Loading...
1,3,5 HARMONY GROVE RD, 60,64 GROVE ST - PLANNING (11) t 6 u 3 I r ti e � r f f f 4 r •f4 _ C\ Sa-�ew� oll + Cease Sns�Sn��ca�+ o'�n�c� aOke _z . ; DISCLOSURE OF APPEARANCE OF CONFLICT OF INTEREST AS REQUIRED BY G. L. c. 268A, § 23(b)(3) PUBLIC EMPLOYEE INFORMATION Name of public employee: Noah Koretz Title or Position: Salem Planning Board Agency/Department: City of Salem Department of Planning and Community Development Agency address: Department of Planning&Community Development 120 Washington Street,3^Floor Salem,Massachusetts 01970 Office Phone: 978-619-5685 Office E-mail: achiancola@cityofsalem.com In my capacity as a state, county or municipal employee, I am expected to take certain actions in the performance of my official duties. Under the circumstances,a reasonable person could conclude that a person or organization could unduly enjoy my favor or improperly influence me when I perform my official duties, or that I am likely to act or fail to act as a result of kinship, rank, position or undue influence of a party or person. I am filing this disclosure to disclose the facts about this relationship or affiliation and to dispel the appearance of a conflict of interest. APPEARANCE OF FAVORITISM OR INFLUENCE Describe the issue MRM Project Manangement, LLC is before the Salem Planning Board for an inisignificant that is coming before change request to the previously approved Site Plan Review and Planning Unit you for action or Development, specifically to allow the demolition of the existing structure at 60 Grove decision. Street with that space remaining designated for future commercial use on the site. What responsibility As a member of the planning board, I have responsibility to vote on the insignificant do you have for change request at the conclusion of the public hearing. taking action or making a decision? Note: the last time this was before the planning board, I was not employed at MassDevelopment. Explain your I have no personal relationship with MRM Project Management. MassDevelopment, the relationship or agency I work for, has an outstanding brownfields clean-up loan to the applicant for the affiliation to the site in question. The loan closed in 2009 and some amount is still outstanding. person or organization. How do your official My official actions or decisions do not matter to the organization in any way beyond how actions or decision any other planning board member's actions or decision matter to the.organization- I have matter to the person no involvement in the loan or its servicing- I'm in a separate part of MassDevelopment that or organization? isn't currently working in Salem. Optional: Additional I am in a specialized position at MassDevelopment, as part of its Transformative facts—e.g., why Development Initiative, which focuses solely on designated Transformative Development there is a low risk of Districts—Salem does not have a designated district, so my department is not working in undue favoritism or Salem at all. My own work in this program takes place exclusively in Haverhill. The improper influence. matters before the planning board have no bearing on my own work at MassDevelopment nor does my work at MassDevelopment have any bearing on the matters before the planning board. WRITE AN X TO CONFIRM THE STATEMENT BELOW. If you cannot confirm this statement, X Taking into account the acts th t I have disclosed above, I feel that I can perform you should my official duties objec ely an fairly. recuse yourself. Employee signature: Date: 6/16/16 Attach additional pages if necessary. Not elected to your public position—file with your appointing authority. Elected state or county employees—file with the State Ethics Commission. Members of the General Court—file with the House or Senate clerk or the State Ethics Commission. Elected municipal employee—file with the Ci Clerk pCity or Town Clerk. Elected regional school committee member—file with the clerk or secretary of the committee. Form revised July, 2012 Griffin aEngineering Group,LLC April 13, 2018 I Mr. Michael Hubbard MRM Project Management PO-BOX-U8 Beverly, MA 019151 Subject: 60 Grove Street—Existing Building Inspection Dear Mr. Hubbard: As requested, the undersigned made a visual inspection of the subject building on April 13, 2018. The building is a two and three-story wood framed structure previously used for industrial and office uses. The building has been vacant for approximately ten years. The building contents have been almost completely removed; a few industrial components were apparent within the building. The building is not habitable and has been substantially damaged by weather, time, vandalism and decay. All building systems, such as electrical, heating, ventilating, and plumbing have been substantially damaged and are inoperative;their remaining portions are antiquated and Inadequate, There are numerous roof leaks and damaged windows. Mold and moss were growing on the walls and floors in many locations. The wooden posts along the main interior bearing lines in the first floor are clearly not plumb. The second floor of the building has shifted away from the canal. The building design lacks adequate lateral restraint, even if it were new. Portions of the first floor have collapsed into the crawlspace below. Wood joists and beams have pulled away from main girder beams supporting the second floor so that wood tenons are partially exposed. Numerous second floor and roof joists are broken, rotten and sagging. Floor and roof sheathing has rotted through in many locations so that considerable care must be exercised simply walking through the building. Access to the crawl space was not available during our inspection, however through gaps in the first floor sheathing and from the building exterior we observed damaged brick and concrete supports and damaged stone masonry supports. Based on our inspection it is clear that the building is presently unsafe for any occupancy. Substantial reconstruction of the building would be required to make the building suitable for any use in a manner compliant with current building codes. The existing building layout and its means of access and egress would require substantial modification. The extent of required modifications and reconstruction are so comprehensive as to be impractical. Accordingly, we recommend that the building be demolished at the earliest opportunity. The building has already been red-tagged to wam emergency responders of the hazardous condition of the building, Suitable postings prohibiting Phone 978-927-5111 Fax 978-927-5103 www,griffineng:com r,"{ 495 Cabot Street" 2ntjFloor &ev,,a ,MA`01915 i Mr. Michael Hubbard MRM Project Management Page 2 j April 13, 2016 entry to the building and continued efforts to secure the building from vagrants is recommended until the building is removed. Thank you for the opportunity to be of assistance. Should you have any questions or comments, or require additional information, please do not hesitate to contact the undersigned. Very truly yours, Griffin Engineers g G up, C Robert H. Griffin, P.E. Cc: T. St. Pierre, Salem Director of Inspectional Services i i SERAFINI, DARLING & CORRENTI, LLP ATTORNEY5 AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN E.DARLING 978-744-0212 �05EPH{�pRRENTFAC5IMILE KRISTIN E.HOUCK 975-741-4853 June 8, 2016 Ben Anderson, Chair City of Salem Planning Board 120 Washington Street Salem, Massachusetts 01970 Re: MRM Project Management, LLC 1, 3 & 5 Harmony Grove Road and 60 &64 Grove Street ("Salem Oil & Grease Site") Dear Chair Anderson: As you know, by Decision dated October 26, 2012, and Amended Decision dated December 11, 2014 (together the "Decision"), the Salem Planning Board unanimously voted to approve Site Plan Review, and grant a Planned Unit Development Special Permit to MRM Project Management, LLC for the property located at 1, 3 & 5 Harmony Grove Road and 60 &64 Grove Street. Since the granting of the Planning Board approvals, the developer has been working diligently to finalize all aspects of the plans, including final designs, state permits and financing of the project. Paragraph 20(f) of the Decision talked about renovation of the existing structure at 60 Grove Street for commercial use. After recent inspection of the building, it has been recommended to the developer that the building is presently unsafe for any occupancy, has been substantially damaged by weather, time, vandalism and decay, and should be demolished at the earliest opportunity. See Existing Building Inspection Report of Griffin Engineering Group, LLC dated April 13, 2016 attached hereto. The lot area comprising the building site shall remain 'designated for commercial development, thus meeting the spirit of the mixed use component of the project. Therefore, we hereby request that the approved plans be amended to allow for the demolition of the existing structure at 60 Grove Street with that space remaining designated for future commercial use on the site. June 8, 2016 Page 2 Please place this request on the agenda for the Board's regularly i scheduled meeting on June 16, 2016. Sincerely, M Project Managdment, LLC its Aft J !phorrenti , JCC:dl Enclosure cc: MRM Project Management, LLC SERAFINI, DARLING & CORRENTI. LLP ATTORNEYS AT LAW 63 FEDERAL STREET . SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN E.DARLING 978-744-0212 ---OSE P H-G G.RRENFACSIMILE KRISTIN E. KOLICK 97B-741-4e63 June 8, 2016 RECEIVED Ben Anderson, Chair JUN 08 2016 City of Salem Planning Board DEPT. OF PLANNING S 120 Washington Street COMMUNITY DEVELOPMENT Salem, Massachusetts 01970 Re: MRM Project Management, LLC 1, 3 & 5 Harmony Grove Road and 60 & 64 Grove Street ("Salem Oil & Grease Site") Dear Chair Anderson: As you know, by Decision dated October 26, 2012, and Amended Decision dated December 11, 2014 (together the "Decision"), the Salem Planning Board unanimously voted to approve Site Plan Review, and grant a Planned Unit Development Special Permit to MRM Project Management, LLC for the property located at 1, 3 & 5 Harmony Grove Road and 60 &64 Grove Street. Since the granting of the Planning Board approvals, the developer has been working diligently to finalize all aspects of the plans, including final designs, state permits and financing of the project. Paragraph 20(f) of the Decision talked about renovation of the existing structure at 60 Grove Street for commercial use. After recent inspection of the building, it has been recommended to the developer that the building is presently unsafe for any occupancy, has been substantially damaged by weather, time, vandalism and decay, and should be demolished at the earliest opportunity. See Existing Building Inspection Report of Griffin Engineering Group, LLC dated April 13, 2016 attached hereto. The lot area comprising the building site shall remain designated for commercial development, thus meeting the spirit of the mixed use component of the project. Therefore, we hereby request that the approved plans be amended to allow for the demolition of the existing structure at 60 Grove Street with that space remaining designated for future commercial use on the site. June 8, 2016 Page 2 Please place this request on the agenda for the Board's regularly I scheduled meeting on June 16, 2016. ! Sincerely, M Project Management, LLC its Att rJ eph . Correnti JCC:dI Enclosure cc: MRM Project Management, LLC I, Griffin 1 Eng neening I Group,LLC RECEIVED April 13, 2016 JUN 08 2016 Mr. Michael Hubbard MRM Project Management DEPT. OF PLANNING & 1 -,wox388 COMMUNITY DEVELOPMENT Beverly, MA 019151 Subject: 60 Grove Street—Existing Building Inspection Dear Mr. Hubbard: As requested, the undersigned made a visual inspection of the subject building on April 13, 2016. The building is a two and three-story wood framed structure previously used for industrial and office uses. The building has been vacant for approximately ten years. The building contents have been almost completely removed; a few industrial components were apparent within the building. j The building is not habitable and has been substantially damaged by weather, time, vandalism and decay. All building systems, such as electrical, heating, ventilating, and plumbing have been substantially damaged and are inoperative; their remaining portions are antiquated and inadequate, There are numerous roof leaks and damaged windows. Mold and moss were growing on the walls and floors in many locations. The wooden posts along the main interior bearing lines in the first floor are clearly not plumb. The second floor of the building has shifted'away from the canal. The building design lacks adequate lateral restraint, even if it were new. Portions of the first floor have collapsed into the crawlspace below. Wood joists and beams have pulled away from main girder beams supporting the second floor so that wood tenons are partially exposed. Numerous second floor and roof joists are broken, rotten and sagging. Floor and roof sheathing has rotted through in many locations so that considerable care must be exercised simply walking through the building. Access to the crawl space was not available during our inspection, however through gaps in the first floor sheathing and from the building exterior we observed damaged brick and concrete supports and damaged stone masonry supports. Based on our inspection it is clear that the building is presently unsafe for any occupancy. Substantial reconstruction of the building would be required to make the building suitable for any use in a manner compliant with current building codes. The existing building layout and its means of access and egress would require substantial modification. The extent of required modifications and reconstruction are so comprehensive as to be impractical. Accordingly, we recommend that the building be demolished at the earliest opportunity. The building has already been red-tagged to warn emergency responders of the hazardous