 mortgages. b. Acceptable form of grants of easements. 3.) Cond. #7. 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. 4. Cond. #12.b. The Owner shall either file a performance bond a deposit of money or ) ( 1 P y 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 determined by Engineering Department. 5.) (Cond. #13.d.i.)The developer shall complete an analysis to determine the condition and necessary repairs of Leggs Hill Road from the subdivision entrance to the box culvert, under the direction of the City Engineer prior to the start of construction. Note:An Amended Scope of Services to reflect a supplemental report of the condition of Leggs Hill Road and deterioration (if any) due to construction activity for the site should be included in this. 6.) (Cond. #18.) he services of a consultant to serve as a Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT FACSIMILE TRANSMITTAL SHEET TO: FROM: Jack Meany Dan Mexhalski COMPANY: DATE: YMCA 10/19/2006 FAX NUMBER: 'TOTAL NO. OF PAGES INCLUDING COVER: (978)922-7602 2 PHONE NUMBER: SENDER'S REFERENCE NUMBER. 978/745-9595 ext. 311 RF_: YOUR REFERENCE NUMBER: Leggs Hill YMCA Conditions ❑ URGENT R1 FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑PLEASE RECYCLE NOTES/COMMENTS: Hi Jack, Here is the list of conditions for the Leggs Hill YMCA required prior to the issuance of a building permit. Please let me know if you have any questions about these matters,and how we can coordinate the completion of these requirements. If you have any additional questions or concerns,please feel free to contact me anytime at the Department of Planning and Community Development at(978) 619-5685. Thank You, Daniel J. Merhalski,Staff Planner City of Salem dmerhalski@sgem.com Requirements for Leges Hill Road Routing Slip As of Oct. 19, 2006 (Gond. #1.LThe conditions of approval of this subdivision shall be placed on the original plans, or referenced on the plans,prior to endorsement by the Planning Board. Cond. #2. Prior to endorsement of the plans, condition number eleven (11), "Security," must be addressed, and 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 mortgages. b. Acceptable forth of grants of easements. #,4p,41 , 4p,4 Cond. #7. 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. �l-6 w6 T4(Cond. #12.b.)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 determined by Engineering Department. (Cond. #13.d.i.) The developer shall complete an analysis to determine the condition and necessary repairs of Leggs Hill Road from the subdivision entrance to the box culvert, under the direction of the City Engineer prior to the start of construction. Note:An Amended Scope of Services to reflect a supplemental report of the condition of Leggs Hill Road and deterioration (if any) due to construction activity for the site should be included in this. 6.) (Cond. #18�The services of a consultant to serve as a Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. Gatl -Sy TOS SYl4 Jf ( i�k1 �j —PvSp G q CITY OF SALEM K G F F I C E . PLANNING BOARD 2b A U: 59 Leggs Hill Road Form C--Definitive Subdivision Amended Decision September 26, 2007 North Shore YMCA C/o Atty. George Atkins Ronan, Segal &Harrington 59 Federal Street Salem, MA 01970 Re: Leggs Hill YMCA Definitive Subdivision Amended Decision (Map 30, Lot 83) The Planning Board of the City of Salem opened a public hearing regarding the request of the North Shore YMCA to amend their Definitive Subdivision Plan on April 19, 2007. The applicant proposes to reduce the number of housing lots,from what was originally approved (10) to six (6) single family housing lots and one (1) lot for construction of an 88,525 square-foot YMCA facility and associated driveways and utilities. The housing lots shall be divided from the original lot, but will be built upon separately from the YMCA building and at a later time. The public hearing was continued to May 17, 2007, June 21, 2007, July 19, 2007, and September 20, 2007. At a regularly scheduled Planning Board meeting on September 20, 2007, the public hearing was closed and the Board voted by a vote of seven (7) in favor (Puleo, Power, Sullivan, Collins, Kavanaugh, Ready, Hanscom) and none opposed to approve the amendment subject to the following conditions: 1.Conformance with the Plan Wer"hall-conform with-the-plans-entitled,=YMCA-at Leggs-Hi11,Leggs-Hill-Road,_Salem, Massachusetts", prepared by Vanasse Hangen Brustlin, Inc., 101 Walnut Street, Watertown, MA 02471, dated April 18, 2006, revised July 7, 2006, and March 13, 2007. 2.Planning Board Endorsement Following the statutory twenty (20) day appeal period, the Planning Board will sign the amended subdivision plans, which shall be recorded at the South Essex Registry of Deeds subject to condition#5. 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 shall require the approval of the Planning Board. 4.Subdivision Regulations 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 o TEL: 978.745.9595 FAx: 978.740.0404 0 WWW.SALEM.COM 1 be constructed in accordance with the requirements of the Subdivision The Subdivision shall q Rules and Regulations and any other applicable regulations, if applicable to the amended plan. S.Reference on the Approved Plans This decision shall be referenced on the amended plans prior to the endorsement by the Planning Board. 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.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, uilding—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. 8.Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. b. The applicant shall receive all necessary approvals from the Salem Conservation Commission prior to commencement of any work. 9.Housing Lot Driveways The developer shall only allow construction of hammerhead driveways for the housing lots adjacent to and fronting on Leggs Hill Road and/or the private drive leading to the YMCA. This restriction must be recorded on the approved subdivision plans and shall be filed at the South Essex Registry of Deeds, and shall run with the land in perpetuity. 10. Private Way The_YMCAshall be responsible for maintaining the private wayincluding the sidewalk and curbing. 11. Sidewalks The applicant shall install concrete sidewalks with vertical granite curbing along the site frontage along Leggs Hill Road. Bituminous sidewalks with vertical curbing shall be installed along the northeast side of the private drive to be connected to the parking and pedestrian circulation areas of the YMCA. 12. Special Conditions a. The developer shall receive any and all necessary approvals and construct tum lanes on Loring Avenue at the intersection of Loring Avenue and Leggs Hill Road. Construction shall include road striping of turn lanes and signage. The city may be named on any required permits to the state for the installation of these turn lanes, on behalf of the developer, upon approval of the City Planner, City Engineer and any other required city 2 representatives. The City will not incur any type of obligation for completion of the improvements or financing of the work. b. The developer shall construct an eight (8) foot widening on Leggs Hill Road on the Leggs all side of the box culvert at the intersection of Loring Avenue and Leggs Hill Road. The developer will obtain all necessary approvals for construction of this widening to allow for a widening of the road and increase the safety and accessibility of Leggs Hill Road. c. The developer shall set aside$100,000 in an escrow account for a period of one (1) year for installation of either a concrete sidewalk with vertical granite curbing along one side of Leggs Hill road extending from the neighboring subdivision on Leggs Hill Road to the box culvert on Leggs Hill Road, or for installation of an Opticom system. The City will determine which of the two projects shall be installed/constructed by the developer at the end of this time period. d. The developer shall make improvements to Leggs Hill-Road at a cost not to exceed $250,000 which shall include the following: i. The developer shall complete an analysis to determine the condition and necessary repairs of Leggs Hill Road from the subdivision entrance to the box culvert , under the direction of the City Engineer prior to the start of construction. If the analysis determines that reconstruction is required for some or all of the roadway, the developer will propose a plan to be approved by the City Engineer and the City Planner describing the roadway work that will be done by the developer, prior to the start of roadway construction. The developer will consider street lighting options with the City Electrician. ii. The developer shall grind and repave the length of Leggs Hill Road from the intersection of the subdivision road to the box culvert. The new top coarse shall be at least two inches (2") thick and will be reviewed and approved by the City Engineer prior to the issuance of the Certificate of Occupancy for the YMCA facility. iii. The developer shall attempt to receive approval for repaving of Leggs Hill Road prior to the issuance of a Certificate of Occupancy for the YMCA facility. If permitting is not possible, or extends beyond the.timeframe of the completion of the YMCA facility, the developer shall request a waiver of this provision of the decision, to be approved by both the City Engineer and the City Planner. e. The developer shall construct the secondary access way from the site entrance to the building. This access way shall be maintained by the YMCA and shall be paved with heavy-duty asphalt. The access way shall be completed to the Salem Fire Department's specifications. 13. Construction Practices All construction shall be carried out in accordance with the following conditions: 3 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. 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. All staging of materials and equipment shall be on-site. i. There shall be no cuing of construction vehicles on Leggs Hill Road. j. 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. 14. Blasting The applicant shall distribute the flyers entitled, "Facts for Massachusetts Property Owners - - About Blasting" to all abutters within three hundred (300) feet of any blasting area. 1.5. Construction Traffic & Phasing a. 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/phasing management plan and schedule shall be submitted to the Department of Planning & Community Development for review and approval prior to the start of construction. 4 c. Any Y ,roadwa sdriveways, or sidewalks damaged during construction shall be restored Y 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. 16. 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 applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 17. Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer 18. Board of Health (BOH) The Owner shall comply with all regular conditions of the Board of Health, and the following specific conditions: a. If a rock crusher is used on the site, the location of the crusher must be approved by the Health Agent. b. The developer must present the plan for drainage including the water detention area, to the Northeast Mosquito Control &Wetlands Management District for review. c. All pool plans must be presented to the Board of Health, prior to construction, for approval in accordance with the State Sanitary Code. d. All plans for food service/prep areas must be presented to the Board of Health, prior to construction, for approval in accordance with the State Food Code. 19. Health Department All work shall comply with the general requirements of the Salem Health Department. 20. Fire Department All-work-shall comply with-the requirements-of-theLSatemY-ite-De.partment. 21. Office of the Building Commissioner -- All work shall comply with therequirementsof the office of the Salem Building Commissioner. 22. Utilities Any utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 23. As-built Plans As-built plans, stamped by a Registered Professional Engineer or Registered Land Surveyor, shall be submitted to the Department of Planning and Community Development and Department of Public Services within 60 days of the pavement of the binder course. 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. 5 T 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 Engineer. 24. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. 25. Landscaping a. Any proposed landscaping shall be done in accordance with a final landscaping plan to be approved by the City Planner prior to the issuance of a Certificate of Occupancy. b. Trees shall be a minimum of 3 '/2" caliper. c. Maintenance of landscape vegetation shall be the responsibility of the developer, his successors or assigns. 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 6 + Correspondence u � a g ( 8 ��IINBT CITY OF SALEM, MASSACHUSETTS STANLEY J. LISOVICZ, JR. MAYOR May 4, 2001 John G. Weigel Forest City 38 Sidney Street Cambridge, MA 02139-4169 RE: Proposed Development at Leggs Hill in Salem, Massachusetts Dear Mr. Weigel: Thank you for your interest in the City of Salem and the proposed development of the Leggs Hill site. As you know, although the terrain makes it a difficult site to develop conventionally, this is an important site for the city, and we are eager to see that this site is developed well. I know you have spent the last several months meeting with South Salem residents about your proposed development at Leggs Hill and are aware of the concerns some residents have expressed about the impact your development may have on their neighborhood. Specifically, many residents have expressed concerns about traffic and the number of units proposed for the parcel. In addition, since yours is a 100%high-end rental proposal, some neighbors have asked if more could be done to provide home-ownership opportunities. I share their concerns. For that reason, I am writing today to ask that you go back to the drawing board to revise your development plans to address the neighbors' concerns, particularly those pertaining to traffic, number of units, and home-ownership issues. Your potential development of Leggs Hill can be a wonderful new project for the city of Salem. Yours is a nationally known company with a track record of developing first-class projects that work well with existing neighborhoods. I hope we will see the same kind of development at Leggs Hill. I hope you will incorporate the concerns you've heard from me and from neighbors in your new proposal and return soon with something more acceptable to the community before filing formal plans for consideration. The staff of our Planning Department is available and eager to work with you on the development of revised plans for Leggs Hill. SALEM CITY HALL • 93 WASHINGTON STREET • SALEM, MASSACHUSETTS 01970-3592•978/745-9595•FAX 978/744-9327 I congratulate you on your willingness to meet with residents so often to hear their concerns, and I look forward to working with you to move this important project forward. Please contact me if you would like to discuss the neighbors and my concerns further. Sincerely, Stanley J. Usovicz, Jr. Mayor cc: The Honorable Joseph O'Keefe City Councilor, Ward 7 Joseph P. Walsh, Acting Director Department of Planning and Community Development JUNALE2 6 2000 C'MA ORS OF CEM June 23,2000 Members of the Salem City Council Salem,Mass.The ether Capital . Dear Member: Re: The proposal to change single family zoning to multi family zoning ,and also construct a regional Y.M.C.A. within Salem boundaries on Leggs Hill . I recently attended two neighborhood meetings on this matter.The first was widely announced and ,much effort ,was made to encourage public attendance.The second ,not so public but nevertheless,well represented by those for and those against-. We have lived at 430 Loring Avenue for 47 years,and owned the land for about 50 years.Mine and my wife' s . mother had also lived herein what we thought was an in-law living arrangement, for almost 30 years.This,we told the city at the very outset of the our new house design and construction . Our parents died many years ago and the city of Salem is taxing LIS for a two family house.We have no quarrel with that,although no one has taken our parents' place.Only an. unfortunate turn in the family could cause a change in occu- pancyThis personal background information is well known and is given nevertheless, to'" prevent misunderstanding in regard to the matter introduced above.: - We wish the owner `of the Leggs" Hill land the very best of luck: building . It is an exceptionally attractive site. When completed ,it portends ,to be a credit to its neighbors,as ' well as to, himself . Until its completion ,we"ll. root for him all the way,as all good neighbors should when abiding by the Same laws.This being so,from his reputation , it appears that we should all enjoy his joining us in this beautiful residential South Salem setting . Obviously,anything that threatens to destroy the ground rules wisely` adopted' by the City of Salem would not tie aielcome.These. are the riles we' ve conceited to follow in al'1 our years of .local construction.We might have wished other- wise. . .a therwise. . .a quick."look:" " Should dispel any thoughts of regret. ' As proof of the sound development of the Forest River area to date,now comes a request to mangle what made it so" successful in the first place.Tak.ing advantage of the care- ful nurturing over the' years,an outside outfit wants to buy- in on their terms which will undoubtedly ruin the delicate balance that so .precariously exists now between city servi- ces and people densities of road traffic .The terms they insist-on must permit them to construct apartment houses, . at profits only to themselves. It' s needless to itemize. .the unending monetery costs to the city and the .state that will . be. needed to pay for any attempt to accomodate a request benefitting no one. Consider the near paralysis of flowing commuter traffic that exists now.Are we so charitable that we can overlook: the misery to one . thousand more drivers per .day needing to use one of the most heavily traveled roads in the city? Salem lost the Connector Road to Rt. 18. Must .we lose the little 'respite 'we have left? The request to alter (break ) the laws,inviting even more horrendous traffic congestion ,should never have left the Council.: Chambers, based on common'.sense alone,, It is" difficult, if not impossible, to separate the