condition of the building. Suitable postings prohibiting Phone 978-927-5111 1 Fax 978-927-5103 1 ww.w,griffineng:com `' 4'9 Catibt Street 42nt1 Flops Bevin IvtA 01975 i Mr. Michael Hubbard MRM Project Management Page 2 April 13, 2016 entry to the building and continued efforts to secure the building from vagrants is recommended until the building is removed. i i Thank you for the opportunity to be of assistance. Should you have any questions or comments, or require additional information, please do not hesitate to contact the undersigned. Very truly yours, Griffin Engineers Robert H. Griffin, P.E. jCc: T. St. Pierre, Salem Director of Inspectional Services i CITY OF SALEM PLANNING BOARD 7114 Decision FILE !) CITY CLEaM. SALEM,M,4SS. Amendment to Site Plan Review,Planned Unit Development Special Permit,and Flood Hazard District Special Permit 1,3& 5 Harmony Grove Road and 60& 64 Grove Street (Map 16,Lots 236,237,239,377&378) December 11,2014 Serafini,Darling&Correnti c/o Joe Correnti 63 Federal Street Salem,MA 01970 RE: Site Plan Review, Planned Unit Development Special Permit and Flood Hazard District Special Penn it Amended Decision for 1, 3 & 5 Harmony Grove Road and 60&64 Grove Street(Grove Street • Apartments)(f/k/a Legacy Park at Harmony Grove Apartments) On Thursday November 20,2014 the Planning Board of the City of Salem (hereinafter referred to as the "Planning Board"or"the Board")opened a public hearing regarding the application of Grove Street Apartments(hereinafter referred to as the"Applicant"and/or"Owner")for an amendment to the previously approved Site Plan Review, Planned Unit Development Special Permit and Flood Hazard District Special Permit for the property located at 1,3 & 5 Harmony Grove Road and 60&64 Grove Street(Map 16,Lots 236,237,239, 377&378).The application includes changes to site-related vehicle and pedestrian access, including elimination of the Harmony Grove vehicle access; and changes to the parking lot layout, landscaping,environmental remediation,and stormwater management. Eleven(11) parking spaces at 60 Grove Street,the commercial building,have been eliminated;the number of residential units is reduced from 141 to 129 units and one(1)additional residential parking space is provided. No changes are proposed to the total square footage or footprints of the buildings. Specific amendments proposed are the following: 1) Elimination of the proposed vehicle bridge to and from Harmony Grove. 2) The project name is"Grove Street Apartments"formerly known as"Legacy Park at Harmony Grove Apartments" 3) There is a proposed reduction of residential units from the previously approved 141 units to 129 units.The structure footprint and mass will not change from the previously approved plan. 4) A portion of the pedestrian path width will be increased to 14 feet. 1 S � 5) Repairs will be made to an existing pedestrian bridge fora shared-use pathway if permitted by the Commonwealth of Massachusetts. Removable bollards will be installed to prevent motor vehicle use of the bridge. 6) 11 Parking spaces will be eliminated from the rear of the commercial building per DEP. There will be a total of I 1 parking spaces available in relation to the commercial building on the site. 7) Removal of previously approved pedestrian bridge to commercial building. 8) Environmental remediation of the sludge bed located at 3 Harmony Grove Road and construction of a capped disposal cell. 9) Minor driveway; landscape,parking lot and stormwater changes. The hearing was continued to December 4,2014 and closed on that date. The Board voted by a vote of eight(8) in favor(Charles Puleo, Dale Yale,Ben Anderson,Kirt Rieder,Noah Koretz, Helen Sides, Randy Clarke,and Bill Griset),and none(0)opposed to approve the proposed amendments, subject to the following conditions: 1. Conformance with the Plan Except as modified herein, Work shall conform'to the Project Plans listed below entitled; "Site Plan for Mixed-Use Development:Legacy Park Apartments at Harmony Grove, 60& 64 Grove.Street and 3 Harmony Grove Road, Salem, MA December 2011,"prepared by Griffin Engineering Group,LLC; LeBlanc Survey Associates, Beauds Art,Inc., Sebego Technics, WLS Lighting Systems, for MRM Project Management,LLC. A. Project plans: . Sheet Title Last Revised Cover 10/16/14 N-1 Plan Notes 10/16/14 C-1 Boundary&Zoning Plan 10/16/14 C-2 Existing Conditions Plan 10/16/14 C-3 Overall Site Layout Plan 12/1/14 C-3A Site La out Plan 12/1/.14 C-3B Site Layout Plan 12/1/14 C-3C Site Layout Plan 12/1/14 C-4A Grading,Drainage and Erosion Control Plan 10/16/14 C-4B Grading,Drainage and Erosion Control Plan 12/1/14 C-4C Grading,Draina a and Erosion Control Plan 12/1/14 C-5A Utilities Plan 10/16/14 C-5B Utilities Plan 12/1/14 C-5C Utilities Plan 12/1/14 C-6 Details 1 10/16/14 C-7 Details 11 10/16/14 C-8 Details 111 10/16/14 C-9 -Not used C-10 Details V Remediation Details 10/16/14 1 of 1 Photometric Plan 9/16/14 1 of 1 Lan dsca a Plan 11/8/12 AL] Buildi❑ #1 First and Second Floor Plans 6/18/12 . AL] Building 42 First and Second Floor Plans 6/18/12 ALL Building 43 First and Second Floor Plans 6/18/12 A2.1 Buildin # 1 Exterior Elevations 7/2/12 A2.1 Building#2 Exterior Elevations 7/2/12 A2.1 Building#3 Exterior Elevations 7/2/12 A2.2 Building#1 Exterior Elevations 7/2/12 A2.2 Building#2 Exterior Elevations 7/2/12 A2.2 Building#3 Exterior Elevations 7/2/12 2. Original Decision All conditions set forth in the original decision for Site Plan Review,Planned Unit Development Special Permit and Flood Hazard District Special Permit dated October 26,2012 shall remain and be adhered to by the applicant'unless explicitly eliminated or amended in this decision. 3. Amendments Any amendments to the approved site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within this decision shall require approval of the Planning Board. 4. Violations Violations of any condition shall result in revocation of this permit by the Planning Board,unless the violation of such condition is cured within fourteen(14)days,or waived by a majority vote of the Planning Board. 5. Special Conditions a. Pedestrian Bridge 1. Conditions"D"and "E"of the original decision dated October 26,2014,are hereby eliminated as the proposed vehicular bridge has been deleted from the amended plans. 2. The applicant shall submit a detailed design plan stamped.by a Massachusetts Registered Structural Professional Engineer to the City Engineer for review and approval for the repairs to the existing North River Canal pedestrian bridge crossing for review and approval by the City Engineer prior to issuance of a building permit. 3. Applicant shall seek permission from the MBTA to install or replace existing fencing along the adjacent MBTA property,to the extent permitted by the MBTA, and shall be a 4' tall, black PVC coated P'nominal gauge chain link style. Any changes to these fencing requirements shall be submitted to the City Planner for review and approval prior to a Building Permit. b. Sewage and Utilities 1. The applicant shall be responsible for evaluating the condition of existing sewer service at 60 and 64 Grove Street.The applicant shall coordinate the existing sewer service inspection with the City Engineer. The applicant shall be responsible'for any repair or replacement necessary prior to the completion of the Grove Street Improvement.project. If replacement is Isnecessary, any changes to plans shall be submitted to the City Engineer for review and approval prior to sewer service replacement. All drainage and utility upgrades necessary and proposed drainage and utility service connections in the public right of way shall be installed prior to completion of the Grove Street Improvement project roadway paving due to the moratorium to be placed on Grove Street prohibiting new excavation after its reconstruction. 2. The Applicant shall use its best efforts to engage a waste hauler for compost that will regularly accept organic wastes from on-site residents for off-site composting. Organic wastes shall not be stored on-site in a manner that allows nuisance conditions to develop. c. Stormwater Management I. The applicant to provide a completed NOl and S WPPP to the City Engineer for review and approval prior to any land disturbance, 2. The applicant to provide a completed and signed Illicit Discharge Compliance Statement to the City Engineer prior to obtaining a building permit. 3. The applicant to provide detailed design plans stamped by a Massachusetts Registered Professional Engineer for the proposed retaining walls to the City Engineer for review and approval prior to issuance of a building permit. 4. The applicant shall coordinate with the City Engineer to obtain access to the valve at Beaver Street in order to evaluate its condition. If the valve needs to be replaced,the applicant shall provide revised plans to the City Engineer for review and approval and repair and/or replace. the valve prior to issuance of a building permit. . S. The applicant to evaluate the condition and capacity of the existing drainage system within Grove Street and demonstrate to the satisfaction of the City Engineer that the proposed tie-in will not adversely impact the existing system prior to the issuance of a building permit. d. Traffic 1. To ensure that proper sight lines are maintained,the Applicant shall keep vegetation clear along Grove Street and shall keep signage and other materials from impacting sight lines near the proposed driveway. 2. The end caps to the 24 space parking aisle on the western side of the site shall be defined with contrasting unit pavers or cobblestone to better define the edge of the"roadway". Revised plans to be submitted for review and approval to the City Planner prior to the Issuance of a building permit. 3. Applicant shall install removable bollards at the ends of the 14'-wide portion of the shared- use pathway in the event that unauthorized vehicular use of the pathway occurs. The applicant shall meet with the Fire Department and City Planner for review and approval prior to installation. No such bollards shall be installed without City approval. 4. The applicant agrees to donate$100,000 to the City of Salem for traffic improvements in the area in and around Harmony Grove Road, Mason Street, Grove Street,Boston Street,Bridge Street,Goodhue Street, Stafford Street,Watson Street,and Beaver Street for traffic mitigation prior to the issuance of a building permit for any of the new residential buildings shown on the Plan. i ; e. Affordable Housing The Petitioner shall place an Affordable Housing Restriction on the development ensuring that at least thirteen(I 3)of the one hundred and twenty-nine(129)units shall be affordable. The form of the restriction is to be approved by the City Planner and recorded with the Essex South Registry of Deeds. The affordable housing restriction is to be in accordance with the eligibility criteria for the Commonwealth Department of Housing and Community Development's Subsidized Housing Inventory for the purpose of ensuring that at least thirteen(13)dwelling units will be restricted as affordable housing for households whose annual incomes are eighty percent(80%)or less of area median income with rents affordable to low and moderate income households,by standards established by the Department of Housing and Urban Development,for a period of ninety-nine(99) years from the date of the first occupancy permit. I certify that a copy of this decision and plans has been filed with the,City Clerk and copies are on file with the Board. The decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed,and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the Owners Certificate of Title if Registered Land. The owner or applicant,his successors or assigns, shall pay the fee for recording or registering. Charles M. Puleo Chair i o e CITY OF SALEM PLANNING BOARD Site Plan Review, Planned Unit Development Special Permit, and Flood Hazard District Special Permit Decision (Corrected Decision) 1, 3&5 Harmony Grove Road and 60&64 Grove Street Map 16, Lots 236, 237 239, 377&378 ^� m n October 26, 2012 1> rn 3 MRM Project Management, LLC N o P.O. Box 388 Beverly, MA 01915 i RE: Site Plan Review, Planned Unit Development Special Permit, and Flood Hazard District Special • Permit Decision for Legacy Park at Harmony Grove Apartments On February 2, 2012, the Planning Board of the City of Salem opened a Public Hearing under Section 7.3, Planned Unit Development, Section 9.5,Site Plan Review, and Section 8.1, Flood Hazard Overlay District (FHOD), of the City of Salem Zoning Ordinance, at the request of MRM Project Management, LLC, for the properties located at 3 Harmony Grove Road and 60& 64 Grove Street, (Map 16, Lots 236, 237 and 239).The proposed project includes construction of three multi-family residential buildings (total of 141 units), re-use of an existing 17,000 snuare foot commercial office building, associated parking and landscaping, and a bicycle path providing public access to the North River Canal. The Public Hearing was continued to February 16, 2012 (but was not heard on that date), March 1, 2012 (but was not heard on that date), March 15, 2012, April 5,2012, April 19, 2012 (but was not heard on that date), May 3, 2012, May 17, 2012,June 7, 2012,June 21 (but was not heard on that date),July 5, 2012, July 19, 2012 (but was not heard on that date), September 6, 2012 (but was not heard on that date), September 11, 2012, September 20, 2012 (but was not heard on that date), October 1, 2012, and October 18, 2012. At the hearing on October 1, 2012,the applicant presented a plan showing the addition of two adjacent parcels to the Planned Unit Development, 1 and 5 Harmony Grove Road (Map 16, Lots 377 and 378). The continued public hearing on October 18, 2012 and revised project with additional parcels was properly re-advertised and additional abutters notified. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAX: 978.740.0404 ♦ www.SALEM.COM The Planning Board, after numerous public hearings and review of submitted materials and testimony, hereby finds that the proposed project meets the provisions of the City of Salem Zoning Ordinance,Sec. 7.3 Planned Unit Development, as follows: 1) 7.3.1 Purpose—The proposed Planned Unit Development (PUD), which incorporates a mix of housing, commercial space and open space, meets the purpose of Planned Unit Development, Section 7.3,to ensure compliance with the Master Plan of the City of Salem, Neighborhood Master Plan of the North River Canal Corridor, and good zoning practice. The proposed Planned Unit Development will promote the purpose of Section 7.3 by redeveloping a contaminated, blighted brownfield site and bringing it into productive reuse. The 1996 Master Plan emphasizes the presence of vacant industrial properties as one of the most important land use issue facing the City of Salem (City of Salem Master Plan Update and Action Plan, 1996, page 23), and highlights the difficulty of redeveloping these properties, particularly those with environmental contamination. While the property is not within the NRCC neighborhood or zoning district, it is adjacent to it, and shares many of the characteristics of the former industrial parcels in the NRCC. The Neighborhood Master Plan for the North River Canal Corridor(2003) promotes constructing a waterfront pathway along the banks of the North River(Section 2.8), providing waterfront access along the canal, unlocking redevelopment north of Bridge Street, and improving the image of the canal edges (Section 3.3). Further,the mixture of uses in the planned unit development is determined to be sufficiently • advantageous to render it appropriate to depart from the normal requirements of the districts. The mixture of residential, commercial and open space/recreational uses proposed is appropriate, and the departure from strict provisions of zoning classifications, specifically residential use in the Business Park Development zoning district, is justified by the cleanup of the formerly contaminated and dangerous property, rehabilitation of a blighted site, location of new housing near the Salem MBTA commuter rail station, and construction of a multi-use path along the canal that continues the walking and biking trail system proposed for the North River Canal Corridor in its neighborhood master plan and in other NRCC development projects. The Planned Unit Development would not result in a net negative environmental impact. The project requires remediation of a property contaminated from its former industrial use. The cleanup of the site, introduction of controlled drainage infrastructure, and erosion prevention measures will result in improvements to the natural environment on the site and surrounding it, including the water quality in the North River Canal. 2) 7.3.2 Applicability—The proposed PUD meets the minimum size requirement of 60,000 square feet;the development parcels total 362,000 square feet. The underlying zoning districts of the proposed development parcels are largely Business Park Development, with a small portion of Industrial; both are eligible zoning districts for PUD treatment. A portion of 64 Grove Street, which is mostly zoned Business Park Development, is zoned Residential Two-Family, which does not allow PUD. However, the PUD development does not extend more than 30 feet into this more restrictive zoning district, and so is allowable under the Salem Zoning Ordinance (Section 2.4, Lot Split by Boundary Line). 2 3) 7.3.3 Uses—All proposed uses, including residential multi-family and commercial, are allowed in a PUD development. ➢ 7.3.3.2—A commercial use (office space) is proposed within the PUD project site. However, it is not directly adjacent to a residential zoning district. 7.3.3.3— In the Business Park Development district, residential uses and associated improvements cannot exceed 50%of the land area of the parcel. The residential development, including associated improvements such as driveways, parking and landscaping, comprise less than 50%of the total land area of the project site. 4) 7.3.4 Dimensional Requirements: 7.3.4.1. Bulk, yards, parking and loading needs were evaluated by the Planning Board and found to be adequate. 7.3.4.2. No individual house lots are proposed. The Planning Board finds the amount of frontage provided on the project site to be adequate and appropriate to the surrounding neighborhood. Y 7.3.4.3. No individual house lots are proposed. The Planning Board finds the amount of usable and accessible open area within the total development is adequate. ➢ 7.3.4.4. No proposed residential building on the site exceeds four(4)stories, as determined by the Salem Building Commissioner/Zoning Officer. • 5) 7.3.5 Open Space—the applicant/project owner will provide an easement along the proposed bicycle path and directly adjacent areas to allow for public access and recreational use by residents of the City as a condition of this application (see Conditions, below). The Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from waterbodies or high runoff. 3. Utilities, including gas, electricity, fuel, water and sewage disposal,shall be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. At a regularly scheduled meeting of the Planning Board held on October 18, 2012,the Planning Board voted by a vote of ei avor (Chuck Puleo, Tim Kavanagh, Randy Clarke, Lewis Beilman,Tim I • Ready, Mark Geor elen S' es and George McCabe), none opposed, and one abstaining(John Moustakis)to ; rove t e ite Plan Review, Planned Unit Development Special Permit, and Flood 3 Hazard District Special Permit, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans entitled, "Site Plan for Mixed-Use Development: Legacy Park Apartments at Harmony Grove, 60&64 Grove Street and 3 Harmony Grove Road, Salem, MA December 2011," prepared by Griffin Engineering Group, LLC, LeBlanc Survey Associates, Beauds Art, Inc., Sebego Technics, WLS Lighting Systems,for MRM Project Management, LLC, including pages N-1, C-1, C-2, C-3A-C, C-SA-C, C-6, C-7, C-8, 1 of 1 (Landscaping Plan), 1 of 1(Photometric Plan), A.1.1, A2.2, dated December 2011 and last revised June 20, 2012; page A2.1, last dated July 2, 2012; C-4A-C and C-8, last dated September 10, 2012, and pages C-3 and C-9, last dated October 1, 2012. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed to be a significant change by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Project Delays The developer, his successors or assigns shall notify the Department of Planning and Community Development if work on the site ceases for any reason for a period of six (6) months. In this event, the applicant shall be required to appear before the Planning Board and report to the Board the reason(s) why work has ceased at the project and a schedule of when work will begin again at the site, as well as a date of final project completion. If substantial work has not commenced on the . site, as deemed by the Board, and such work is not anticipated to begin within two (2)years of the date of the Planning Board's original decision, the applicant shall notify the Board and, prior to the two-year anniversary of the issuance of the permit, shall request an extension of the permit from the Board. Applicant shall provide in such request any and all materials the Board may require to make a determination on the extension request, including but not limited to:studies, reports or new plans, at the applicant's expense, as requested by the Board and deemed necessary by the City Planner. 4. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. c. Any street trees removed as a result of construction shall be replaced. The location of the trees shall be approved by the City Planner prior to replanting. d. Final completed landscaping shall be subject to approval by the City Planner prior to the issuance of a Certificate of Occupancy. S. Signage • 4 All proposed signage shall be reviewed and approved by the City Planner in accordance with the • City of Salem sign ordinance prior to the issuance of a sign permit. Approval of the site plans does not represent approval of proposed signage. 6. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a building permit for the residential buildings. c. After installation, lighting shall be reviewed and approved by the City Planner, prior to the issuance of a Certificate of Occupancy. 7. Construction Practices All construction shall be carried out in accordance with the following conditions: a. All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. b. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling, blasting or rock hammering on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations, I c. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of demolition and construction of the project. d. 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 leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site, must be located completely on the site. g. All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condition, or better. h. A construction traffic/phasing management plan and schedule shall be submitted to the Department of Planning&Community Development and Police Department for review and approval prior to the issuance of a building permit. 8. Health Department and Board of Health • All work shall comply with the requirements of the Salem Health Department and Board of Health, including but not limited to the following: 5 a. The units must comply with all the requirements of Chapter II of the State Sanitary code: 105CMR410 including but not limited to: ➢ Screens for windows ➢ Adequate trash disposal facilities ➢ Adequate ventilation ➢ Provide heating during the heating season at the required temperatures b. Provide a mosquito control plan for the catch basins. c. All units that are rented must be granted a certificate of fitness by the Board of Health prior to occupancy. A copy must be provided to the renter. d. If the units are sub-metered,then the owner must fill sub-metering affidavit for each individual unit prior to renting unit. If the affidavit is not filed, tenant cannot be charged for water. e. Applicant must submit a trash disposal plan to ensure there is adequate capacity for storage of trash onsite, including contingencies to address tenant changeovers and other high trash disposal events. f. Building owner is required to ensure that adequate contingencies are in place to address pest control/remediation. Specifically: ➢ A pest control survey is to be done prior to commencement of construction. There is to be a pre-baiting program in place. ➢ There is to be an ongoing pest monitoring program and a program to respond to complaints from abutters. ➢ Applicant is to submit a written description of the program and ongoing results of pest control site visits has to be available for inspection. ➢ Reports must include any rodent activity and actions taken. The locations should be mapped and activity identified by location of stations. 9. Office of the City Engineer The applicant, his successors or assigns shall comply with the requirements of the City Engineer, including but not limited to the following: a. Applicant is to provide a completed NO1 and SWPPP to the Planning Department prior to any land disturbance, and in any event, prior to issuance of a building permit. b. Applicant is to provide a completed and signed Illicit Discharge Compliance Statement to the Planning Department prior to obtaining a building permit. c. Applicant is to provide detailed design plans stamped by a Massachusetts Registered Professional Engineer for the proposed retaining walls for review and approval by the City Engineer prior to obtaining a building permit. d. Applicant is to provide a step-backwater analysis for the 10-, 50- and 100-year flood events for both existing and proposed conditions to demonstrate the adequacy of the hydraulic opening, structure depth and profile of the access road, for review and approval by the City Engineer prior to obtaining a building permit for the residential buildings or the bridges. e. Applicant is to provide a detailed structural, geotechnical and hydraulic design for the bridges for review and approval by the City Engineer prior to obtaining a building permit for the residential buildings or vehicular bridge. Applicant is to provide a detailed 6 structural, geotechnical and hydraulic design for the pedestrian bridge for review and . approval by the City Engineer prior to obtaining a Certificate of Occupancy. f. Applicant is to provide detailed hydraulic flow and design calculations for the proposed domestic and fire water services for review and approval by the City Engineer prior to obtaining a building permit or commencing land disturbance activities. g. Applicant is to coordinate with the City to obtain access to the valve at Beaver Street in order to evaluate its condition and to determine if it will need to be replaced prior to obtaining a building permit for the residential or commercial buildings. Applicant shall coordinate this inspection with the City Engineer. h. Applicant is to add the MDC traps to the operation and maintenance plan, schedule and log form. The operation and maintenance plan should include at a minimum the frequency of inspections, cleaning and pumping. i. Applicant will be responsible for replacing the sewer service if it proves to be in unsatisfactory condition. Applicant shall be responsible to coordinate the inspection of the existing sewer lines with the City Engineer. j. Applicant shall inspect and repair as necessary the 12-inch drainage pipe from Harmony Grove Road to the North River Canal that is located on the 1 Harmony Grove Road parcel. The work is subject to review and approval by the City Engineer. If a different size pipe or other repair is needed,the applicant shall be responsible for the work. 10. Fire Department All work shall comply with the requirements of the Salem Fire Department. • 11. Office of the Building Commissioner All work shall comply with the requirements of the Salem Building Commissioner. 