Y.M.C.A. project from apartment. building .Because there is no Y.with out 'them.That seems to be the deal worked-out between them. As far as the Y.M.C.A. being semi-religious and a school therefore unstoppable, impervious to zoning laws.,not needing council- approval that would depend on the benevelent repu- tation the Y. wishes to maintain . Coupled to a strict business venture uninterested in the consequences outlined above.rsmacks of a subtefuge and unconscionable recklessness for 'so venerable and distinguished a national institution . An impartial critic would have to see that the Y. on Leggs Hill is as much a planned Marblehead Institution as the Ta- desco Country Club,and Marblehead ' s part in Salem losing valuable waterfront property and keeping the odorous Salem Sewage Plant instead . November 22, 2000 Evelyn D. and Ken Wilson 5 Linden Avenue Salem, MA 01970 Dear Mrs. And Mr. Wilson: I am in receipt of your letter regarding the potential of rezoning the Legg's Hill property as sought by the YMCA and Forest City Development. It is my understanding that Forest City has been responding to the public concerns expressed so far by studying local and regional traffic,the site, surrounding utilities and other related matters. I believe that Forest City intends upon making the results of their research and technical "homework" known in a number of public meetings over the next few months as their proposal continues. Based upon their findings, Forest City and the Y will be preparing a"mitigation"package which will appropriately deal with any development impacts. Although no qualified review has take place regarding the Legg's Hill project, many have chosen to "rush to judgement"before the facts are known about this proposed project. I believe it to be appropriate to allow Forest City and the YMCA to illustrate what impacts their project may, or may not have based upon professionally prepared findings which stand up to public and professional review. Please be assured that all major development projects in Salem are required to address any and all impacts which are created by their project. It is also important that we fully understand how projects such as the Legg's Hill Project can actually benefit the City. I look forward to seeing a qualified review focus upon both the impacts and merits of the proposed Legg's Hill project. I appreciate your correspondence and sharing your opinions. Sincerely, Stanley J. Usovicz Mayor cc : City Council TO; Mayor Stanley J. Usovicz, JR. Councilors Laura A. Detoma Kimberley L. Driscoll Regina R. Flynn Thomas H. Furey Kevin R. Harvey Sarah M. Hayes Scott M. LaCava Joan B. Lovely Joseph A. O'Keefe, SR. Leonard F. O'Leary Authur C. Sargent III This letter is concerning the proposed changing of the zoning laws regarding the Leggs Hill Development that Forest City and the YMCA are seeking. We would like to go on record as opposing these plans. We feel that South Salem and this area already see too much traffic. We live on Linden Avenue and find it very difficult to turn either left or right onto Loring Avenue. We would ask that all the councilors and the mayor actually drive down Linden Avenue at between 7:OOAM and 8:30AM or 4:30PM and 6:OOPM and make the turn to see just how dangerous it is. By adding 180 rental unit to the Leggs Hill area, this will add over 200 more cars. A YMCA will add hundreds of car daily to an already over burdened traffic area. At this time Forest City is using a device on Loring Avenue, at the intersection of Leggs Hill Road to measure traffic. Because one of the hoses used to measure traffic is not properly installed, the report that Forrest City will present will not be an accurate count. We are also concerned with the effect the additional unit would have on the water system. We now experience low water pressure during the morning hours. The proposal of 39 to 41 single-family homes makes much more sense and would give Forrest City the return they are seeking. We urge you to vote against the zoning change and the YMCA proposal. Evelyn D. Wilson, voter Ken Wilson, voter 5 Linden Avenue OCT 312000 C)TY OF SALEM MAYORS OFFICE RECEIVED GUt)NI11Tgq SEP 1 9 2007 CITY OF SALEM T 7� DEPT. OF PLANNING& H I. LEGAL DEPARTME OMMUN!TYDEVELOPMENT ��F��MINCDN�P�- 93 WASHINGTON STREET♦ SALEM,MASSACHUSETIM 01970 TEL:978-745-9595 ♦FAX:978-744-1279 KIMBERLEYDBisGoLL ELIZABETH RENNARD,ESQ' MAYOR JERALD PARISELLA,ESQ. QTY SOLICITOR ASST.QTY SOLICITOR To: Lynn Duncan, City Planner ��pp From: Elizabeth Rennard, City Solicitoref— Date: September 18, 2007 Re: Leggs Hill Development In response to the questions presented by the Planning Board relative to the Leggs Hill project, I offer the following: 1. May the Planning Board amend its decision? Opinion: Yes. The Massachusetts Planning Act permits a planning board "on its own motion, or on the petition of any interested person, to modify, amend, or rescind its approval of a subdivision plan, or to require a change in a plan as a condition of its retaining the status of an approved plan. All of the provisions of the subdivision control law relating to the submission and approval of a plan of a subdivision shall, so far as apt, be applicable to thea approval of the modification amendment ndment or rescission of such approval and to a plan which has been changed under this section." Mass. Gen.L. c. 41. 5 81W 2. If the Planning Board were to deny the request for an amendment to the subdivision plan, would the plan be entitled to an ANR endorsement? Opinion: Yes. The Planning Board should endorse an ANR plan unless the plan shows a subdivision. This means that if the lots have adequate frontage on a way, the plan should receive an ANR endorsement, even if the lots do not conform to other zoning requirements. Planning Boards frequently refuse to endorse a plan not showing a subdivision because the lots shown on the plan do not conform to zoning requirements or may not comply with Board of Health regulations. The case law is clear, however, that the Planning Board may not withhold (ANR) endorsement based on such considerations. But, an ANR endorsement does not mean that the owner is entitled to build on the lots shown on the plan. An ANR endorsement is not a declaration that these matters are in any way satisfactory to the Planning Board. In acting under Gen.L. c. 41 § 81P, a Planning Board's judgment is confined to determining whether a plan shows a subdivision. See Smalley v. Planning Bd. of Harwich 10 Mass.App.Ct. 599 (1980). Page 2 Leggs Hill Development Opinion September 18, 2007 The Board would need to endorse the YMCA plan as a matter of law because it meets the requirements as discussed above. 2. If the applicant files an ANR plan, which is endorsed by the Planning Board, what happens to the mitigation that the Planning Board negotiated as part of the subdivision approval? Opinion: The Planning Board cannot require mitigation as part of an ANR plan. The mitigation would conceivably be lost. 3. Does an easement area need to be excluded from the lot area calculation? Opinion: No. The use of an easement to calculate lot area or setbacks is permissible unless specifically excluded. The Salem Zoning Ordinance does not specifically exclude an easement when calculating lot size. It should be noted that Sec. 4-1(3) of the Ordinance states: "No part of a yard or other open space ... required about or in connection with any building for the purposes of complying with this ordinance shall be included as part of a yard, open space ... similarly required for another building." The City of Beverly recently revised its zoning ordinance to exclude easements when calculating lot size. The Land Court noted that prior to the zoning change, "The plaintiff could have calculated its setback from its property lines because there were not restrictions on the inclusion of easement areas in the Ordinance." Cravedi v. Houseman, et al. Land Court No. 298594 (2006). Also, the Massachusetts Appeals Court held that a right of way passing through the middle of a lot does not affect the lot size and is irrelevant. Federman v Board of Appeals of Marblehead, 35 Mass.App.Ct. 727 (1994). 10 . Cyleh�j��� qtr/ HOUSE OF REPRESENTATIVES UV, STATE HOUSE, BOSTON 02133-1054 JOHN D. KEENAN �G�mmittees: REPRESENTATIVE ` ' �--=7 Judiciary Tourism,Arts a4dullural Development 7TH ESSEX DISTRICT �� O��post AudR " SALEM and Oversight 1. ROOM 146. STATE HOUSE of ! Y y TEL, (617) 722-2575 MAYOR'S OFF1C�-AX IB17) 722-2238 June 19, 2006 Rep.JohnDKeenan®hou,state"ma.us Commissioner Luisa Paiewonsky Massachusetts Highway Department 10 Park Plaza, Suite 3170 Boston,MA 02116 Dear Commisioner Paiewonsky, We are writing to urge you to investigate the need for repair of the culvert and bridge at Leggs Hill Road on Route lA in Salem. We are not aware of the last time this structure was inspected by the state and, especially following the recent flooding, the need for inspection is even more urgent. In addition,the North Shore YMCA is planning a facility further up Leggs Hill Road,which will be accessible from Route lA via this bridge. Our primary concern is that if the new facility increases traffic on this street, the bridge will have the capacity to safely handle the impact. We would like to request that your department inspect this bridge and culvert as soon as possible: In addition, we would like to request a meeting between yourself or your designee, the three of us, and a representative of the North Shore YMCA at a date and time most convenient to you. We fully understand the demands on your department and very much appreciate your attention to this matter. Thank you for your continued support for maintaining and improving the state infrastructure and roadways in our community and we look forward to hearing from your office about these important requests. With best regards, � l �W►iran' � , JOHN D. KEENAN KIMBE EY DRISCO,I,,L SEPH O'KEEFE State Representative Mayor and 7 Councilor 7`s Essex District-Salem City of Salem City of Salem r ® t YMCA of the D c North Shore 245 Cabot Street Beverly,MA 0 19 15 _ AI ���� 978.922.0990 fax 978.922.7602 / e j_ t s 4Ay0�,— %0 €r-= a G�c 7 June 22, 2006 Cape Ann YMCA 71 Middle Street Kimber/ Driscoll Gloucester MA 01930 y 978.283.0470 Mayor fax 978.283.3114 City of Salem 120 Washington Street Greater Beverly Salem,MA 01970 YMCA 254 Essex Street Beverly,MA 01915 Dear Kin, 978.927.6855 fax 978.927.6530 Thanks for helping us get this together; it was mailed to Commissioner Luisa Paiewonsky on June 22nd. We will keep you posted Haverhill YMCA on the outcome. . 81 Winter Street Haverhill,MA 01830 978.374.0506 Thanks much, fax 978.373.0710 eany Ipswich Family YMCA 110 County Road v/✓�' /i�%� Ipswich,MA 01938 fax 97 6.9622 fax 978.356.0625 Marblehead/ SwampscottYMCA 94 Pleasant Street Marblehead,MA 01945 781.631.0870 fax 781.639.0190 1 Salem YMCA One Sewall Street Salem,MA 01970 978.744.0351 fax 978.740.9168 United Way Massachusetts Bay Merrimack Valley North Shore WWW.northshoreymca.org 6fV of'*a1r rt, '�Rttssaxhusrffs 3vl (offire of llje cilg (luunril �� Ne 6fV Pall COUNCILLORS-AT-LARGE JEAN M. PELLETIER WARD COUNCILLORS PRESIDENT 2006 2006 MICHAEL BENCAL CHERYL A. LAPOINTE LUCY CORCHADO THOMAS H. FUREY CITY CLERK MICHAEL SOSNOWSKI JOAN B. LOVELY JEAN M. PELLETIER ARTHUR C. SARGENT III LEONARD F.O'LEARY MATTHEW A.VENO PAULC. PREVEY January 19, 2006 JOSEPH A. O'KEEFE, SR. Issues and Concerns Proposed North Shore YMCA Facility(NSYMCA) Leggs Hill Road-Salem The Salem Planning Board, Salem Conservation Commission, Massachusetts Highway Department(MassHighway) should expect the North Shore YMCA to address the following issues and concerns we have during the construction and use of their proposed development on Leggs Hill Road. Oualitv/Ouantity ofstormwater NYYMCA submit a stormwater pollution prevention plan to the Salem Planning Board and Salem Conservation Commission which defines the site characteristics and the construction and post-development which will occur. The plan should follow guidelines enumerated in the Massachusetts Department of Environmental Protection Stormwater Management Policy(March 1977)and address unmanaged and untreated stormwater which protects the wetlands. This plan should identify soils, runoff,water quality, impact on the nearby pond,the steep and possibly unstable slopes at the site, surface runoff through existing drainage channels and the increase of impervious surfaces at the site and the impact of the stormwater drainage on Legg Hill Road thence to the Forest River and the adjoining wetland resource areas and buffer zones. The stormwaster runoff from the slopes of the homes presently being erected on the Marblehead side of Leggs Hills Road should not be allowed to traverse Leggs Hill Road, Leges Hill Road NSYMCA submit to the Salem City Engineer a definitive plan to improve the Leggs Hill roadway surface, stormwater drainage and install sidewalks/granite curbs on one side of this roadway from Loring Avenue beyond the proposed entrance the facility. Boz Culvert Bridge NSYMCA request MassHighway to replace the so-called concrete box culvert bridge and widen the entrance/exit of the bridge to Loring Avenue(Route 1A).Attached digital images indicate cracks in the superstructure and central supports. Left turning lane NSYMCA request Mass Highway strip a portion of the southbound lane of Loring Avenue to create a left turning lane into Leggs Hill Road. Respectfully sn b`,��i !/ ose A. O'Keefe r. Councillor Ward 7 y- SALEM CITY HALL • 93 WASHINGTON STREET • SALEM, MA 01970-3592 • WWW.SALEMCOUNCIL.COM i p7 T� 4 vada 4p�� � v4" 11 pew, ilvy �'l r a 4^ µ 2. �Y_ • J J 4H V Q X J i A 1„OM1 4TT 9� i t / AC- -aV , ti 's �Vrf_'hrW '� •. s �p rr `!•, �,o" r r s rr r' ,�a '; + r.y't; '"x v c} 'y[ ' .p 3w --". qq11 � ,&.4 ! r G :il � _�.w//�.. '`'} 'y.Xf ' �#x f Y L� � •R�r,� _ \ .T. ,,�,{ , � ���VYih�3 �, n �' i� ♦4 •-� � p��y ijy�«F 'x. ...%� vtY'�'`�l�r}�ij..t�`. � � y,n ", r. �.a ` �"Sjr ty'� 'x°t�� i•�, r . 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CITY OF SALEhL MA CITY OF SALEM CLERK"S OFFICE PLANNING BOARD .1006 JAN 23 p g. 92 January 20, 2006 Form B — Decision Leggs Hill Road Paul Gorman North Shore YMCA 245 Cabot Street Beverly,MA 01915 RE: Decision for the Preliminary Subdivision Plan for Leggs Hill YMCA—Form B Dear Mr.Gorman: On January 19, 2006, the Salem Planning Board held a public meeting to discuss the preliminary subdivision plan submitted by Paul Gorman, North Shore YMCA for the parcel located on Leggs Hill Road (Map 30,Lot 83). The following Planning Board members were present: Walter Power, Chuck Puleo, Gene Collins, Paul Durand,John Moustakis, Pam Lombardini, Christine Sullivan, Tim Kavanagh, and Tim Ready. On January 19, 2006, the Planning Board voted by a vote of nine (9) in favor(Power, Puleo, Durand, Moustakis, Lombardini, Sullivan, Kavanagh, Ready, Collins) and none opposed, to approve the preliminary subdivision plan as presented in the application (dated December 29, 2005) and plans dated December 23, 2005, entitled "YMCA at Leggs Hill,Leggs Hill Road, Salem, Massachusetts", sheets C-1, - C-7, and drawn by Vanasse Hangen Brustlin, Inc., 101 Walnut Street, Watertown, Massachusetts, 02471. 1 hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, Wal,�4,-9- /cto.-H- I/O Walter B. Power, III Chairman Cc: Cheryl LaPointe, City Clerk 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM ieg9s m-i� ��m c _ � � . � ��ar�s - �- - � f — �, 1 ;, ;, O / � IQ/ P APPROVAL REQUIRED UN � .� Q DER b P THE SUBDIVISION CONTROL LAW _ 'Cly' _ - o �qJ oJ`' Po SAL PLANNI G BOARD POND c o Certification G5 CER FY R IN ACCORDANCE WITH THE RULES SZ Si. �O G I CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASSACHUSETTS, HEREBY C I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED MYSTIC \�' THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE SALEM PLANNING BOARD AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF A RD, ite HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED MASSACHUSETTS. ►►66",4,4 , %- DURING THE NEXT TWENTY (20) DAYS AT THE RECEIPT AND RECORDING OF SAID ►► OF �6' NOTICE. . ���� vf.� ;� o �S HILL R . J. �• Z �` � Q IOOSOrET � ► W ��, DATE: NO. 35319 RESERVED FOR REGISTRY USE ONLY O z& zao� SIGNATURE: CITY,CLERK DATE PROFESSIONAL ANDS �' DA Locus Map SCALE: I'-1000' SHEET N/F TOWN OF MARBLEHEAD SHEET Z PLAN BY HALEY AND WARD DATED: MAY 1959 1 LOT 1 1_ PROPOSED DRAINAGE EASEMENT LOT 11 "LeQ' P LOT 2 � � N/F FOREST � CITY RESIDENTIAL GROUP SHEET 3 N/F LOT 3 TOWN OF_SWAMPS COTT PLAN BY F.H. EASTMAN DATED: APRIL 21 1890 �O LOT 12 LOT 10 T4 LOT 9 LO LOT 8 ., LOT 5 LOT 7 �"�V - S LEM TD �� A � . 1933 0 -�— N/F �N of TOWN OF SWAMPSCO E BOOK 6776, PAGE 318 N/F LOT 6 ALBIN W. & GERALDINE C. RYNKOWSKI C:. ^ BOOK 47, PLAN 11 B n, SUBDIVISION PLAN OF LAND � n F1 � �� IN y�0 N/F ;�' Dip : G• LEGGS HILL REALTY TRUST ` Q s� a SALEM MARBLEHEAD BOOK 216, PLAN 74 ,b Q 9 S � N F MASSACHUSETTS o �P General Notes LEGGS HILL .� 1 THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL FIELD SURVEY N REALTY TRUST ) _ CA �a SURVEY ASSOCIATES INC. BETWEEN MAY 25 1999 AND BOOK 216 PLAN 74 CONDUCTED BY HANCOCK S , ROBERT G. �c DOROTHY L.. , JUNE 4 1999 AND FROM PLANS AND DEEDS OF RECORD AND VERIFIED BY VANASSE PREPARED FOR: YMCA OF THE NORTH SHORE, INC. BROWN IN INC. - HANGEN BRUSTL 13A L.C. PLAN 23153 PREPARED VOnc� RED BY. sse Han en Brustlin Inc. 2) THIS DEFINITIVE SUBDIVISION PLAN HAS BEEN APPROVED BY THE CITY.OF SALEM 9 • Transportation. ,� L d Devel meet do N F DECISION GGS HI �P PLANNING BOARD SUBJECT TO THE CO DITIONS 0 TIE DEC S ON TITLED LE LL N M DEFINITIVE SUBDIVISION DECISION CATED JULY 14 '2006. Environmental Services - : ROAD, FOR C EFl MENN DMITRI M 101 Walnut Street, P.O. Box 9151 IN DISTRICTS SCALED FROM CITY OF SALEM ZONING MAP. N/F BOOK 216 PLAN 74 .... _ 3 SALEM ZONING Watertown MA 02471-9151 151 WAY SHOWN AS MYSTIC ROAD IS UNKNOWN. PAUL P. & DOROTHY L. 60 0 60 120 4) LIMIT OF PRIVATE (617) 924-1770 5 i THE LOTS SHOWN ON THIS PLAN CONFORM TO THE OTY OF SALEM'S FRONTAGE AND C RONE NWETT LOT AREA ZONING RE UIREMENTS. — � SCA SCALE IN FEET LE. 1 INCH 60 FEET DATE. APRIL 18,._2006 PLAN 583 OF 1949 6 ► 0 DENOTES BOUNDS TO BE SET. REV.. OCTOBER 23 2006 SHEET 1 OF 4 Mawald Id 09044.00 cad sr lanset 09 44� — �� � � \ � \P � 0 Sub Salem.dwg r N/F TOWN of MARBLEHEAD PLAN BY HALEY AND WARD DATED: MAY 1959 N 367-16-38- E 625.14 - 36'16 216.29' S 71.46 22 W N .38, E - -- - - E 36'16 38 E N 3272-4'57 9.57 y 166.83' 382.09 _.. 