12.Conservation Commission All work shall comply with the requirements of the Salem Conservation Commission. 13. Utilities , a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of any Building Permit. The applicant shall have an engineer certify the utility plans for review by the City Engineer, prior to the issuance of any Building Permit. b. All electrical utilities for the site shall be underground. 15. HVAC a. The HVAC equipment located on the building roofs shall be visually screened by parapets, as shown on the submitted plans. b. HVAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate noise emanating from the HVAC units(s) if the Board of Health receives any complaints. 16. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the applicant. "Refuse removal" includes recycling, which shall be the responsibility of the owner, his successors or assigns. The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's 7 choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. • b. Winter snow in excess of snow storage areas on the site shall be removed off site. 17. As-built Plans a. As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of any Certificate of Occupancy. b. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of any Certificate of Occupancy. c. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed and stamped by the design engineer, statin that the work was completed in g P substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of any Certificate of Occupancy; as well as, any subsequent requirements by the City Engineer. 18. Violations Violations of any condition contained herein 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. 19.Affordable Housing . The Petitioner shall place an Affordable Housing Restriction on the development ensuring that at least fourteen (14) of the one hundred and forty-one (141) units shall be affordable. The form of the restriction is to be approved by the City Planner and recorded with the Essex South Registry of Deeds. The affordable housing restriction is to be in accordance with the eligibility criteria for the Commonwealth Department of Housing and Community Development's Subsidized Housing Inventory for the purpose of ensuring that at least fourteen (14) dwelling units will be restricted as affordable housing for households whose annual incomes are eighty percent (80%) or less of area median income with rents affordable to low and moderate income households, by standards established by the Department of Housing and Urban Development, for a period of ninety-nine (99)years from the date of the first occupancy permit. Z0. Special Conditions: a. The parcel located at 1 Harmony Grove Road, if developed in the future, is to be developed for a commercial use. Such future development shall be considered an amendment to the Planned Unit Development and is subject to Planning Board review and approval. b. The Planning Board encourages commercial development on the property in the future. The Planning Board will require only 172 spaces on the site to be dedicated to residential mouse. The remaining 43 spaces may be dedicated to commercial use in the future. /c. applicant is to submit revised plans to the Planning Board demonstrating that the parcels entified as 5 Harmony Grove Road and 1 Harmony Grove Road are included in the overall Planned Unit Development site, prior to issuance of a building permit for the residential buildings. The inclusion of these parcels helps ensure that the overall residential uses and associated improvements do not exceed 50% of the land area comprising the PUD site. 8 d. Applicant is to provide an easement running to the City for a multi-use path on the parcel • located at 5 Harmony Grove Road. The easement is to be recorded at the Registry of Deeds prior to issuance of a Certificate of Occupancy. e. Applicant is to provide an easement running to the City of Salem for public access and recreational use of the multi-use path shown on the site plans. This easement is to extend the entire length and width of the multi-use path, as'well as the areas between the path and the Canal, and the path and five feet from the front of Buildings 2 and 3 (not including any area shown as residential land area on the site plan). The easement is to be reviewed and approved by the City Planner and recorded at the Registry of Deeds prior to issuance of a building permit for the residential buildings shown on the Plan. f. Elevation drawings showing renovation of the existing commercial building on 60 Grove Street, along with a description of the proposed use, are to be submitted to the City Planner for review and approval prior to issuance of a building permit for 60 Grove Street. g. Traffic Mitigation: ➢ The applicant agrees to donate$100,000 to the City of Salem for traffic improvements in the area in and around Harmony Grove Road, Mason Street, Grove Street, Boston Street, Bridge Street and Goodhue Street for traffic mitigation prior to the issuance of a building permit for any of the new residential buildings shown on the Plan. ➢ Subject to all necessary permitting and approvals from the City of Salem,the applicant is to make the following improvements, as described in the submitted Traffic Impact and Access Study, Proposed Legacy Apartments at Harmony Grove, Salem, MA, prepared by Vanasse &Associates, Inc., dated December 2011: ❖ Sidewalks are to be upgraded to the City's standard concrete sidewalks along the frontages of 3 Harmony Grove Road and 60 and 64 Grove Street,to the satisfaction of the City Engineer, prior to issuance of any Certificate of Occupancy. Any existing bituminous concrete sidewalks along 1 and 5 Harmony Grove Road are to be repaired to the satisfaction of the City Engineer, prior to issuance of any Certificate of Occupancy. Existing signage and markings at the Grove Street railroad crossing are to be updated to comply with current standards of the US Department of Transportation Manual on Uniform Traffic Control Devices (MUTCD), as amended, prior to issuance of any Certificate of Occupancy. At the intersection of Grove Street, Beaver Street and Goodhue Street: i. Provide pavement markings to delineate travel lanes ii. Install stop signs on the Grove Street northbound approach at Goodhue Street,the Beaver Street westbound approach at Grove Street and the Beaver Street eastbound approach at Goodhue Street iii. Provide appropriate signage to enforce one-way traffic flow on Goodhue Street ❖ At the intersection of Grove Street at Harmony Grove Road and Mason Street: L Install a stop sign at the Grove Street northbound right-turn movement ii. Upgrade signs and pavement markings at the intersection During months when vegetation is in leaf, as indicated in the submitted Traffic Impact and Access Study, vegetation must be kept trimmed back to ensure adequate driveway sight lines and sight triangles for vehicles exiting the site. 9 I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are • on file with the Planning Board. The Special Permit 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 is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Charles M. Puleo, Chair 10 r t Griffin Engineering Group,LLC April 13, 2016 Mr. Michael Hubbard MRM Project Management PO Box 388 Beverly, MA 019151 Subject: 60 Grove Street— Existing Building Inspection Dear Mr. Hubbard: As requested, the undersigned made a visual inspection of the subject building on April 13, 2016. The building is a two and three-story wood framed structure previously used for industrial and office uses. The building has been vacant for approximately ten years. The building contents have been almost completely removed; a few industrial components were apparent within the building. The building is not habitable and has been substantially damaged by weather, time, vandalism and decay. All building systems, such as electrical, heating, ventilating, and plumbing have been substantially damaged and are inoperative; their remaining portions are antiquated and inadequate. There are numerous roof leaks and damaged windows. Mold and moss were growing on the walls and floors in many locations. The wooden posts along the main interior bearing lines in the first floor are clearly not plumb. The second floor of the building has shifted away from the canal. The building design lacks adequate lateral restraint, even if it were new. Portions of the first floor have collapsed into the crawlspace below. Wood joists and beams have pulled away from main girder beams supporting the second floor so that wood tenons are partially exposed. Numerous second floor and roof joists are broken, rotten and sagging. Floor and roof sheathing has rotted through in many locations so that considerable care must be exercised simply walking through the building. Access to the crawl space was not available during our inspection, however through gaps in the first floor sheathing and from the building exterior we observed damaged brick and concrete supports and damaged stone masonry supports. Based on our inspection it is clear that the building is presently unsafe for any occupancy. Substantial reconstruction of the building would be required to make the building suitable for any use in a manner compliant with current building codes. The existing building layout and its means of access and egress would require substantial modification. The extent of required modifications and reconstruction are so comprehensive as to be impractical. Accordingly, we recommend that the building be demolished at the earliest opportunity. The building has already been red-tagged to warn emergency responders of the hazardous condition of the building.. Suitable postings prohibiting Phone 978-927-5111 Fax 978-927-5103 ww.w,griffineng.com 495 Cabot Street 2nd,Floor , Beve !tv1A 01975x ,, Mr. Michael Hubbard MRM Project Management Page 2 April 13, 2016 entry to the building and continued efforts to secure the building from vagrants is recommended until the building is removed. Thank you for the opportunity to be of assistance. Should you have any questions or comments, or require additional information, please do not hesitate to contact the undersigned. Very truly yours, Griffin Engineer( g G oup, E 16 Robert H. Griffin, P.E. Cc: T. St. Pierre, Salem Director of Inspectional Services - II r PROJECT NAME COMMUNITY BUILDING PROJECT ADDRESS - - 60 Grove Street Drawing List Salem MA Sheet r Number Sheet Name Sheet Issue Date CLIENT A-000 Cover Sheet 12/23/ 17 LAR Properties. LLC - - - - - - A- 100 15t and 2nd floor Plans 12/29/ 17 - A- 10 1 Roof Plan 12/29/ 17 ARCHITECT ---- A-300 Front and 51de Elevations 12129117 ---------------------------- : A-301 Rear and Side Elevations 12/25/ 17 --, KHALSA _ 17 IVALOO STREET SUITE 400 SOMERVILLE, MA 02143 TELEPHONE: 617-591-8682 FAX: 617-591-2086' CONSULTANTS: TWO ------------- -------------- LOCUS MAP - - -- N W F- Q W \\` 1834 PROJECT . -iQ n ' OD 16- 35 (COPYRIGHT KDI©2017 ! THESE DRAWINGS ARE NOW AND DO t16jRA36 0 GROVEFREMAIN THE SOLE PROPERTY OF KHALSA -- + ''STREET [DESIGN INC. USE OF THESE PLANS OR ANY FORM OF REPRODUCTION OF THIS DESIGN p IIN WHOLE OR IN PART WITHOUT EXPRESS FW- _ WRITTEN CONSENT IS PROHIBITED AND Q '• EeEsEbEkr ` — ____ 1 SHALL RESULT IN THE FULLEST EXTENT OF zo 4 [ (PROSECUTION UNDER LAW COMMUNI UILDING 167 0 � PROJECT ADDRESS. REGISTRATION o •' ., '- •, \ � - - ----_—_. R V E STREET E E T DAR� 60 GO S SALEM, MASSACHUSETTS E � 1 16rC, , ti SO f MA rJ I is 186 h t 166 ARCHITECT CLIENT 1TMOF 16 6� v1 } 1 ; " 16&7 KHALSA DESIGN INC . LAR PROPERTIES LLC. - - ay ' '� '•, 168?P7 16 63 Project number 17065 =- 16-20 . ' 1 .. 16;9SIR JECT �.V ADDRESS: ADDRESS: _ U Date 11-29-2017 16ji2� Drawn by TMC o \ 5.5 1654W31 o Checked by JSK 17 IVALOO STREET, SUITE 400 282 BENNINGTON STREET U 162 �z�s2 165S�3F> `• • Scale - SOMERVILLE, MA 02143 EAST BOSTON , MA 02128 ,e o n 1 , 1s-� REVISIONS o 161 as ti" 16� 84 .J S '`. jj�8 16 16 2 16 2 N `•` `•.' 1619 ` s,6 1 NO Description - Date E 16� fi 16- 5 iQe1i i' t _ \ ` 1657 cn l 16q1 ; ' . • o .._� 1831 ' ' 4p`• 1610 k ' > 1 6 ` �• 161554 1 7 @ so qn a 16."32 1656 CIVIL STRUCTURAL 1655 1 7 s +o a s 1 r �q 'a.� ` o GRIFFIN ENGINEERING GROUP 1652 , 1 ,7 13 � -. - - - LLC 16AU2 sos ' 16A34 1s71 ADDRESS: , 2 O 16 01 `rtO�Sj 1675 , 0 16"3 63 495 CABOT STREET, 2ND FLOOR, 4 e ; p y ,649 1648-� 16� 2 / X000. S 16 , ,�46 4 - 2 B EVE RL'Y, MA 01915 �° Cover Sheet 1, , N I 16; 1 7g 1s41 � /1 16j&4 1QW2g37 G' �' L f _,- REVISED D SET C2 \)fit 1635 i 1640 A=000qk7 7 jj 12 =29 =2017 1 o N COMMUNITY BUILDING N PROJECT NAME COMMUNITY A-300 BUILDING SLOPED WALKWAY TO 2 GRADE(5%MAX)-NO DN PROJECT ADDRESS HANDRAILS REQUIRED 60 Grove Street DN Salem, MA HIGH WINDOW ABOVE CLIENT tr 1 \ / 13'-3" LAR Properties. LLC op \ 4EF. HC� HC \ TOI ET TOILET i0 iti io \ / ARCHITECT co \ I — — — \ RAMP:5%SLOPE F MEETING ROOM iv NO HANDRAILS / 6'-0" 6'-0" rAO-0. IS r REQUIRED 130 0' 6'N \ /N KITCHEN — — N <j10, ,* \ DN GREAT 0 A-30 2 \ ROOM // O \\✓C�P/ATYIVO \ � a }i` // / / / \/ / / \ / \ \ \ \ \ \ \ IIII 1WIIII_C OPEN TO ABOVE I1'.n FP _ I1I1 IIIII IIIIIIIIIlIIIIIIiIIII r1 A-30KHALSA ch > N VESTIBULE ELEV. DNI1 ELEV.LOBBY 12'-0" 109 co -011 17 IVALOO STREET SUITEA-Z 4 00 7 -0 SOMERVILLE, MA 02143 TELEPHONE:617-591-8682 FAX:617-591-20 rr 86 ----- ------- CONSULTANTS: 0 CL. STAIR 00 STORAGE I co / 19'-71/2" \ UP iii 9'-61/2" P Per 521 CMR 20.00,Each space must be surved not less than \ I I / I _____ --JJ two accessible means of egress 521 CMR 20.00:ACCESSIBLE ROUTE: .41 Ell - 20.11.1:All spaces or elements required to be accessible by 521 CMR shall be provided with no less than one accessible means of egress. DN 40 a.Where more than one means of egress is required under 780 CMR (The Massachusetts State ELEW. Building Code)from any accessible space or element,each space 12'_09" or element shall be served by - not less than two accessible means of egress. Per 2015 International Building Code,Table 1006.2.1 (Spaces with w one exit or exit access doorway),Group A occupancy must have an Z occupant load of less than 49 to qualify for 1 means of egress. RAISED RETAINING WALL Great room has an occupancy of 42(629 s.f./15 s.f.per occupant) tu =�� i �>:" �,�` ✓ \,x ENGAGES RAMP +Meeting room Has an occupancy of 12(202 s.f./15 s.f. per HANDRAILS , Occupant) �� ; I �1 PERIMETER o0 1 st Floor Level I +Patio has an o«xipancy of 39(577 s.f./14 s.f.per occupant) COPYRIGHT KDI 0 2017 N For a total occupancy of 93. THESE DRAWINGS ARE NOW AND DO r 20'-6" 51 _0" 21-4-1 7'-6" Therefore,2 accessible exits are required. REMAIN THE SOLE PROPERTY OF KHALSA DESIGN INC.USE OF THESE PLANS OR ANY N FORM OF REPRODUCTION OF THIS DESIGN 0 IN WHOLE OR IN PART WITHOUT EXPRESS w WRITTEN CONSENT IS PROHIBITED AND o HIGH WINDOW ABOVE SHALL RESULT IN THE FULLEST EXTENT OF j PROSECUTION UNDER LAW i� 0 co N REGISTRATION N 6'-10" 6'-0" 13'-3" E - - D AR 1 10 10 100 00 ti C � MPLOYEE Lj' EMPLOYEE TOILET TOILET 0 o o� Can+ ,AGE ` LO� e4 cn �CFg1TH OF o OFFICE 2Li I N1 -L WC �Project number 17065 _v 1 Date 11-29-2017 Q 0 Drawn by TMC o� VAULTED CEILING Checked b JSK OPEN TO BELOW Scale 1/4" " - 1'-03 m REVISIONS M O JANIITOR'S No. Description Date E �.' CL(OSET m 'v CID a� 0 t9 LO I cfl CORRIDOR OFFICE 1 a �- �* 1131-31' m o 0 , m N r Y DN STAIR r 1st and 2nd Floor Plans 9'-6 1/2" a M M O r C7 Aml ti 2 2nd Floor Level COMMUNITY BUILDING N i I l PROJECT NAME. COMMUNITY BUILDING PROJECT ADDRESS L 60 Grove Street Salem, MA CLIENT - - I T T - LAR Properties. LLC ARCHITECT S 1 - � G KHALSA 17 IVALOO STREET SUITE 400 SOMERVILLE, MA 02143 TELEPHONE:617-591-8682 FAX:617-591-2086 CONSULTANTS: Roof Level 1 „ �- N 1 0„ I z tuJ Q COPYRIGHT KDI©2017 N 04 THESE DRAWINGS ARE NOW AND DO REMAIN THE SOLE PROPERTY OF KHALSA 111- DESIGN INC.USE OF THESE PLANS OR ANY N FORM OF REPRODUCTION OF THIS DESIGN 0 IN WHOLE OR IN PART WITHOUT EXPRESS w WRITTEN CONSENT IS PROHIBITED AND o SHALL RESULT IN THE FULLEST EXTENT OF a. PROSECUTION UNDER LAW Z 0 REGISTRATION N 0 co ESD ARI, E to 41' in m IVO. 10- CAI' CA 'r . uGE to MA �' i �RZtN OF VA o I C0 Project number 17065 =f� Date 11-29-2017 al Drawn by TMC o Checked by JSK rn Scale 1/411 = 1'-0” 3 REVISIONS 0 0 No. Description Date E m 0 ti m O Z a� N Y r..1 i Roof Plan a 0 v 0 Al 01 ® "' ti o N 1 COMMUNITY BUILDING N a NOTE:COLORS ARE SUBJECT TO CHANGE PENDING FINAL BUILDING MATERIALS AND PROJECT NAME COLORS AT 64 GROVE STREET COMMUNITY Roof Le_vel _ _ — — — — — — — — — _ _ _ BUILDING 44' - 10 1/2" PROJECT ADDRESS - 60 Grove Street Salem, MA - - - - - - - - - - - - CLIENT HARDIE CEMENTICIOUS LAP SIDING;6"EXPOSURE- _ BOOTHBAY BLUE LAR Properties. LLC N _ r C1 -�NARCHITECT ' .,__. PVC CORNICE 77— �N Q *- I F q ! 8„CORNERBOARD,TYP C”) Lu DOUBLE HUNG WINDOWS; - TYP. N Z J_ 2nd Floor Level m 22' - 0" KHALSA - -- ---- - -_ - ---- ----- --- -.- WOOD RAILING t, _...._ ..,._.,,._.a. - PVC WINDOW TRIM 17 IVALOO STREET SUITE 400 SOMERVILLE, MA 02143 - - ! SLOPED WALKWAY(5%MAX) TELEPHONE:617-591-8682 FAX:617-591-2086 I , CONSULTANTS: rh 1st Floor Level 0 12' - 0" N Grade n East Elevation (Front) I N _ Roof Level ®J — — — _ 44' - 10 1/2" z Of rT TT T LL CO COPYRIGHT KDI©2017 c.! N . - T-7:'-17 . G ARE NOW AND DO REMAIN THE PROPERTY OF KHALSA _T _ T 1" L TDESIGN INC. USE OF THESE PLANS OR ANY rro _. 04 FORM OF REPRODUCTION OF THIS DESIGN p c T r- I T '" T '' J 1 L1J ' t LE OR IN PART WITHOUT EXPRESS IN WHO =` x WRITTEN CONSENT IS PROHIBITED AND Q EXTENT OF SHALL RESULT IN THE FULLESTa PROSECUTION UNDER LAW � — —`— - - — — —'T-- -- -- T —Y—=�- TT—T.-`Y -,T:TT—T--- — _-_-r�,�=_r�-r—•T _T-r _ t r _ O —.- --i` .--.—T— -- .—_—• ,-_`_.--i T:-_- — T_STT--T _— ___ — -- ___ —__— _. _ _ _ i Y T r-- Y_—T T_..T•T�_TT-,.T—T T—_G-—T-� .. '— Y_-- _T-T--- t R� NREGISTRATION A N. _—.._i —Ill- -__I . I — —� I ___i —I I —i I II__► _{I II i—�II ! _ — : .... . -..,. .,� IIr, I t I -YI—� ._� �_..I�...I_r I..I.:,-►r _ r I1 ,1. ._..,.-r.,_ -:r_. I{ i _!...r _ -T- A�_TI_rI�T�:r�_--__�'_:._�—T,—.-_r�--•---:1_:_TT_TT z1i_.-_.rr�7T_�T�_I--t 11 T—r1_�—T�_T_-.:�'T_-,�._`r,__T_--I—z-- Tr _ - � I- _ II iI I I—I - —� Ii I I I II II I I_ I ,I II ----i I I -- — .+ t�VTo k OFM R IJ _­-rCq ARCHITECTURAL GRADE ASPHALT '777 7 .7 SHINGLES,TP. MA LO r' I C I UP SIDING;6" co EXPOSURE BOOTHBAY BLUE Prole 9 1 70 65 Date 1 -29-2017 T7 DC2W1 byAuthor PVC CO T Checked b CheckerRNICE Scale 4 0" . 8"CORNERBOARp,TYP oREVISIONS2nd Floor Level lJ 22' - p�� No. Description Date PVC WINDOW TRIM o DOUBLE HUNG WINDOWS; TYP. 1stFloorLevel Grad 10 _ 0 Front on Side _ I : I I I I Elevations it , 11 asi°�3nO—�N a. North Elevation (Side) 1/411 —011 A=300 , 1 � I 0 N COMMUNITY BUILDING N a r- NOTE:COLORS ARE SUBJECT TO CHANGE PENDING FINAL BUILDING MATERIALS AND PROJECT NAME COLORS AT 64 GROVE STREET COMMUNITY BUILDING rh Roof Level I� 44' - 10 1/2 �- PROJECT ADDRESS j -T ` r > r:_ I , 1 : r _ 0 Grove Street J z � I r i r. , I' z I x I r:` ,-- -r - r ` •��:I � � z z `z� . I., Salem, MA T "_ j �`I I `KS� _..-�,:� T 7. 7.. ::_ I ,•-. :I 1-,. •— �- — —_ - T `T r -S �-r_--T T�—T T� T -�- CLIENT -rte T -r----�-'�- T T �T T TT T - LLC - r s r - z z Properties.LAR 2 7::..._. =- .� ___.a,._.-.._... __..,_._..... .:. :- :. _ _- ., ....-.:.; ._. ......? J" r... _a _:C �.7:"_,_ .T. - ..'T", r , r "x . i _... _._... _.. r O I_,. ,_..._ p..- _, -,, I_. i "I RCHITECT •_-:_ -.—`_-_�__.--_:-1.__... _�_..-_... .,..__: —:. .T,-._,_,. -.-�T--�-�r-"I_, -.__..._�'�L_�.-- -t*Z-- — .._�T T TT _l._ l,T- - - � _" : �ITTi-T 7�. .� -T_ r._.T�_:�t-a. - T •--t��-.T•--f�T,_.._. _..�__--_ _•_T _ _ __ __- ..YY:T T,,T.: - —TT T ._i_�-T -r-�T-r-:T r T _ . 'T �. `T .__._—.T_�T T T:T T_,_.-r Y-.- - T-.--� Y�T-:•-'—� -- -_ - T T^ -7-�T->- =T—=r- �-TT�-r- - _ PVC CORNICE N — — - - — T-�-r T- c�T�- T T-J-r-:-,-:T_�.T�T _T�- -T�'�_ Tr-T�T ,�_,T——__r� T•T-T',-�T-r _T-r-— _ _ _ _ ARCHITECTURAL GRADE ASPHALT —STT. TAT TT_ — SHINGLES,TYP. T T, r .7.,,.. 8 CORNERBOARD TYP H1I HARDIE CEMENTICIOUS LAP SIDING,6 _ _ T EXPOSURE-BOOTHBAY BLUE -_- -_ PVC CORNICE �' TT`Y T TT — . __ •-r-:-r--i T__ T __ T T T:T T:- _. -TT_�.. T - - 17= T� --T —. 8"CORNERBOARD,TYP - _ - 2nd Floor Level - - - -- — _ KHALSA 01122' _ PVC WINDOW TRIM - - - � WOOD RAILING PVC WINDOW TRIM 17 IVALOO STREET SUITE 400 DOUBLE HUNG WINDOWS; SOMERVILLE, MA 02143 b NP , TELEPHONE:617-591-8682 FAX:617-591-2086 SLOPED WALKWAY 1 st_Floor Level 12 - 01' Y- N --------------- Grade- 10' - 0" rade10 0 I : I Ili Ili . . I . I i : l i , I _ I I - I I — I i i _._.__ —__ __.__. ._-._..., ..- - --_... __ ,._. _- •-' ` : -iii' n South Elevation (Side) N W _ Q Z W J Roof Level _ _ _ _ _ 15 00 44' - 101/2" COPYRIGHT KDI©2017 N 04 THESE DRAWINGS ARE NOW AND DO REMAIN THE SOLE PROPERTY OF KHALSA DESIGN INC.USE OF THESE PLANS OR ANY N FORM OF REPRODUCTION OF THIS DESIGN p IN WHOLE OR IN PART WITHOUT EXPRESS w --- WRITTEN CONSENT IS PROHIBITED AND' Q SHALL RESULT IN THE FULLEST EXTENT OF a " PROSECUTION UNDER LAW 19 _. REGISTRATION N N — HARDIE CEMENTICIOUS LAP SIDING; " upi — 6"EXPOSURE-BOOTHBAY BLUE �� D ARCy E ca cn .. iVU. PVC CORNICE oCAS AGE �Jw LO 04 _. '4 co N ----- — p Project number 17065 8"CORNERBOARD,TYP Date 11-29-2017 Q --- Drawn by TMC o Checked by JSK N .., --- --- Scale 1/411 = 1'-0" 3 REVISIONS p O No. Description Date 2nd Floor Level _-----=_ --- _ :_ --_ _:=_—-- _ _:_._ ,r — WOOD RAILING ' 22' 0" " PVC TRIM ca I O 7.7 —- STONE RETAINING WALL W/ PRECAST CAP ENGANGES o RAMP HANDRAILS @ ,' ,' \j PERIMETER OF RAMP o { (BEYOND) all a� rn 1st Floor Level Rear and Side O 12' 0AN " Grade's __ -=_ - -r: �� �- Elevations I II a. - � � ,._.._ _..____ i i,__.•.__ ; ;_.___. � 'i__ _ ;_____ � ..__..._ I i -I -----III- _ I I I , I._.._ ! I - I ! _ I I � � I-----I i I---I � -li i I�- _ iI 1 I i I A=3,01. ti ILI A n West Elevation (Rear) O N COMMUNITY BUILDING N N r - - - II PROJECT NAME 4 COMMUNITY t , BUILDING PROJECT ADDRESS 60 Grove Street Salem, MA CLIENT II LAR Properties. LLC .. ARCHITECT Ai i, — :, :'r-_"'_.-`� ._..._., "_� •... ',: ..... ?jam— '�� —. , , U IL } I ti KHALSA �I v -- { :I _ _ , I r 31 r4 r, - _ 17 IVALOO STREET SUITE 400 _ _— { TELEPHONE:617-591-682 FAX,617-591-2086 I ! - .7 qq i r , CONSULTANTS: g jj t t �, i n t r � Fq ki 777 4. ti i y A � - • I N W 5 Pers ective 4 � CK W 00J Q COPYRIGHT KDI C 2017 N N Rmr.,..,..rr., M-_..-,-,,.w...r-msw...."a..,r..+-.,--,-.....v...,,. ".. ..,w,>«...-......s -,...,. «. .., ,,..,-• ,... ... .«_........-..,....., ,,.r.,-_ +.. :, -,.,.,,. .. .. am.-'mr^"'"` �.`", ,� ,�d,,,n,�a.�.,�,..� .-... .�...,..�....A. „.�.:�,•��,._,....�. ,.�„_.. ..��:.� w.._,�,....,, _w.�,.,...� ._.m,.,.�..�..,,.: ..��,..�.�.�.,..�. THESE DRAWINGS ARE NOW AND DO �- REMAIN THE SOLE PROPERTY OF KHALSA t DESIGN INC.USE OF THESE PLANS OR ANY N FORM OF REPRODUCTION OF THIS DESIGN d IN WHOLE OR IN PART WITHOUT EXPRESS w WRITTEN CONSENT IS PROHIBITED AND' Q / SHALL RESULT IN THE FULLEST EXTENT OF a 1 PROSECUTION UNDER LAW 1 / - s - �-- REGISTRATION N co d ARGH/l a� m Ivo. r v f: A aLO _ _.. / _- - - --w 0 con / y _--- �-t' .. _� ...__:__.au. -�., •--- ._ _: ,_v: � ,., _-- _ _-- _ �___ __ �----a _ _ Project number = 17065 U , , y ,*ms's ._ .:,_ .,H,�. �-,><- .: -.:_R: _ - 11-29-2017 Date d T �. .:is •._,___ : I _ Scale 12 t i 3 _, - _ � REVISIONS _ � , 0 M ICD ;— - - =:_ __ - - ___.___ No. Description Date _d _ a� r-. co 1 LO 171" ,.I^r �s� v/ r - ^7 : I 1 k G , .� I . _.. i .-�, 1Ll yy _. ppp .._...._.. _ ... ...E •, :'7""-I :. T, .:ZZ��Lj _ , r , f i i 1 F II I+ , I }, �r Perspective Views , _ _ N Perspective 2 _ I. — C1 N . n Perspective 1 COMMUNITY BUILDING a BIKE PATH ACCESS/CONCRETE PAVER NOTE: GRAPHIC SCALE OWNER TO INSTALL REMOVABLE BOLLARDS I \ WITHIN 5' WIDE CONCRETE PAVER WARNING 40 o zo 4o e0 1so STRIP IF UNAUTHOIZED VEHICULAR ACCESS `- BECOMES PROBLEMATIC: ��DUST: CU 1 REMOVABLE / - ' - I SB/DH ( IN FEET ) i BOLLARD / ' - \ 1 I(HLD LINE) 1 inch = 40 ft. OPO — _� \ 25' WIDE paa � ..1� 7 \ S.E.S.D. SEWER 0\j V i / i MAP 16 LOT 377 \ EASEMENT GR �IIDO �'� i (1 HARMONY GROVE RD.) S6/DH I _ ' _. MAP 16 LOT 238 �1 _- ..___ 20 909± SQ. FT FND & HLD-. �_. \ 0 ._ ._ _ ...• _...:.._ .. ..HISTORIC HIGH , _ 1`' - - � � 5 _ i / i I .. -. - . .. I N/F WATER LINE O p,`( �� �1\^ V`I �� / • '/ 0.48 ACRES � _ � � _ I 50 GROVE STFdEET REAL EST, LLC \� I LAND COURT PLAN 33813A _ -�-� — NORITH RIVER CALLL — TIDAL 25' WIDE i i HISTORIC HIGH I \ O� -- — WUUD & METAL � '� S.E.S.D. SEWER i �- \ WATER LINE C' G BRIDGE W/ 8 PIPE REMEDIATION AREA I !y EASEMENT.- DECK= EL. 9.2± SEE SHEET C-10 9 IC,•(� -� REPAIR EXIST. . . _.__ QIS�R / / BRIDGE FOR PED./BIKE S�RI�— / - USE IF PERMITTED 1 \ ' gPQ O% cAa BY MAssDEP I \ I MAP 16 LOT 237 O rA I U m MAP` 16 LOT 239 HISTORIC HIGH m Q 60 GROVE STRREET \ 'S' � >� 13 1/3/18 REVISE 60 GROVE ST ( ) WATER LINE G. -i = 1-I= (3 HARMONY GROVE RD. _ _ . \ = H- = f.- \ LWALKWAYS i ~ 35 561 SQ.FT. ) HISTORIC HIGH 26 946 SQ.IFT. -9 �f 111/29/171& I I ear' �� � U �,.�I U U W I U W 'AiREVISE 60 GROVE ST LAYOUT REMEDIATION AREA EXIST. p I �""' W 1 I-- W WATER LINE \ Q W I�-- W 0.62 ACRES sJ 12UPDATE GROVE 5T COND. (SEE SHEET C-10) Z Q m Q = 0.82 ACRES = Q = UPDATE 60 GROVE ST LAYOUT --� MAP 16 LOT 378 RAILROAD o m to 1 cn - . _ - - , — - . ---�- \ - 01 m to _ - - - - - - - - _ PROPOSED 117/30/15 —1" OMTS - — • - CROSSING- - -I- _ - - -. - - L . - - -�: —- T- - - • . . - • - - • - • - - . - . - . - • - • - • - - - - . - • - - RERSE W L NEA (rJ HARMONY GROVE RD.) � � -- (- - REVISE WALL NEAR BUILDING 1 ± . FT EASEMENT PROPOSED s u p 10 12/1/14 -p 44,432 SQ 1 REMOVABLE I FENCE ALONG I �n Or`I T /� ENTRANCE CRETE v TRANSPOR TA TION R R CROSSWALKS ATGARAGE & ADD SIGNS. REMOVE p 1:02 ACRES '-'-'- 2 BOLLARD BA I TRACKS R.R. TRACKS _ I } H I I ff 1+f fH♦��FH H ff H H f �1 If-I-I-I 1-11{-1-11�-�H-ff�I BOLLARDS ALONG BIKE PATH & p I •� II I+NfFffln,r, rn� ; , � i,i �� i_i_ I++i HHFHHHHHF+f11 }I_I_�f.H i� 'r'rIHEF{tI- iI+ F}�H4 ;IH PR OSED 6 TRACKS {IIHi�I1IFi-HII HH}FiII�IIIf{-Hlfl {I+} ffHf}}IHFiIiH1HFH-* -I- f- 41 rrn-H+H1-x111111 �rrnnmTrillHHf}f-1fF 'lffHlHHf�E�1f1HH{-I}hfFH1HfHHHIIHII}fiflffl{ i1fH1+IHf1IfiHI-I CHANGE MATERIALS. (!1 FENCE ALONG R R. TRA I}{4I� } � , -+ TR CK H 4i tom''' '' I I '- " �- I 111.1 8 OVER RIVER. WIDEN PATH & 9 10/16/1 REMOVE PROPOSED BRIDGES TIS = --�-: .-- 1 -� -_ ...� �_� .'^- z N© VEHCILES" �� U - '--`--`�• �-=r•'=---� �*' ' �-'=• - SIGNS � PROPOSED 6' !� PATIO 3.4 WESTERLY PARKING LOT FOR -1 H , - ?a I' _: "ac.r_ 5' WIDE CONC. C : �: �_ ,: _1 '-:,C3r.: _,L ., :. COMMUNITY EMERGENCY EGRESS. ADD 1 SSA :_ _1z,t_:,.r�:�:'.•'•;,� - - -_=`'`•-s` - FENCE ALONG I � �.� _- MA �, _ - _ R.R.v.,x .. ., • : ---:=-: -- . . ,--- -.`.�-�.: PAVER WARNING �a } � , ~' FENCE ALONG RR TRACKS & 1 TRACKS ILD NG STRIPED \ ��STRIP (SEE NOTE) _ �� LANDS > J LOADING 24 24 `f RIVER. REDUCE N0. OF UNITS. SHOW GROVE ST. PROPOSED _,_e��I 25' Wlp CAPED AREA STRIP ISLA = 1 •-1 �' - 3.5' FENCE E �UZ T r} _ RECONSTRUCTION WORK. TYP 0 2) CURB UPDATE TABLES. STRIPE SITTING =�;,;, PROP. FENC ENCL D _� � 1 ._.•�� 25.0 BENCHES n \ TR & CYCLI 4,�-� 1 (TYP) ,BIKE RACK O ® __-..---- BULK TRASH t / \ � � '�- 5 � _ �' STOP \ ISLANDS PER FIRE DEPT. MONITORING STORAGE AREA / �= HAND A I B STO GEA A BI �� =� REMOVE PARKING & DUMPSTER 1> WELLS WITHIN FENCED i / ;•,o- RA ® TYP CH B DING) �� & T CCNC � I NO ; • p 7-�/ � ` � $ 3/10/14 FROM REAR OF 60 GROVE ST. 1 (TYP OF 4) ENCLOSURE t ` ESR=CY PATH �� _� /` / 7 R�i �� ® INTERPRETIVE NOTE GRANITE CURBING AT 111111 II Lq V G` G _® SIGN W/ PAVER 7 4/25/13 ENTRANCES I I t � �� " L RANI TE SURROUND r- - - •• ` -Q P PO B DIN #1 - •``- •� � � � T�Q BLOC �- . ADD RELOCATED MATERIAL Z ; I l7 P / I � K RETL - 6 3/11/13 CELL t 1�'' RELOCATED �Q - � W a ' ADD 1&5 HARMONY GROVE t I � '"' -1 \ RE T ECT I = IP OSSD LK W ( AR U) ER \ _� � , � �- 40.0 TO L: --' / / t MATERIAL CELLMO N I 4 UNI P -� _� PROPOSED E s- 5 11 6 12 AREAS TO PLAN ;I (GRASS) i n� - -- _ TYP N.O. OP ED �_ 1 N 3.5 FENCE `'I \ _ ( ) PR OSED UI - r Q _ ADD 1&5 HARMONY GROVE �m i B E RA CO RETE _ �► W Gq qG IIVG #2 '_ -� T. 10/1/12 � W "NO VEHICLES" ROAD TO PLAN. RELOCATE PED m S EWA UND �` 14BIT _ T SIGN _'n - -- BRIDGE. UPDATE TABLES. `GD �� ITS ------------� � I PER UILDI ) ;. _ r �`----------- .