13257 PROPOSED - S 3616'38• W W w 4 57' E '� 110.14 .a. RESERVED FOR REGISTRY USE ONLY STONE BOUND N 3 DRAINAGE EASEMENT ^�, FOUND 119.08 R=40.00' ` AREA = 8,015 S.F. ` 26.66 , 7 I G (FOUND) S 75 4126 E , L=33.17' a� R=55.00' o 14 PROPOSED' LOT 11 A=47.3103 0, �., / L-72.45 0 y DRAINAGE EASEMENT LOT (11 A) SALEM AREA = 547,670 Sq. Ft. 25.19'. A=75'28'10` AREA = 8,015 S.F. v+ - S 06'5102 W ao 0 a CB=S 063814 W IN - 0_. LOT ('11B) MARBLEHEA — D AREA6400142.86Sq. Ft. - � CH=67.32 rn ��+, � q S 33'13 05 W Noo L=20.35' TOTAL AREA 611,671 Sq. Ft. J� N00LOT 1 L=2 7g• �P`�° '�' ti AREA = 34,531 Sq. Ft. �° '`° a (0.793 Acres) o _ r N oo� rn 2 . 5 32724rE Z Co V m o M PROPOSED LOT 11A BOUNDS to L=74.16' (TO BE SET) AREA = 547 _ 1 Z A=77'15'26` ,,--(TYPICAL) ,67 0 Sq. Ft. (12573 Acres) STONE .BOUND .\ � � i R=30.00" •--1 w/DRILL HOLE . N LOT 2 L=28.39' N .P (FOUND) S a9 'w R-30.00 70 A=5412'43'. I AREA = 31 ,025 Sq. Ft. L=28.13' o ����• (0.712 Acres) A=53.4325" v 27.39'- I !y S 543752 E STONE BOUNCE > (FOUND) c,; N 27.82 k. N 543752` W D w /�� o STONE BOUND o _ (FOUND) dg''�° h �' -a �, N W N 4115'51" W o 1'L1' °°o tlool 36.90" N� .r,� o a STONE BOUND N• foo o- CO. (FOUND) N/F LOT 3 ��� TOWN of swAMPscoTT .3 LOT 11A AREA _ 20,431 S . Ft. MATCHLINE (SEE SHEET 3) _ PLAN BY F.H. EASTMAN ,v a, AREA — 547 670 S Ft. ` S 1 ��� a+. DATED: APRIL 21, 1890 - q � (0.469 ACTe ) (12.573 Acres) STONE BOUND o < 2.r 20 E g CA ° MYSTIC ROAD o- o N (FOUND) \ cry_ 1�9 (PRIVATE) �� It,o '��, � % to s s SEE PLAN BOOK 47, 11,30 3.00 � 1 4 PAGE 11-6Xi o. p •o moo, (TO BE ABANDONED) o n o z - _ .. �. aJO- � N� - � 104"0 � w LOT 4 - _ LOT 9 . J cfl � ( tJ .� P - = h a cr 23 • — OT / AREA 18,447 Sq. Ft. �, o 'Z3 �,��o• . 1 Z ARIEA 15,730 Sq. Ft. � 5 �;•� `�` 8°• 51.2, I �y3 23 °' (0.423 Acres) ,� N (0.361 Acres) LOT (5A) SALEM AREA = 16,722 Sq. Ft. o . R s w o6 06 , e 06 LOT 8 w� LOT (5B) MARB = $ s2 3 5STONE BOUND LEHEAD AREA 11,065 Sq. Ft. $1 . �, �. ��$_ � Z AREA — 15,733 Sq. Ft. FOUND) , •�° LOT 5A 0 rob. `=143 ,0.47 �� o r im ',6 s (0.361 Acres) TOTAL A EA 177,787 S Ft. w o� N a.�_ �. w o0 Sq. AREA = o to10 N ti LOT 7 X43' 16 722 S . -w �� �-�� • T S q Ft. �w o AREA = 17,246 S . Ft. o TO ALE a �., v.o L=28.41 �I E,�43 0 uT� L/N M 'V? e=38.45 43 Acr 10��' 8�•aa R �AYc 1 t E ` a o (0.396 es) 3 o_ .� 4 l�1 e LOT 5B -• o.? N/F ARe �-- L=22.31 01 1% 1g HE N 5578, . _ �_ ,� A=433'53' y4 ° �� �QE TOWN of SWAMPSCOTT �F 5 AREA _ 5 79.58 00 W / A� 321. f o '� k� Qi t' ! R=20.00 ,N�� LSC BOOK 6776, PAGE 318 20.00" 29, i 1,065 Sq. Ft. ,� �j oma; �a s L=30.00' �" °,1 �• CpVB S� c,' �'• •1 14' I �T 6 A _ '� � �\ A=653554• 4© 0 40 $o SUBDIVISION PLAN OF LAND SCALE 'IN FEET IN APPROVAL REQUIRED UNDER THE SUBDIVISION CONTROL LAW SALEMMARBLEHEAD ,General Notescord. . . ReOwners C'ert�cation 1) THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL FIELD SURVEY YMCA OF THE NORTH SHORE, INC. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES I CHERYL LAPOINTE CITY OF SALEM CLERK OF THE SAL M PLAN G OARD , MASSACHUSETTS, HEREBY. CERTIFY MASSACHUSETTS CONDUCTED BY HANCOCK SURVEY ASSOCIATES INC., BETWEEN MAY 25, 1999 AND 245 CABOT STREET AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE SALEMI PLANNING BOARD JUNE 4, 1999 AND FROM PLANS AND DEEDS OF RECORD AND VERIFIED BY VANASSE BEVERLY, MASSACHUSETTS 01915 MASSACHUSETTS. HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED HANGEN BRUSTUN, INC. BOOK 22034, PAGE 433 +t�`�'S OF 44.1 DURING THE NEXT TWENTY (20) DAYS AT THE RECEIPT AND RECORDING OF SAID PREPARED FOR: YMCA OF THE NORTH SHORE, INC. 2) THIS DEFINITIVE SUBDIVISION PLAN HAS BEEN APPROVED BY THE CITY OF SALEM ; o+ RISSEII �f; NOTICE. - PLANNING BOARD SUBJECT TO THE CONDITIONS OF THE DECISION TITLED `LEGGS HILL ASSeSSOTS o DU�S�i1! 15 PREPARED BY: Vanasse Hangen Brustlin, Inc. ROAD, FORM C - DEFINITIVE SUBDIVISION DECISION DATED JULY 14, 2006. SALEM MAP 30, LOT 83 (PORTION) �� Transportation, Land Development & 3) SALEM ZONING DISTRICTS SCALED FROM CITY OF SALEM ZONING MAP. MARBLEHEAD MAP 35, LOT 1 DATE: Environmental Services 4 LIMIT.OF PRIVATE WAY SHOWN AS MYSTIC ROAD IS UNKNOWN. IOIlln ZL Zoo6 ► . � 101 Walnut Street, P.O. Box 9151 5) THE LOTS SHOWN ON THIS PLAN CONFORM TO THE CITY OF SALEM'S FRONTAGE AND g DATE PROFESSION LAND SUR SIGNATURE: CITY CLERK �" Watertown, MA 02471-9151 LOT AREA ZONING REQUIREMENTS. MARBLEHEAD. . . . . . ... . . . .SINGLE RESIDENCE (617) 924-1770 SALEM... . . .. .R1 (RESIDENTIAL ONE FAMILY) 6) 10 DENOTES'BOUNDS TO BE SET. RC (RESIDENTIAL CONSERVATION) DATE i SCALE: 1 INCH = 40 FEET DATE: APRIL 18, 2006 REV.: OCTOBER 23, 2006 SHEET 2 OF 4 \\Mawald\Id\09044.00\cad\sr\planset\09044-Sub-Salem.dwg I - _ \ TOWN BOUND ♦�Ql, STONE BOUND F w/DRILL HOLE N/F (FOUND) TOWN OF MARBLEHEAD PLAN BY HALEY AND WARD ♦ R=285.00' DATED: MAY 1959 �� �,� L=2.24' �F�'P� ♦ e =07'x02 N 42'14'41" E CB=S 69'5858" E 779.87' ♦ / CH=2.24' r - I, RESERVED FOR REGISTRY USE ONLY LOT 11 �. T (11 A SALEM AREA = 547 670 S . Ft.) q o , T (11B) MARBLEHEAD AREA = 64001 S . Ft. LO � q oJ� TOTAL AREA = 611 ,671 Sq. Ft. P-1 y �o m _ le 1� / v, LOT 11 A /C2 m AREA = 547 670 S Ft.q cn (12.573 - / m m FOREST CITY RESIDENTIAL GROUP LOT 12 /1o1e� AREA = 10,565 Sq. Ft. (0.243 Acres) (NON—BUILDABLE LOT) 192.p8. MATCHLINE (SEE SHEET 3) 579 N �46,x. E Z ��♦. ._ N LOT 10 143•x. 'oma,,, / , 15 629 5 . Ft. Z AREA q N 0.359 Acre ,02 LOT 9 3 = 9 .2 AREA ... .15,730 S . , Ft. r � o z q � s4 � ,3 23 01.- - N (0.361 Acres , w _ o � 42 LOT 8 � � a z AREA = 15,733 Sq. Ft. 3, _ o• w x•46 2 er S 2 � (0.361 Acres) o w ��•00 .01 N •t. � .. 43 1 — R0 mo - h X02• 3a�• �N� Ws , X933 �� �. � :40.2,��• � TOWN LINE 1. 6 .,.,•..�'►r BOUND; g4 © � (FOUND,) .. _ _ P 40 0 40 ao SUBDIVISION PLAN OF LAND IN SCALE IN FEET APPROVAL REQUIRED UNDER Q - THE SUBDIVISION CONTROL LAW SALEM/MARBLEHEAD Record owners Certification hencr�►1 Notes SAL M PLAN BOARD 'MASSACHUSETTS 1 THE PROPERTY LINES SHOWN ON THIS PIAN ARE BASED UPON AN ACTUAL. FIELD SURVEY YMCA OF THE NORTH SHORE, INC. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES I CHERYL LAPOINTE, CLERK OF THE CITY OF SALEM, MASSACHUSETTS, HEREBY CERTIFY CONDUCTED B Y HANCOCK SURVEY ASSOCIATES INC., BETWEEN MAY ;25, '1999 AND 245`CABOT STREET, AND REGULATIONS OF THE REGISTERS OF' DEEDS OF THE COMMONWEALTH OF THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE SALEM PLANNING BOARD JUNE 4, 1999 AND FROM PLANS AND DEEDS OF RECORD AND VERIFIED BY VANASSE BEVERLY, MASSACHUSETTS 01915 MASSACHUSETTS. �►►��•� HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED liow HANGEN BRUSTLIN, INC. BOOK 22034, PAGE 433 ►►' J,1� dE I�f••• DURING THE NEXT TWENTY (20) DAYS AT THE RECEIPT AND RECORDING OF SAID PREPARED FOR: YMCA OF THE NORTH SHORE, INC. • + tiSfEtl NOTICE. 2) THIS DEFINITIVE SUBDIVISION PLAN HAS BEEN APPROVED BY THE CIITY OF SALEM i �• t , PLANNING BOARD SUBJECT TO THE CONDITIONS OF THE DECISION TITLEID LEGGS HILL Assessors " f00S07E1 � � Inc.PREPARED BY. Vanasse Haugen Brustlin, ROAD, FORM C - DEFINITIVE SUBDIVISION DECISION" DATED JULY 14, 2006. SALEM MAP 30, LOT 83 (PORTION) 20. 35311 Transportation, Land Development & 3) SALEM ZONING DISTRICTS SCALED FROM CITY OF SALEM ZONING MAP'. MARBLEHEAD MAP 35, LOT 1 '- � DATE: Environmental Services Q� � �� •� �{ ox 9151 4) LIMIT OF PRIVATE WAY SHOWN AS MYSTIC ROAD I5 'UNKNOWN. '• 101 Walnut Street, P.O.P 0. FRONTAGE AND �g DATE PROFESSIONA AND SURVEY SIGNATURE: CITY CLERK := Watertown, MA 02471-9151 5) THE LOTS SHOWN ON THIS PLAN CONFORM TO THE CITY OF SALEM'S MARBLEHEAD. . .. . . .. . . . . .SINGLE RESIDENCE (617) 924-177`0 LOT AREA ZONING REQUIREMENTS. SALEM. .. ... R1 (RESIDENTIAL ONE FAMILY) — , 6 0 DENOTES BOUNDS TO BE SET. RC (RESIDENTIAL CONSERVATION) DAT �� • SCALE: 1 INCH — 40 FEET DATE. APRIL 18, 2006 REV.: OCTOBER 23, 2006 SHEET 3 OF 4 \\Mawald\Id\09044.00\cad\sr\planset\09044—Sub—Salem.dwg STONE BOUNDZ (FOUND) w `N 27.82' n t o STONE BOUND /�• N 543752" W D r o ti D (FOUND) C�•1° i cp "'4 t i N 41'15'51' W '1�' o CA 2 36.90' �? �'� N o r �- o N - •o a LOT 11 z STONE BOUND , n p o- �i rn (FOUND) LOT (11A) SALEM AREA = 547,670 Sq. Ft. aaD°- to. 3 N/F ► LOT (11B) MARBLEHEAD AREA = 64,001 Sq. Ft. rn TOWN of SWAMPSCOTT :3 LOT- 11 A AREA = 20,431 Sq. Ft. m MATCHLINE (SEE SHEET 1 ) PLAN BY F.H. EASTMAN ,� _ \ v� e+, - , DATED: APRIL 21, 1890 1;; AREA - 547,670 Sq. Ft. ��� (0.469 Acres) TOTAL AREA 611 ,671 Sq.. Ft. a, (12.573 Acres) �`�" m '42.0 RESERVED FOR REGISTRY USE ONLY z �. �JO�` �� -I N 2y 20 E STONE BOUND o� p MYSTIC ROAD (FOUND) (PRIVATE) .* c,�- �u' LOT 11A v ' SEE PLAN BOOK 47, o 14300 LOT 10 PAGE 11-B �� `���� o •o AREA = 547,670 Sq. Ft. AREA = 15,629 Sq. Ft. Z do. 'o_ / (TO BE ABANDONED) o, o o �• o. (12.573 Acres) N �,o N 10�ao o w (0.359 Acres) i LOT 4 O N o LOT 9 $ �, AREA = 18,447 S Ft. "� o `� PROPOSED AREA = 15,730 Sq. Ft. - f • "AOT 5 / q �.:' cr (TO BE SET) 0.25 •'L� 23 `,3'23 (0.423 (0.361 Acres) Acres N y.0 -�� n NLOT (5A) SALEM AREA = 16,722 Sq. Ft. ) (TYPIcaL) ob D . 6 LOT 8LAS w� _ X42.08' STONE BOUND LOT (513) MARBLEHEAD AREA = 1 ,065 Sq. Ft* '$ ,��,a°' . �, t �-'�°6 - 3'15 ° AREA 15,733 Sq. Ft. $ �` , FOUND) 1 4'- �o� LOT 5A � 7 � � °'0 5$�` � � q �'�43 23'4 ° w _ 10.47 TOTAL AEA = 17,787 S Ft. ��� w , N �O,6 ; w (0.361 Acres) , s q AREA oma_ LOT 7 TO S / 16,722 Sq. Ft. �w w _ AREA = 17,246 Sq. Ft. .,43 w ASM p . L-28.41 L - , o_ A=38.45'43' (0.396 Acres) 108° 38�•aa • M �.` LOT 5B ���- o `' _ ,40.24'x, _ TOWN LINE N AR u N 0 0 �. L 22.31 , . L •06 0 - BOUND �7 5578• c ���� �. e� A=433'53"' ` D�4 (FOUND) TOWN OF SWAMPSCOTT EAp �s E o ,� AREA 6 �, �, �. �3 BOOK 6 6 PAG 18 I 79'58'00 W / 321.2 , ` 2�$ ,,• r,�• R=20.00 v,� 20.00 / 1 ,065 Sq Ft. �•�j L 30.00, 2° 1 `' LOT 6A �_ A=855554 �,,z•�5 �.kk 0 .-�'� N F . �, LOT 11 B Ss ss• 9 �- �°° � �9 AREA y s ALBIN W. & GERALDINE C. o �� y Q F �1 0� AREA = 64,001 Sq. Ft. 7 486 S . Ft. da o� RYNKOWSKI 50 / q , q �, o �ti 6 � (Z BOOK 47, PLAN 11 B N, 79'58'00- W (1 .469 Acres N, �9• 171•20.00, `1's. 81'11.13 E 4.93' (NON-BUILDABLE LOT) y �� N 10'02'00• E LOT 6 `�� . 6'L LOT 6 R=20.00' 33• X56 sem- LOT (6A) SALEM AREA 7,486 Sq. Ft. \�. �% ti L-26.43 \o O 411- A-7542'21" R=20.00 i o. � _ `' �: s - •oo- i L=30.33; _ LOT (613) MARBLEHEAD AREA 7,807 S . Ft. g0 Sq. LOT 6B e=85.4116 1 � tih AREA — ,�.�,�r � ��� TOTAL AREA — 15,293 S . Ft. — Sq. 7,807 Sq. Ft. . ; � y mac• s �� N/F `Q , LEGGS HILL. BACK CUT o 0) N /F � �, REALTY TRUS: w- EVERETT W. & PRISCILLA G. o• .�� N/F BOOK 216, PLAN 74 G STONE BOUND HENDERSON /� LEGGS HILL N� � (FOUND) o � J P G BOOK 47, PLAN 39 C IRON ROD `� REALTY TRUST /F N BOOK 216, PLAN 74(FOUND) •. 5 BACK CUT 4j0 O�Gv ROBERT G. & DOROTHY L. STONE BOUND BROWN hFouND L.C. PLAN 23153 A h� (FOUND)) S . N v /F - DMITRI M. MENN BOOK 216, PLAN 74 N/F PAUL P. & DOROTHY L. CRONENWETT PLAN 583 OF 1949 40 0 40 80 SCALE IN FEET SUBDIVISION PLAN OF LAND IN APPROVAL REQUIRED UNDER THE SUBDIVISION CONTROL LAW SALEM. MARBLEHEAD Record Owners fi ' General Notes Certi Catton - SA M PLAN OARD H MASSACHUSETTS N S SHOWN ON THI P N ARE BASED UPON AN ACTUAL IFlELD SURVEY YMCA OF THE NORTH SHORE INC. i HEREBY CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH,THE RULES i C ERYL LAPOINTE CLERK OF THE CITY OF SALEM MASSACHUSETTS HEREBY' CERTIFY _ 1) THE PROPERTY U E S LA , CONDUCTED BY HANCOCK SURVEY ASSOCIATES INC., BETWEEN MAY 25, 1999 AND 245 CABOT STREET AND REGULATIONS OF THE REGISTERS OF IDEEDS OF THE COMMONWEALTH OF THAT THE NOTICE OF APPROVAL OF THIS PLAN ABY THE SALEM PLANNING BOARD JUNE 4, 1999 AND FROM PLANS AND DEEDS OF RECORD AND VERIFIED BY VANASSE BEVERLY, MASSACHUSETTS 01915 MASSACHUSETTS. HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS (RECEIVED HANGEN BRUSTLIN, INC. BOOK 22034, PAGE 433 �s���� of w �� DURING THE NEXT TWENTY (20) DAYS AT THE RECEIPT AND RECORDING OF SAID PREPARED FOR: YMCA OF THE NORTH SHORE, INC. DEFINITIVE SUBDIVISION PLAN HAS BEEN APPROVED BY THE CITY OF SALEM MSM �, NOTICE. 2) THIS DE . � J. ,� . PLANNING BOARD SUBJECT TO THE CONDITIONS OF THE DECISION TITLED LEGGS HILL Assessors toosuff PREPARED BY: Vanasse Han en Brustlin, Inc. � � Hang en FORM C DEFINITIVE SUBDIVISION DECISION DATED JULY 14, 2006. -SALEM MAP 30, LOT 83 (PORTION) Transportation, Land Development dt DATE. 3) SALEM ZONING DISTRICTS SCALED FROM CITY OF SALEM ZONING MAP. MARBLEHEAD MAP 35, LOT 1 . Environmental Services 4 26 Zook 101 Walnut Street, P.O. BOX 9151 LIMIT OF PRIVATE- WAY SHOWN AS MYSTIC ROAD IS UNKNOWN. ' ) �n CITY CLERK , Watertown, MA 02471-9151 5) THE LOTS SHOWN ON THIS PLAN CONFORM TO THE CITY OF SALEM'S FRONTAGE AND g DATE P SSIONAL D SURVEYOR SIGNATURE: CI LOT AREA ZONING REQUIREMENTS. MARBLEHEAD. . .. . . ... . . .SINGLE RESIDENCE ~'" (617) 924-1770 SALEM.. R1 " RESIDENTIAL ONE FAMILY 6 e DENOTES BOUNDS TO BE SET. RC RESIDENTIAL CONSERVATION DAT SCALE. 1 INCH = 40 FEET DATE. APRIL 18, 2006 - REV.: OCTOBER 23, 2006 SHEET 4 OF 4 \\Mawald\Id\09044.00\cad\sr\planset\09044-Sub-Salem.dwg 711 e '16 Issued for: Definitive Subdivision of Land 0 Date Issued: April 18, 2006 Latest Issue: March 13 , 2007eggs 1Road Pi-Ao"!Nitio BOARD Salem a ` A F ROVE SAF- PLAN , a s 1 z F , No Drawing Title Latest Issue 5 m t t Owner/Applicant: R C-1 Legend and General Notes 3/13/07kMO _ sr YMCA of the 'North Shore, Inc. L+ . . . 245 Cabot Stree C-2 Existing Conditions Plan of Land 3/13/07 1 -. z very, MA 0 15 rC C-3 Ke Plan 3/13/07 K � � �S , � �t ;~ ?�.,,. Key - r,� �.. �1 a (978) 524-0457 f S Ite � C-4.1 Layout and Materials Plan - Southwest 3/13/07 t C-4.2 Layout and Materials Plan - Northeast 3/13/07 C-5.1 Grading, Drainage, and Erosion 3/13/07 ` Control Plan Southwest - . r • .. • i� g,'; r�"Gm�y, F '"+ fit'.` , •f. C-5.2 Grading, Drainage, and Erosion 3/13/07 z r, S4 Control Coto Plan - Northeast '��^. � C-6.1 Utilities Plan - Southwest 3/13/07 Site Location Map 0 500 1000 Feet + _, C-6.2 Utilities Plan - Northeast } 3/13/07 C-7 Road Profile Not Included C-8 Site Details 1 3/13/07 C-9 Site Details 2 3/13/07 Architect: M/E/P/FP: Finegold Alexander+ Associates R.W. Sullivan Inc. C-10 Site Details 3 3/13/07 77 North Washington Street 529 Main Street, Suite 203 Boston, MA 02114 Boston, MA 02114 C-11 Site Details 4 3/13/07 (617) 227-9272 (617) 523-8227 C-12 Site Details 5 3/13/07 Geotechnical Engineer: ` GEI Consultants, Inc. 1021 Main Street Winchester, MA 01890 No. Attachment Latest Issue (781) 721-4034 0 M M Subdivision Plan of Land - 1 of 4 3/13/07 t � Subdivision Plan of Land - 2 of 4 3/13/07 O 00 Subdivision Plan of Land - 3 of 4 3/13/07 b Subdivision Plan of Land - 4 of 4 3/13/07 Vanasse Han en Brustlin, Inc. Transportation o a Land Development Q�"' �y o Environmental Services � RCIVL CA IIOM►AK � C � > 1011,Walnut Street, P.O. Box 9151 .�No.41843 z° o YMCA &t 1 99 R Watertown, Massachusetts 02471sroHA� 6171,,924 1770 FAX 617 924 2286 3 �s•r�7 ' a A 7- L: \UYU44.UU\cad\Id\Hlonset\Kevised Definitive Subdivision 5-13-U/\UYU441eg.dwg IL II Legend Abbreviations Notes: �s �-�-4- J Exist. Prop. Exist. Prop. General General Layout and Materials S CONCRETE ARAN ABANDON 1. CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEASTF 72 HOURS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB FACE OF BUILDING FACE OF WALL AND CENTER LINE G r � P/ EXCAVATING. OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. PROPERTY LINE HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. Vanasse Han en Brustlin Inc. (7 p S d f-( PROJECT LIMIT LINE Q O RIPRAP ADJ ADJUST ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. g 3. CURBING SHALL BE VERTICAL GRANITE ALONG LEGGS HILL ROAD. CURB SHALL BE BITUMINOUS Transportation CONSTRUCTION ENTRANCE/EXIT 3. ACCESSIBLE ROUTES PARKING SPACES RAMPS SIDEWALKS AND WALKIWAYS SHALL BE BERM WITHIN THE YMCA SITE UNLESS OTHERWISE INDICATED ON THE PLANS. O.sS �<<� --- RIGHT-OF-WAY/PROPERTY LINE APPROX APPROXIMATE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH [DISABILITIES ACT AND WITH Land Development EASEMENT STATE AND LOCAL LAWS AND REGULATIONS WHICHEVER ARE MORE STRINGENT 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE Environmental Services 27.35 TC x 27.35 TC x TOP OF CURB ELEVATION BIT BITUMINOIUS ( BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING SETBACK l 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMIPERVIOUS SURFACES CONCRETE DOOR PADS, COMPACTOR PAD LOADING DOCKS DC 2ss5 BC BS BOTTOM OF SLOPE BOLLARDS, ETC. 2s.s5 x MOF CURB ELEVATION BOTTOM (BUILDINGS PAVEMENTS WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAMI AND SEED. 101 Walnut Street P.O.Box 9151 1 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTAT10N DISTURBED DURING; Watertown,Massachusetts 02471 10+00 10+00 BASELINE ' 132.75 x 132.75 x SPOT ELEVATION BWLL BROKEN 'WHITE LANE LINE 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. Wa617 tertown, CONSTRUCTION LAYOUT 45.o TWX 45.0 TWX W TOP & BOTTOM OF WALL ELEVATION CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 924 1770•FAX 617 924 2286 38.5 BAR' 38.5 B ZONING LINE W6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS BORING LOCATION DYCL DOUBLE 'YELLOW CENTER LINE 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO Owner/Applicant: TOWN LINE WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. North Shore YMCA 69 TEST PIT LOCATION EL ELEVATION DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.k1w Mw 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT 245 Cabot Street LIMIT OF DISTURBANCE O MONITORING WELL ELEV ELEVATION 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE Beverly,MA 01915 AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP (978)524-0457 WETLAND LINE WITH FLAGUp UNDERDRAIN EXIST EXISTING THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FLOODPLAINDOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, ANID FIRE HYDRANTS, WITHOUT FEATURES. 