� SW. . EMERGENCC PATH-�� V � �. 9.6� RE WA. _ I O \ �. ..--� . h"r• IKE R IK E -- PR OSED - P POSE � _1' Lq �-� CROS LK UPD\ :. _ ^- _ .- - y •- -. __ N �- 122.7 , "� t OTE, /12 ADD TABLE ABTE LESOF AREAS.. AREA LC. _ _ _ � ,. _ . .,-> . .: :�. • - ~ - - _ - _ (TYP 2 HIST RIC GH ( _ (SEEN 3 s/1s ` STOP SIGN & ~- -_;: _ .,.:. " TYP BUIL2 G) -_ SHEET C 3A I 2 7/15/12 HATCH RES. USE; ADJUST RES >- IIIIIIIIIIIIII� BOUNDARY ALONG BLDG 2 &3 STOP BAR (TYP) �, L 9. =`" OPO ED UI _ 1 5' WIDE AND DRIVEWAY. UPDATE w� G L G - - , rl )NC. PAVER TABLE. - -� ._..�,., ..• 1YP ' - - ,. ,.,... NCR A 3 ® � • ON I MAP 16 LOT 236 \ ==_-- 1 SIDE LK C'E ND WARNING STRIP{ ADD MATCH LINES. REVISE #60 =- __• (4 .0 SEE NOTE) 1 6/20/12 GROVE ST. LAYOUT. UPGRADE MAP 16 LOT 217 (64 GROVE STREET) - I N/F 234,152 SQ.FT. (TY TS) \\ IST( HINE SIDEWALKS & CROSSWALKS. #12 SARKES I ` 5.38 ACRES "CAUTION: 1 N -F i - EXICURBRA AT ADD PHIFT EDESTRIAN IST. BRIDGE. 1 Sgt =.:.:. VEHICLES > -- -' -�:r -: ° E ANC s=^ WIDEN VEHICLE BRIDGE. #6 EXITING" SIGN V � � DDB RACKS. V p - I 10 I V • -.:_�:._. - -BP DIS - - - - -- -, , A BIKE BPD DISTRICT L MAP 16 LOT 218 - � - - - - - - - - - - - - - - - - - - - - - - - SIL VER - - NTF- R2 DISTRICT I 16. f _ No. Date Description .(PUBLIC WAY ,,, � ` FLORES I Revisions _ - n e �o TE MAN 16 LOT MAP 1fi I - 0 D 4 PO p ,# 1 1224 LOT 225 MAP 16 - - I N I N/F 5#34 N/F OT 227 , /// `/ :SHE±. SHEDM 1 30 CROSSENTRA AT I I � / #28 STOP SIGN = RESIDENTIAL SPACE o MAP 16 LOT 76 / -\ MAP 16 LOT C�NLEY I TUCKER N/F 1 PROP. AND STOP I m N/F I 223 I I I I ,#32 LAWSON I - •- - - - FENCE BAR (146,855 SF) 2 —I 1FLORES , # \�� % MAP 16 N/F I I I I WALL LOT 222 RESTATE L 1 MAP 16 LOT 2301 ALL I -\c>� ROBERT s - MAP 16 N/F TRUST N/F I "� I H NOTES: o ! �- G LOT 220 ,' I ' '` DEMEULE 2' c� m N/F o KOHLOFER MAP 16 MAP 16 LOT 2321 ®IT. CONC. PARKING �# GCIvLlry 1) REFER TO SHEET N-1 FOR ADDITIONAL NOTES I - 1 I I - I N/F I I #36686 BLANDEN I � I I I Q Q � LOT 231; MYERS I ' ,; ,,, ,; ,:; ;, MAP. 16 � / � z AND LEGEND. I #44 I .I I N/F I ;;,1„ I I ' /#10 MAP 16 LOT 235 I> ; I #20 ----� MAP 16 N/F #48 � I I ROSS , #24 I ,... I MAP 16 LOT 229 PAR ING I ;MAP 16 LOT #6 LOT 234 LOT N/F I=,' o #40 #381" #36 BIT. #30 i I (8± SP CES 233 N/F CONC. N/F =1`� ) - r«/F CSWIGGIN PATTISON BASH - - - - � I SPERIDAKOS I' - --.-,.:Y �_____ s� •- - - - - - GRAN. cRANITE CURB 1 BEA VER STREET � I POST ZONING CHART REQUIRED _ - I (PUBLIC WAY N 30" WIDE) I FND r PROVIDED -- ` PER PUD 1 - - - - - - - - - I - - MIN. LOT AREAS 60,000 SF 362,000 SF L r`� .Y , Grinin, ' FOOTNOTES: } . �., MIN. LOT FRONTAGE 100' 161 .37' '= }� ~�.�. En ineenn , 1) REF. SECTION 7.3.4.2 FOR MIN. FRONTAGE REQUIRMENT; R2 LISTED. �,. .} , ,-� g g MIN. LOT WIDTH -- 164.1 GRAPHIC SCALE _ --- Group, LLC MAX. LOT COVERAGE BUILDINGS -- 14.5% 2) LOT WIDTH MEASURED AT THE REAR OF THE REQUIRED FRONT YARD p� SETBACK FOR R2 ZONING DISTRICT. 40 0 20 40 90 180 MAP 16 LOT 242 - MAX. RESIDENTIAL SPACE 50% 39.4 3) MAX BUILDING HEIGHT OCCURS ALONG FRONT OF BUILDING 3. N/F _ MIN. FRONT YARD DEPTH -- 106.4' HARMONY GROVE -�"� - 495 Cabot Street, 2nd Floor SEE ARCHITECTURAL . DRAWINGS BY BEAUDS ART, INC. - " ' - --- ! I I Beverl MA 01915 MIN. SIDE YARD DEPTH -- 4.9' CORPORATION _ _ �� _ - ' y, 4) 216 SPACES PROVIDED FOR RESIDENTIAL PORTION OF THE SITE ( IN FEET ) MIN: REAR YARD DEPTH -- 40.0' i inch = 40 ft. - (1 .67 SP/UNIT). 15 SPACES PROVIDED FOR THE COMMUNITY - _ MAX. BUILDING HEIGHT FEET 50' 44.15' BUILDING. _�- - - 25' WIDE R1 DISTRICT Tel 978-927-5111 MAX. BUILDING HEIGHT STORIES 4 4 5) LOT AREA INCLUDES #1 & #5 HARMONY GROVE ROAD. y _ - _ _ SEWEMENT _ J-ORI — - --'�� - -� Fax: 978-927-5103 MIN. PARKING -- 216 O /� D R _ _ _ A -- - - Y G R 0 VE _ HARMS _ _ _ - - _ _ _--- - LAR PROPERTIES, LLC �� SALEM MA - - ' - _�- MAP 16 LOT 378 -p (5 HARMONY GROVE RD.) _ - _ �� _ - ��' ! 44,432± SQ. FT I T - �— ' Ia - - - - -- - - - - _ - R �� - __�---� 1.02 ACRES ._ .ice �THOR Y _ _ NITER _ - TION +1II++ - - - R I ' 1 OVERALL -� ! — - TIDAL TRANSPORT � �++ - - -F _ - `� ; IM fi _ - VER CANAL - BAY f��11H� 4I�y � - - - - I MAP 1N LOT 216 ;�'� SITE PLAN ! - -J_ _ �- t t R) 1 TABLE OF RESIDENTIAL SPACE / i NO - �HUSETTS { {;1I+EN �H�- - -��� - RAYMOND ,�� SSA _ - _ m M A RESIDENTIAL NON-RES. �r�' USE AREA USE AREA MAP 86 LOT 135A _�-_� H}+ H h+ LOT AREA I D N/F ��.---� - MAP 26 LOT 40 I�}}H� I + 10 �� - N 60 GROVE STREET 26,946 SF 0 SF 26,946 SF SOUTHERN ESSEX - - N/F oIo 152 SF 142,456 SF 91 696 SF �' SEWERAGE DISTRICT �� MASS BAY TRANS AUTHORITY - _ N 64 GROVE STREET 234, 1 • 0700 R R• TRACKSt It= I" J_ - - -'�- 1 HARMONY GROVE ROAD 20,909 SF 0 SF 20,909 SF I Job No•• C - 3 OWN - 00 3 HARMONY GROVE ROAD 35,561 SF 0 SF 35,561 SF BOUND —� -� -I I File Name: P/P/s/h-b - _ _ �-- - 1 5 HARMONY GROVE ROAD 44,432 SF 0 SF 44,432 SF I - - _ TOTAL 362,000 SF 142,456 SF 219,544 SF I Dgk 12/20/11 1 MAP 16 LOT 237 CURBING NOTES: m Q HISTORIC HIGH 1) CURBING IN PUBLIC WAY TO BE GRANITE. 1 ( 60 GROVE STREET) WATER LINE2) CURBING ON SITE TO BE PORTLAND . e CEMENT CONCRETE. 26 , 946 SQ. FT 0w u 1- W 1 � w0. 62 ACRES. < = Q PROPOSED - - - - - - - ._. - _ INLAID CONCRETE 1� 1 AU TH ORI CROSSWALKS AT R TRACKS ENTRANCE - - -- - --- -- - --- --. __ _-_ --- -- ---- -- - - - -- -- 1 I- -�-H-� H-j-i --I-H-F 1--f-}-H I H-1-I-E-I-1-1-H -}_ I I I I 1 I_I 1 1 1-I 11 I 11 1 I l I I I I A I_I II � 0 0 WALK — 111 . 1 93. 4' 8 � PATIO a 0 LONG COMMUNITY - 1 STRIPED ACKs BUILDING > 24 LOADING 5 APED AREA IDEWDU ' e = SITTING PROP. 25. 0 4 , , CURB BENCHES BIKE RACK 9 O O _ STOP A A/ z -- _ TYP / \ ' q -- - -'- INTERPRETIVE -7./13 �- CA SIGN W PAVER --tee � n/ n+ -__ / REVISE 60 GROVE ST " �' /q L ' \ q, �1' T ---� SURROUND V ' 8 1/3/18 WALKWAYS IDA Q C _ _ _- 11/29/17 REVISE 60 GROVE ST LAYOUT 1 -tet K RE I�� _ - 7 & UPDATE GROVE ST COND. V V q / -- ' -_ UPDATE 60 GROVE ST LAYOUT , t_ L 6 7/31/15 PER CH91 REQMTS. ,•.: �`. ,, , . �0 w = --- .,;.�` ,a f REMOVE BOLLARDS AT — 40. 0 _� PROPOSED EL. _ - 5 12/1/14 ENTRANCE AND ADD SIGNS. GRq N� 3.5 FEN CIE CHANGE BIKE PATH MATERIALS. B r O _ - 4 10/16/14 REMOVE PROPOSED PEDESTRIAN ,.• - - �_ - I� R -�� - - -- - ,, -- - -'" -- -- -- - - - -- - - --- BRIDGE OVER RIVER. WIDEN ET �� wq� J N O VEHICLES � -- - - PATH FOR EMERGENCY EGRESS. T ��- [_ ADD FENCE ALONG R.R. CON O SIGN TRACKS & RIVER. REDUCE N0. I V � �� C, PA ` 1 OF UNITS. SHOW GROVE ST. ERG T� 1 '- ^+„' " . 6+ FUTURE .. _ RECONSTRUCTION WORK. ADD GROVE STREET CROSSWALK NOTE: rKE �.._,. >r :.,, ..--:_• - P POSE ` EN C Y -� �" � GROVE ST. CROSSWALK. �- =NE CROSSW-ALIS OWNER TO COORDINATE CROSSWALK WORK REMOVE PARKING & DUMPSTER K E R K 3 3/'10/14 +rK . ' -� _ � - - _ SEE NOTE WITH THE CITY OF SALEM AT TIME OF FROM REAR of 6o GROVE ST. a 1 22. 7 CONSTRUCTION. PER CITY CONSULTANT, NOTE GRANITE CURBING AT GH 4/;25/13 (TYP F 2 `� _� THIS SHEET) CITY TO CONSTRUCT CROSSWALK. GRANITE 2 ENTRANCE' ' '' RELOCATE PEDESTRIAN BRIDGE. N P BUIL G) CURBS AND SIDEWALKS AT CROSSWALK TO 1 10,/1/12 ADD RAMPS. P 111111 BE RECONSTRUCTED. ADD STRIPING AND No. Date Description OPO E� 5� WIDE SIGNAGE (MUTCD W11 -2 & W16-2p) AT UI L � /` � � ` , � BOTH SIDES OF CROSSWALK. Revisions w� N G �--- ._._./ �1 CONIC. PAVE R oNCR Gq 3 SIDEV' LK ( GE N� WARNING STRIP ` 4 1 SEE NOTE) BIKE PATH ACCESSZCONCRETE PAVER NOTE: CTY U TS) I S TO C H H OWNER TO INSTALL REMOVABLE BOLLARDS TER I N E WITHIN 5' WIDE CONCRETE PAVER WARNING �' � _ STRIP IF UNAUTHOIZED VEHICULAR ACCESS o - EXI GRA TE BECOMES PROBLEMATIC. STS ROBERT CURBI AT = � H K E R A N C =� , CRIV LIN V BP DIS 2 DI RICwoo .. 0000 7v woo OWNS Grinin :.: •• _ tip,! - x R OP O D Iti Engineering 1 :.• . _ .. NC ETE I Group, LLC 30. CROSSWAL ATS, 495 Cabot Street, 2nd Floor ENTRA STOP SIGN I Bever!y, MA 01995 - PROP. AND STOP ._ Tel: 978-927=5111 FENCE BAR- �� Fax: 978-927-5103 WALL ALL LAR PROPERTIES, LLC 16 LOT 232 - , #2 SALEM, MA N /F FBIT. CONC. PARKING 1 MAP 16 MYERS / /, + #10 LOT 235 111117 77171 MAP 16 MAP 16 N F 1 \ LOT 380 PAR ING ; MAP 16 LOT LOT 234 PATTISON - SITE LAYOUT 1 -}- 2 3 3 # N /F N �F �--' PLAN #1 ( 8_ SP CES): PA�TTISON , , � CSWIGGIN SPERIDAKOS 1 GRAPHIC SCALE SqgL%- 1"=20' I -- 20 0 10 20 40 80 STREE TJob No, 700 13EA VER Y N 30 ' WIDE) ( IN FEET ) Fle Name; p/p/S/h-b C- 3A 1. (PUE3LIC WA 1 inch _ 20 ft. Dom; 6/20/12 - SOIL TEST PIT DATA (10/17/11) -SEE SHEET C-4B- Q \ TP-1 (EL. 15.9) ' DEPT HORIZON TEXTURE COLOR MOTTLES OTHER 0-80 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH PROP. 6 80-120 C1 S 10YR 5/4 SINGLE-GRAIN, LOOSE, VARIES ACROSS PIT U NO REFUSAL, NO WEEPING, NO MOTTLES ROOTS TO 108" W U W � , �/,�' ROOF LEADER ESHWT: <5.9 (>120") W � W L-�����•�, MIN. 1 .5% SLOPE CC _ Q = LIMiT OF WORK/ 70, NE TO CB16 S ; TP-2 (EL. 17.6) L cry I DISTURBANCE j DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER (� - -- -- VEL, BRICKS, LITTLE TRASH Y - _ - 54564 FILL FLS 10YR 3/2 GRANULARA 4_ 7:5 6 6 _ _ .._. - . .. .. _ 6 74 B LS . .. .. YR - . . . - FRIABLE, BLENDS. WITH .A LAYER ,_.. . .. .,.. ... . . . . AUTHORIT1' d 74-120 C1 S 10YR 4/4 MED. SAND, VARIES ACROSS PIT -o TEMPORARY � R TR ACI\ S NO REFUSAL, NO WEEPING, NO MOTTLES III`iill_IJi IIII ' iilliil -�� ItIIIIIlLLl�_ IIIIiII- 1-L-W1IIiIIIII _IJ l I I I I I I I I i Ir_�__�_- �-i .� �-{-� SILT SACKS ESHWT: <7.6 (>120") �-T 1-i I � I �-I r I--i T 11--H-f-f- -1-H-1-E-�--I-1--{-f-�--H-I--E H-I-H-f-1-H- � - (TYP OF 3 CB) TP-3 (EL. 17.3)I-- i II d DEPTH HORIZON TEXTURE COLOR MOTTLE OTHE O 9X65 9X6 ,O 0-24 FILL -- SANDY GRAVEL, BRICKS, LITTLE TRASH RL x5 5.0� -_ f.� C =.'� - 24-36 A B FLS 10YR 3/2 GRANULAR G ` D RL XO 36-120 C1 S 10YR 4/4 MED. SAND, -SIO L \� f NO REFUSAL, NO WEEPING, NO MOTTLES .. P�-TI � o �- 0- _jjQ \ ESHWT: <7.3 >120" � C M�I-U1d I �Y SOS ON 12x0 � O NOTE; SOIL TESTS PERFORMED BY: J. BLANCHETTE, P.E. ON .10/17/11 -�- °° R C B 16 � � CONTROL �c-� BUILDING x 4 9 7 SOIL TEST PIT DATA (4/11/12) . LIMIT OF WORK 1Oxp FF=12.0 '` a� rn -' S� �. 2.5� �- 8X75 D S TP-2A (EL. 18.0) _�\ 1 DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER DISTURBANCE � �• �' '� D Cry �- 0-78 FILL -- -- SANDY GRAVEL BRICKS LITTLE TRASH 7� D QO 78-120 C1 S 10YR 4/4 SINGLE-GRAIN, LOOSE, VARIES ACROSS PIT •S9 WQSS NO REFUSAL, NO WEEPING, NO MOTTLES DOWNSPOUT ESHWT: <8.0 >120 - Q ( ) TYP �-- 1=5.25 9 X 4 9 x6 TP-3A (EL. 17.5) DEPT ORI T COLOR MOTTLES �. -- �_ H ZON TEX UR -� OTHER n / \ V �p� \ 0-60 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH �-- T P4;cO P. OUTFALL Z_ - REVISE 60 GROVE ST / _'_ ._ _ ® ® 60 72 A B LS 7.5YR 6 6 FRIABLE BLENDS WITH A LAYER 10 1/3/18 ® 6-RSTRUC E \ �' - / / WALKWAYS; ADD ROOF ® STRUCTURE -#I, -C} 72-120 C1 S 10YR 4/4 MED. SAND, POCKETS OF COARSE SANDDOWNSPOUTS PIPE INV.-4.O NO REFUSAL, NO WEEPING, NO MOTTLES _ - ® CA n/ GR ® �! \ , ESHWT: <7.5 (>120") REVISE 60 GROVE ST LAYOUT V /q A i V I � Q � T 9 11/29/17� _ ® (SEE DETAIL) & UPDATE GROVE ST COND. TSD "O C�( D D PERC. TEST 1 C9� TP-2A UPDATE 60 GROVE ST LAYOUT \ L \ _ # _ 8 7/31/15 ®:l PER CH 911 REQMTS. 1 . II ` PERC, RATES: 1.7 MPI, DEPTH OF PERC 90" ;, �. REVISE DRAINAGE ON 60 GROVE 70 ~1 QX �0 `- 7 10/16/14 ST. & OMIT OUTFALL #4. - ® PERC. TEST 2 TP-3A --'� `'�.?. � ® �'V � EL. - --- _� t,� .._••--• # REVISE OUTFALL #1 AND \ L• � __-- PERC. RATES: 3.3 MPI, DEPTH OF PERC 96" ADJUST WEIR MANHOLE. / / REMOVE PARKING & BASIN Q 6�- �e --- � 6 3 10 14 FROM REAR OF 60 GROVE ST. -. - NOTE: SOIL TESTS PERFORMED BY: J. BLANCHETTE, P.E. ON 4/11/12 L>L O CK - - - -- - 5 2/30/1 REMOVE BLSF COMPENSATORY _RE �' ` _- . - --- -- - __.... -- -- -- - -- FLOOD STORAGE AREAS. REVISE ® I/1/�LL PATH GRADING & NOTE 3. IRA DEED = "�-_ �x�, ® V� '�- �_- PRECAST STRUCTURE SCHEDULE • ADD BLSF COMPENSATORY D .RL _TOW \--- TW-22.0 -�� EL 9 ' INV.=12.0 �RL� 1 \ _ _� CB5 DMH5 5'� � DMH11 4 7/5/13 FLOOD STORAGE AREAS. _ -� RL REVISE STORMWATER B 21 - -'•''''• \ '' _ RIM=15.40 OMITTED p � RIM-19.00 TREATMENT DEVICES. s: RL- �� -�" INV.=16.00 I(in)=9.43 (18") " 3/11/13 ADD FORAD RIVERFRONT AREA .. 3 RLQ_ D DMH 7B --'\ �► V CB6 I(in)=12.20 (12"YD) YD2 6LINES. „ RIM-20.75 RELOCATE PEDESTRIAN BRIDGE. TW-21 .0 R��_ �- - - _ -�1 \ I(in)=12.20 (12 ) - 2 ,0/1/12 L� 1� `�\ ,� , ��^'' RIM=15.25 INV.=11.50 ADD RAMPS. D \ X , INV.=12.25 I(in)=12.20 (6")„ 1 9 10 12 ADD LIMIT of WORK/ _ / �, \ S D\ I(out)=9.33 (18 ) YD4 12 / / DISTURBANCE LINE. �� PR 0 OD WQ�2 �., C67 RIM-16.00 No Date Description ' Q 0 ® _ RIM=14.00 DMH6 - ' ROP. 8 �� SES B PROP. 8"� _ DMH7A ' UIQ RIM=14.40 INV.=12.70 -, INV.=11.00 Revisions �:-:• ROOF LEADER \ W� G DIN(,` \. x � I(in)=8.95 (18 ) WQS2 / GARAGE #,3 ROOF LEADER a �• 1 .5'o SLOPE > �� GE U tr . ' CB16 I(in)=10.60 (12 ") (6' 0 DOWNSTREAM NDE 1 � SLOPE \ RIM-8.75 I(out)=8.85 (18 ) DEFENDER) YD V TO DMH3 X43- R v YID INV.=5.75. UMI T TO DMH7B RIM=9.75 ) S) TR D 1 /� DMH 7 A 5 0 " q G � I(in)=6.00 (12 ) �mL - l �O ' f V 1 , \ C131 7.18&22 (BYPASS WEIR MH) RL �v� • 0 I(out)=7.00 12" r ' �. OMITTED ( ) . j R ��R F�� PROP. 6 o �1� _ " r9. L �Q 2 1 WEIR'°.25 wR -�' X N� ROOF LEADER �� �� \ TEMPORARY \ CB21 I =7.10 18" ® WQS5 � `. OBERT :. s i .. . .• _ L LEll4 CONSTRUCTION RIM=9.00 ( ) ( ) (4'0 FIRST DEFENSE) GRFFIN ' st p MIN. 1 .5% SLOPE � � \ '� I(in)=8.o0 (s") CIVIL `� ' _. -:_. , . -- . __, � \ � � INV.=6.00 „ RIM=10.Of " � �- HPI(in)=5.44 � � ENTRANCE /(out)=7.o0 (12 ) (12 ) � 5 �,' ® TO DMH5 2 �- 1 0x82 X14 ,� /(out)=5.44 (12") �!I�IAa.., � V • --: - RL ... ._-..:•. r , _�_�- TRD(TRENCH DRAIN) l(out)-7.00 (18 ) : -�� -(�L / M H 6 - 1 �;� / RIM=10.95 DMH7B (5'0 MH CLEANOUT O RIM - ,w ' p t_ ` S. ,/ LIMI T OF \ INV.=10.40 RIM 9.50 D ``'�8-- TYPICAL = 7.: -� o o � � �> I(in)=6.50 (8") -D , -�'' ( L B6 - _ WORK/ \ DMH4 I(in)=5.50 (12") D 22-- ---CBS - - p -=-- � D �, v DISTURBANCE �� RIM=19.20 I(in)=6.50 (12„) 1 X,30 TW=28. .20 = I(in) 12 25 (18 ) I(in)=6.00 (18") -7. --� - .� __ �Ci� I(in)=15.88 (12") " 1 C B 1k 7 /(out)=12.15 (18„) - _ •�4 , Ox 7 _ TW=20.0 - _. , t - r TW-22. rtain, 0 r � I(out)=4.20 i•4•_V �v�4- -1 ;Az _,:_:. = •• / *YD4 TO BE 4 MANHOLE WITH 2 SUMP AND BEEHIVE GRATE %�; '-'.4(. Engineenng -- - _ ' - NEENAH MODEL NO. R-4340-C) 2 2 - �\\ PIPE SCHEDULE 495 Cabot Street, 2nd Floor �.., SHALLOW - _}-- --� � \ Beverly, MA 01995 ,2Oo p - SWALE \ \\ \ \2�� '� U �� ` .. \ \ PIPE LENGTH DIA. SLOPE F j (�A _ \ „ v�V! -- '� `32 �\\`\ �''�� 7 1 \ DMH3 to DMH4 166.8 18"0 1.5% Tel: 978-927-5111 ! / ❑ m Q Uwlvw 10O' W �F�- _ Q = ZONE S S i - AUTHORITY • L I I l I l I I I I I I I I I I I 11 if III f III_L1 R TRACKS 1111114 : +Lj - TII { 1 11III I { � RL EXTEND WATER w. ... . . 'O G D Rpt SERVICES ____S 2 D RL - SI ZES---T.B.D. PATIO C ) �� 0 RIM=.10.3 --_ �{� O �a t I �r C COMMUNITY - n I(IN)=6.85 '- VV R 5� OUT =6.80 BUILDING w ,\ g --_ w �� s G PROP. TC WALL p do �P_ C �� MOUNTED LIGHT S _ (TYP. OF 3) PROP. GAS I - -- SERVICE . C /v NEW 6 ll S 6f SEWER o / V _ S SERVICE _ ERV __ 6 SP 'Ill TID11e c _� �..._,,�� a // stvl K -_ �--- L RET S PROP. LIGHT (20' RIM=10.3 WALL MOUNTING HEIGHT) S I(IN)=5.85 �� ' = `' REVISE 60 GROVE ST -- 10 1/3/18 WALKWAYS; ADD ROOF S Gf� I - UT =5.80 8„0 SDR35 PVC �• 9• 6� �-`•_`� . � ��/I- - S=0.005 FT FT \ � UTILITY POLE LEADERS & DOWNSPOUTS 8” _ „ RELOCATE _ K SEE NOTE TO BE_ -- REVISE60 GROVE ST LAYOUT DING � /, _ _ _---` D ____ 6 11/29/17& UPDATE GROVE ST COND. ■ ��j ICA® �__ SDR35< S L� 2 �C 5 BY CITY — 5 7/31/15 MOVE NEW TRIPLE GATE IN VICE. EDI RLQ--� PVC S W R� �_ -� � -�- - REVISE DRAINAGE ON 60 OPE. � 0. O _EL• 4 10/16/14 GROVE STREET & STORMWATER R� 04 F�' - - 9 6 /_ _ _ _ - - OUTFALLS. ADJUST SEWER . S ® —' -----�_ INVERTS. I ' 11G Rpt D R� D D 3 3/10/14 REMOVE PARKING FROM REAR OF 60 GROVE ST. S 2 12/30/13 ADD NOTE 5 & 6 ' —`RI O SMH4 p' ABANDON EXIST. 1 3/11/13 LADD INES. RIVERFRONT AREA L PROPOSED QD RIM=11 .0f S WATER SERVICES No., Date Description REMOVE ALL S PROP. 8 ED gU�L I(IN)=5.65 �� �---- �. 8�c .VALVE PIT PER EXISTING ON--STIE W j G D/N� PVC BUILDING s I(OUT)=5.60 y,15V• .+ z Revisions UTILITIES UN ARA3 SEWER SERVICE. �� 8'' E CITY STANDARDS IL ES LESS GE UND NOTED OTIHERWISE. (43_ ER MIN. 2% SLOPE. SO �'-�-- UNC TS l EXI p EXIST. � � MIN. 18" J M S W TER kC ')WV 0 VALVE Wim .:. o UF�ER SEPARATION MDC TRAP 0 0 PIT ESMH1s _ S 'LRT ZONEAT CROSSING `� RIM=11 .25 S 04 �� 9 G - S „ R FT f--� ROH_ I out)=7.0 EXIST, $ WAT,[=m � GRIFFIN ' ( VY CIVIL G y o S v' W W EXIST. 10" S WER S — S #36686 W S ESMH2 ' �- � - G `�� S RL .r p -- G a �D � ►'V -_. —� R G j 1-D G �� D �0% DD — D G -- =�a G — - D ��` � �- r - -- 61, wl Iff am AV S NNECT r Grarin, Engineering " ,. Yo SERVICE EXISTING SMH Group, LLC REMOVE & RESET PROP. SEPARATE 4"0 SIZE BY UTILITY RIM=11 .30 UTILITY POLE. POTABLE WATER SERVICE 8c • PROVIDER I(IN)=5.20 (IN)=5.20 >-- 495 Cabot Street; 2nd Floor G 7� Beverl , MA 01915 20 � S RISER DOWN TO FIRE PROT. SERVICES. SEE I(OUT)=5.15 Y 0 w F'RO ETG XFORMER, PADS.. . NOTE 1 &3. TYP EACH BUILDING SEE NOTE 2 G ��, ETC ) ) yY S Tel: 978-92T5111 N C- Fax. 978-927-5103 . - . � ,. WALL � w I ' v � NOTES: 1) FIRE PROTECTION BUILDING SERVICES TO BE SIZED BY MECHANICAL ENGINEER PRIOR TO ISSUANCE OF BUILDING PERMIT. �r -- ROP. 8"0 CLDi �, ALL WIV/ r 2) EXISTING SEWER SERVICE IS CURRENTLY BRICKED—UP. CONTRACTOR TO PIPE. MIN. 5' ' REMOVE BRICK AND VIDEO INSPECT EXISTING SERVICE CONNECTION TO THE LAR PROPERTIES, LLC ' 0 MAIN. CITY TO DETERMINE IF SERVICE IS ACCEPTABLE FOR REUSE OR 1 6 LOT 232 COVER #2 NEEDS TO BE REPLACED. REPLACE SERVICE WITH 10" SDR35 PVC IF SALEM, MA BIT. CONC. PARKING ��//i � REQUIRED. CONTRACTOR TO REBUILD INVERT AND REPAIR DAMAGE FROM _ N F I BRICK REMOVAL. MAP 16 / 3) COORDINATE BUILDING SERVICE LOCATIONS WITH OTHER DISCIPLINE MYERS , lr LOT 235 DRAWINGS. #10 ' MAP 18 : EXIST. SEWER ! 4) REFER TO SHEET N-1 FOR ADDITIONAL NOTES & LEGEND. MAP 1 6 N/F SCHEDULE 5) CONTRACTOR TO VIDEO INSPECT EXISTING BUILDING SEWER SERVICE FOR I LOT 234 LOT 38r) �,,,• A2 60 GROVE STREET AND REPAIR OR REPLACE IF NECESSARY. MAP 1 6 LOT j P A TTI S O N ESM H ./ ��. 6) CONTRACTOR TO PRESSURE TEST NEW SEWER MAINS TO VERIFY WATER UTILITIES PLAN N F TIGHT CONDITION. I 233 N F � , RIM=10.26 -�° PROPOSED 7 CONTRACTOR TO VERFI PAT -ISQN INV—J�.QB ) Y EXISTING SEWER MANHOLE (ESMH2) INVERT CSWIGGIN TRIPLE GATE PRIOR TO SETTING ANY STRUCTURES OR SEWER LINES. SPERIDAKOS VALVE I _ ESMH2 GRAPHIC SCALE S� 1"=20' 40 0 RIM=11 .28 20 40 so ISO TREET INV=5.13 in U3 . fob No,: goo E VER SAY 30 WIDE) ( IN FEET ) � . 4ID.� P/P/SIh-b 1 111 K6.3 F-7-7-" rl: - - - ---2 C— 5A I/�/ • I'. (PUBLI.� 1 inch = 40 fL g 6/20/12 MAP 16 LOT 238 GRAPHIC SCALE N/F 20 0 10 20 40 so e 50 GROVE STREET REAL EST, LLC604 PL LAND COURT PLAN 33813A 1 13 IC3 111177-r-1 ( IN FEET ) MAP 16 LOT 239 \ 20 fiw 3 HARMONY GROVE RD. EXISTING i inch = 35,561 SQ.FT, RAILROAD BRIDGE 0.82 ACRES ABUTMENTS ``► . . A :PROPOSED 6 ..._. HISTORIC HIGH _ .. . _ PROPOSED 6 RAILROAD WATER LINE HISTORIC HIGH CHAIN . LINK -FENCE - - WATER LINE CHAIN LINK FENCE I V 1 1 '`� ALONG TRACKS ALONG TRACKS l-F IST r.. � � if Il- (3)MP + + + -}- + (3)m + + `\ (1)Ac (1)Ac (1)Ls 1)LS (1)Ns \ Q 8 G 5 Iv (5)PJ + O 1 Til + \ O PATIO \ -_ (2)Zel MAP 16 LOT 237 (5)19 (3)19 (1 Ac t. n 0 \ - LAWN (60 GROVE STREET) Z- \ COMMUNITY - v (2)Vd _____ 26,946 SQ.FT. LAWN Perennials (3)Rr •: -� \ (1)Ac BUILDING LAWN ----__ 0.62 ACRES Perennials -I- - z (3)19 (1)P0 _ (1)iv (1)Ac (4)Iv PROP. , 24' ` ' BIKE o-UJ Perennials 24 a \ Perennials (2)Hm 3)Hm . _ ....;- - EXIST. GRANITE RACK (3}Hm (3)Pj 3 Rr Perennlals- BLOCK RET. WALL _ (3)Ig 2 ( } �- .=: PROPOSED O y 3.5' MIN. FENCE � '. _ 1)0a (6)19 PROPOSED (1)P0 - f ---- 3.5' FENCE - (3)Cs 3)Mp )MP (1)Ac _ N \ T. CONG _ 1 O� / Q (1)Ac LAWN EMERGEN Pq, / ` yf. __1_ 1) v Perennials (3)Cs ..,�, �R _ ® (2) EXIST. PLK O 9 5 -WIDE � * -{- + � � .�,� i-- rl�,�L �/\/ _ ' 10"u� `N CONC. PAVER + + + `----� � �`� Ls 1 ,:, ; ----_ __.._.___ _. (3)Rr i \ --!- I S T ,�I AIN WARNING STRIP -� --: - ( } -._ _ - Perennials __-_ _�.__ (1)JV INTERPRETIVE I + �., �- �`-- _ PROP. BENCHftm - — SIGN W/ PAVER + - _ ~`' -. PROP. BENCH (TYP OF 2) Perennials F.* .. . ' —SURROUND (TYP OF 14) .. --_... •--..._ + .--= � PROPOSED PROPOSED _ 3.56' FENCE 3.5' MIN. FENCE + + 40 ) (2)Hm - . HISTORIC HIGH 0 WATER LINE _ - �.: -�- Perennials �-- - - --. ----- --- - - "`..G�..A-NI TE - -- - - - -_ PROPOSED BUILDING 2 � —``�- = .:. � LAVIVN OCK RET L W/ GARAGE UNDER .Y: -� - _ ,, wA L EXIST. Box I CULVERTS (43-UNITS) - . CONCRETE .-..: •=': ----� :w SIDEWALK ;B + �' �-. 1 ;- :� _ TYP ", - - -F- ( ) a, + ._,.z ..� x + -�- & EMER CONC Pq 7-H e _ BIKE �-•~---�. GENCY I-qN H _ - : :._ r- :_- : : :�:.... -.• -ry REVISE 60 GROVE ST LAYOUT; E , 1 113118 ADD FENCE DETAILS PROPOSED 1 + f x CONC.SPAVIDER ya . BIKE RACKBIK164 GROVE S TTYP OF 2 � V+IARNING STRIP ® RETAINING PER BUILDING) No. Date Description WALL PROPOSED BUILDING #3 Revisions W/ GARAGE UNDER + C43—UNITS) HtsTORtc HIGH WATER LIN:?LAWN MAP 16 LOT 236 '/ v (64 GROVE STREET) 234,152 SQ.FT. - \ \ �q� ROBERT 5.38 ACRES ( GR IFH. m k, a �Il� s FIN x CIVIL #36586 .. V .. .. •• . LANDSCAPING NOTES. l -� F PLANTING SCHEDULE 1. NEW IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS THE SYSTEM SHALL BE EQUIPPED WITH A SOIL MOISTURE SENSOR AND RAINFALL SENSOR TO PREVENT UNNECESSARY iWATERING. CORNER POST 10'-0 MAX. L E G E N D TREE KEY AND LIST: CAP (TYP.) 1-5/8" Dla: �oP KNUCKLED - - PROPERTY LINE QTY KEY BOTANIC NAME COMMON NAME SIZE RAIL END RAIL (GAL. STEEL 2. PLANTING MATERIALS AND METHODS PER MASSACHUSETTES HIGHWAI Y DEPARTMENT SECTION 771. PIPE SELVAGE 7 Ac Acer Rubrum 'Armstrong' / Red Maple 3.5-4" .cal. _ ASSEMBLY ) EXIST. GRANITE WALL EXIST. BUILDING 3 Am Ameianchier randiflora 'Autumn- Brilliance' Serviceber 6-7' ht. 3. ONE TREE OF AT LEAST 3.5" 'CALIPER FOR EACH 3 PARKING SPACE`S. TOTAL TREES REQUIRED TO BE x x jrrrirrrrirr, - - 3 JV Juni erus vir iniana Eastern Red Cedar 6-7' ht. PLANTED AROUND PARKING AREA IS J. TOTAL PROPOSED TREES ADJAICENT TO PARKING AREA IS 5. \ EXIST. EDGE OF PAVEMENT t � Y`` Griffin 3 Ls Li uidambar st raciflua 'Slender Silhouette' Sweet Gum 3.5-4" caL w w --� -- - --�- EXIST. CURB %` �t=� El1g/rleel�ll7g 4. LANDSCAPE DESIGN AND PLANTING SCHEDULE BY LAURA RUTLEDGE, REGISTERED LANDSCAPE ARCHITECT, '.,:, ,;.-x 1 Ns N ssa s Ivatica Black Gum 3.5-4" cal. 2 DIA. LINE OF BEVERLY, MA. I MEAN HIGH WATER Group, LLC 1 Oa Ox dendrum arboreum Sourwood 5-6 ht. POST (GALV. 3 Po Picea omorika 'Brogan' Serbian Spruce 6-7' ht. TENSION BANDS r STEEL PIPE) OBSERVED LOW WATER 3 Th Thuja 'Wintergreen' Arborvitae 6-7' ht. 8' O.C. NOM. HISTORIC HIGH WATER 495 Cabot Street, 2nd Floor 2 Til Tilia cordata 'Greens ire' Littleleaf Linden 3.5-4" cal. o 6'-0 9 GA. n TOP OF BANK Beverly, MA 01915 2 Zel Zelkova serrata 3.5-4 cal. 2" MESH GALV. SHRUB KEY AND LIST: CHAIN LINK PROP. BUILDING Tel: 978-927-5111 QTY KEY BOTANIC NAME SIZE POST 2 ox 16ga. TENSION BAR i FENCE PROP. CURB Fax: 978-927-5103 j 6 Cs Cornus sericea 'Artic Fire' / Redosier Dogwood 5 potPROP. EDGE OF PAVEMENT 2-1/2 DIA. TERMINAL x PROP. FENCE 22 I Ilex glabra 'Shamrock' / Inkberr 5 of fL7 18go PICKET POST (GALVANIZED a 9 lv Ilex verticillata / Winterberry #5 pot HEIGHT STEEL PIPE) _ ®10 HmHydrangea macro h IIa Endless Summer 3 pot . N •� PROP. BENCH . , 9 Mp Myrica pensylvanica / Bayberry 5 pot , .�; . , / / / ; / / .: .. . LAR PROPERTIES, LLC 8 P' Pieris japonica Andromeda 5 of � SALEM M A 9- Rr Rosa virginianam. Virginia Rose 3 of , 2 V Viburnum dentatum Arrow wood Viburnum y\ - '�/\� ##6 GA. TENSION ;��/ ?< / d 5 of y\ <_r�J WIRE ;i/ ;' } %\�; NOTE: FINISH 1) FENCE COMPONENTS ARE BASED ON PERENNIALS KEY AND LIST: r "- /\� GRADE ;'r\\// j\�� z PERMA.COAT PC-20 CHAIN LINK FENCE r y \ SYSTEM BY AMERISTAR FENCE QTY KEY BOTANIC NAME SIZE PRODUCTS; EQUIVALENT PRODUCTS v Hem Hemerocallis 'Ha Returns' Da lilies 1 of 2" NOM. J BRACKET OPTIONS \\\ ;�\/ x�. �\ `O ALLOWED SUBJECT TO ENGINEER 6� GROVE ST. Hos Hosta 'Francee' of 3-3/4 TYPICAL I 12' DIA. 5000 PSI r\/ \ 28 DAYS) %\\// •<: \y� APPROVAL. E Ms Miscanthus sinensis 1 of >\ \\ ( r ,. //, CONCRETE PIERS AT LANDSCAPE +; Pan Panicum vir atum Switch Grass 36" MIN. y\ /\\ ;\/ 2) FENCING TO BE TIED TO TOP RAILS & 2 of I I r \i \/ \/ „ LI FOOTING' DEPTH �\/ EACH POST (TYP) POSTS WITH ##9GA. WIRE SPACED AT 12". PLAN o Penn Pennisetum alopecuroides Hameln / Fountain Grass 2 of \ I ` * /` i� Per Perovskia atri licifolia 'Little Spire' Russian Sage 1 of 12" DIA. 3000 PSI . �// \� 0° Rud Rudbeckia fulgida 'Goldstrum' / Black-eyed) Susan1 at CONC. PIER (TYP) F° So Salvia 1 of r = ' -' T \i S Sedum °, ° \\ \i 5YSRT�!&\/i S�� 1'=20' Se 1 of /X � \�`. —' • NOTE: Job No, 700• FENCE ALONG CANAL (BLACK) 1) FENCE COMPONENTS ARE BASED ON , C- 1 1 MONTAGE MAJESTIC FENCE BY AMERISTAR 6 VINYL—COATED CHAIN LINK FENCE ALONG RR TRACKS (BLACK) P�P�S�'-9 SCALE: N.T.S: FENCE PRODUCTS; EQUIVALENT PRODUCTS „ ALLOWED SUBJECT TO ENGINEER APPROVAL. SCALE: N.T.S. D-dt 11/29/17 _ - . _ _ SON STREET 1 1 MASON SHEET NOTES: 1) WORK IS LOCATED IN NORTH RIVER CANAL CORRIDOR (NRCC), INDUSTRIAL (IN), TRANSITIONAL OVERLAY DISTRICT (TOD) & FLOOD HAZARD OVERLAY DISTRICT (FHOD). 2 THE PARKING LOT PROVIDES 55 PARKING SPACES WHICH MEETS THE NRCC AND \ X23 1 INDUSTRIAL ZONING PARKING REQUIREMENTS FOR THE SITE Dwcllin9 1 �` 2Unit Map 26 Lot 78 1 1 3) REFER TO SHEET C-1 FOR NOTES.. N/F 1 Kathleen Brown \ 1 21 Mason Street '' 1 Bk 20106 Pg 54 1 \ 1 Zone: Industrial 1 1 CA Map 26 Lot 80 1 C N/F 1 John Healey NEW 23 MASON ST. 1 �' 25 Mason Street \ MAP 26, LOT 79 Bk 5859, Pg 527 9,1361 SF Zone: Industirial \ m rn - \ 2 ling rn I 1 z . \ 1,Unit Z Map 26 Lot 75 1 \ N/F \ 1 \ Map 26 Lot 81 James Ready 7A Buffum Street Ext. } \ North Shore NHeritage Assn. \ Bk 33904 Pg 243 27 Mason Street Zone: Industrial Bk 7830 Pg 47 \ 8.6' '1 PI Bk 199 Plan 15 Zone: Industrial \ �-"'""-� PROP. \ y'UTILITY ,� PROP. 6' CABINET ✓ -- -- ---�-"�- q.5, .. u_ DECORATIVE L I RIP N o WOODEN OVST _ PROPOSED N STOCKADE 1N -NRCC `\ ..� 5,1, LOT LINE c� FENCE _ I7 UNITS 1 I I 1 '' 2 2/20/1 REV. BLDG #1 ADDITION N ° 10.1' r. .r• CK `fir ` 1 s' - CK 0 � ,,. 1 �PROPOSED\ BUILDING` 3 1 11 �� ' FOOTPRINT; ADD WALK SE .4 �_ . pE ! I 1 31.2'X73.7'1 3 I I �` � CORNER OF BLDG #3 PER PROP. �\� I 1 BUILDING 1 I 1 � � � UTILITY �,y. — — — 1 ADDITION I iF h CH91. \ \CABINET �. 1 \ - 1 2/15/16 REMOVE SNOW STORAGE AT snow \ l I _ _ T6 i STORAGE \ t 1.5' ( t � _ -- _ : 1 PROP. TRANSFORMER \ BUILDING #2\ LOCATION \ fi UNITS \ \ _-•-- ,\ °Z SNOW1 __ — — 11 STORAGE I I =mo No Date Description 24.0' ` INDUSTRIAL ASCN STR Revisions - - NRCC SOUTH M Bir. CC3NC.2 --\ SNOW BIT. CONC.-;,718.0 PROP. STORAGE. - MAILBOX SNOW \ o R H. STORAGE / _ t GRIFFINrn 1 4 CIVIL SNOW �.. .--f_' r � ~ STORA �� `•(� , i z ` __-- _ --'"' 15.8' BUILDING #1 10 UNITS � 9.2 � Map 26 Lot 82 C--- S I PROP. 1 �Z, P -7 i �1 N/F f-�- 20' ;AtX 3-STORY ac `Z SNOVJI UTILITY William Bushong ,,'' STORAGE7Z_* > CABINET o ' 29 Mason Street Ltcr Bk 24572 Pg 309 "a 19' 9 South Mason St. I FF=16.7f Bk 16639-254 ----- 1 Zone: Business Park 9' PROP. Development 24.0' cY, PROP. / !-- RECYCLING TRASH/ tJJrt�,. �LI RECYCLING II V`IALK , t 'u Engineenng Group, LLC j BUSINESS PARK " 3 _ --� - I L- E - G - E - N- D NRCC ( I I i I I BUILDING ILUDNINITGS #4w 'I ' PROPERTY LINE 495 Cabot Street, 2 nd Floor "-z IT. CONC. Map 26 Lot 53 ZONING DISTRICT LINE Beverly, MA 01915 I d 1 16'71 '' I ( ( ;I Spartan/Oil Inc. - - HISTORICAL HIGH WATER LINE Tel: 978-927-5111 1 SNOVd1 , ` .I s I I I 7 So. Mason Street \ U 1���/1��/��/���/�BUILDING STORAGE t Zone: North River Canal -- Fax: 978-927-5103 22 9' g Corridor ' \ — EDGE OF PAVEMENT CURB— T_ JUNIPER POINT 9 S SNO�a"J J � ` ' I � CHAINLINK FENCE O�� �1 MONITORING WELL 1 PROP. 6' / STORAGE 10.6 MASON STREET, LLC 1 DECORATIVE 3.0' / / / ' --- — — —PROP. PROPERTY LINE 9 S. MASON ST WOODEN I 10 WIDE -- _ PROP. VERTICAL GRANITE CURB ' STOCKADE FENCE I SEWER � l SALEM, MA Map 26 Lot 73 I EASEMENT %'/ii////ii////i/iiI_&_ZZ PROP. BUILDING N/F 1 Elizabeth Bradt 1 1 20 Commercial Street Map 26 Lot 51 Map 26 Lot 52 9'x19' PROP. PARKING STALL Zone: North River Canal / N F N F / 1 1 Corridor River Wharf Realty Trust: I Spartan Oil Inc. 1 I 18 Commercial Street 16 Commercial Street 1 ' ` PROPOSED Zone: North River Conall I Zone: North River Canal I Corridor Corridor 1 SITE I LAYOUT 1 GRAPHIC SCALE 1 1\ ' 1\ Sqgk; 1"=20' 1 20 0 10 20 40 so I fob X10.: 1573 .. . . _ .,EZT — �--_ - Fie Name: P\pro\salem C3 1 IN FEET ) - 1 1 inch = 20—ft — — — — -' Dom;8/10/16 -- N/F 1 } U Kathleen Brown 11 \ 21 Mason Street � I \ � Bk 20106 Pg 54 I •„ � NOTES-- 1 Zone: Industrial ` I ' 1) REFER TO SHEET C-1 FOR NOTES. 