12'D 1200 DRAIN FDN FOUNDATION APPROPRIATE PERMITS. BLSF 6� R�� 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND FLOODING "RD BORDERING LAND SUBJECT TO FLO s ROOF DRAIN FFE FIRST FLOOR ELEVATION 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE (MANUAL OF UNIFORM TRAFFIC DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT " CONTROL DEVICES. FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE Bz WETLAND BUFFER ZONE m �2° 's® � _- _12 S.. _ SEWER GRAN GRANITE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS, FM FM 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE C(ONTRACTOR'S OPERATIONS "�Dz NO DISTURB ZONE - "" �- - - - - - - - FORCE MAIN GTD GRADE TO DRAIN SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S 200'RA 200' RIVERFRONT AREA OHW- -OHW- OVERHEAD WIRE LA LANDSCAPE AREA EXPENSE. Demolition 6"W 6"W WATER 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE 1. THE CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LOD LIMIT OF DISTURBANCE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, LIMIT OF WORK INCLUDING STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, - - -- - - - - - - - GRAVEL ROAD 4"I•P 4"FP FIRE PROTECTION OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING MAX MAXIMUM MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT - E 1P - - _ - EDGE OF PAVEMENT 'L'DW- DOMESTIC WATER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS AND BB BB - BITUMINOUS MINIMUM SPECIFICATIONS. BITUMINOUS BERM 3"G G GAS 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE 8C BC BITUMINOUS CURB E E ELECTRIC NIC NOT IN CONTRACT RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 2. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. Cc cc CONCRETE CURB STM STM STEAM NTS NOT TO SCALE 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO CG ADDITIONAL COST TO OWNER. CURB AND GUTTER T--- T TELEPHONE Erosion Control ---------- PERF PERFORATED 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE cc ECC EXTRUDED CONCRETE CURIE EA FA FIRE ALARM PROP PROPOSED IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE cc Mcc MONOLITHIC CONCRETE CURB --CATV CATV CABLE N ANY, AT NO COST TO OWNER. AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS REM REMOVE IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. CC _ PCC PRECAST CONC. CURB 14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND ANG FALLS VWITHIN THE NPDES ® CATCH BASIN RET RETAIN CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT _ SGE SGESLOPED GRAN. EDGING CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITHI THE EPA AND PREPARE A THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND go DOUBLE CATCH BASIN R&D REMOVE AND DISPOSE STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER `ICCyGC VERT. GRAN. CURB CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. DRAINAGE STRUCTURES AND PROTECTED AREAS. ® GUTTER INLET R&R REMOVE AND RESET "+ LIMIT OF CURB TYPE 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT C7 ® DRAIN MANHOLE SWEL SOLID WHITE EDGE LINE Utilities SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION -- SAWCUT =TD= IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. ® TRENCH DRAIN SWLL SOLID WHITE LANE LINE 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE r PLUG OR CAP REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE BUILDING Co co TS TOP OF SLOPE THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATIOM SHOWN DOES NOT EXPOSED FOR A MINIMUM OF 11ME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE CLEANOUT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, STABILIZED TO PREVENT EROSION. 71 EN BUILDING ENTRANCE � NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL [UTILITIES MAY BE PRESENT TYP TYPICAL .r FLARED END SECTION THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING 5. UPON COMPLETMN OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, 3 1 LD LOADING DOCK CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT HEADWALL AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. • BOLLARD utility THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE. PROPOSED UTILITY ROUTES, t D❑ DUMPSTER PAD 05 SEWER MANHOLE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. CB CATCH BIASIN Existing Conditions Infortiation -�- SIGN CS Cs 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CURB STOP & BOX CMP CORRUGA'\TED METAL PIPE CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS 1. BASE PLAN: THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL FIELD a DOUBLE SIGN WY WV INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED SURVEY CONDUCTED BY HANCOCK SURVEY ASSOCIATES INC. BETWEEN MAY 25, 1999 AND JUNE 4, • 'EATER VALVE & BOX CO CLEANOUIT WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE 1999 AND FROM PLANS .AND DEEDS OF RECORD. THE EXISTING CONDITIONS SHOWN ON THIS PLAN rsv Tsv TAPPING SLEEVE, VALVE & BOX OWNERS REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT. CONTRACTOR'S FAILURE TO ARE BASED UPON AN ACTUAL ON- THE-GROUND INSTRUMENT SURVEY PERFORMED BY HANCOCK --x STEEL GUARDRAIL "'• DCB DOUBLE (CATCH BASIN NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR SURVEY ASSOCIATES INC. BETWEEN MAY 25, 1999 AND JUNE 4, 1999 AND FIELD VERIFIED BY 4, SiAMESE CONNECTION ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. VANASSE HANGEN BRUSTLIN, INC. IN MARCH OF 2005. WOOD GUARDRAIL HYD HYD DMH DRAIN M/ANHOLE ' 'a' FIRE HYDRANT 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHIES IN ACCORDANCE WITH A. DELINEATION OF IVE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY. VANASSE VIN WM CIP CAST IRON PIPE ELEVATIONS ON THE GRADING AND UTILITY PLANS. HANGEN BRUST'LIN, INC. IN OCTOBER OF 2005. PAS o o WATER METER B. FLAGS MARKING THE WETLANDS WERE LOCATED BY. VHB BY ACTUAL FIELD SURVEY - - - PIv Plv 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COWERS, GAS GATES, ELECTRIC O POST INDICATOR VALVE COND CONDUIT { TREE LINE AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON N.G.V.D. OF 1929. PROJECT SOURCE BENCHMARK IS WIRE FENCE , 0® WATER WELL DIP DUCTILE IRON PIPE SHALL BE SET/RESET AS FOLLOWS: THE INVERT OF A SEWER MANHOLE AT STATION 5-1-50.4 AS SHOWN ON A PLAN ENTITLED "TEDESCO ST. TO SUMMIT M.H., SCALE 40 AND 4, DECEMBER 1953, HALEY AND WARD ENGINEERS." THE FES FLARED END SECTION A. PAVEMENTS AND CONCRETE SURFACES: FLUSH DATUM OF SAID BENCHMARK IS MARBLEHEAD VERTICAL DATUM. ELEVATIONS SHOWN WERE -a Q - - �--- FENCE 0 0C GAS GATE CONVERTED TO N.G.V.D. OF 1929 BY SUBTRACTING 4.25' FROM MARBLEHEAD VERTICAL DATUM. � -� -�-;- STOCKADE FENCE o, o GAS METER FM FORCE MIAIN B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 1 REMOVE SUBDIVISION ROAD 3/13/07 3. TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED BY VANASSE HANGEN BRUSTLIN, No. Revision Date ppvd. o00000o STONE WALL F&G FRAME AND GRATE C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS3: ONE INCH ABOVE INC. GEOTECHNICAL DATA WAS FURNISHED BY GEI CONSULTANTS, INC. O OEMH ELECTRIC MANHOLE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. Designed by Drawn by Checked by �- RETAINING WALL EM EM F&C FRAME AND COVER CAD checked by Approved by El a ELECTRIC METER 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION (OF PROPOSED PRIVATE --- STREAM / POND / WATER[ COURSE GI GUTTER INLET UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMEMTS PROVIDED BY, AND Scale NTS Date April 18,2006 -- -- DETENTION BASIN ' LIGHT POLE APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELLECTRIC, FIRE ALARM, ETC.). Project Title GT GREASE TRAP FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNERS AND ARCHITECT. HAY BALES (D ® H TELEPHONE MANHOLE YMCA at LE'ggS Hill ® HDPE HIGH DENSITY POLYETHYLENE PIPE 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES SILT FENCE [] D TRANSFORMER PAD FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OFF GAS, ELECTRIC, TELEPHONE, HH HANDHOLE FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. ----4---- 4 MINOR CONTOUR { UTILITY POLE HW HEADWALL --20-- 20 MAJOR CONTOUR o- 0- 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: Leggs Hill Road GUY POLE HYD HYDRANT GUY WIRE & ANCHOR INV INVERT ELEVATION A. WATER PIPES SHALL BE CEMENT LINED DUCTILE IRON Salem, Massachusetts 10 10 PARKING COUNT H1i HH B. SANITARY SEWER PIPES SHALL BE SDR-35 POLYVINYL CHLORIDE ((PVC) SEWER PIPE Issued for C10 COMPACT PARKING STALLS PB oB HAND HOLE I= INVERT ELEVATION C. STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE (HIDPE) Definitive Subdivision of Land DYL DYL PULL BOX DOUBLE YELLOW LINE LP LIGHT POLE 8. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH in Salem & Marblehead s>a SL Matchline STOP LINE ----- MATCHLINE MES METAL END SECTION EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CROSSWALK PWW PAVED WATER WAY CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY Not Approved for Construction 1111111111111 j COMPANY AND AS INDICATED ON THE DRAWINGS. Drawing Title ® ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORIDE PIPE 9. SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS ACCESSIBLE PARKING RCP REINFORCED CONCRETE PIPE COMPANY'S REQUIREMENTS. Legend and VVAN-ACCESSIBLE PARKING R= RIM ELEVATION 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN..) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. FOR General Notes SMH SEWER MANHOLE MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM IDIAMETER SHALL BE 5 FEET. TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE Drawing Number i OFMgss9c _ o ti 1 �� NCWAK R G� cwt Sheet of .e NO-2 16 �F Q�STEQ` NAL Project Number 09044.00 09044LEG.DWG r_ i L. 'UDRtooL'1 __ -- \\vhb\prof\Wot-LD\09044.00\cad\Id\Pl(inset\Revised Definitive Subdivision 3-13-07\09044EX.dwg • w N r `; 1. 66 V z 209 F MERIDIAN FROM 1933 COUNTY LAYOUT ,\ ��. c Z OF LEGGS HILL ROAD \ \'I ;\ , Vanasse Hangen Brustlin, Inc. \ ., X N ',�, �' ii\``''`it\ Transportation \ ? 6 N\, \ i� Land Development ,\, %%%\t,�,,,;, N \1o,, ,1,„ Environmental Services I" 1r ,, II t l ,� ' Ii1'111t1,,,/ , N N 63'42'40" W � •d(c ,I1 ,III �I'll, ; \ TOWN OF SwAMPSCOTT 32.58' 11 ;; \\vhb\proj\Wat=-LD\09044.00\cad\Id\Pfanset\Revised Definitive Subdivision 3-13--07\09044plot.dwg r.. � 36°16'38 I 625.14' 1:1 PLACED STONE SLOPE CONCRETIE RETAINING WALL _ (SEE ARCHITECTURAL/STRUCTURAL PLANS) STEEL GUARD 4� :o S RAIL (TYP} STEEL GUARD .•`'�--�_.. �<� ,.�� �,,� ,� Vanasse Haugen Brustlin; Inc. F \ � 4 RAIL (TYP) 0 o Transportation Land o Development M., �4 F _. v u' nm nto 1 Services , Environ= 4 : nn ry .......... ........ .,.. .. ... .,. ..... >: .. ... .: : .. .. .. ..... wx a ... v:. ,..-. ., n. Y .....:w. .. ...,. a. ^fr l/ ', 101 Walnut Street,P.O.Box 9151 - ENI Watertown,Massachusetts 02471 ^, Kz L4 6179241770•FAX 617 924 2286 RETAINING WALL WITH 0, BC rn CHAIN LINK FENCE w Owner/Applicant: p (SEE NOTE 3) 130.96' North Shore YMCA UJ 60' a-.. r--r- . 245" ' ' ;•�• Beverly,oMA 01915 CONCRETE - . y : PROPOSED YMCA (978)524-0457 PATIO Z' °F oa PROPOSED POOL r . �: firi EXISTING TREE TO BE WOOD GUARD •• ,- Ld Sign Summary .• \_�`•�fa RAIL (TYP) LA Specification PROTECTED (TYP) M.U.T.C.D. Dese.ZA 130.96' NumberWidthHeight 5H O�31418' 24' 18' nti a 1 Z 1 LA 's.:•. = Q `'' R1-1 30" 30" 00 oLA 4" STRIPING (TYP) HEAVY DUT`Yr ": ' ",� • R7-1 BUILDING OVERHANG R7-8A-,.Z) .. w PAVEMENT / ,,,. --�';:;�,.,- :,,�•-..-.�--�-_�- =` R7-14 � {TYP) (TYP) rT EN EN "ULT15TEM APPLE r j 27 / / _ _ °' - :• •. :�* s. w R6-1R 12" 18 ONE WAY 1 �� �< r �. : s... '�._,, �• - :, "• •'t R5-1 8' WIDE f LA R:5-1 Z 0 8 �, 50 c•' NO PARKING 2 'n _ EN EN EN EN . EN�''� ® . e =: R5-1 30" 30" BC ACR TYPE "B" i� ACR`Tl'PE.".A"` ACR TYPE "A" •� i s C, 147 �\CC I g4 d TYPE' — - — PLAY GROUND RESERVED �SY� o o •� rn � rod, "B" Asa- ' LOCATION, DESIGN PARKING S 1 1 ry No aQ 26 � ) SS� 'F' BY OTHERS R7-8 12" 18" R -1 7Lu ,o0. ► 4 R5-1 Ilk V 4t�, \ f 8' 24' 21.3T_, `~ LA R7-8A BC 201 r R7-8A 12" 6" ACCESSIBLE '�� 8' WIDE CONCRETE SIDEWALK NO PARKING 5' BITUMINOUS SIDEWALK (TYP) CROSSWALK ADJACENT TO FINAL ANY , •�eF zz t 1 i 9' o ACE "B" 30 LA PLAYGROUND LOCATION R771 12'" 18" TIME r . i ((TYP)) ca TYP z x; 39 ct 2S 3 R7 1 s max" VV 1EIC W11-2 30" 30" 1 R7-1t 7x :T r�CJwF� WOOD GUARD HEAVY DUTY LAS.• RAIL (TYP) b' BITUMINOUS PAVEMENT (TY F') .� R_7"-1 1 W16-71P 24" 8" OP �,•,� �. \��. r , ti SIDEWALK (TYP) R7-1 "" W16-9IP 24" 8" AHEAD 5`per t�P J �tio NO THRU "L�• ` e 1 l 1 iz LOT 7 1 J� SEI�IMEtZT FOREB,4Y ` 7s k Y ., �, ,, TRAFFIC ABUTTERS r'r R7-1 ONLY 8, WIDE Cf�OSSWALK �� ; » LOT 16 '� =r /� ASPI<N CLiJSTE 'R5-1 LA a 5 1011, CID ACCESS AND LOT 'I�a y j ` UTILITY EASEMENT \ _ AP mF� R1-11 `' � \ MAT 1 ` R X 3 REMOVE SUBDIVISION ROAD 3/13/07 12" ASPEN DETENTION E TQ�/Ar 25 R '-ACR ,�.�'' • -:; r LAN ► / �'�, 1Ck� BASIN { lsx TYPE "B" _ �--' -'yGC 2 PER CITY of SALEM COMMENTS 7/7/06 LOT 1 , '�' 3 � _ 44'' OAK t F�/ 5' BITUMINOUS n „ "; ACIi . •. " r I 1 PER (CON-COM COMMENTS 6/8/06 \ 4� y4��' SIDEWALK �TYPIi "G" - '� �' \^ v� No. Revision Dote Ppvd. WI -2 ` �\ • �� E Cj�J3 �' �� "" Designed by JWM Drawn by JwM Checked by CDN '.�• � , 1 WI -9P t�vy21 ly `'� A y�Q \ , �- `` NO t , l 3SOC NQS -'" CAD checkedl by Approved by THRU C'ONREE � scale i40 r Date April 18,2006 4. ,2006 TRAFFIC SIDEWALK Pro}ecTit1 ABUTTERS 1ROAT J ONLY A at Leggs HillYMC �n �� 1 � qD .•�'� MAINTAIN CITY -0 �Q ©p� / a / MONUMENT '.1I°°� �o� , �� _ �ti 6�'F cR LE E , o.o _� _ Parking Summary Chart E ISTING l E "G" _ �y 3,°„'� �' \ 0 5�° r -�5� P��” aces Provided Le s Hill Road i c Description Sp gg LOT P R1-1 J / STANDARD SPACES 239 nr �, Salem,, Massachusetts \ SHOWN FOR Issued for ��'�" .1, � � � -•-' � O � 5S°j W11-2 '��'', •r ••`, \ \ -�'� APPIROXIMATE HOUSE ts, v ACCESSIBLE SPACES * 7 O W16-7P O f� -� Y' F00'TPRINT GRAIPHICAL PURPOSES `�-� VAN ACCESSIBLE SPACES * 4 4)" ACR t / ONLY. BUILDING Q L TYPE "K" ACR `� / CONISTRUCTION BY r �' \ TOTAL SPACES 246 Definitive Subdivision Of Land TYPE ""A' .,r/ \ °'`� / OTHIERS. (TYP) p I ADA/STATE/LOCAL REQUIREMENTS BASED ON 246 TOTAL MSalem & Marblehead • • �' C /�/ TEXTURED SPACES c3`��1� �°° O ya OO U�,, C�� :-• i. \\ CROSS YJt K0 _ d for Construction z 5' CONCRETE \\ ( ata Not Approve SIDEWALK I NOTES: Drawing t � `' � Cj• � �,\���j� ti `� 1. SIDEWALK MATERIALS WITHIN THE LEGGS HILL ROAD \Y1 SAWCJT AND CH \ \ RIGHT-OF-WAY SHALL BE CONCRETE, AND CURB SHALL BE EXISTING ( \ VERTICAL GRANITE.5 Layout and Materials 2. LOCATION OF I DRIVEWAY CUTS TO BE DETERMINED BY � RESIDENTIAL BUILDING CONTRACTOR Plan Southwest 3. THIS PLAN DOES NOT SHOW FENCING. WALLS GREATER i I THAN 4' IN HEIGHT SHALL HAVE A FENCE, MINIMUM OF 4' IN W HEIGHT, ALONG THE TOP OF WALL. CONTRACTOR TO COORDINATE FENCING WITH OWNER/ARCHITECT. 4. THE FOLLOWING NOTES REFER TO THE PROPOSED YMCA Q , �'�� CZ O�� `0.J ,` \ = SITE ONLY: Drawing Number A. RADII SHALL BE 3' UNLESS OTHERWISE NOTED. R OF r / � -- SEE OFFSITE IMPROVEMENT Q B. SIDEWALKS SHALL BE 5` WIDE BITUMINOUS CONCRETE .>Ij►�"' OR REMAINDER OF UNLESS OTHERWISE NOTED. ACCESSIBLE CURB RAMPS SHALL g �H� C - 4 rfPLANS F _ BE CEMENT CONCRETE. SIDEWALK LOCATlON5 SHOWN ON THIS1 �y� • ° , Q p U WORK TO BE PERFORMED � � ` C, ��' `b� •' ON LEGG`3 HILL ROAD. � PLAN ARE NOT FINAL. CONTRACTOR TO COORDINATE FINAL c�• CtVN. cP I SIDEWALK LOCATIONS WITH BUILDING AND LANDSCAPE ,0 1tfl.4#843 4 s6+, ' c�� sC• C QyP �hry � 40 0 40 80 ARCHITECTS. ��. .F� Q``` 5 16 t5• ° f5• O _ -• 1 '� Q Sheet of �S T'E C. CURB SHALL BE BITUMINOUS CONCRETE UNLESS OTHERWISE �S�aNAL ENG �`� �`� SCALE IN FEET NOTED. C�ba-"_ 'V� Project Number D. VEHICLE ACCESS AISLES SHALL BE 24' WIDE UNLESS �•13.p7 09044.00 & ti':� OTHERWISE NOTED. Q • �, q�C \ p� r 09044PLOT.DWG IR P 7 7 -- - - -- - \\vhb\proj\Wat-LD\09044.00\cod\Id\Planset\Revised Definitive Subdivision .3-13-07\09044plot.dwg II N 42'1,4'41" .E 779.88' ��� 41 CONCRETE RETAINING WALL 1 (SEE ARCHITECTURAL/STRUCTURAL PLANS) STEEL GUARD 1.1 PLACED STONE SLOPE RAIL (Tr?) �L k Vanasse Hang en Brustlin, Inc.. STEEL GUARD / RAIL (TYP) ,�,., DUMPSTER PA1p WITHAENCS�`Uf�E'�`'�'�"�`'��. \.� �t,,� �,t � / �f�� }� � t Transportation �g eNelopment voEnirnmental Services s o w r ,¢ 101 Walnut Street,P.O.Box 9151 EN Wi LOT 19a Watertown,Massachusetts 02471 l00 RY ' HEAVY DUTY 33 I ��,, 617 924 1770•FAX 617 924 2286 14.65 1 ; PAVEMENT (TYP) w Owner/Applicant: MULTI-PURPOSE e North Shlore YMCA 96 ATHLE C F .LO w LA (SEE LANDSCAPE.PLANS} 245 Cabcot Street �••:`,- _ PROPOSED YMCA ,0 1 Beverly, MA 01915 1._ , a (978)524-0457 OSED POOL a- 14AUTHORIZED - VEHICLES J .65" eQ� t 00 - Sign Summary ONLY g M.U.TC.C.D. Specification 96• z Z EN EN x \, • a W Desc. --� :•�M." 19 18' S�P� .� r �' ,,fob Ntlrmber Width Height e SCENIC OVERLOOK :;:=::: .:• LA TU ` u� :�•ri.: WITH PICNIC TABLE \ \� R1--1 30" 30" i •=.. ' 4" STRIPING (TYP) 9r • BUILDING OVERHANG R7–g { O� R7-1 R'7-1 N3 (TYP) ,� \ \ \ \ �\ \ , R7--8 Y `v ENI EN sz :;.' oa \ (TYP) ' ep\� \ \ \ \ �� \�� R6-1ft 12" 18" ONE WAY _ LLJ `b 16 _:. _ �'_:A•: R5-i 8'.WIDE f -a J' - 1011 -4 \ / NO PARKING EN EN EN EN CROSSWAL EN``' _.'_ 43 \ en LA \ _ LA ; �R. \ \ R5---1 30" 30" e e e 15' Tz "'� rI _- r- 1i� ACR TYPE– �" AC;R TYPE "A" — — — — .i •- 134CR TYPE "B ....,. .•:� _,. w' 4 M I .� 04 F147]coo 0 147 _' �.� MCACR ' — — _ _ — _ _ -- _ 19 24 \ 10� `'�• �Q �\, \``t�� `\ / 3: _ _TYRE -/--PLAY GROUND .'+ 5"R \ 9 G� f RESERVED /1 4 7 VOO/ ` LOCATION. DESIGN .cti \ ( ) 9 � PARKING BY OTHERS 99 TYP �� e `�\ ( ) 0.� f R7-8 12" 18" \ VAN LA R7-18A ` 12" 6"EIC ACCESSIBLE `MODULAR RETAINING WALL ' 8' WIDE CONCRETE SIDEWALK \ \ WITH CHAIN LINK FENCE NO PARKING m 5" BITUMINOUS SIDEWALK TYP — CROSSWALK ADJACENT TO FINAL gWOOD GUAR .-- (SEE NOTE 3) r� R7-1 12„ 18" ANY TYP / PLAYGROUND LOCATION Lq RAIL \ NE { ) 9' o ACR `l,Q / ♦—� ;TYP) TYPE "B" LA ✓ I �� \ \' ��'��,� ,p S _ — 1 , BG 39 in L 2s � R7 1 � ,'' ✓„ • � � >�' �, ,�ti ,�• I • �� ,I R S f ' W11-2 30" 30" ISA R7-1 , 9 /f I HEAVY DUTY LA ACCESS AND l— UTILITY EASEMENT EXISTING e \ ` . 5' BITUMINOUS PAVEMENT (TYP) / j W16-7P 24" ^ 8" -r� SIDEWALK (TYP) "''•"i R7-1 STEEL GUARD R7-1 V - �-- \ _ -.G-� � �v s , '� ,�., RALI (TYP) , LOT 12 \ '..•' / fF, k ` \ .-/ / W16-•9P 24" 8" AHEAD tJ 5 M N � k >aLOT 18 \ - NO _.� THRU �--- LOT 17 TRAFFIC „ R7-1 ONLY \ �� ABUTTERS >✓.y LOT 16 LA ACCESS AND SILL � UTILITY EASEMENT LOT-15- ' J vin 3 REMIOVE SUBDIVISION ROAD 3/13/07 LOT '! r � $ _ ,' �.- VGC \ ' r \"\O 2 PER: CITY OF SALEM COMMENTS 7/7/06 1 PER! CON-COM COMMENTS 6/8/06 \���Ji _ -'-'� -: f`� ".-- 7\ 1 U�•�\( ��•��'lll�� �-. ""`� � � No. Revision Dote PPvd. SAWCUT AND MATCH Designed byy JwM Drown by JwM Checked by ON �.�'` ,•, ' / ' 5 \� _ EXISTING (TYP) CAD checked by Approved by ' •tet•-- �-' �� I � ' S CONCRETE -- Scale 111=40' Dote April 18,2006 SIDEWALK_---- Project TitIce 90 YMCA gg t A at Le s Hill ALL _ �-- -�,.- Parking Summary Chart Description Spaces Provided. Leggs lHill Road STANDARD SPACES 239 APPROXIMATE HOUSEm � ACCESSIBLE SPACES 7 \, FOOTPRINT SHOWN FOR a- , � ISalessued aml, Massachusetts GRAPHICAL PURPOSES r 1G / ONLY. BUILDIN:E83Y r� p r�, VAN ACCESSIBLE SPACES * 4 / CONSTRUCTION s a' 246 TOTAL SPACES Deflniitive Subdivision of Land TYP �f t OTHERS. ( ) / 15 I * ADA STATE LOCAL REQUIREMENTS BASED ON 246 TOTAL in Salem & Marblehead SPACES 1` NOTES: Not Approved for Construction Drawing Tittle 1. SIDEWALK MATERIALS WITHIN THE LEGGS HILL ROAD RIGHT-OF-WAY SHALL BE CONCRETE, AND CURB SHALL BE �t Y VERTICAL GRANITE. r-- Layiout and Materials '\ �g 2. LOCATION OF DRIVEWAY CURB CUTS TO BE DETERMINED BY \ I RESIDENTIAL BUILDING CONTRACTOR. Plan Northeast 3. THIS PLAN DOES NOT SHOW FENCING. WALLS GREATER �jI HEIGHT, ALONG THAN 4' IN HEIGHT TOP OF WALL. CONTRACTOR TO OF 4' IN 1 z COORDINATE FENCING WITH OWNER/ARCHITECT. 4. THE FOLLOWING NOTES REFER TO THE PROPOSED YMCA \ _ SITE ONLY: Drawing Number Q A. RADII SHALL BE 3' UNLESS OTHERWISE NOTED, ,�•�H OFI�I,PS I < B. SIDEWALKS SHALL BE 5' WIDE BITUMINOUS CONCRETE 1 UNLESS OTHERWISE NOTED. ACCESSIBLE CURB RAMPS SHALL gg � BE CEMENT CONCRETE. SIDEWALK LOCATIONS SHOWN ON THIS C-4 -02 AK PLAN ARE NOT FINAL. CONTRACTOR TO COORDINATE FINAL CP& + LOCATIONS WITH BUILDING AND LANDSCAPE o ,�O,S��W9.411843 o� sheet6 of 40 Q 40 80 ARCHITECTS16 c� C. CURB SHALL BE BITUMINOUS CONCRETE UNLESS OTHERWISE ANAL L �. SCALE IN FEET NOTED. J Project Number \ D. VEHICLE ACCESS AISLES SHALL BE 24' WIDE UNLESS /Y 3•!'8'07 09044.00 OTHERWISE NOTED. 09044PLOT.DWG I L:\09044.00\cad\Id\Planset\Revised Definitive Subdivision 3-13-07\09044plot.dwg \ , .0•� �' ^ _ eY _.r rte`' «- .'_" -,_�- .,.....- j.+-,,.- ..'_-�^{�J' '•,•.. 'Y"^..+. --...r .+-- -i - .... _._-_..... , ~Y~ y -._.-.+r-.._.r-."'.•`r- "\• 1''/r--^- `" ""'•7" 'µ ...r'�-- ,...-- - ._. ...... - ..-.-.• ^`+W ,..�.'_....--^"'ter!1-.-•-• ....._ ._._. '""^ --.. - 90 - ^ `.'"..T .r „.,.� ....,,sem"^,..,, � ^. �.--��, - _. -_.._,_,. _ '~' r~ _ ,•- _ f'rr.+.--•-----e._-...- SMH 7 -_ . R=85.8 `� --_ ` _ �'✓', _� �' �4 w_-w -- - _ ______ Z. ORANGE SNOW '~ �- '' '~ :ti ti _gr rrr . _ - - - -_ "= _r - 4� - ���- -- M1_ - ~---- �:.-r -60""` ,� � =''\�� __-L ~:`,rY^•Y,'-`=-�""`_,-`Y�.*.�+\.�,�\�\fi",'�"t'-`\.`'...�\ti,��,;�~a`'\` • �`\\r\\.\�t�e\\\t`sow t ( v``r''` i.e// ` ' , r! r_�$-^_^ =_..w_'__r£7_.{}-_`_- __--��--__--__n_.--�_fiG-r--�-� _ 59-_G_-l'r-/'/r_ ^ �-,,•._`,.._�_._--_-_--�_$-__. ______---e_r_r�-r"_=s_'+--' _-. T_�'"--------"-----_..-___.-_-^_..-.-_._-Y-._._��_-_-'�-FENCE 1L �p � p_---- � _- :_ _-----"______ .-._- y--- - ---- -- ----------_ - - -- -------- - ___ _- _ _ _ _ _ - - - _ - - - _ ; -------_---- -------------- ------- _- ---__----- -----------_---_ _ Tanasse H a ngen Brustlin, Inc. ------------ - _------- - ---- J94 Transportation-_ T_-- -_ Land Development Environmental Services O N� d ✓,r r}- r / J CO 4 \tA�\\ `At t i t AV �,\ .t + \\ \� .v � '' �..,•''` r ,A � 1 � � (n ' Rj W .-' tO / O O� � �' \ ✓ ✓ }, Z �\t ,` ' i /,,,t Z t, \ , /'/t'r r` ,rrr .a`.-% r ' f/'✓_ -_r' - _-_-`_t•f-'";rw`�\t\\\\::♦\.. -"�rt 1riTC'✓tl,^���% rr-'✓`','�,9��`i r- rD �_ ��g_z.�_iti�-�='f-,~�_��-.-~ ^�_ _ L --J."_�-`___.__-.-.-_`.-. ..__. �- l - j 1///J f/`t /-t`T/r-�_`f�/_��___'\`\\\ \ ",`*♦ \\`.\ `\ \ O101 TlWera/fl�mPulty Street, ett: , P.O. 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C- `\\ \\ t •�j f�• t �`` \ r- -- , `, e,,,� /`/rr =�.48.. ! i r✓/ ,,�--"'r f` \ \ /• `., _.._I-- _._ - ..... .^ .•--�0 �'• LINE �, �Ik1 L\ I 1 t e t �,) € € /f / rr f tt / _- -- '- _ - - . 3 REMOVE SUBDIVISION ROAD 3/13/07 i - �; � /f ��,,S.SS���C,,�4�.r� �� \ \\�\ ��\�1\I �•#• ��i�+i�t€ � r!i r#� iI� t{1 ,61 l t l FE D1 � 2 PER CITY OF SALEM CO MMENTS 7/7/06 r- OUT t SMH 2 1 PER CON COM COMMENTS 6/8/06" n I= 3.0 N 275 67.0 IR=605 I No. Revision Date Appvd. iNrD2-_ AYEALE i € � € r i � i� •,'✓f,. / M /� ri/r�7f/fiJrt sff/f/r/i jr//%�/rI ir't!/frr/1!rzI€r/brrrt�°rr!r�/t fr/I€r/�+//rIt/rIrrir li i j/t r1s€ r ( t t r _ , / D2 _,\;v 970 T=65.7 O � , :, `SS HWIT��'' < J�� U Designedned Drawn by C hecked by FENCE N DWI CAD checkeed by Approved byDMH Jq L 41 Scale11101 ""e April 18,2006i Q1hGY rb / �_. cy - r' AND ti, aj`t' c� f r --� , Project Title DMH D1 \f PLUG 24`COV " �9.8 `` - r - SAWCUTAND MEET nD ° rr/ Jr YMCA at Leggs Hill 6 EXISTING (TYP) ABANDONED ,/t / Y�� PIPE > /� -� ✓rr SMH 11 r Y 1 •. ,r :/ ,,� .. - L Hill Road rr �y� eggs r t R=56.3 ajar' 5 60 �� \ 4,�rA� Salemi, Massachusetts INSTALL SILTSACKr'� �; NOTES: Issued for SEDIMENT TRAP OR 1 r ` \ e�`��� APPROVED EQUAL `'m '✓ 1. EXISTING ROAD GRADES AT THE PROPOSED SITE Definitive Subdivision of Land �13 � ��, ENTRANCE= HAVE NOT BEEN VERIFIED FOR EXACT SMH 10 '" -� a ( sa} ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY GRADES R=58.5 t zYr2�' PRIOR TO CONSTRUCTION. IF THE GRADES DIFFER FROM in Sahem & Marblehead THOSE SHOWN ON THE PLANS, THE CONTRACTOR y- r` 12 SHALL NOTE Y THE ENGINEER FOR CORRECTION PRIOR RCP\� tt( DCB D2 TO CONSTRUCTING THE PROPOSED ROAD. Not Approved for Construction R=59.6 i CONSTRUCTION Drawing Title STABILIZED �\ _,./ 9 r 2. UNLESS OTHERWISE NOTED ON THE PLANS, ALL f P t ` DCB D1 / • �-' SLOPES GREATER THAN 3:1 SHALL BE REINFORCED R=59.6 /t ACCESS \� WQD D1 USING TURF REINFORCMENT MATS AS PER THE DETAIL / a R=59.3 ON SHEE C-9, OR USING POWERBOOST MULCH BLANKET MANUFACTURED BY GROUNDSCAPES EXPRESS; Grading, Drainage, and INC. OR APPROVED EQUAL. SMH 2 3. ELEVATIONS SHOWN ARE BASED ON NVGD 1929. Erosion Control Plan - SAWCUT AND MEET \ R=59.5 SUBTRACT 4.36 TO CONVERT TO CITY OF SALEM 1 EXISTING (TYP) \ W DATUM. SUBTRACT 4.25 TO CONVERT TO CITY OF Southwest Z \ z MARBLEHEAD DATUM. EX SMI-11 -1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR R=58.58 = CONTROLLING DIRT, DUST AND MUD WITHIN THE PROJECT LIMITS SUCH THAT IT IS NOT TRACKED OUTSIDE THE PROJECT AREA IN A MANNER WHICH Drawing Number IMPACTS ANY RESOURCE AREA OR THE IMMEDIATE Q ENVIRONS. SEE OFFSITE IMPROVEMENT � SH OF PLANS FOR REMAINDER CF r 5. THE CONTRACTOR SHALL INSTALL CATCH BASINC- 5 . I WORK TO BE PERFORMED SEDIMENT TRAPS AND/OR SILTSACK SEDIMENT TRAPS O G i ON LEGGS HILL ROAD. `4A r 1 ON ALL PROPOSED CATCH BASINS WITHIN THE PROJECT piRISTOPHER t LIMITS AND WHERE SHOWN ON THE DRAWINGS. chi CMLK 40 0 40 80 No.41843 O Sheet or =� I 6. THE CONTRACTOR SHALL DEVELOP A SWPPP IN - 9cr �k� 7 16 SCALE IN FEET ACCORDANCE WITH EPA NPDES CONSTRUCTION GENERAL OF�sS t PERMIT. 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I d li I t 11 ; i t 1 1 I /'//(r (r r r 1t iy 1 . 11I X 1 r rvv rrr _ ! ! 1 99.8 } i { .r_ A 1 1 v vv1v v v I p 1 1 1 f /////// //r// -- t 1 \ I _-�__` - `` 1 t w i - ♦ 4 I i t t/ ? s t _- - -�_= _--= `=�`��=�v�.�r_��� _ 90 -__ __ ^ . ; w y t 99.9 s, t - - 1 - - - 1 -�= - - - l �_`__ v - �`v 98 v tt tv\�l,t tt vt + 'id r'~v +v L tv tv tv ( w t, vv °v v vv + �t 770•FAX 617 924 2286 _ _ _ __ �-_� --'" _ _ - �'' s.8 _ - t t I i y 617 924 1 _ - +J- _ _ - .-._. - -- -- -- 0-- -__ `v\ -, v .w vv A j - 98.7 , I i t , -- - \ \ A 1 ! v v `.. '� ♦ A V A ti 1 i01 1 r _�" -1Q _ __----"-�� _ __ -------�� - / \ v v v v /f I 1 t _� - vv X i \ \ A \ \ \ V 1 1 I I 7 d j � y v A vv V�'vvvvw♦w v.,vv v vv vv A } k'11. 1 j v / r-r ---- " ------ - ---- - --_-- - -- ) / / V A v V I / ! I - *_ ��� t 1 t t i 1 I i d i A v A �, v A \ Q? ____-1__ _ - \ \ 1 1 d \ \ ' -I ✓ r r - r 1093 _ _ -- r \ \ ; r- _ ? I - C9 \ \ t t \ 1 i j \ \ \ \ i 1 \✓ c4Q✓rrr J _ - _ ��_�_ _-�-- ___ __ -! - / ° \ \ \ \ / / � / / t -_ - `- \ \ \ X \ 1 111 I a7 i I t i \ \ \ \ \ \ \ , \ \ \ \ i i / ! i 1\ Owner/Applicant: "'•r /,, ✓r✓r. � > ^O ,,,,,,, - \ �// / /// / \ \ \\ \ t / 1 r ,..��� •..� \\ \ \ 98.6 \' \ \ t t 1 t I 1 I I I o 'i \ \ \\� \\ \\ .� \\. \ \ \ 1 I r\ \rr .�+� r -�1 - - - / ,� \ \ \ I i r r- -I- ._ \ \ t \ 1 1 ` 1 trr 1 1 ! p r 1 \ \ \\ \ \. \ w w \ t„ \r r r '8i --,- _ ---- 1 1 / / \ \ 1 1 1 / t 1 \ t \ 1 d \ \ \\ \ -, 1 1 1 / 1 \ ✓ ✓ r/ ✓ ✓ ��� =_- _=_-�=_`-= - - - -\ \ , \ \ t ) - 1 I _-�� ` '\ \ \ \ \ai i 11�I t d 1 I \ \ ( North Shore YMCA r r t3Qr rr i r i"`-_ N _„� II \ i / \ \ ? I / / I 1'r1 r r ♦ 9 \ \ \ t \ 1 l i 1 { \ \ \ \ \ \ \ w \ \ t y t 1 1 1 i \ rr/��✓r,,",r- r-- -��----- _! -I 1 \ \ i I / / \ 1 I /1 /�i I \ 1✓✓ \\ \ 0 \ 1 1 i 1 I I I ' t i \\ t , \ ♦ \ \\ t \ 1 + 1 1 1 ty t� 1+ 1 t \ .i 245 Cabot Street \ 1 t i / 1 1 ( f \ \ \ \ \ ? SIIIII € f d \ ` t \ \ \ wl 1 11 \CzE 5 \ \ ' t I \ \ i V i / b * / 1j i t €1 I v v y it6 1f 1 t 1 1 ! t tp I ! I I t \ V - v v \ w1 \ r- - \ t + \ \ I \ t I t T I / / 111 / A\ w r•' `\ \ \ 1 1 III I ItItt \ \ V ♦ A \ \ 1t 1 1 t \ \ X ''' ' ria 9 ,, \ - v i v v I 1 -- t I I 1 / / 1 / / r ` t_ -- PROPOSED ST�R�AWAvFER v t 1 1 1 1 I I 1 I t v t + 1 v v v Beverly,MA 01'915 .r.�.>- v PROP� E[ '�( UIC'A I r / , , It f v v 1 1 1 t _ i v , , t r s .. \ \ \ 0 \ 1 i t 1 I � 1 1t t1 1 t t 1 � \ i \�-I l i i \ + \ t\ \ \\ t \ �\ ✓ ,r ✓ r r . ;, .: .` ' 1 I \ t I I 11 t / r : /t It t r�t \ INFILTRATION/DEl'ENTIdN ° \\ I t €I i 11 1 € 1\I J \ \ \ C.,t t \ \ t t �-,1 1 t f / i I \ -_.�--'�rr✓ y ,`, \ } 1 I 1 d + \ ! \ , -- \ \ \ t t t \t t I t t \ \. F (978)524-0457 ' 'r' " " ,\ r 1 \\ i \ ! I � i \ i 1 l 1 / / 1 11 �REA - S�J� TORM ECIC \ t 98.6 I } } 1 1 r \ \ \ t \ t \ t ` I \ rr / .•i•-• Z / t ! f \ / f/✓r r r r� af.-' W \ i i \ 1 I i FFE=`100.60 I I t \ A t I• t 1 f t 1 1 �{ ( \ \ � t y '•e X I t!1 j d d d 1. d �' \ 1 It\--,r,,._.,,1 \ t \ \ t t ; \ 'I I 1 I t \ ! \ t� \ \ j \ i i \ t 11 II 1 t i l \ t 1 1 \ t , t t t ' I 1 1 Cif$ 1tfOL -�'_ - t I \ \ 1 i 1 1 1 r t �C-740 HAMB€RS e \ t d t d d f d t 1 7 \ ) \ 1 t \\ ! i \ � I L'WER LEVEL -V_-W-�__� .� f r.- f t 1 1 I \ \ j I tI t j t 1 t \ \\ t 1 1 y 1 f t \ \ \ \ r ? I t j i I \ i I \ \ \ \ \ rn l d d I t / �- \ _ r - \ t t f t \ 1 1 d { t .- 99 a- \ \ I \ 1 r 1 \ i t r I t i d f t 1 I } \ \\ \ \ \ ' i d j; d i I t t - I l j \t t \� I \ 1 1 1 1 + 1 1 l t I i I I ...:,.s;; f \ t 1 t I i 1(SEE ARCHITECTURAL '' i 1 I i \ \ i t I 1 1 ; I 36TT6M F STONE \ , \ d r r I r/ d d - v__ ---- ,, t t € t \ t t 1111 \ , \ \ t 1 I 1 I \ _ `\ d ld1l. ( r 11t ; ' 1It t 1 1 -~-f -- I 1\ . I i I d I 1 { r Q \ I } I •..- ( \ \ I PLANS F©R--LIMITS OF 1 1 I I \ EN EM - } + - I I ' I 1 I \, i LEV = 87.0 \ d d d d I t 1 1 1 r -_ �.� \ I . \ t 1 II I q .�: Z 0 Imo\ � \ ♦ \ 1 \ \ 1 4 1 I I \ d l 1 t 1 r I 1 � r\ \ I �l d�l l t: t f d ! t __-_-- \ t I I i ` I I 1 ! ! -1 t I iF4 W / ' \ \ i \ \ LOWER LEVEL`--� � a ; \ r d ! I t ? y i I �. o / d d _^_ 1`'�. . \ i I t1' I i ! _ \ \ / i 1 1 1 ! 1 1 1 p { 11 I I I i i° \ 1 t \ \ \ \ \ \ \ \ I 1 1 i \ \ r It , ! i t \ t o> I I \ d /I IIr i I 1 / ^�\ \ /t /1 I i I r , i 1 1 98.4 t d d r j t tr \ \ t i t I r 1 !I / l t I / d 1 i < t/ t \ 961 41 i t j dt�! ( /j \ \ // / / ! } fi 1I \ l i I III d \ ° \ t \ \ \ 1 1 1 I I -i 1--!-- - , 9.8 / t 1 t t 1 1 1 i\ \\ I I X97.0 J / ~\ i t r X d d 11 I t J \ / I 1 l t !f t I ; ,, { 18' D9WNSP UT EAD, R PIPS \ _ ,\ \ t 1 IIF •, I \ :\ , r > -� Y, 1r dd t, 1!1 r t r r r � \ ♦ \ t/ , / / /` , j ! t\L \ \ 1 1 \ \ 1 1 1 1 I r d d f It tt/ \ \ \ I J j / / t / I\tI, \\, •••; \ �COORDIN DOWNSPOUT { \ U \ i I I I i ► !.l':±:.. ..,i - t �,-r/ \\ `?\ 1 \ \ \ \ ! 1 I d I} r I r \ \ / t // 1 \\ -\ .... \ \ / i } i i 111 J ,A 1 DMH 1 2'suMP 1' _ '�=:: \ \ \ \ \ / ' o r , t 1 I i d j I' 1 1 /1 r r-\ \ \ \ // //! / 'r // / r f/ / _ LOCAMONS VttTH ARICHITECTU�AL \ ) 1` - 1 d 1 r \ \ / I r / ! /�`\ I \ `\�!. `\ ? 1 I 1 } uu , , --^- -- \ \\ \ ♦ _ , d tdolt t r f f / \ / \ `. \ ! J/ ' // t 1 t 1 d / \ r ` `,-.' } \ R=98. .{s \ 95.7 °\ \\\\\ \\ \ \ / I 1 1 I I I } I j r\ d!I t I! I I t / �, . \ / /t / 1 / d ' •"- ,,•-� '` \ L \ \ I r / �',� 61 ! / f I i !d J I i / . \ /j f f { d I \ AND MEP FANS) 1 Q 1 1 1 '"d: t I \\ \ \\\ \ \ \ Q / A ! 1 I t t \/ d t !jta 1 { 1 \ r / t p ` 1 1- \\ \ \ - / r rr ' d t r .Dd I 1 I \ / \ / .` ` .`.! / / /t } I --� /` ,',�, 1 1 I 1 \ 1 1 I i t \\ \�\ \ \ ` `. R- 4.9 1 t / I cc,' ! t ., - I / J { -., \ v I 1 ��' i 1 i 1 •:�-� t ? I v v v y v v / j / Ji I 11 Ido 1 t d j \ �\ \ \ \ \ / / / / ( i 7 d !, t ) 1 1 / `• `. �Jf I / ✓ r 1 t ; � \ %'"° � \ 1 1 1 ' t ( ! I ! .. . 99.2 \t OJ / \ \ I'\ \ I r / / / / / ( '\ 0 d 1 d I!j t 1 l 1 1/ I ! ``� `., `•\ I I / / f I 1 1 r ::,....� �. �� I } DMH B8 i \\ \\ 4 -- I 1 1 t \ \\ 1 t t / \ \ \' ♦\ t / r / / it` t t / \ \ / / fI / 1 i f �. \ \ / ! i !f 1 - 1.9 -`•`f-•-• 4 R=99.7 ;• - I `^••-_ t / - f t ! t ! 1 `+, i \ \ \ \ \ of / / / i' t t ! I t .. \ \ / -, •. I r` / .� `� y ~ \ l r` g:l;• I 'I \ \ \ \ / CATCH BASIN r t j 11 t d \ / \ d Z - / s2 ,� / `/�' \ \ \ NEN r 1 I IZ r t\ \ 1 \ \ \\'\ \\ \ e �' `` TM.�` �al� t rt f �' dd t I t \ \ \\ \ \f \ • I i ` \ \ ;:a : 's•' - MH 62 -' 1 \ \ \\ -�\\ \\ / SEDIMENT T / r r / I I i f 1 ( \\- \ t 1 `e / r / / r / 1 -20- << t J' . a 1 •`:`- Z I I / 1 ? 1W ,..i ! 1 \ \ \ \ \ , 1J 7d , `� / / r / t r r _.- 1,-::'' `99.9- W / / 1 1 I l I \ 1 \ \ \ N .\ \\,,,•\ I` / t " tt // at9�9 t 11IIIII1d{ d1 t N , \ \\\ \. \ / \ /� ,/ r S t R=97.6 ' 9k�•1 I \ /TYP J /1 11 11 f \ \ \ .~^ ,/f / r r r /f\/ ,t, -- LOQ" 4 . -.' .LT..a.r 'Gf:, �.. . -b v. / / / I -e�••. 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" 78 t1 /1 t t / 1 I/ , A 1 \« \ \ \\ I / / /t r 1/ "/ ' '/1 If \^ \ \.\\ �', \ / / I / ' ,• � r" \ DMR-B-3-•- r \ \ \ \ \ `< '`/t r ', \___�1 ' 98.4 9.6:_• 9 .4 :~tea C6 Q i f rl I tZ 999'x'.•; - \ 7 / / / 1f1lt1rfl \\ \ \ \ \ / 1 9 � ••'•99,7• t \ \ \ / r -. \ *. \ - 9.5 t \ R=95.0'"`-• 1 t I t .. \ \\ \ \\ \ \ ,3 ' / E4� EN / '?N / EN ,.I- NW 1 \ \ „ \ _ d / / r / f f 1 \. - _ - \` \ -, .- f I r / - 1R=97.4 '\ � \ .N / I ,- •` •i. \\ I 12" 24' - 953t I -r ✓�i r 1 1 J 111 P \ � \ \\\\ ,\\�\�\\r \\\y I y \ J \ ! 1 r i t DMH 99. :�.:. 1 / I t \ .\ r✓ r r 1 f 1 t 1{ s\ \ ti\ \ t ` \ S ` t ~_~ _ ./ . ✓ r' TN�92 D11/1,11,11/1 i \ \,,.- _- \ , \ \ t S � -''k• \ / d l I ,r % ,� \ ! ."'"�+,« t•:�� P _..-- f ,,r t 99.9"`�. X9.5 \ \ I \ I '`` 'y'� '."-.e ro `� _.'- rr Orr -• /rr 1 \ `•,- \ ^~� '�\ `,,`\\� \\\°\t i I I \ t \ I ! '__ 1.8"D- \ , n 0 1 / t- -•-•i .� \ t \ , I \ d \ �- _ 0 :f r - r r 11471r f/ ~\ \�\� \ � \ `\ �t I i I t \t\ \ d 11 .- `~•. -._`. \-_. •,-•_. r w-�-�8"D /r- 1 y.• \ ! I 989 �j \ � r ✓ r t r f / \ \ 1I \ rr h`w \ \ \\ � - �. 1 / 98.6 -+ ¢/` //- / ' fJ -C6 --\ \ \\ \\ 98.81 I (a } \ ` , // ` `y."` -^ 7 '' ti 1 ///t/J% �/ r// � \..i'v / j' ' ' I f I 1 ,...1 \ 1 \ -� I _ 'ro DMH 69 tt \ X \ t �/ / 'I$"�DOWTISI�OUT 1 ✓� _ \\' , t \ \\ \ t 0 r `` r ti ` _�g17'= -��� r '� /' ✓ rtrrJ i t t .J �� �,, r` /'"'_ r/` rl t 'I/"//,---� -\�) ! t �FF I j I R=98.7 / / _____ -\\ . \ 99.1 4;4 1 84 g�� / '�:. /// HEADER PIPE f _`� \ _ \ \ \ \ c`v i \ \ ��O �4. ~ �Y- // / /t/ f J ✓��? / / / '/ r / /tJ J // I \ d b-- - ! - \ - _ 1;1;`1 ` r rJtJ t f ✓'\/ //\ t I / r'r / r t / / 1 1 u l \ f / \ 98 : / I 1 f t 1 i ° I / / / f_._ _-_-_ - \ t-- i \ r- 1' 4_ t // • / /j I 1 / \, -r t / f / / / / J 11 \ /_ T5"D 1 - / ./ / / / f\ d } t I - 99:4~ 98. ! i / 1QQ �! \ \ / / t/ 1 ! 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'..,\\,ti\.`',\\\ ,..\\ `"/ //l t~I "^�/rrr '`rr r''rrr/ rr✓ "'--" 1 t\\ � --µ'QM_ \\ \ 1=`•"" c. rr✓r� r-r' ✓-r r`- r _ --` \ti --,.-, - __- ___ -irr I r ,,rr \ -`,�• `'- i ./ /r i'.1 ✓l r- ' t1 \ ✓ / y �Ct ��`PV,c /'� - r f....•-•- `\\ .. ---- ----'- ...._.___.,- / ✓ i -•-.� r+'✓i.- •'' t t ".- rrr^^^ bath. - 'r-- rr y✓r, r .- -``, -`, � .-.-`••'^- l ---- f r- - . r� r ~-� ✓ \ ri r' /O ( tl 'h' -r~T - 1// - r - 4 r r•' r r r y\ \ ---. - - __- / e / / r ^r i �j i .." r �r+ s r ✓ ✓ \ •'•... -7 -- ,•"'d r- ✓ _vr \•,.---"`-.--- `•. r I -'' •''�r - -'� r,.''+ -r r-✓r r .r \ -. ,•�.,^"'- ^• �- .-^`/Q^"' '+,.,...r // / s { J ...•...,•.' 11 1- - rri.r' // \ - M _ - - -- rr r _ „� 1 _ /"', 1k8"r ! 1 - r/r- � /// \\\ \\ / `` �_ -----I-------~ ___~ r/ T60 •1' J- ��� j J --- f^ ti \ �/ / r/r/ - - /r \l r'~ - - - ^ �-1 � r I� / r' j --- _1^' \ f/ / ,,I f- 1 \ `� � 1 f �" - 3 REMOVE SUBDIVISION ROAD 3/13/07 H r '/ ? // x ' /A \ '' - , �- \ 2 PER CITY OF SALEM COMMENTS 7/7/06 1t Rfi /r�rr ff/ 1 ,/// r " ' �1-1 � i /J/rt//'^ t\''✓ // ___ ; 1.11.11. •.-� ` SMH 12 _... -� \ 1 PER CON-COM COMMENTS 6/8/06 I f/�/I www r r 51D) ,/ rr - �^ R=60.5 "`� No. Revision Date Appvd. 4AALE WITH \\ ✓r �F -_.- -be rrr �' l ` ----•" - Designed by jWM Drawn by JwM Checked by CDN ,IST FENCE \� �\ .- -_ \\\ \ , 1 ----- a \ i �� - - ---- CAD checked by Approved by /7�,O-*� -- - ' i�©� Ls52�rr I \ \ �. - r •\ �. Scale 110=•01 Dole April 18, 2006 r '\CUT ANDS/ (Jr�P- `a�$\ r 60 O 4j✓ ____\� ,,...,-.- Project Title \r/ , / / � _ PLUG z%��a�' j i!-��,cptac - 1,5�a '. 0,� - `I��.��' SAWCUT AND MEET P YMCA at Leggs Hill 1 / �\ EXISTING (TYP) Leggs Hill Road �- ..,.r-- SMH 11 A \ r --r- R=56.3 -, �,'S \V, �11) � �,� \; \ Salem, Massachusetts INSTALL SILTSACK -:) �0 r� NOTES: Issued for r''r s�'i SEDIMENT TRAP L - ` 1. EXISTING ROAD GRADES AT THE PROPOSED SITE Definitive Subdivision of Land /,�rQ S� APPROVED EQUAL �`t1�` ✓r I ENTRANCE HAVE NOT BEEN VERIFIED FOR EXACT SMH 10 , 041 ,f:? ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY GRADES in Salem 8� Marblehead !/�Ian \ R=58.5 " F PRIOR TO CONSTRUCTION. IF THE GRADES DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR •"� �� SHALL NOTIFY THE ENGINEER FOR CORRECTION PRIOR �I TO CONSTRUCTING THE PROPOSED ROAD. Not Approved for Construction DCB D2 R=59.6 2. UNLESS OTHERWISE NOTED ON THE PLANS, ALL rowing Title SLOPES GREATER THAN 3:1 SHALL BE REINFORCED WQD D1 USING TURF REINFORCMENT MATS AS PER THE DETAIL ON SHEET C-9, OR USING POWERBOOST MULCH Grading Drainage and 7 BLANKET MANUFACTURED BY GROUNDSCAPES EXPRESS, > > - \ I INC. OR APPROVED EQUAL. SMH 2 3. ELEVATIONS SHOWN ARE BASED ON NVGD 1929. Erosion Control Plan - R=59.5 I SUBTRACT 4.36 TO CONVERT TO CITY OF SALEM W DATUM. SUBTRACT 4.25 TO CONVERT TO CITY OF Northeast MARBLEHEAD DATUM. z 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR \ = CONTROLLING DIRT, DUST AND MUD WITHIN THE U OUOJECT TSIDE THEITS SUCH THAT PROJ CT AREA INS NOT A MANNERCKED WH CH Drawing Number ,--I - IMPACTS ANY RESOURCE AREA OR THE IMMEDIATE Q ENVIRONS. �ZH OF R?`'joC- 502 5. THE CONTRACTOR SHALL INSTALL CATCH BASIN y�►�' shy SEDIMENT TRAPS AND/OR SILTSACK SEDIMENT TRAPS �� CHRISTOPHER u' t ON ALL PROPOSED CATCH BASINS WITHIN THE PROJECT NOWAK a I LIMITS AND WHERE SHOWN ON THE DRAWINGS. I q.Q Q 40 80 CIVIL "Ili. Sheet of ,e ,9 No.41643 '� o, , $ 16 6. THE CONTRACTOR SHALL DEVELOP A SWPPP IN s► F L <<"/' O G/ P SCALE IN FEET ACCORDANCE WITH EPA NPDES CONSTRUCTION GENERAL .��SStOSTC� ,$ PERMIT. NAL . r Project Number \\ , -- A-AL4 09044.00 09044PLOT.DWG iii-- - L:\09044.00\cad\Id\Planset\Revised Def-iI Subdivision 3-13-07\09044plot.dwg INSTALL THREADED END CAP WITH 1-1/2" DIAMETER HOLE AT 42"x4" HDPE DMH C1 INVERT. THE PIPE SHALL FABRICATED If/ R=80.4 PROJECT INTO THE MANHOLE REDUCER I=75.9 DM HC2 SUCH THAT THE CAP CAN BE 1=75.10 I=74.8 WQI Ct REMOVED AS NECESSARY. SMH 7 I=68.4 OUT DMH C3 R=85.8 DMH C2 R=94.3 =73.60 SMSMH 8 R=81.8 I=81.3 DMHC4) DMH C4 I H 8 73.50 OUT FES Cl R=81.0 I=77.3 DMHC3 I=81.2 OUT I R=97.7 I=77.2 OUT 11=68.0 OUT I=76.5 SMH 9 SMH 9 I=86.0 OCSC1) R� I=75.00 (POOL) 4"x42" N-12 FABRICATED I=85.9 OUT) R=80.0 IC1 STC 4501 I=74.50 (OUT) INCREASER R=93.5 I=75.0 OUT I=83.00 (BLDG) Vanasse Han en Brustlin Inc. � I (4") =79.15 I=82.80 OUT g F I 42')=76.00 2R-, LIMIT OF PIPE BEDDING Transportation HYD p 4 8 W Land Development 4\1 tiF 1 12"D--► Environmental Services -fax - - - - - - - - •-18"D UGE&T.,, - - -8"S �-6"S vi < 101 Walnut Street,P.O. Box 9151 ©2"S 4" VENT TO BUILDING FROM POOL\ - o a INV=83.30 ENI Watertown,Massachusetts 02471 1 HDPE TO 4" FORCE MA 617 924 1770 •FAX 617 924 2286 A,�^� I SCH 40 PVC - BACKWASH SYSTEM o 4 ADAPTER (VERIFY SIZE WITH 'ry4��' 1 DESIGN/BUILD CONTRACTOR) ° w FABRICATED Owner/Applicant: 42" 45• BEND POOL BACKWASH �o North Shore YMCA w SURGE TANK �'"� 1 - INSTALL 40' (2-20' LENGTHS) 245 Cabot Street . •h. n 4. PROPOSED YMCA <-•' :' °�' °; =,':: OF 42" DIAMETER N-12 HDPE Beverly,MA 01915 PIPE WI fH 45 BEND BETWEEN (978)524-0457 SECTIONIS. FFE=100.00 PROPOSED POOL s.:; LEANOUT PER . w LENGTH OFINSTALL. 1 CPIPE (2 TOTAL), LOWER LEVEL ELEV.=88.0 y~ 001 = • '.`�.4' COORDINATE CLEANOUT WI (SEE ARCHITECTURAL zI PLANS FOR LIMITS OF <- Z LOCATIO)NS WITH YMCA STAFF. w VENT TANK THROUGH J LOWER LEVEL) BUILDING. = zo �, 18" DOWNSPOUT HEADER PIPE (COORDINATE DOWNSPOUT U v LOCATIONS WITH ARCHITECTURAL %' DMH61 (2'SUMP) W 1 SMH 6 ' R=88.9 -- - -s'Q`i'`�'::: AND MEP PLANS) Q a R=98.3 I=72.70 SMH 7) - I=90 1 MH ) - ' • I=88.5 DMH62 I=72so "UT) " ::. > ' t; DRY HYDRANT DMH 68 I=so.5 1.2"O/F) 1 w (SEE ARCHITECTURAL PLANS) R=99.7 I=88.1 OUT) �- EN EN I=92.5 (BLDG) w I� DC B8 --. F:: ::•=:: =.. _.= <. - z I=92.5 (BLDG) DMH 62 l- B i r , R=96.3 - --- ,so=,s,:_t3.,:- lt�z�'�.-�,��46'�iw I=92.0 OUT R=97.6 4 I=92.9' OUT 1=95.0 18"D-► rte- i _ 7 �,,� I=88.4 DMH64 •' DMH 67 •: . :.. T.`- ' a. :y- CO 8 O ti► t� CJ7Zr UNDERGROUND �-' DMH�6- EN J' EN EN EN``' 1 I=92.6 CB 67 .� ',. R=97.4 -� _ m ` ELECTRIC/ i=92.4 DC x-91:5 CB e6) ..--18'D ' TELEPHONE/ 11 I=92.1 OUT 18"D-► I=90.4 DF1R89 1 l '` a 1 FIRE ALARM 15"p--► I=90.3 ouT DMH B9 HYD -' p _ - 8� POUT d ' R=98.7 18a 1 HEADER PIPE 1 ! ! I=91.2 DMHB7 I=91.1 OU MH 5 24'D 73.7 70 SM r a... •.a.'= a'. i. �, r•a� I � �=66.70 OUT 6 ^ry 18"D ...•.,,._..-�•. - •,::''. CB B7 `off i R=96.3 CB B6 N\ \ I=93.1 OUT CB B O I p 1 I j �i I=92.2 OUT � a, 12"D SMH 4 (Drop) �Q „ 1 R=69.9 �z I=53:0 OUT 5 0 moi° ' � DCB D3 o HW D1 R=71.8 HN 1 , I=66.0 IN I=67.1 OUT TO 8" 1 DMH 84 J t \ 1 REDUCER 1 R=97.6 \\ I=91.1 DN I=89.9 DN CB B3 i=89 5 01, 1 , R=95.7 I=91.7 OUT R B B8 .6% 1 I=91.8 aIr , CB B4 R=96.1 1 / ` I=92.1 OUT 12"RCP DMH 85 R=96.0 I=91.6 CB 83 n % �' I=91.6 0 B4 4 I 61.0 �4 ` ` ` DCB D 4 I=91.5 I OUT5 MATE pwN Go - .. 3/13/07 7' /�, + I=67.1 (OUT) 5 ' r I.. : I 3 REMOVE SUBDIVISION ROAD /,VE ` ]FEDMH D3 �^ 2 PER CITY OF SALEM COMMENTS 7/7/06 p1 I=63.0 OUT R-70.1 �-��t SMH 12 1 I=65.5 DCBD3 �� 1 PER CON-COM COMMENTS 6/8/06 �4 I=65.5 DCBD4 SEWER SE VICE g R-60.5 I-63.5 OUT �� (TYP) i+ pp ..,. No. Revision Date A vd. HW D2 � ��g " ::�_ .'-�� , I=53.79 OU7 �l � Desi need by JWM Drawn by JwM Checked by CDN H I=65.7 OUT ` i r �, �" --'' 9 vas CURB STOP COPPER WATER �- ' DMH D2 $ ' -' --"` CAD chiecked b Approved b 4 t R=66.4 (T ) �' , SERVICE (TYP) �^ y Date y C4€J ET I=60.9 4'UD) g ly S �/ G 1 52 r'" ctH Scale 1 n�0a April 18,2006 M _- - ,4 (AIS FOUND) I=60.8 OUT ��' r, i' GG - G ,4 ) gyp= � �`hG' � ''�� O °.�.�'' .-•�""' Project Title R, t� CUT ANU'vl SAWCUT (TYP) `4 �I`BC OCS D11 SEE ` 1 �'J DMH D1 \ PLUG "mow. rv' ,.� �' - Mpg s (�� H D _ / A�� axr R=59.8 ,,� � \ �e n _= -- �� YMCA at Leggs Hill IOP=66.0 DETAIL f fiATE LO 7 z CON _ l I=55.4 DCBDt S�� : j'�� °'1 n e' ' INSULATE SEWER WHERE LESS t (� j// +~ =55.4 DMHD2 THAN 4 FEET OF COVER IS I=64.5 6"1 . > 1 I GBD2) Rj I=65.5 (0/F) ABANDONED I=54.0 oU PROVIDED (TYP) � / - �� PIPE ...,•j `'`' -•-''. /• eau / ? ,6 `�-' SMH 1� �,� , Leggs Hill Road i -_• ' `� Salem Massachusetts �• . R=56.3 �Q`' ..--• I=52.30 SMH i2) `�' ��� � I=52.25 OUT CON EST TO dL NOTES: Issued for E IN m O IA RISERS ��yo� m 1. EXISTING ROAD GRADES AT THE PROPOSED SITE Definitive Subdivision of Land ENTRANCE HAVE NOT BEEN VERIFIED FOR EXACT L ? (SEE 6) SMH 10 �,°jELEVATIONS. CONTRACTOR SHALL FIELD VERIFY GRADES in Salem & Marblehead 5�Cgto�C R=518.56 sMH 1.t + �� PRIOR TO CONSTRUCTION. IF THE GRADES DIFFER FROM 12-�'; I=51.51 OUT + - THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL N011FY THE RCP J"v� DCB D2 ,� TO CONSTRUCTING THE(NEER FOR PROPOSED ROAD. PRIOR Not.Approved for Construction \` ?a Drawing Title R=59.6 I=55.6 (OUT 2. UNLESS OTHERWISE NOTED ON THE PLANS, ALL DCB D1 �, \\� - SLOPES GREATER THAN 3:1 SHALL BE REINFORCED DC8 ` WQD 01 USING TURF REINFORCMENT MATS AS PER THE DETAIL " t=55.6 oU R=59.3 tii ON SHEET C-9, OR USING POWERBOOST MULCH Utilities Plan - Southwest I=53.0 DMHD1) BLANKET MANUFACTURED BY GROUNDSCAPES EXPRESS, I=54.0 (OUT) I INC. OR APPROVED EQUAL. PROPOS ,(5 P� i> TAPPING SL VE ,,1 , SMH 2 3. ELEVATIONS SHOWN ARE BASED ON NVGD 1929. AND VALVE ,_n Oc R=59.5 SUBTRACT 4.36 TO CONVERT TO CITY OF SALEM I=51.20 SMH 4 WI DATUM. SUBTRACT 4.25 TO CONVERT TO CITY OF CONNECT TO ` I=51.15 SHM 9 z MARBLEHEAD DATUM. EXISTING GAS ` I=51.10 OU LINE EX SMH 1 _1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EX SM8 v = CONTROLLING DIRT, DUST AND MUD WITHIN THE I=50.65 SMH 2 \ ` PROJECT LIMITS SUCH THAT IT IS NOT TRACKED Drawing Number I=50.6 EXOU OUTSIDE THE PROJECT AREA IN A MANNER WHICH ~ IMPACTS ANY RESOURCE AREA OR THE IMMEDIATE Q ENVIRONS. ¢- f SEE OFFSITE IMPROVEMENT C-6e PLANS FOR REMAINDER OF {NOF 5. THE CONTRACTOR SHALL INSTALL CATCH BASIN �S rJ WORK TO BE PERFORMED SEDIMENT TRAPS AND/OR SILTSACK SEDIMENT TRAPS ® / ON LEGGS HILL ROAD. I ON ALL PROPOSED CATCH BASINS WITHIN THE PROJECT CHRISTOpHEa , LIMITS AND WHERE SHOWN ON THE DRAWINGS. v N Sheet of 40 0 40 80 _ 6. THE CONTRACTOR SHALL DEVELOP A SWPPP IN .00 .9N O 41043�O 9 16 SCALE IN FEET PERMIT. ACCORDANCE WITH EPA NPDES CONSTRUCTION GENERAL p'"Fsslo�yA��e��°��J , project Number 09044.00 '• ^a`' � 09044PLOT.DWG L•\09044.00\cad\Id\Planset\Revised Definitive Subdivision 3-13-07\09044plot.dwg D END CAP 43�� } DETER HOLE AT 42"x4" HDPE SHALL FABRICATED E MANHOLE REDUCER y�< ;,AP CAN BE 1=75.10 ~ ti ESSARY. ( L DMH C3 \ \ DMH C2 R=94.3 R=81.8 I=81.3 DMHC4) DMH C4 I=77.3 DMHC3 I=81.2 OUT I R=97.7 9) I=77.2 (OUT) SMH 9 1=85.9 (OUTC1) 4"x42" N-12 FABRICATED INCREASER R=93.5 ��• I=83.00 kBLDG Vanasse Hangen Brustlin, Inc. I =79.15 I=82.80 oU F I �4-) 42")=76.00 LIMIT OF PIPE BEDDING Hm Transportation Land 6 W 8 W 18"D WV `r ;-° `� Environmental Services OCS C1 sEr« R=98.4 DETAIL \ z �8 I=a7.6 I D 12"D 101 Walnut Street,P.O.Box 9151 \-+-42"S 4" VENT TO BUILDING VENT I o� EN ,? I=87.0 our 1 p (TYP) Watertown, Massachusetts 02471 \ - F INV=83.30 f ■ - 4" FORCE MAIN FROM POOL v� 617 924 170•FAX 617 924 2286 BACKWASH SYSTEM 00Ff-4 ISOLATOR ROW - (VERIFY SIZE WITH �i= DESIGN/BUILD CONTRACTOR) 0-Lod / / Owner/Applicant: POOL BACKWASH X0 w SURGE TANK U- ':.I North Shore YMCA ,_;;- •• __ . ' INSTALL 40' (2-20' LENGTHS) ion 245 Cabot Street �'•.':a':`: OF 42" DIAMETER N-12 HDPE PROPOSED STORMWATER •- - PIPE WITH 45 BEND BETWEEN PROPOSED YMCA INFILTRATION/DETENTION Beverly,MA 01915 AREA - 550 STORMTECH `� (978)524-0457 SECTIONS. FFE=100.00 SC-740 CHAMBERS f OSED POOL INSTALL 1 CLEANOUT PER r-?• -'`»;.• LENGTH OF PIPE (2 TOTAL), LOWER LEVEL ELEV.=88.0 " 1 COORDINATE CLEANOUT wI (SEE ARCHITECTURAL _ BOTTOM OF STONE LOCATIONS WITH YMCA STAFF. Z PLANS FOR LIMITS OF EN EN ELEV = 87.0 W VENT TANK THROUGH I' LOWER LEVEL) �� I BUILDING. = z . _.... 18" DOWNSPOUT HEADER PIPE O (COORDINATE DOWNSPOUT .. LOCATIONS WITH ARCHITECTURAL DMHBI (2'SUMP) O R=98.3 w �..;•,. AND MEP PLANS) Q � - �•-' DCB B1 i IL I=90.5 12'O/F :•;•: \ �- I=88.1 DMHB2; R=9 4.9 DRY HYDRANT W91.5 ouT (SEE ARCHITECTURAL PLANS) I=90.5 t2"o/F) -. , ti RM g,B8 Li 1=8 8.1 OUT) :, .�. :; \ INSPECTION EN EN I=92.5 BLDG z p•'.:;,: \ PORT a�� P w I=92.5 BIOG DMH B2 ``' -- / 4 _ _: ..;ES'_=:•: I=92.0 OU R=97.6 12"x12" \ 1 / s�. 1=95.0 C 18"D--► -.r- I=89.2 �DMHB3) MANIFOLD • 7 I=88.4 DMH64 TYP t .`• °:- l` ;. _�• CO 0� I=88.3 OUT Z :a. :•'- \ 8 - . -' DMH B3 ••' •`♦ EN EN EN EN s ENw .s'-:,:;j R=95.0 3 B7 .;' •"_ DMH 66 - :'.:: -- ` 2:4"D I=90.8 DCBBt) ` :B>8� R=97.4 '? 12" `` ff I=90.8 I=91 5 JB B6) - ^~ :.'. _ / ` ``. /N I=90.5 OU 18"D--► I=90.4 MRB9) - e:_:.. 18"D I=90.3 UT _ DMH 69 HYD ~ _ - - _ -M"'-DOWNSPOUT CO 1=95.0 -It `• �O R=98.7 HB7 78 p :. HEADER PIPE \ ` 12"D �� 15"D I 91.2 DM � ''• ,.-..- I=91.1 OU WV �•. 24"D R=94.9 \ �1 M 8'D 1=90.9 .OUT CB66 \ LAV R=96.2 N� \1I=92.2 OUT � rn �� 12"D WV I / •�= REDUCER R=97.6 DMH B4 ` R=9 I=91.11.1 DMH85 \ I=89.9 DMH86 CB B3 I=91.0 DMH88 R=95.7 \.I=89.5 OUT t I=91.7 OUT CB B5 1 R=95.8 _ /10 ` I=91.8 OUT CB s6 4 1 I=92.1 (OUT) \.'D'PV, DMH B5 R=96.0 L '� I=91.6 CB 63) DCB D4 I=91.6 CB B4) r I=91.6 ICB85 , :'4 2�� _ ? E� R=71.8 I=91.5 OUT) •,� �"�/ �� '� 3 REMOVE SUBDIVISION ROAD 3/13/07 I=67.1 OUT $ DMH D3 ! -- \ 2 PER CIT( OF SALEM COMMENTS 7/7/06 R=70.1I-IV0l I=65.5 �DCBD3) <•- �� _ \ I=65.5 DCBD4 SMH 12 1 PER CONI-COM COMMENTS 6/8/06 SEWER SE VICE S -: '-• ' ��� �•--�'•�"-•J'- I=63.5 OUT (TR) i� \ R=60.5 No. Revision Date Appvd. 1 I=53.79 OUT Designed by Drawn by Checked by •-,,,. ,:. ��-'" I/WM JWM CDN CURB STOP COPPER WATER (TYP) S �' \ SERVICE (TYP) '� CAD checked by/ Approved by �- yip scale 111=401 Date April 18,2006 CUT AND �.`' cy� y r/ y 85 !. SAWCUT (TYP) 4✓4> . Cg PLUG �il�rap8 8 GA5 �' c\C�� ,'�� Project Title S00 YMCA at Leggs Hill INSULATE SEWER WHERE LESS CS / THAN 4 FEET OF COVER IS f PROVIDED (TYP) Legg s Hill Road �t : • ,� � �� � Jtb,�A•cECt�. • -�' -� SMH 11 � , \ R=56.3 �4 I=52.30 SMH 12) 4'��� (�I ;T TO '' I=52.25(OUT r Salem, Massachusetts MNG �. �( � NOTES: Issued for OLE 1.1. EXISTING ROAD GRADES AT THE PROPOSED SITE RIRDefinitive Subdivision of Land N 6 SH 1 �' I I- ELEVATIONS. CONTRACTOR NS ALL IFIELD OVERI YC GRADES k- 4) RM 8.50 '�'� PRIOR TO CONSTRUCTION. IF THE GRADES DIFFER FROM in Salem & Marblehead �Qi �� I=51.56 (SMH 11) THOSE SHOWN ON THE PLANS, THE CONTRACTOR o DCB D2 I-51.51 OUT c� �� nSHALL ENGINEER CTION PRIOR TOCONSTRUCTING THE PROPOSED ROAD. Not Approved for Construction R=55.6 OUT 2HDrawing Title . UNLESS OTHERWISE NOTED ON E PLANS, ALL SLOPES GREATER THAN 3:1 SHALL BE REINFORCED USING TURF REINFORCMENT MATS AS PER THE DETAIL WQD Dl ON SHEET C-9, OR USING POWERBOOST MULCH Utilities Plan - Northeast 1= 30 BLANKET MANUFACTURED BY GROUNDSCAPES EXPRESS, J= ou INC. OR APPROVED EQUAL. 3. ELEVATIONS SHOWN ARE BASED ON NVGD 1929. SUBTRACT 4.36 TO CONVERT TO CITY OF SALEM SMH 2 DATUM. SUBTRACT 4.25 TO CONVERT TO CITY OF R=51..5SMH 4) �f MARBLEHEAD DATUM. I=51 I=51.1155 (SHM 9 I=51.10 OUT 4. THE z CONTROLLING SHALLRACTOR RESPONSIBLE OR DIRT, H T, DUST AND MUD WITHIN E U OUTSIDE THE PROJECT AREA IT NI A MANNERPROJECT LIMITS SUCH THAT NOTCKED WH CH Drawing Number (- IMPACTS ANY RESOURCE AREA OR THE IMMEDIATE Q ENVIRONS. 5. THE CONTRACTOR SHALL INSTALL CATCH BASINoOF1V/,��_cy I SEDIMENT TRAPS AND/OR SILTSACK SEDIMENT RAPS C C-602 ON ALL PROPOSED CATCH BASINS WITHIN THE PROJECT �� CHRISTOPHER 40 0 40 80 LIMITS AND WHERE SHOWN ON THE DRAWINGS. 43 ACU Sheet of No.41043 0 � I 6. HE CONTRACTOR SHALL DEVELOP A SWPPP IN "O� 9F 10 16 SCALE IN FEET PERMIT.ACCORDANCE WITH EPA NPDES CONSTRUCTION GENERAL FSS�ONAL E�\ Project Number fz / 09044.00 09044PLOT.DW--------------------------------G r --_ --- - 1.l III L'\09044.00\cad\Id\Planset\Revised Definitive Subdivision 3-13-07\09044det.dwg j i SURFACE TREATMENT VARIES 10" 2" RADIUS (TYP.) TREATMENT VARIES 2" 6" 2" Vanasse Hangen Brustlin, Inc. VAR ES--- CONICBITUM. PAVEMENT CURB VARIES NOUS 4" CEMENT CONCRETE ) VERTICAL GRANITE CURB 12" VERTICAL GRANITE CURB (6" THICK IN VEHICULAR AREAS (TOP COURSE) Transportation TREATMENT VARIES 12" TACK COAT BITUMINOUS FINISH 6" REVEAL GRADE Land Development PROPOSED BIT. / /. '.:; . CONC. PAVEMENT 1.5% (MAX,) c#•:°-r�. 1.0% (MIN.) CONC. PAVEMENT (MIN.) � �Qa>>`'a..�.,.:.$:•.::;: � (BINDER COURSE) FINISH Environmental Services BIT. CONCRETE PAVEMENT p°' TACK COAT SLOPE VARIES-- TOP COURSE (1Y2" MIN.) -- x // �/ /"i,�.o.:; :�::=,•.•2r•' PAVEMENT x /. 2,500 PSI CEMENT ` v ° . EXISTING ? ao Q.: SLOPE VARIES CONCRETE IF CURB \ .p;::. ¢:._c.. .. ,....., ,. .-.. .. ... . . .. . , Q�..',s, ° >' :: °o`..,Q: 101 Walnut Street,P.O.Box 9151 IS PLACED AFTER SURFACE °o° :.�•..d::.,:,_..-: .° . °o: o ... �: '.: o: Watertown, lMa sa h 60' / .�: s c usetts 02471 BINDER COURSE ° W.W. ME INE SH y 4 '•r 0 617 241 b FAX 4 / 9 77 617 92 2286 .. HE, \ / 6x6w1.4xw1.4 :a. o. VARIES - -:0;; bo. \ CURB FINISH .: .,.• . . -. • .-0.cA LAT SHEETS �.....y-. .. . :....:.... ..... .u - ._: ..o.:..:;•. ..M1: �:•:'-.:;';;fes,::.� _:. 'e::':. 0;�.�;. -`,L.:•.. ,.;,Q... .:a, ,o -• SAWCUT EXISTING / ✓ a �..a- .;o: "�?.,. -.:o.-. :;e>Z •.o..a:_ •::��?.;A.::,:.., °�':",'s>: �� G .a / � COMPACTED .oYiT:{C} :•..,x0 b''. o.e..4,.Yl--w..s OJ ....:...,,.;. :Q:::•' .:�.:..<•vp•.p':o.. _ .0.: \ .A g. e os Owner/A_Applicant: a BIL PAVEMENT AND Pz. ro.. 't t s pc. ..1J r. X. i i, 1 � SUBGRADE Up 1.51 00 T q7' ••�'•Q e � � ACK COAT EDGE .• • . / / •_Q. :. .:q.. .o,...,..,Q��'''.e. a..a:$......,.,.:;-::.:• ���.• >Q'�:.ri; '•o:: 0% MIN.) North Shore YMCA Q ....., o °�° . \ :` .:�.- �/ °'•�� �.> ''�` '`�:'' REVEAL 8" COMPACTED GRAVEL ..: . ,. .. •• ,:...a..:... :..>:.:�.�...O..o�•^-••• :.:•'b-., � MAX STONE SIZE) n ;.r ::•,. ::: -. o; ° "6 ION 245 Cabot Street 2 500 PSI CEMENT // / %�/ /` o C �\ \/ \ o o coo\ JOINT NS CONCRETE n/. \ /may \��T i... 000 SEALANT $ o o Beverly,MAL 01915 \ <^ 17�" E Section 7 524-0457 � .., ,=qr ' FINISH o �� , , ,� / / A::a.:'-.. ;o°;.::,..QIP::.`>:':'�%q. .;o.:� • / \ / _ :4�`o•::o :. :: .. .. ....:...�°..:- PAVEMENT o 0 \ \ \ co / e{s._g $` `:.''•o:: r / © . :.b•.: :'-h o•, a - BITUMINOUS CONCRETE PAVEMENT t� .. COiMPACTED GRAVEL COMPACTED ° (1Y2- MAX STONE SIZE) GRAVEL ° / 1" SURFACE COURSE " COMPACTED GRAVEL Notes: \/\ 1Yz" BINDER COURSE •; ; - r/ COMPACTED c �� , i i� , i i c�/� i�/c (1h' MAX. STONE SIZE) COMPACTED ` SUBGRADE SUBGRADE 8" COMPACTED GRAVEL 1. PROVIDE EXPANSION JOINTS 6" 6" 6" (1Y" MAX STONE SIZE) AT MIN. 30 FT. O.C. WITH SIOCEWALK (MIN.) COMPACTED 6" 6" 12"f COMPACTED SUBGRADE PRE- FORMED JOINT FILLER, h" PREFORMED GRAVEL BASE (MIN.) Note: •.d 2. PROVIDE TOOLED CONTROL EXPANSION JOINT ALL CURBING TO BE MACHINE EXTRUDED JOINTS AT 6' O.C. BLDG. FACE, COMPACTED SUBGRADE FINED OBJECT, 3. PROVIDE BROOM FINISH IN OR CONC. SIDEWALK SECTION DIRECTION PERPENDICULAR TO CURB. Expansion Joint Detail 4. CEMENT CONCRETE SHALL BE 4000 PSI-TYPE II I Vertical Granite Curb (VGC) 6/03 Vertical Granite Curb (VGC) Set In Existing Pavement 6/03 Bituminous Curb (BC) 6/03 Bituminous Concrete Sidewalk 10/04 Concrete Sidewalk 6/03 j N.T.S. Source: VHB LD-402 N.T.S. Source: VHB LD-403 N.T.S. Source: VHB LD-406 N.T.S. Source: VHB LD-422 N.T.S. Source: VHB LD-420 4'-0" O.C. 1Y2" BITUMINOUS TOP COURSE 6" 6'-3" O.C. 2-5/8" GALVANIZED 3" MIN. ROADWAY VARIES CROSSWALK DRIVEWAY ..... 2Y2" BITUMINOUS BINDER COURSE CARRIAGE BOLTS W 6x8.5 POST-----:- W 6x15.5 POST` (4'-0" MIN.) ° ° ° o ° ° ° W 6x8.5 0 0 0 ° °� °°o 0 0°o PER POST PER RAIL 1,-0" —MATCH EXISTING 8" OFFSET BRACKET--__ SURFACE GRADES ° °oo ° ° 000°° II I� �� W 6x8.5 o°°° OFFSET BRACKET C, o° °� o ° ° 0 0 12" COMPACTED GRAVEL F-3-70 BOLT „ R —GUTTER LINE °o o O 0 0 0 0 ° ° 0 0 8 0 0� SAWCUT °off 1.0% MIN. SLOPE o 0 0 0 ° o ° oo BUTT JOINT (TYP.) 0y} 2.0% MAX. SLOP (SEE PLANS FOR D \\"o o Plan View 8Yz" DRIVEWAY SLOPE) 2Y4" COMPACTED SUBGRADE 2-5/8" GALVANIZED 2'-0" CARRIAGE BOLTS PER POST PER RAIL Plan View EXISTING CROSSWALK Heavy Duty Flexible Pavement 1'-4" 3'-8" PAVEMENT (SURFACE TREATMENT VARIES - VARIES SEE PLANS 0'-9" 4'-3" ) 2952 x 1X" SLOTTED HOLES Section A A USE SPLICE BOLTS RAIL 1Y2" BITUMINOUS TOP COURSE 6"X8" WOOD = POSTS ® +I 13�" BITUMINOUS BINDER COURSE = 4'-0" O.C. to I ' o ,H a PBA K LATE P I ADA RAMP °poo° °000° n 4'"xt0" WOOD RAIL o °f = c°o o °O ° ° o° c o 12" COMPACTED GRAVEL iv 0 0 ° O a O ° o o i- 2% M I SIDEWALK �80° ° ° ° 0o io 2% N t Q I W 6 x 15.5 3 A I A ( I I 6'-0" LG.-- CURB G. CURB I .....................-_--_..__. CURB I I GROUND LINE � DRIVEWAY COMPACTED SUBGRADE SAWCUTS AS REQUIRED ,II: 77/77 Standard Duty Flexible Pavement FINISHED SURFACE L J FINISHED sURFAC Eleveation View ADA RAMP Note: Plan View SEE PLANS FOR EXACT Note: SIDEWALK CONFIGURATION PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE Section View BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. 1 REMOVE SUBDIVISION ROAD 3/13/07 Driveway Entrance/Crosswalk Section Detail 6/03 Bituminous Concrete Pavement Sections 9/04 Wood Guardrail 6/03 Steel Beam Guardrail with Steel Post 6103 No. Revision Date ppvd. N.T.S. Source: VHB LD-423 N.T.S. Source: VHB LD-430 N.T.S. Source: VHB LD-450 N.T.S. Source: VHS LD-456 Designed by Drawn by Checked by CAD checked by Approved by Scale As Noted Date April 18,2006 PROVIDE FENCE WHERE WALL HEIGHT EXCEEDS 4 FEET Project Title ARIES YMCA at Leggs Hill CAP MOLDED WOODEN CAP 1' x 4" CEDAR BOARD J`- CAP STEEL PIPE POST IMPERVIOUS N. 12°THICI<L d Y�, r •�'-- °� • - •`- - ' •� �°-- �� � Leggs Hill.Road APPROXIMATE _ :' 4.' - 3" GALVANIZED STEEL POSTS 3" O.D. GALVANIZED STEEL PIPE TYPICAL SIGN EXCAVATION ' "• *=. _•'d,:"• WITH PRESSED DOME CAP (TYP.) WITH PRESSED DOME CAP LIMIT _ ;.�4 : : Salem, Massachusetts <::; < "_ : '• -F" e = Issued for MODULAR CONCRETE GEOSYNTHETIC SCORE LINE (TYP.) �0 2" x 4" CEDAR BACKING - -- CAP ROCK REINFORCEMENT �' a 1A RAIL FASTENED WITH GALVANIZED SLOPE VARIES FACING UNITS:' ,: : :� . +4 ? ' :. •'- ADJUSTABLE CLAMP 2ND" DIA. STEEL POST Definitive Subdivision of Land (PAINT COLOR SELECTED I d �� °e•_ �" x 4" CEDAR BACKING RAIL FASTENED WITH GALVANIZED 1' x 6" CEDAR BOARDS BY ARCHITECT) ''''" GRAVEL .. . : . "d f "' Q :,d =: '..; < ADJUSTABLE CLAMP SHIPLAP JOINTS in Salem & Marblehead PLACED STONE /� �X n .. .� d : 6" I CEMENT NCRETE (TYPE 11) (2 SF MINIMUM .......... r` _ 1" x 6" SHIP-LAPPED Not Approved for Construction w SURFACE AREA) \r . d =p '-d n :-• FINISH GRADE l r 4.3-..T VARIES a —� '" s" CEDAR BOARDS ,..."•: kk a d 3/4" CHAMFER "'3 Drawing Title ♦ N - 8" CONCRETE PAD !I x UNDERDRAIN _ o. cU LOAM AND _ - (SLOPE TO DRAIN) Ia: -:, " •.°� .v�'•;'-'_;.•k #4 ® ts. ..:...� �. 'a LU SEED Site Details 1 FILTER FABRIC a <� . BOTH WAYS t2 COMPACTED 6 ` 6" STEEL BOLLARD / :.. := •. a ''-.d - GRAVEL LANDSCAPED AREA 2'-0- (MIN') LEVELING PAD .a COMPACTED COMPACTED SUBGRADE Guard Rail ; • - �' a- °•' -<- -•;.• APPROACH APRON SUBGRADE COMPACTED : -"" , __ !d' BITUMINOUS OR 2" CRUSHED STONE BEDDING SUBGRADE .='• CEMENT CONCRETE t5" CONCRETE FOOTING (TYP.) / \ N Notes: PLAN VIEW 1. DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. N 16" OR 12" DIA. \ \ \ \ \ STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM TO BE CONCRETE SUPPORT R '� PROVIDED BY WALL MANUFACTURER BASED ON Drawing Number .:.. 3'-0" GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. Notes: U. 2. DISTANCE X AND Y TO BE DETERMINED BY WALL DESIGNER BASED ON SOIL AND LOADING CONDITIONS. 1• SIZE OF DUMPSTER PAD TO BE AS INDICATED ON PLANS. _ OF 3. INSTALL H-PILE OR WOOD POST AS PER MANUFACTURER'S 2. CONSTRUCTION JOINTS SHALL BE SPACED NO MORE THAN Co�� 8 Note: RECOMMENDATIONS. 40 FEET ON CENTER AND SHALL BE EQUALLY SPACED OPMER G� THIS DIMENSION SHALL BE A MINIMUM OF 5' ANDA SLOPE TO BE FOUNDED ON UNDISTURBED OVER THE LENGHT AND WIDTH OF THE PAD. WMAK MAXIMUM OF 8' FOR ACCESSIBLE SIGNAGE IN THE MATERIAL AND CONSISTENT WITH GEOTECHNICAL 4. AUGERING OR DRIVING OF POST MAY PIERCE UPPER LAYER W QVB m COMMONWEALTH OF MASSACHUSETTS. ENGINEERS RECOMMENDATIONS. OF GEOSYNTHE11C REINFORCEMENT AS PER WALL ,09 9N0.41843.O�Q Sheetof °f 16 DESIGNER'S RECOMMENDATIONS. O.t• QJ3?EP �a``t' TE Y Sign Post - Type 'A' 11/05 Placed Stone Slope 6/03 Modular Retaining Wall 12/05 Dumpster Pad w/ Enclosure 6/03 eaAL � Project Number N.T.S. Source: VHB LD-701 N.T.S. Source: VHB LD-760 N.T.S. Source: VHB LD-750 N.T.S. Source: VHB LD-713 / 09044.00 09044det.dwg L:\09044.00\cod\ld\Planset\Revised Definitive Subdivision 3-13-07\09044det.dwg OFO U1f ' I �s sloe EpGg�E RI � sloes 2' (MAX.) F 0 _ CURBLINE l 0 0 GEAR o w E5510 ACCESS AISLE to iv 12" (TYP.) z-� j�� 4" WHITE LINES SEE DETAIL I 4' p w TRUNCATED DOMES I I ����30, \ TRUNCATED I I s�pEsy tiJ 24" ON CENTER Oj N ~w q N `e`er ' �� DOMES Yanasse Hangers Brustlin Inc. t0 -T4 * Q * O Rd dbds b ° LANDSCAPE 4" °°�* b AREA (TYP.) \ ���' Transportation =7 M N e bio q b b \ �- 4Cd I I ° ° dq °> yb.° �°Ao° i . J WHITE PAINT ° d a°ed ° II " A WHITE PAINT MAX. SLOPE 1.5% -- - >� se°s" 1 �°�� ° �' Qm. �Q} Land Development 4 12 ?moo• aaz;b ��� Y4' LIP MAX. o-'ate°Q°ad" �Q"�'a�dbbe''�: d< ° ° ° a# ° °bb°se#e y�e Environmental Services �, SEE NOTE 9. Z 17 0" 17 2'-0" 3'-0" ���,Oa C,4 sr- teP�'. AREA OF COLORED SURFACE �:Z'NSI:.Q :. : 0101 Walnut Street,P.O.Box 9151 a BLUE NT 3•_8" sipF���� GJ� SKID - •• AREA 0 OLORED SURFACE W RESISTA /yq J 3 +Q Q-Q��.P`�~� « Watertown Massachusetts 02471 INN Fc V) PAINT LENGTH AS REQUIRED 0 I �a` TYP y Ya" LIP MAX. TYP 2' (SEE STRIPING PLAN) CURBLINE ��•II" \ 0 0 0 235"* 02" SEE NOTE 9. O o 0 235"* 617 924 1770 •FAX 617 924 2286 I 1' �, ( `' \ o O O O (T�•) 12 2' (MAX.) - .i *2.35" O''O II O TYP *2.35' O O O TYP �'0'(.2" (TYP.) t� 71 2'-0" �'7--2.35'TYP* -0.9"-•I 1 O O * I~0.9"-4 I 2' E :r 16 ----TED 2.35 TYP North ShoreOwner/Applic�CA TRUNCATED DOMES TRUNCATED DOMES TRUNCATED DOMES TRUNCATED DOMES O g (TYP) (Plan View) (Profile) (Plan View) (Profile) 5' (MIN.) 8' MIN. WHITE PAINTED *DIMENSIONS ARE CENTERt TO CENTER DIMENSIONS ARE CENTER TO CENTER 245 Cabot Street 8' ADJACENT 2� o STOP LINE Beverly,MA 01915 TO VAN-ACCESSIBLE AY I Notes: Notes: SPACES Detail 3" WIDTH WHITE Co 16" (TYP1 . .) (978)524-0457 :t 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). ACCESSIBLE PARKING I 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL. BE 1.5 (1% MIN.). Notes: 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%a 2• THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 4" WHITE PAINT 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. 4" WHITE PAINT (TYP. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5% gLANE 1• TWELVE INCH( (12") LINES SHALL BE APPLIED IN ONE 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 4'� APPLICATION(, NO COMBINATION OF LINES (TWO - 6 ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). INCH LINES) WILL BE ACCEPTED. 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. Notes: 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 1. ALL DIMENSIONS TO EDGES OF 4" PAVEMENT STRIPING. CURBLINE 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. B. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' ' 2. ALL STRIPING SHALL BE 4" WIDE SOLID WHITE PAVEMENT 3. ALL LONGITUIDINAL CROSSWALK LINES TO BE THE SAME B. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5" PASSING AREA SHALL BE PROVIDED S INTERVALS NOT TO EXCEED 200 FEET. MARKINGS UNLESS OTHERWISE NOTED. Notes: LENGTH ANDI PROPERLY ALIGNED. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 3. 8' STALL WIDTH REFERS TO 8" CLEAR BETWEEN INSIDE 1. PAVEMENT MARKINGS TO BE INSTALLED 4. CROSS WALKC SIDESLOPE SHALL NOT EXCEED 1.5%. 9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS EDGES OF PAVEMENT MARKINGS. FOR ON SITE WORK IN LOCATIONS SHOWN. FLUSH) WHERE IT ABUTS ROADWAY. INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. Accessible Parking Space 65/03 Painted Pavement Markings - On Site 6/03 Crosswalk 6/03 Accessible Curb Ramp (ACR) Type 'A' 11/06 Accessible Curb Ramp (ACR) - Type 'B' 11/06 N.T.S. Source: VHB LD-552 N.T.S. Source: VHS LD-554 N.T.S. Source: VHS LD-553 N.T.S. Source: VHB LD-500 N.T.S. Source: VHS LD-501 i E5518�E KES (2A PER BALE) P�PUIC�NP :: ................................... . Of 001� F�9l�J 1Y" x 1Y" x 4' WOOD STAKE r�i�" IOPEQO syp r�i,/, r�� f� GE E R �Q OR APPROVED EQUAL I ?� 5 RE F� J I tiJ �. Ep 18� �,. �Q' e �• 't.' ' 5 >. DOMETRUNCS I I s ql'f- I AGGES s�o�"sy �o ^� SGPP� 1% 1':x 3' WOOD STAKE, OR BALED HA ` t �e�? I I 'Qq q� �0 i �9-tJ 1 P PREP J� SILT FENCE i (2 PEFR BALE) J OF 0�1� I I �q o•, �,o of . 'ISI \ � � FILTER FABRIC Ecp51$ TRUNCATED DOMES GE5 /?� \ I Q�P2F:` I ( ?' Q`��`.�t'' I \ ^ ��C'� 'a3 's°� fr �• �i i I ':7� �'�"- ''y- '.t /', ?/ !/ ?', / PG ISE ?�' �O• -\~ 5 .p azs4 A za a ;: .:t' / b b 5�0 EQ p' \ y p.eeb �O �� � °°{ °:b.. �� �P 9A•� �.� a�yb �.y. `�� t °e• d � ;:: �e d-0zb q � z P`°;� eb0 o'°gyp ° tplb,0 \ d;°.V.,°e° 'Q,¢Vd ,i'^'::. � ft°•A,.:b y�3 kS A� i. *e`Od b'z� ;b°b.. °% °'a\`° ,b� ?�.d z"4„mzd a°°, K° dF }�M4t �. A�•`.. �O. _ TRUNCATED e° `��'� SEE NOTE 9. AREA OF COLORED SURFACE - Plan View E DOMES d. =r-' "� o• °` �P� Y4" LIP MAX. c-9,o �a �P�Q SGg y �< y4" LIP MAX. "r:' SEE NOTE.9. �pq �pt�pREP hi �o PROTECTED °- y BALE TfWINE TO BE 1"x1'x3' WOOD STAKE, ` AREA / PARALLLEL TO CATCH BASIN �\`�o' Y4" LIP MAX. P "' ' GJ �o� AREA CF COLORED SURFACE / GROUNID SURFACE GRATE `�P. . AREA OF COLORED SURFACE P�, * SEE NOTE 9. �� TIP �,� I p O IIII'1 -- / STAKED BALES FILTER z.3s" I' �000,000 * FLOW WORK FABRIC I \ 1 2.35* �0 °'1 *2.35 O O O 0.2" I" •2.35" U 0.2" / AREA I 2.35" OOp 0.2" vJ i TYP O O l TYP 0.9"- -I y� \ o o �. �# � o o SET 4" INTO FLOW FLOW TYP i * I--0.9"-yl 02.35"TYP* �-0'9- lil ^1-{`-2.35-TYP �r 2.35"TYP* TOP OF �' GROUND I II TRUNCATED DOMES TRUNCATED DOMES TRUNCATED DOMES TRUNCATED DOMES GROUND I / ' TRUNCATED DOMES TRUNCATED DOMES 4" EMBEDMENT (Plan View) (Profile) (Plan View) (Profile) 8" (MIN. ) (Plan View) (Profile) (MIN. *DIMENSIONS ARE CENTER TO CENTER *DIMENSIONS ARE CENTER TO CENTER *DIMENSIONS ARE CENTER TO CENTER r Notes: Notes: Notes: _ 4' EMBEDMENT (MIN.) 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). STAIPLE 4, 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1� MIN.). 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 4" Section View 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5% 1' (MIN.) 8" (MIN.) 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5� 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5� � B 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5% 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS L'HALL BE 7.5% `B +�► 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN Notes: ; 4. A MINIMUM OF 3 FEET CLEAR SHALL TI MAINTAINED R ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 4 ACCESSIBLE (I.E., Hll'DRANTSL UTILITY POLES,TREE WELLS,SIGNS, IN A ACCESSIBLE ROUTE (LE., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). )• STAPLE 1. ENCLOSE STRUCTURE WITH HAYBALES IMMEDIATELY AFTER CATCH 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 5. CURB TREATMENT VARIES, ;SEE PLANS FOR CURB TYPE. Wood Stake; BASIN CONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 6. RAMP, CURB AND ADJACENIT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. Joint Detail. IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED, 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 7. TYPICAL SIDEWALK SECTION( FOR RAMP SECTION CONSTRUCTION. 2. IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE TO 8, WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' 8• WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' 8. WHERE ACCESSIBLE ROUTES/ ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' BE PLACED AROUND THREE SIDES OF GRATE ONLY. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. Note: PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 3. GRATE TO BE PLACED OVER FILTER FABRIC. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS 9• ELIMINATE CURBING.AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS 9. ELIMINATE CURBING (OTHER; THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT INDICATED ON THE DRAWINGS TO BE SET FLUSH. INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. ABUTS ROADWAY. PLACE ONE HAY BALE PERZPENDICULAR 4. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. ALONG HAY BALE BARRIER! (100' O.C.). STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. 1 REMOVE SUBDI'IVISION ROAD 3/13/07 Accessible Curb Ramp (ACR) Type 'D' 11/06 Accessible Curb Ramp (ACR) Type 'G' 11/06 Accessible Curb Ramp (ACR) Type 'K' 11/06 Silt Fence /Hay Bale Barrier (Embedded) 6/03 Catch Basin Sediment Trap 6/03 No. Revision Date ppvd. N.T.S. Source: VHB LD-503 N.T.S. Source: VHS LD-506 N.T.S. Source: VHB LD 510 N.T.S. Source: VHS LD-656 N.T.S. Source: VHB LD-673 Designed by Drawn by Checked by CAD checked by Approved by Scale As Noted Date April 18,2006 / n STAPLE 12 Project Title ON CENTER FRADOUBLE CATCH BASIN /nl SITE 50' FINISH GRADE--, MORTAR SHELF YMCA .at Le s Hill MIN. 10' �� MIN Notes: nl STAPLE 12" '' ^l SEE NOTE 4. CATCH BASIN GRATE `' `�'=" i �'»-^-`'�•• a :° ^ 1. ALL SECTIONS SHALL BE DESIGNED a �' ON CENTE I , :,� 1" REBAR FOR I •?>z:'t� ' . °.a°.a.a&ioo p\G FOR HS-20 LOADING. BAG REMOVAL 1 "' o='. ° .`° �'••°n \5� Alternate Eccentric Cone Section SILTSACK " -0 SILTSACK �• e.Q Ex��E�+ 2 - L Hill Road o .:..4,:.3:o o Ri e'. P 24" x 36' ap z PROVIDE "V" KNOCKOUTS FOR PIPES SAB OP N1NG eggs \ I 4 OVERLAP \ ""`"' A ° `' ° WITH 2" MAX. CLEARANCE TO OUTSIDE SEE NOTE 3. f - , _ .:s �:•".'[: 'oe6:Qa`0ye;r'..:';: •°d en..oe':�.eo'b.°;,d�'.sQ' `�.�de \ (MIN.) \ • '!. .°.. ::'=5:x.��ti; a;. en:-•.p: z •.. 24 SQUARE-J. ... / 6„ t, E, '`;•-•'> OF PIPE. MORTAR ALL PIPE OUTLET � OPENING TYP 48" DIA. (MIN. Salem, Massachusetts 48" DIA. (MIN.) CONNECTIONS. rz v __- \ / Plan View 3. JOINT SEALANT BETWEEN PRECAST w0 w @6�1 DIA. Issued for - I VARIES SECTIONS SHALL BE PREFORMED L INVERT Alternate Top Slab BUTYL RUBBER. Q __-�------ Definitive Subdivision of Land GRADE 4. CATCH BASIN FRAME AND GRATE ° Q� SITE 50' -\ 8" 24" 8" SHALL BE SET IN FULL MORTAR BED. SEE NOTE 2. in Salem & Marblehead Plan View / / I EXISTING \ ADJUST TO GRADE WITH CLAY BRICK / 6" OVERLAP 4-(MIN. PAVEMENT AND MORTAR (2 BRICK COURSES o z / (MIN.) ° 3 S,• TYPICALLY, 5 BRICK COURSES W <. HOOD SEE NOTE 4. � � CATCH BASIN GRATE \ MAXIMUM). �w PP Not A roved for Construction / / \ \\ FILTER MOUNTABLE BERM Zw Drawing Title / FABRIC( oo ¢ :a' OQ 12" SILTSACK \ 1 Y'2" CRUSHED STONE z w `ZM m TYP STAPLE 12" wv� k-''tn . .. :. . : •.. FLOW FLOW ON CENTER w '' a= . 6" LOAM & SEED - - - - zw wa 48" DIA. MIN 12" o dlo ' o: -.o:�D; ~a< r , Cross-section o w o.e a _ ... Q a. g. Site Details 2 t� r� SEE NOTE 3. b'o1 .,Q::.D.. ::: �,._.Q;� 4 : .. HOOD OUTLET eO X/ R, O: 11/2 1/�2 1 1 1 1 1 1 1 ;o'ph' a, d e -b: �..b, Notes: °:' ` TYPICAL STAPLES � � � � � � � � o ®�"i - --- COMPACTED GRAVEL COMPACTED SUBGRADE EXPANSION RESTRAINT a z a I DIA. NO. 11 GAUGE WIRE 1. ENTRANCE (WIDTH SHALL BE A TWENTY-FIVE (25) FOOT LUO w VARIES MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS ire N A. INVERT Section View WHERE INGRESS OR EGRESS OCCURS. (n a Notes: 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PRE\VENT TRACKING OR FLOWING OF SEDIMENT ONTO SEE NOTE 2. Notes: d Notes: 1. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY PUBLIC RIGIHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP z ANCHORING BLANKET IN A 6" DEEP TRENCH BACKFILL AND DRESSING NTH ADDITIONAL STONE AS CONDITIONS DEMAND z COMPACTED 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. Drawing Number 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON COMPACT TRENCH AFTER STAPLING. AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO `F p: GRAVEL THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS 2. ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED -w 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE WATER FLOW. OR TRACKEID ONTO PUBLIC RIGHTS-OF-WAY MUST BE OTO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. OF AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN zw COMPACTED REMOVED. 3. THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 REMOVED [IMMEDIATELY. BERM SHALL BE PERMITTED. �a 12" SUBGRADE 2. GRATE TO BE PLACED OVER SILTSACK. INCH OVERLAP WHERE 2 OR MORE STRIP WIDTHS ARE REQUIRED. PERIODIC INISPECTION AND MAINTENANCE SHALL BE m ( 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE BUM Off' tiG 4. WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE, PLACE PROVIDED AS NEEDED. '_ .: RUBBER. CHRISTOPHER d' C-9 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL UPPER BLANKET END OVER LOWER END WITH 6 INCH (MIN.) • o NOWAK STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE OVERLAP AND STAPLE BOTH TOGETHER. 3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR Qa;.A e$°.a:.:>°. ":fig';'40 :`_:.`a' ;a;a ��-:''O^ 4. DOUBLE CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL CNN. y' PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM 5. METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S TO FINAL FlINISH MATERIALS BEING INSTALLED. p:,,;q"zi'p oo .a'b;;� :::. ?oQo ;?.o 't R MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR ,p ,9 NO.N843 Q Q Sheet of AREAS HAVE BEEN PERMANENTLY STABILIZED RECOMMENDATIONS. �� a (2 BRICKS TYPICALLY, 5 BRICK COURSES MAXIMUM) 90 FC; RF �sTti � 13 16 .,, �i��i.���/� , /% S`S/ONAI.EN Siltsack Sediment Trap 6/03 Erosion Control Blanket Slope Installation 6/03 Stabilized Construction Exit 6/03 Catch Basin (CB) With Hood 6/03 Double Grate Catch Basin (DCB) with Hood 6/03 Project Number N.T.S. Source: VHB LD-674 N.T.S. Source: VHB LD-680 N.T.S. Source: VHS LD-682 N.T.S. Source: VHB LD-101 N.T.S. Source: VHB LD-103 09044.00 •5`t3*off 09044det.dwg -- - - - - L:\09044.00\cad\Id\Plonset\Revised Definitive Subdivision 3-13-07\09044det.dwg rioTEs: (BY LID W/ VENT t.THIS DRAWNG is A UEDM SIZE ORIGINAL (BY HYDRA) 2.DIMENSIONS ARE GENERAL AND INTENDED FOR Notes: GUIDANCE ONLY. 24" DIA. pip PLATE CENTER SHAFT AND CONE EQUIPMENT PERFORMANCE 3.THE ORIENTATION OF INLET PIPE AND I. ALL SECTIONS SHALL BE DESIGNED (BY HYDRO) (BY HYDRO) RE�OLUIREME+� SEE SITE PLANK MR LWM TO srtE ACCESS FOR HS-20 LOADING. 12" OVERFLOW PIPE STUB ORIENTATION. FES STONE The storrnwater treatment unit shall adhere to the hydraulic parameters given 4•INLET PIPE MUST BE TANGENT To PRECAST NO. X Y Z DIA. (Do) z EDGER ANGLE (IYP.) (BY HYDRO) Y P 9 MANHOLE I.D.AS SHOWN. X iv oD ;:::... (BY HYDRO) in the chart below and provide the removal efficiencies and storage 5.OVERFLOW PIPE STUB O.D.MATCHES SOR35 ` 2.COPOLYMER MANHOLE STEPS SHALL BE PIPE COUPLING O.D. Al 20' 7" 1' 6" INSTALLED AT 12" O.C. FOR THE FULL UPPORT FRAME (BY OTHERS capacities as fO110W3: G.304 LI D�ANSION TER. BOLTS TO BE BY HYDRO ) SUPPLIED BY PRECA5IER C1 12" 14' 1' 6'" 48" DIA. (MIN.) i DEPTH OF THE STRUCTURE. ) 12" OVERFLOW PIPE Performance obiectives: To remove at least 80% of all particles with specific T-METRIC DIMENSIONS BASED ON 25.4mm NCH. - L BENCHING SKIRT MC BY OTHERS 1'gravity of 2.65 at the frequent storm flow listed below, based on a F DC 10/25/0 NEW HYD./PERF. BY HYDRO ( ) 9 YParticle E Pw 10/01/0 NEW LOGC/TB 3.PROVIDE "V" KNOCKOUTS FOR PIPES ( ) size gradation similar to typical D.O.T. road sand having greater than 20% of D MPY13/27/01 MOLDED COMPONENTS 12" Alternate Top Slab WITH 2" MAX. CLEARANCE TO, OUTSIDE all particles finer than 300 microns. Additionallly, the treatment chamber must OF PIPE. MORTAR ALL PIPE _ be capable of removing greater than 50% of call particles in the range of c MPW 1/25/0 ANN BAFFLE PL R'MO 8 CONNECTIONS. 300-425 microns at the peak treatment flow rate listed below. B 11/15 CENTER SHAFT W/ PIPE FINISH 2.Frequent storm flow. cfs A Rv8/5/90 FIRST ISSUE Vanasse Hangen Brustlin Inc. 3•Peak treatment flow: 3.0 cfs Rev ay Date Description i GRADE--)l, RADE 8" 24" DIA. 8" 4.JOINT SEALANT BETWEEN PRECAST m ®r+d 4•Sediment Storage capacity: .70 Cu. yd. Date scale w ---- APPROX. LIMITS Y ACCESS SECTIONS SHALL BE PREFORMED 5.Oil storage capacity: 70 Gat. 10 25 02 NTS ag I o OF ENERGY BUM RUBBER. 48" I.D. PRECAST MANHOLE 6.Sediment shall be stored in a zone that is isolated from the main flow path Drawn by Checked Eng. aro I M DISSIPATIO Transportation SEE NOTE 5. ;>:.: and protected from reintrainment by a benching skirt. ---- OWL _ Q Land Development (LID NOT SHOWN) MPW Environmental Services 5.DRAIN MANHOLE FRAME AND COVER 30' (BY PRECASTER) Checked Prod. Approved by SHALL BE SET IN FULL MORTAR BED. 12" INLET PIP ADJUST TO GRADE WITH CLAY BRICK (BY OTHERS) MANHOLE LID, FRAME AND COVER Title SAFETY BAR(S) �o a `` AND MORTAR (2 BRICK COURSES 30" (SEE PLAN VIEW DWG GA2 FOR ORIENTATION) 4 FT. DIA. DRILL AND MORTAR HORIZONTALLY 1= zm TYPICALLY, 5 BRICK COURSES PLAN VIEW (BY PRECASTER) 101 Walnut Street,P.O.Box 9151 K Lg DOWNSTREAM DEFENDER NO. 6 REBAR ZCW �,N ,, MAXIMUM) SUPPORT FRAME 12" OVERFLOW PIPE STUB 18" - 1 BAR I Watertown,Massachusetts 02471 w � STEPS, SEE •� (BY HYDRO) w Z W o -4, NOTE 2. PIP PLATE (� HYDRO) 24" - 1 BAR I Plan 617 9244770•FAX 617 924 2286 v w SEE NOTE 4. (BY HYDRO) PIPE COUPLING � APRON EDGE TO fn (BY OTHERS) wtD Note: SAFETY BARS TO BE ( BE SET LEVEL 2" OVERFLOW PIPE `N 03 OMITTED WHERE WITH FLARED END N SHELF TO BE CONCRETE FORMED HYDRAULIC PARAMETERS CENTER SHAFT & CONE 1BY OTHERS) o GENERAL ARRANGEMENT INDICATED ON PLANS. INVERT ELEVATION Owner/Applicant: wo LU 48" DIA. MIN. AT A SLOPE OF 1" PER FOOT. (BY HYDRO) I ( J North Shore YMCA N1=Of DEPTH OF FLOW IN 12" INLET PIPE ocN a OVERFLOW PIPE AT .75 cfs 3.5 INCHES (BY OTHERS) 4' 4' 245 Cabot Street _ Hydro PRECAST FLARED END SECTION BBVerly, MA 01915 DIA. OUTLET DEPTH OF FLOW IN g INCHES e Z VARIES OVERFLOW PIPE AT 3.0 cfs Ro `� International ____ SLOPE 1:1 MAXIMUM (978)524-0457 -- ESTIMATED HEADLOSS* 3 INCHES t �N DIA. AT .75 cfs 48" I.D. ill I STONE FOR PIPE ENDS Z ;e'' S PRECAST MANHOLE Y I ( TOPSOIL ow J:. C ti•;{,.?? VARIES ESTIMATED HEADLOSS* (BY PRECASTER) OU7 ::.;,*moi: ---- C------ - -- - �a 12« :.,:-,.,.::.....:•.:,?: AT 3.0 cfs 23 INCHES 4• • v to ( ') SEE NOTE 3. 00 ra a 1' BENCHING SKIRT 94 Hutchins Drive a•..:.. .opo ae� °::,o- .t a: :r�.,:., ^,:: � ;g:ooro . (BY HYDRO) ` Portland,Maine 04102 .a ,.:.;i.;r : e•" 12" HEADLOSS IS DEFINED AS THE DIFFERENCE BETWEEN STATIC WATER `.. .o:a°$: �j L?..Q' e (TYp•) LEVEL AT THE INLET OF THE DOWNSTREAM DEFENDER TO THE FREE tel:(207)756 6200 ENERGY DISSIPATION BOWL o.p a.• o e� a p' _.gym..,b<.er .'' n a= ';: ;QQ fax:(207)756-6212 WATER SURFACE IN THE OVERFLOW PIPE,ASSUMING FREE DISCHARGE 24" I.D. email:hiltech@hil-tech.com �` FABRIC CEMENT CONCRETE INVERT COMPACTED SUBGRADE 6" SECTION A-A CRUSHED STONE Section A-A BEDDING COMPACTED GRAVEL My warranty made by Hydro hdernational only applies to thoes Rems suppled by R ►y&o Intonational does not accept and expresey dledatme any raeporreibilty or Noblllty for any structure,plarmt or equipment(or the perfomanes thereof] CAD Ref: 4 Q 1 f (2" STONE SIZE) ©2003 de*nsd,buil,manufactured or suppited by any third-party. Hydro International has a policy of contimATus product dewslopment and rearm the richt to amend the epmWicatiore of arty of Be irmoducts or equipment ct arty 5me. Hydro 9 IMematbnal sWenly disddma arty Ifab(lty for the performance of Its equipment(or any part thereof)used or made subjed:to conditions outside of the Rxadhions at forth in Fydro Intemotbnaffs design spedfkadons. Hydro International Project COMPACTED SUBGRADE Hydra International owm the copyright In and to this drowitg,which is eupoW in conftnce,and all hdendea recipiade of the drawing,by their uee thereof,ogres to hold 1M drawing in confidence and rat to use l for oM purpose other than for whkh l was No. suppled ant not reproduce,in whole or n part,the drawing or any of the equipment or structures depicted therein,without prior written permission of Hydro International. Drawin No, q 4GA1 Rev. F' Drain Manhole (DMH) 6/03 4' Diameter Downstream Defender (WQD) Flared End Section (FES) with Stone Protection 6/03 N.T.S. Source: VHB LD-115 N.T.S. Source: Hydro International REV N.T.S. Source: VHB LD-134 H d r o Conduit DR, BYt E,J. JACKSON CK, BYt E.CARRASCO MOM 46M Precast Concretermceptor DATEi DEC. 8 1998 PROJECT- (450 US G&Ilan Canecity) CA Et LOCATION: DWG,# - - GALVANIZED 1/4 INCH WIRE WQI TABLE MESH SCREEN PIPE CAP W/STAINLESS STEEL HOSE COVER& GRATE CLAMP TO SECURE SCREEN Structure ID Structutre Size GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, SC-740 END CAP <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR WQI C1 STC •4501 DENSITY. SEE THE TABLE OF ACCEPTABLE FiLL MATERIALS GRADE ADJUSTERS TO DOWNSPOUT IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, SUIT FINISHED GRADF SC-740 CHAMBER OR WWW.STORMTECH.COM. 24" • 81, ~ LeBARON SEWER •6" CLEANOUT RING FASTENER 3/4 - 2 INCH WASHED, ISOLATOR ROW • VARIES TO & COVER LA0910 CRUSHED, ANGULAR STONE HANDLE FOR MATCH OR EQUAL REMOVABLE 4"0 PVC PIPE PAVEMENT INLET TEE MIN. 15" HIG • GRADE THREADED PLUG 6" FINISH GRADE SCREEN DETAIL ADS 601 GEOTEXTILE OR EQUAL STORMCEPTORe -'�"- AT PAVEMENT INSERT - o" r,: r FOR UNPAVED ItJSIALLA110N WHERE '.r.: _ _ . ..:.....:... 1 MAX. - - -_,�•::' �; RUTTING FROM VEHIC Y OCCUR,-, N FR LFi MA I LET • a ' - _ EE 'a• S NOTE -I I-I I) - OUTLET I .i 2 NISH GRADE - 8" P - 1 ':oo - N R T 0 PV �>`�•= �I CREASE COVE 0 2 INCHES C PIPE MAX - i 6 - _ MIN I I-I I' CLEANOUT/VENT PIPE ..... ..�.... .. �.. ..... . ` ..r a• '';-•�; ., . ...,. .,- -_- --� 12" Ilt 4'0 OUTLET / / / III III o O OoOo O O 0 O 0 O O O O O 6" o oo ELEV = 90.5 III-I I a` �• 18• e- RISER PIPE j y I=III n s� a 0 CONCRETE COLLAR 12" REDUCER FITTING /./� / \/ \ o n n o0 n n O O 6"1" CHECK " AS REQUIRED ^ i ?iii\ ` T\< F O 30" VALVE 60" IN 0 0 o O O m m O p o 12'0 IN 4'0 OUTLET MIN. PVC WYE CONNECTION II II I II I Q� DOWN PIPE RISER PIPE 45' BENDI �p (REMOVABLE) NWIN EEDIF ED �IIII�III 12" ELEV = 87.0 I-III-I I-I I-I I _III=III=I I-�=III=III III=III=III L:\09044.00\cad\1d\Plonset\Revised Definitive Subdivision 3-13-07\09044det.dwg 30" DIA. 3J DlA. •��-� CirE'S5" ACCESS Notes. 1 71 •--PIPE A8' D#A. MANHOLE ; /� STAINLESSSTEEL .° 1. STRUCTURES SHALL BE DESIGNED FOR -1 �- - �- I # I HS-20 LOADING. STRAPPING AND l I. 48" DIA. MANHOLE # Alternate T�Siab FASTENER 2. COPOLYMER MANHOLE STEPS SHALL BE FINISH GRADE Alternate Top Slab INSTALLED AT 12' O.C. FOR THE FULL FINISH GRADE- (STEEL REINFORCED FOR HS-20 LOADING) DEPTH OF THE STRUCTURE. $" AGCES-3�8� 8" ACCESS FINISH 3. EXTERiQR SURFACES SHALL BE GIVEN Notes: GRADE TWO COATS OF BITUMINOUS WATER- _ SEE NOTE 5. L -- - SEE NOTE 5. . $" 30" DIA, 8" PROOFING MATERIAL 1. STRUCURE SHALL BE DESIGNED FOR HS-20 Yanasse .Han en Brustlan, Inc. ACCESS Bracket Detail � � .-_- LOADING. 4. JOINT SEALANT BETWEEN PRECAST cx SEE SECTIONS SHALL BE PREFORMED BUTYL o z� Ui= z< 'Tr OrtatAOn NOTE 5. ------ i RUBBER. zw �-� SEE NOTE 3. c, cr 2. COPOLYMER MANHOLE STEPS SHALL BE ansP ( -' SEE NOTE 3. INSTALLED AT 12" O.C. FOR THE FULL Land Development v� STEPS z N STEPS -- ---_-- 5. STANDARD SEWER MANHOLE FRAME Uz `to 45' WYE SEE NOTE 2. Uw Q 45' WYE t. SEE NOTE 2. DEPTH OF THE STRUCTURE AND COVER SHALL BE SET IN FULL wo �~ wp w� Environmental Services v zQ MORTAR BED. ADJUST TO GRADE WITH v u, _ _ v w _ 4" INLET PIPE FROM POOL 3. EXTERIOR SURFACES SHALL BE GiVEN TWO 4' SEWER BRICK AND MORTAR (2 BRICK COATS OF BITUMINOUS WATERPROOFING a. 48" DIA. MANHOLE MIN INSTALL DROP WHEN Notes: BACKWASH SYSTEM. t>w -jam STEPS, SEE COURSES TYPICALLY, 5 BRICK COURSES INLET (- INLET TO OUTLET 6" INLET 48" DIA. MANHOLE MiN .� SEE NOTE 6. MATERIAL. 101 Walnut Street,P.O.BOX 91$1 oU �o *'. NOTE 2. :' . MAXIMUM) v ELEVATIONS EXCEED 2 FEET t^ REMOVABLE 4. JOINT SEALANT BETWEEN PRECAST SECTIONS 'Watertown,Massachusetts 02471 wo 7 I REMOVABLE I. STRUCURE SHALL BE DESIGNED FOR HS-20 v ARCH INVERT TO BE CONSTRUCTED LOADING. z CAP -- ARCH INVERT TO BE CONSTRUCTED SHALL BE BUTYL RUBBER. _____________ /-SEE NOTE 3. 0 45' ELL/BEND t WITH SEWER BRICKS LAID AS O 45' ELL/BEND WITH SEWER BRICKS LAiD AS 1617 924 1770•FAX 617 924 2286 vo / -~�� STRETCHERS AND ON EDGE 2. CQPQLYMER MANHOLE S7EP5 SHALL BE '° STRETCHERS AND ON EDGE 5. SEWER MANHOLE FRAME AND COVER SHALL xz or �' INSTALLED AT 12" O.C. FOR THE FULL BE SET IN FULL MORTAR BED. ADJUST TO wow 48" DIA. MANHOLE ¢ BRACKETS SET 2' O.C. SHELF SHALL BE SEWER BRICK LAID DEPTH OF THE STRUCTURE t►: ¢ BRACKETS SET 2' O.C. GRADE WITH SEWER BRiCK AND MORTAR (2Owner/Applicant: v (MINIMUM) SEE NOTE 4. W (SEE DETAIL)-- FLAT AT A SLOPE W (SEE DETAEL) BRICK COURSES TYPICALLY, 5 BRICK (n¢ ;' /�` a OF i"/FOOT 3. EXTERIOR SURFACES SHALL BE GIVEN TWO COURSES MAXIMUM). North Shore YMCA ///���FLEXIBLE WATERTIGHT -SEE NOTE 4. COATS OF BITUMINOUS WATERPROOFING SEE NOTE 4. 245 Cabot Street Z, <. GASKET OR SLEEVE MATERIAL. 6. INSTALL THREADED END CAP WITH 1-1/2" Beverly,MA 01915 -FLEXIBLE WATERTIGHT DIAMETER HOLE AT INVERT. THE PIPE SHALL Y� OUTLET FLEXIBLE WATERTIGHT 4. JOINT SEALANT BETWEEN PRECAST SECTIONS - �- GASKET OR SLEEVE TYP. ca GASKET OR SLEEVE (TYP. z PROJECT INTO THE MANHOLE SUCH THAT 978 524-0457 Zito 90' ELL/BEND - / ) SHALL BE BUTYL RUBBER. Q v 90' ELL/BEND--- ( ) THE CAP CAN BE REMOVED AS NECESSARY. {DIA. v OUTLET �$" OUTLET s'r=•` ti 5. SEWER MANHOLE FRAME AND COVER SHALL 0 zw _: , 12" VARIES ( i ori {. Cp t4 rg ., w 9° . .. BE SET IN FULL MORTAR BED. ADJUST TO o - 4, a PLOWABLE FILL- a .''.:"..:;., GRADE NTH SEWER BRICK AND MORTAR (2 p FLOWABLE FILL f' a 12" 1�2ry' BRICK COURSES TYPICALLY, 5 BRICK m q' "' y COURSES MAXIMUM) ` a. . . ;... ..- ...., .. .PW^' p > K9+. q .'t.•': p' ..9.,...0 - 4 S7- qJ ° `Y• s�" b!•,O;a a;o' Q'Q .�bo A .. -,..Q °.... _ .r. ;: '�Oi'sha?.'a 0:4:` - 9. ° R.:....Qf.•.- -.yt� e'�y.-_s,.ba",q.«.. N •� O<. �..} ..�..•�, LS':o`.. 'G�?�.:. ';c ' , ��a�. CT-: •.?t .a:2s'�-- _ .a G 4:' •a p, ce�e a f3 e,° SHELF TO BE SEWER ARCH INVERT TO BE CONSTRUCTED " ' BRICK LAID FLAT AT A WITH SEWER BRICK LAID AS -BRICK CHiP AND MORTAR -BRICK CHIP AND MORTAR SLOPE OF 1"/FOOT STRETCHERS AND ON EDGE. COMPACTED GRAVEL- OR CEMENT CONCRETE FILL COMPACTED GRAVEL OR CEMENT CONCRETE FILL COMPACTED GRAVEL COMPACTED SUBGRADE COMPACTED SUBGRADE- MORTAR CHIP AND MORTAR OR CEMENT COMPACTED SUBGRADE CONCRETE FILL Sanitary Sewer Manhole (SMH) 6/03 Exterior Drop Sewer Manhole (SMH) Drop Type "A." 6/03 SMH 7 Drop Sewer Manhole _- 12/06 N.T.S. Source: VHB LD-200 N,T.S. Source: VHS LD-20.3 N.T.S. Source: VHB DISTANCE VARIES DISTANCE VARIES AS INDICATED ON PLANS CLEANOUT PER DETAIL- AS AS INDICATED ON PLANS i EXTEND MINIMUM 5' BEYOND EDGE EXTEND MINIMUM 5' BEYOND EDGER COMPACTED SUBGRADE FINISH GRADE OF PROPOSED PAVEMENT AND WALK OF PROPOSED PAVEMENT AND WALK HOUSE FOUNDATION /-END CAP SEWER MAIN HOUSE END CAP SEWER MAIN--\ WALL 6" PVC WALLFOUN6' 6" PVC 12" MIN. COVER PAVED AREA LANDSCAPED AREA N SEE APPLICABLE PAVEMENT SECTIONS COMMON FILL/ 45' BEND- 45' BEND 45' BEND J\� N-1205 \/ \ COMPACTED GRANULAR FILL / ` ORDINARY BORROW 1 # \� / SAWCUT CONNECTION "WYE" BRANCH CONNECTION "WYE" BRANCH COMPACTED BEDDING 45 PER MANUFACTURERS Wr Plan View Plan View RECOMMENDATIONS �\ 4" FORCE MAIN lNOT 0 � ) �° w O\\ 6n r~� O EPTH AND SURFACE �\ f v t�J / • r TREATMENT VARIES �} PROPOSED HOME PRESSURE TREATED 2"x4" r \/ a 0 000 � \\� "% •0°8� 1 MARKER BOARD AT END CAP PROPOSED HOME PRESSURE TREATED 2"x4" �. jin Q UNLESS CONNECTION TO HOUSE MARKER BOARD AT END CAP 1.50' 1.50' w SERVICE IS COMPLETED UNLESS CONNECTION TO HOUSE Q Q Q(� \ b ° ° ° FLOOR- ' ' SERVICE iS COMPLETED �/ f \ ° ° ° o ♦ > --WARNING TAPE a: FLOOR // _ PROPOSED GRADE d � ------ HAND TAMPED HAUNCHING � 2' MIN. PROPOSED GRADE \ 0LLJ 2' MIN. OD 00 O0 / x ' ° ` ` a. may. z W " • 4' MIN. 4" OR 6" PVC00 �} ('� u1 w 5' TYP. .,': 4' MIN. PER COMMUNITY \� a 000" 0000 a - �� �� a',.q`.;= .... HAND TAMPED HAUNCHiNG -� ° "":`9'i_Q,�y COMPACTED BEDDING BLDG (•-� -- �. _ ..._.. __ f 45' BEND BLDG ,.._ - 5' TYP. -_. .�___ ('� � - �q-.":• b;;�-: STANDARD 00 0 0 �O C3 0 0 � 0 \ � � SEWER 2X . STUB �- - SEWER� 2`a 45' BEND j 1 z 001 12 SUB - \/�\ \ \ \ \ \ \ \ \ \ / MIN. 5UOBGRA ED BASEMENT ti' 4" OR 6" PVC FLOOR END CAP OR PER COMMUNITY BASEMENT / j � , `/\ / / ` ADAPTOR STANDRRD FLOOR END CAP OR \\ �\ /� /\ /\ \ /�\ �\ �\ \ A\ /t\ �\ �\/♦ i ADAPTOR HOME CONNECTION "WYE" BRANCH HOME "WYE" BRANCH UNDISTURBED 4" OUTLET Notes: CONNECTION 6" MINIMUM COMPACTED EARTH ••• BEDDING 1, WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN BERMS OR OTHER SUCH SPECIAL Notes: SECTIONS, PLACE TRENCH BACKFILL WITH MATERIALS Notes: . ..- ,. . . 45' BEND SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. _ 1. PIPE AND FITTING MATERIALS 1. PIPE AND FlT17NG MATERIALS TO BE PVC SDR35, MEETING ASTM 3034 TO BE PVC SDR35, MEETING ASTM 3034 2, USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. FOR USE NTH SANITARY SEWER SYSTEMS. Er IeVation View FOR USE WTH SANITARY SEWER SYSTEMS. 2. ADAPTOR TO BE PREMANUFACTURED 2. ADAPTOR TJ BE PREMANUFACTURED Elevation View 3. FOR HDPE PIPE, DIMENSION IS 24 INCHES. UNIT FOR CONNECTION OF PIPE TYPES. UNIT FOR CONNECTION OF PIPE TYPES. - 1 REMOVE SUBDIVISION ROAD 3/13/07 . 42" N-12 Pi a Detention System 12/06 Utility Trench 6/03 Paa. Revision Date pPvd. Typical 'Wye and Chimney Detail (Residential) 1/04 Typical M'ye Connection Detail (Residential) 1/04 A Y _ __ _ _ _ _ tY _ -_ N.T.S. LD-222 N.T.S. LD-22.3 N.T.S. Source: ADS - Modified by VHB N.T.S. Source: VHS LD-300 Designed by Drawn by Checked by CAD checked by Approved by S;aale As Noted Date April 18,2006 Table Of Dimensions Project Title BENDS B C D E F BENDS B C D E F ��'�� +�-L L� S �1�� MUNICIPAL 6" 111/4' 8" 15" 12" 24' 12" 6" 45' e' 30" 12" 24' 14" gg STANDARD 6" 221/2' » 19" " » 13" 6" 90' » 30" " » 27" HYDRANT 8" 111/4' - 20" - » 12" 8" 45' » 30" " » 24" PUMPER CONNECTION Notes: 8' 221/2° - 22' 17" 8' 90' » 38" • - 36" CURB BOX SET TO FINISH GRADE 12 111 4' » 30" » » 15" 12" 45 » 40' " 40" T FA RAD. / 0 CE 0 PAVED AREA LANDSCAPED AREA 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON 12' 221/2' . 35" " " 25" 12" 90' " 60" " " 52' � Al FINISH UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER GRADE ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS Bends E Leggs Hill Road COMPACTED FACE OF PROHIlBlT THE USE OF THRUST BLOCKS. GRANULAR FILL- COMMON FILL/ CURBING-- -- 3' TYPICAL (SEE NOTE 2) �. . . ..... .. /� UL :'". Salem, Massachusetts ORDINARY BORROW OR TO MUNICIPAL STANDARD 2. HYDRANT }N SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR _ r> GATE VALVE WITH SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. B C F Issued for 3 PIECE RISER, 1 r BIX AND COVER ° �, \: Definitive Subdivision of Land y ° ° ° ti`s DEPTH AND SURFACE SURFACE \ � .--•-•-•� '�-UNDISTURBED -•-�' �n Salem S� Marblehead TREATMENT VARIES SOIL o r ° < w 1" CLEAR (MENiMUM) Platt Section 1-1 ° \ > 2' Table Of Dimensions I ,• o° ° % °w- WARNING TAPEH TEES G H 1 J TEES Not Approved for Construction i to , °O cY� o 6"x 6"X 6" 12" 24" 24" 18" 12"x 12"X 6" 12" 24" 24' 18" TYPE 'K' COPPER Drawing Title o o a °1 " " " " q COMPACTED BACKFILL -- 8"x 8"x 6" . " " 12"x 12"x 8" " 24 CORPORATION STOP- SERVICE LINE $'x 8"x $" 24' 12'x 12"x 12 36" 36" WA•ER THRUST BLOCK - MIN. i Tees I MAIN Site Details /� BEARING 9 S.F., DO -- \ }-� "( Site D eta11S 4 n. ¢ +L a '„n' -_e N NOT BLOCK DRAIN. � I - o 2'" EXTRUDED 6" DIA. PIPE r �lCa zinr� �C�lr~ EH POLYSTYRENE TEE 2 z INSULATION BOARD c w18* r COMPACTED r UNDISTURBED ci (n P) SIUBGRADE 20' (MIN.) SOIL CURB ,;. UNDiSTURIBED EAR OR COMPACTED EMBANKMENT STOP Plan Section 2-2 VARIES MECHANICAL 'a'�.��a'• ,. \ JOINT (TYP) Note: f /\� / ! "� Notes: Drawing Number 1. SEWER LINE SHALL BE INSULATED WHEN COVER IS LESS THAN CONCRETE CONCRETE 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE FOUR (4) FEET AND WHERE SHOWN ON PLANS. THRUST BLOCK CONCRETE BASE VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR 4N� -COMPACTED CRUSHED STONE TEES), PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE § ' 2. BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED SUBGRADE (MIN. 14 C.Y.) VALVES. Notes: """ AREAS SURROUNDING UTILITY TRENCHES SHALL BE PLACED CHft� AND COMPACTED IN 12" (MAX.) VERTICAL LiFTS. 2. CONCRETE SHALL NOT BE PLACED AGAINIST PIPE BEYOND 1. INSTALLATIONS SHALL CONFORM WITH MUNICIPAL WATER WORKS FITTING, SPECIFICATIONS AND STANDARDS. ClI til, q �,f10.41i4$ � � Sheet of 3. CONCRETE SHALL BE 3000 PSI-TYPE L �N6.41 15 16 �PO�tAL��6v� Sewer Line Insulation 6/a3 Hydrant Connection _ 6/03 Concrete Thrust Block 6/03 Corporation/Curb Stop with Bog 6/03 Project umber N.T.S, -_._ -�-- LD,-219 N.T.S. Source: VHS LD-250 N.T.S, Source: VHS LD-260 N.T.S. Source: VHB LD-256 09044.00 09044det.dwg 71-- - -- - L:\09044,00\cad\id\Pionset\Revised Definitive Subdivision 3-13-07\09044det.dwg B Dimensional Table A. BURY THE TOP END OF THE JUTE STRIPS IN A TRENCH 6 INCHES OR MORE IN DEPTH. PIPE DIA. A B C D E F SECURE WITH ROW OF STAPLES IN VERTICAL I BACK FACE DIA TRENCH WALL, 6 INCH SPACING, 4 INCHES j B 12" 2'-6" 3'-8" 2'-ti" 4'-0" 3'-3" 1'-6 DOWN FROM TOP OF TRENCH B. TAMP THE TRENCH FULL OF Y. VEGETATED SWALE ! 1. CONCRETE SHALL BE COMPRESSIVE STRENGTH 4000 PSI AIR ENTRAINED TYPE II CEMENT. y- y 5.5' BASE a 1% SLOPE IMPERMEABLE CORE t !. SOIL. SECURE WITH ROW OF i. Y. y• SIDE SLOPES MATERIAL TYP ! 9.1 y 2. INSTALL IMPERMEABLE TRENCH DAM ANTI-SEEP COLLAR AROUND DRAIN PIPE PRIOR TO STAPLES, 6 INCH SPACING, (SEE NOTE X.)) i HEADWALL LOCATION 4 INCHES DOWN FROM THE y y •y b' _ PROPOSED GRADE A !I TRENCH. ------ 11 STONE SPLASH PAD �, (SEE NOTE 2.) - 45'rE A Vanasse Hangen Brustlan, Inc. `\ 2' 22•_6"� - - 2' 1. 6a ,.p• qA •r a . . .. •� _ ___ .y'� 10' 122" I" C)MFER 7A . •. B Q; r. y Transportation \f\\/ : •.--a :;,.-:. ,-' '.:. '....•, a: .. :�--.•.. •.. ,+.. : .3a. � , –FRONT _ C. OVERLAP - BURY UPPER END OF LOWER 1' 1' .y � Land Development \/\ \ ;.'.•. ` ;; 8" ". n ., - , .::: ' _ : / / // x'• FACE STREP AS IN 'A' AND 'B OVERLAP END OF �' Environmental Serrrices :�\ •' J LSV=65:5.- ,•.a. +'; \\\/\\/. (2) 4 BARS TOP STRIP 4 INCHES AND STAPLE. Plan •g _ \ \� \ `e \ I 'a - \ �- // / •.�. d• ;', �. `,': 'Q�' ':= :,.'` /\ ._.._1Xz" CLEAR --- \ •.. // "n:, •-s ��/-�y�} • +.a-' /\/ / �t: •�„-x _ \\ �.,-.,. 101 Walnut Street P.O.Box 9251 \/\N N/ ay. j, i _ -:�. •a'. \\ \\♦ PROPtv OS cif;"=_-- A/rr/i \ \ ~�- -� .- atPdrtO •�� - _ !. : d... .-t• '• /\ \/� ED GRADE -= r/rr \\ `.. •�- W'.Il,MaSSaC11US8t.'s'Q� 7� \/ •«....• :'y ."•r e / / / / - _yam \ w �� 0 --- / \t '•q A. •-n` b 'd'•.^« / - �` \ \ 617 9241 \\ \\o --__- \ _ _ 770 FAX 617 924 2�$6 .63 - dig / / / ( B \ �,. '-_•_-Jr \\ / / / �. I �. \ f I �.• f- IP 63.5- �-•" •','' S FOR PIPE /\ � .., '_� ., Y•, • \ \. URFAC£ OF STONE F •.� .� •.... f / J / •tin'. . .y t .•v'• \ \\ � ( \ \ •..... �. ...+ I / .a ..r• .i• ,r: _ •' +• '.. .e.+ /\r%r!/ 4.'. I ENDS AT FACE OF HEADWALL •-- \ w —.. ...- \ a`.. / / 12" .\ ,� Owner/A 1pp scant: \ _E Ea7�fi3.0'' \/\/\: SWALE BED SEE STONE PROTECTION AR \\ `• -- -» F . -- / • .• v`. ' \ \/ _ HEADWALL DETAIL \ �_ North Shore YMCA \ r' / / - a 2 MAX. D. EROSION STOP - FOLD OF JUTE o \ \ e p : \ \, ) a.r : o d _ 1 CHAMFER -- 2�S Ca _ ... 1 z" hot Street �\ 4 BARS - 2' 12" d \ I IN SLIT TRENCH AND / BURIED .._..... 1 1 CLEAR is •i- 'a' . -n' 12"O.C. a TYP. Yz" , 4 1 \ ( ! \ J n- / s--' 2 4 BAR TAMPED; DOUBLE ROW OF --...,_,_ Beverly,MA.01915 EACH WAY - ••• .; .�' ( )# \ �. � ..._.. Yn STAPLES. \ �. ee � �a. •-,' _II STONE FOR PIPE 4 INCH OVERLAP OF A_P ap::0:e;e .{ Gn o.tJ•;'a::,aa� •'? •:r'd: :+ ; :` F_��_ _ ENDS AT FACE OF _ JUTE STRIP WHERE (97$)S24-O4S7 I - "t ° :s. °'„ .:.A :-a •.��j�°,Cj 12 PIPE A 1}2. 3"` (2) 4 BARS int { HEADWALL == _-