3 V3 \ Map 26 Lot 80 N/F *r \ John Healey NEW 23 MASON ST. t< ` N \ 25 Mason Street MAP 26 LOT 79 Bk 5859, Pg 527 9,136± SF \ Zone: Industrial si rn ` \ f— rn — 1 LL. X 1 R 23 1 rn N,zllin9 N �" z 1_unit 01 NO z Map 26 Lot 75 1 / ' 1 Map 26 Lot 81 , Jame Ready PSP>�H2 1 N ? N/F 7A Buffurm Street Ext. RINt=10.31 Co \ North Shore Heritage Assn. Sk 33904 Pg 243 IIN=5.3(a) N y Zone: Industrial tIN=2.6±(b) 27 Mason Street 47 TOUT=2.6±(x) ' 1� Bk 7830 Pg N ` _ ABANDON PER L• E • G • E • N • D PI Bk 199 Plan 15 i 1 -Zone: Industrial f, - _ CITY " I c 1' REQUIREMENTS '- - PROPERTY LINE \ --f r --- 6 PV ' 1 ESMH2 ZONING DISTRICT LINE tb Rist=9.91 - - ----- HISTORICAL HIGH WATER LINE I I `t cn 1 8"VC INV=3.05(a) 4"CLD[ FIRE. I 1 I; — — — — --CONTOUR 0 ��' PROTECTIONS I 7 UNITS I I ; ' I 8 VC INV=3.66(b) " '; 8"VC INV=2.95(c) BUILDING \ 0 \ iDECC 1I LIN EDGE OF PAVEMENT WATERPROPOSEDI BUILDING K c, METER CURB31.2'X73.71 #3 WATER �1 1 BUILDING I I 1 �n 0 -CHAINLINK FENCE 1 - _ - - - j"1 ADDITION I O r✓K \I \ METER �, ,�� I I I OHW OVERHEAD WIRES —w w w—WATER LINE PSP.#,H1 —s s s—SEWER LINE 1 1 c � # ___. RIx�=9.8± 1 � ^ 1 1 BUILDING #2\ \ �� 1 ' " ilN=4.64(x) —D o n—DRAIN LINE # .. _ 112/20/17 REV. BLDG 1 ADDITION 2" WATER �� # - _ - - - -- `- � 11N=4.64(b) � _ o ECB2 CATCH BASIN FOOTPRINT, PSMH1 \ � SERVICE I 1 ' 1 INV , � y Approx. Location TOUT=4.54(c) -- , � r., \ _ of Sewer Service I CUT CAP IF # 4'16 ', .GREET O ES„�H SEWER MANHOLE LOCATION & INVERTS s ABANDON[ # N S n, UTILITY POLE NECESSARY M p,50 - - _ s-�-� �JTH 0 M l^1 MONITORING WELL . L -- -s ==�5 S--_S "PVC w ,ESR��y �w.-�- A 14" TREE W CALIPER 1 2/15/16 REV. BLDG #2,#3, & #4 ----s ---- S 8"PVCS---S�' fi L=53.5 S=0.7% '.c' � �r / PROP. WATER SERVICE & ~s i' -�'-10.7:� I ` r--' _ fI _ _ TP-4 TEST PITS -` FIRE PROTECTION LINES; ��S ...-s � S ���'-_".v� �� I _ � ,.,....-- G G GAS LINE va-.'''" o'� u rox� ESi,I H 1 1 c; c s w-'`r -n iii�' APA _ -- - - ---PROP. PROPERTY LINE REV. WATER METER & S i- V �n Locatio R m-9.86 tl to G lb —w� r Ner w f:: �� - / of 4" y 6"VC INV=3.82(cn) -- - _ _ • --PROP. VERTICAL GRANITE CURB HYDRANT LOCATIONS i `�"'" - _ - ..� ,� 4"� Water 1 8"VC IJV=3.32(b>) . . - - LD' FIRE i�/�������//�//��r/���� w _ _ •r-�- ` - PROP. BUILDING t PROTECTION Line 1 8"VC Ir1v=...30(x) Description PSMH1 ` , r t ,LINE --- 9 --- -- No Date Rttti�-9.8± � / � / ,/� -PROP. CONTOUR I --- s s s--PROP. SEWER Revisions BUILDING 41 lIN=5.53(x) _ 2" WATER - ' pprox. 10 UNITS IIN=5.53(b) SERVICE Location WATER 1 (DSMH2 PROP. SEWER MANHOLE Map 26 Lot 82 1t IC i 3-STORYIOUT=5.43 c ' of Water METER _ ,-__._ N/F " _ C ) fi- i\- 2" INATER v� �"—PROP. WATER Line William Bushong WATER METER IN 1 � � SERVICE 1 t 4 PROP. GATE VALVE 29 Mason Street ` ! ( SPRINKLER ROOM T;�, Bk 24572 Pg 309 _ 9 South Mason St. /1 --- , PROP. WATER SHUT-OFF I Bk 16639-254 1 FF=16.7± j/ �- "~ /f ° PROP. HYDRANT �? of s I Zone. Business Park 1 - t Ftp FP PROP. FIRE PROTECTION �.. �� F Development Z s Ca 4 ROBS f ( / n ' --b D p_ PROP. DRAIN H. , t; i ✓` / " ----- Q GRIFFIN DMH2 PROP. DRAIN MANHOLE `' CIVIL lig Approx. Limit #36686 of Ash (SeePlan t C83 PROP. CATCH BASIN I' Ref. '8 ? �Ru ) ` —RL RL PL---PROP. ROOF LEADER fL # BUILDING #4 Y s I I I 6 UNITS w Map 26 Lot 53 , �Z-w• r7 ° N/F + PROP. TREE Spartan Oil Inc. 1 # + 1 7 So. Mason Street 1 PROP. SHRUB I Zone: North River Canal in I � I Corridor ' . o # 1 PROP. PERENNIALS =,._.,-•.; f, i°� . = _ _ . _ — _ —' - -- : ' X 16" TREE TO BE REMOVED r'' �,_ •- � .�+�-rte.-C ��+ r_:� �. � 1 t��� � p�t' ineenng it,- PROP. PARKING LOT LIGHT �'`'a `�`� En +� PROP. SCONCE p' 1 , , / / J / 10' WIDE , 1 --PROP. GAS I a I SEWER 1 495 Cabot Street, 2nd Floor Map 26 Lot 73 I I E E PROP. ELECTRIC EASEMENT ' Beverly, MA 01995 N/F I TC -TG PROP. TELEPHONE/CABLE Elizabeth Bradt ' L L PROP. PARKING LOT LIGHT WIRING Tel' 978-927-5111 1 20 Commercial Street Map 26 Lot 51 Map 26 Lot 52 Zone: North River Canal N/1F N/F 1 Fax: 978-927-5103 1 Corridor River Wharf Fealty Trust I Spartan Oil Inc. I 1 I 18 Commercial Street 16 Commercial Street Zone: North River Canal I Zone: North River Canal JUNIPER POINT 9 S. I Corridor Corridor MASON STREET, LLC a 1 9 S. MASON ST. 1 I I I SALEM, MA \ 1 I I � - - - PROPOSED 1 _ SEWER & WATER COMMERCIAL STREET GRAPHIC SCALE S 1"=20' III H Hoz' 20 0 10 20 40 so No•: 1573 �� � C- 4 p\pro\salem ( IN FEET ) D� 81016 1 inch 20 ft. f I I N/F Kathleen Brown \ / 21 Mason Street 1 1 '1 �2 1 DRAIN LINE TABLE DRAIN ELEVATION TABLE Bk 20106 Pg 54 CD SLOPE, SIZE, MATERIAL RIM INV.-IN, FT INV.-OUT FT - \ 1 Zone: Industrial 1 -• � LINE LENGTH, STRUCT. � ' 1 U3 FROM TO FT FT/FT INCH FT a b a b \ - C \ C61 DMH1 38.6 0.010 12 RCP CB1 9.5 6.9 --- 6.9 --- \ Map 26 Lot 80 1 �� _ _ DMH1 10.3 6.5 6.8 6.4 --- DMH1 DET#3 3.0 0.020 12 SDR35 \ N/F 1 DET#3 DMH1A 3.0 0.000 12 SDR35 DMH1A 10.1 5.4 --- 5.3 --- John Healey NEW 23 MASON ST. y \ 25 Mason Street MAP 26, LOT 79 1 - CB2 9.0 --- --- 5.2 ---- Bk 5859, Pg 527 � 9,1361 SF �.�- -� 1 DMH1A DMH2 35.6 0.008 12 RCP --- Zone: Industrial - J-•�- -' � •• a � CB2 DMH2 17.8 0.011 12 RCP DMH2 9.4 5.0 5.0 4.9 \ �--- - _ 10�� 1 DMH2 DET#1 2t 0.020 12 SDR35 DMH4 10.0 3.9 --- 3.8 --- - DET#1 DMH4 DMH5 10.8 2.8 3.0 2.7 --- _, - Q � # 3t 0.000 12 SDR35 \ - CB3 9.0 --- --- 6.0 --- �-- 1 _ DMH4 DMH5 100.1 0.010 12 RCP C64 9.3 --- --- 6.0 \ --- R ` 7 -� DMH5 EDMH1 36.8 0.014 15 RCP D' e3ling I a Z DMH6 9.3 5.7 --- 5.6 --- 1-Unit CB3 DMH6 14.2 0.021 12 RCP f \ O C64 DMH6 9.0 0.033 12 RCP DMH7 10.7 7.5 --- 6.7 8.0 " Z 1 DMH8 10.8 7.5 4.3 3.25 --- GC - - _ ____r- -" DMH6 DET#2 2.5 0.020 12 SDR35 Mop 26 Lot 75 DET#2 DMH8 3.0 0.000 12 SDR35 DMH9 1 10.8 1 8.4 1 --- 7.10 1 8.4 N/F1 " DMH7 DMH8 12.3 0.040 6 SDR35 EDMH1 INVERT FROM DMH5 = 2.2 \ Map 26 Lot 81 , James Ready ' DMH8 DMH5 26.3 0.010 12 SDR35 7A IBuffum Street Ext. \ North Shore Heritage Assn. ` Bk 33904 Pg 243 a DMH9 CB1 50.8 0.030 6 SDR35 27 Mason Street Zone: Industrial \� Bk 7830 Pg 47 10.8 V_ PI PI Bk 199 Plan 15 / _10.8 Zone: Industrial I o\ I` DETENTON FIELD SCHEDULE oo FLOW FL01 FLOW /Q 1 ,;;. wN 2/20/1 REV. BLDG #1 ADDITION n' DET. FIELD DET. FIELD DET. FIELD N Z 1 1 , 11 '+ #1 #2 #3 FOOTPRINT & ADJACENT d ^t D0WNSPOUT I I N r 1 TO I I 1 - TYPE OF CHAMBER: SC-740 SC-740 SC-740 I I I GRADING & DRAINAGE; I 7 UNITS V \ 1 1 \ OF CHAMBERS: 35 36 33 _ � � Com') � C 1 I \ # I� I I 1 `' v 10, �, -�� UPDATED BLSF STORAGE CHAMBERS WIDE: 5 3 3 , � PROPOSEd BUILDING VOL TABLE i r. 8 s r' 10 SCK r �"� x".\ .� 1 FF=14.8 DM H7 1 3s" 1 131.2 X73.71 #3 jS�AB=9.0 ' R=10.7 1 1� ` CHAMBERS LONG: 7 12 10 p`V C) CK 1 1 1 BUILDING 1 1 1 " ECB1 ADDITION 1 I 14X3 1 � FIELD DIMENSIONS: 25.3'x56.3' 15.8'x91.9' 15.8'x77.6' 2 1/5/17 REV. GRADING ADJACENT T l Rim=9.64 Inv. Not Visible ELEVATIONS: F r.► GK \ �-3 1 ` 14x3 ;•--�j p �,. BLDG #3; REV. BLS t' OE Tc 11x1 TC 11x2 � \ \ \ ECB2 LOWEST F.G.: 9.4f 9.41 10.2f � + \ •--- �- _ B 10x7 STORAGE VOL. TABLE DECK ` FF=12.5 1 ,� Bc 10x5 / 14x3 ' .•"�` `-INFILTRATION p 1 1 1 Rim=9.51 TOP OF STONE: \ BUlLDI G #21 SLAB=8.5 \ rti�Vf 12X0 \ 1 Tank (Drain) ec sXo = : �-_ Tc 10x5 FIELD #2 Q iT 11x4 I 1 �, 1 Inv Not Visible 7.32 7.30 8.30 1 2/15/16 REV. GRADING; ADD TC & 1 Rim=10.71 I Tc o o Bc 1ox� C 10x9 I �, TC 10x65 TOP OF CHAMBER: 6.32 6.80 7.80 r 1 6-NITS \ TC 11x5 1 12x zr�R� ' IIN=8•Of f �' 3 BC 9x5- - - 10x15 BC 11x0 .�- R=9-Q - - - TC 11x0 a ,-� - INVERT-IN: BC SPOT GRADES; REV. ya \ � �, '\� { Bc 10x5 p I ECB2 - 4.86 5.34 6.34 TC 11x5 ' ► 1 - OBc vxo r p ABANDON ,> �, TP- ?•7ro DMHB 57'a s _ 3.92 4.40 5.40 , c! `� TC 1x5 \ a �• --�.-.._�� oo DETENTIION { - '( INVERT-OUT: DET. FIELD INFIL. FIELD R=10.8 C ECS1 u TREE ` Bc 1 xo �2X° Tc A1x7 '� ?`'� ` FIELD #2 0 { { ON BOT. OF CHAMBER: 3.82 4.30 5.30 0 SC 11x2 I �' _� o b--- SOUTH MAS �� SCHEDULE, DRAIN LINE, & SOU _ l� BOT. OF STONE: 3.82 4.30 5.30 ^� : C. ��-�».:- =.{-- - _----f l-- i0 ' �a DRAIN ELEV. TABLES; ADD TP-4 7 INFlL. ( DMH6 I �` \DMH5E MH2 --'� DET. FIELD #3; REV. DET. p �\LD r �p � CB . (WOSP2) .b R=)O.8 I tib'--�-0-> EDMH1 \ \ \ a 1 _----� - 2.05 lJ o R=9.3 R=9.3 10 3 ►� -- "' ! FIELD #1 & #2; REV. BLDG ` R=1 ' 1 3 & 4 ROOF 1 r v p 1\ 1 h.41"1 �R=1a!8 _ z 1 �� - ---- i a - o a '� •.,. �,rf �' #1, # , # - _ DMHd i� �. .-0-'f'0 - --"" �I. ' 1 INFILTRATION FIELD SCHEDULE LEADERS i 1 No Date Description 0, �---- I , - -+ _ _ ----- >1� .� 1 ec ioX4 0 1 INFIL. FIELD INFIL. FIELD c 11x5 1O"DI Roof / O- -Tc� / � s 1 �{ #1 #2 -� TC 10x7 - 1 C 103_--- %v� T� �,� 1 BC 11x3 BC 10x2 7P-1 A i Drain TC `• BUILDING #1 \ r EDMH1 TYPE OF CHAMBER: SC-310 SC-310 f�eVISlOt1S tr TC 0x17 BC �Oxl71 BC 10x3 r � Rim-9.95 (((( 10x5 10 UNITS TCA0x33 /11, Tc 11x1 1' ,, „ # OF CHAMBERS: 12 16 Map 26 Lot 82 , !I �O Tc 10x2 QC 10x33 �., BC 10x5 1�0 12 VC INV= ..8(a) , 1 3-STORY 1 r-1'; ,n 21"VC INV=1.7 b CHAMBERS WIDE: 3 2 \ r� BC 10x2 I' i ( ) N/F I STC 10105\ o }t:P, 18 - U 1 O` " William Bushong ac 10105 X H P X33 1/ I �, o - 1,1 'q 12„VC JNV_4.6(c) CHAMBERS LONG: 4 8 29 Mason Street (f I 9 South Mason St. `�°` ' °�) --- �``�, 21 VC INV-1.7(d) FIELD DIMENSIONS: 11.5'x8.2'x59.4' rl �� 1 I I 0x3 1 , -- 1 31.50 Bk 24572 Pg 309 �: o FF=16.7 Tc j (' � 'cn 1 Bk 16639-254 �I 2.0.0 > .X , ec 0X DETENTION D EDMH2 ELEVATIONS: 1 8 ROOF I-- i Tf)-2 FF=13.5 Zone: Business Park \ �, FIELD_ 1 - 1 Q Rim=9.75 1 '{ CB R95 DRAIN ` i0- I SLAB=8.01 " LOWEST F.G.: s ROBsRT + •. ,� 0 10.71 9.5fDevelopment Tc 10x4 o = l f w 1 EROSION 7 12 VC INV=2.3(a} s N,Bc 5x9a Tc 11x5 Drain o /! i, o a - - 21"VC INV--1.7(b) TOP OF STONE: 8.41 8.00 U GRIFFIN BC 11x0 , 0 CONTROL ��1 , cviL Rim=7.2 V P� RL __1B '�+� n 21 VC INV=1.7 c { O TOP OF CHAMBER: 7,91 7,50 sssas a ° N 13x0 13x0 �6 ,r 1 INVERT-IN: BUSINESS PARK 1 7.06 6.65 r. �f_,-..• �` LTC 10x3 � � 123 `� 1 ECBJ �i',•r,-4 a TC 10x3 3 G v INVERT-OUT: 7.06 6.65 ./7 NRCC `"`- -----10-r `� \ Tc 10x9 Bc 9X9 { c BC 9xs I /I / t 1 Rim-8.34 I, ec 10x4 o / I\ I I BUILDING #4 1 t Inv. Not Visible BOT. OF CHAMBER: 6.58 6.17 2 ,), 1; TP-5 a Db 1 2 DETENTION { ___,_pa a D b { �� Cs2 / I 6 UNITS Q 1'_ Map 26 Lot 53 ' BOT. OF STONE: 6.08 5.67 ._ o o -,� DI { / I 1, I 1 N/F 1 1 ro DMH1 Q• FIELD �� TP-6 D i 20go (K'QS#1) r �R=g•0 + Spartan Oil Inc. �1 IR 23 R=10.3 z 2pg R=9.4 �/ I I I 1, 7 So. Mason Street Zone: North River Canal 1 - 1 '-Xumr -7 - -. 1 / t )� 1 g♦ I - 1 Corridor 1 -riffin _ _ �► Eng�neenng i TC 11x3 TC 11x8 - - _-_ -----c 7C 10x0 LTC 9x5 BC 10x8 BC 11x3 BC 9x5 BC 9x0 ' ' 11177777771771-1-1-17771-1771-171-1-1-1-1 / / ' @LSF STORAGE VOLUME COMPARISON ' '~~x Group, LLC I 1 DMH1A I 10' WIDE WER ELEVATION XISTING PROPOSE D INCREMENTAL CUMULATIVE 495 Cabot Street, 2nd Floor Map 26 Lot 73 R-10'1 { { EASEMENT 1 1 RANGE (FT) STORAGE (CF) STORAGE (CF) CHANGE(CF) CHANGE (CF) Beverly, MA 09915 N/F { 8 to 9 6,433 8,678 2,245 2,245 Elizabeth Bradt ' 9 to 10 20,023 20,148 125 2,370 Tel: 978-927-5111 1 20 Commercial Street Mcap 26 Lot 51 Map 26 Lot 52 Fax: 978-927-5103 Zone: North River Canal N/F N/F ' 1 Corridor River IAVhorf Realty Trust I Spartan Oil Inc. 1 1 I 18 Commercial Street 16 Commercial Street 1 1 \ Zone: INorth River Canal I Zone: North River Canal JUNIPER POINT 9 S I Corridor corridor I , MASON STREET LLC 1 , , 1 1 9 SO. MASON ST. SALEM, MA I { I 1 t I 1 TES PROPOSED 1) REFER TO SHEET C-1 FOR NOTES AND C-4 FOR LEGEND. GRADING & _ ----- - ---- ------ - - --.. - -- ----- COMMERCIAL STREET 0 DRAINAGE GRAPHIC SCALE S� 1°=20' d v 1 20 0 10 20 40 so Job No: 1573 C- 5 D �� a Name: P\pro\salem a 1 inch 0 , M D 8/10/16 1 SON STREET 1 1 MA PLANTING SCHEDULE 1 TREE KEY AND LIST: QTY KEY BOTANIC NAME COMMON NAME SIZE i 1 5 Ac Acer Rubrum 'Armstrong Red Maple� � 3-3.5" cal. 2 Am Amelanchier grandiflora 'Autumn Brilliance' Serviceber 6-7' ht. 1 1 1� 4 Ls Li uidambar st racifluo 'Slender Silhouette' Sweet Gum 3-3.5" cal. )Welling 1 3 Pr Prunus sar entii Sargent Cher 2-2.5" cal. 2-unit i 1 4 QP Quercus palustris Pin Oak 3-3.5" cal. 4 Sr S rin a reticulate Japanese Tree Lilac 2-2.5" cal. 11 1 11 t 4 Tc Tilia cordata 'Greens ire' Littleleaf Linden 3-3.5" cal 1 1 5 Ulm Ulmus Americana 'Princeton' American Elm 3-3.5" cal. 1 _ _ SHRUB KEY AND LIST: 1 0-Ccs � r QTY KEY BOTANIC NAME SIZE -'-► 13 Az Azalea orborescens Sweet Azalea 3 of 1 C NEW 23 MASON ST. 1 53 Co Clethra olnifo{ia 'Sixteen Candles' / Summersweet J3 pot \ MAP 26 LOT 79 2 Hs Hibiscus syriacus Rose of Sharon 5 of 9,136f SF \ 1 1 �1 5 IC Ilex crenata 'Compacta' Japanese Holl 3 of ---•°� -j -� 1 18 Ig Ilex glabra Shamrock' Inkber 5 pot M ��. 8 P' Pieris japonica 'Mountain Fire' 5 of 17 Pf Potentilla fruiticosa 'Abbotswood' 3 of ' M 6 Rhod Rhododendron PJM 5 pot X 9 To Taxus cuspidate Greenwave' Greenwave Yew 5-6' ht. Welling I z . 1 34 Th Thuja occidentalis 'Emerald Green' Arborvitae 3 of \ 1-Unit 3 Vd Viburnum dentatum Arrow wood Viburnum 5 of p PERENNIALS KEY AND LIST: QTY KEY BOTANIC NAME SIZE GG - -�' 122 Hem Hemerocallis 'Hap Returns Da lilies 1 pot t 35 Hos Hosto 'Froncee' 1 pot \ 1 20 Penn Pennisetum alo ecuroides 'Hameln' Fountain Grass #2 oot 50 Per Perovskia otriplicifolia 'Little Spire' Russian Sage J1 pot 1 1 (1)Tc 37 Rud Rudbeckio ful ida 'Goldstrum' Black-eyed Susan #1 pot 1 (1)Ac 1)Ac Rud 'sM (1)Ac - 1 Tic - LAVIN ` 3 2/20/1 REV. BLDG #1 ADDITION 1 PROP. 6' ,, -'� .. DECORATIVE -- 0'� FOOTPRINT & ADJACENT WOODEN (2)Th 0 Penn PROPOSED t I t ' (5)Th STOCKADE (1)Th x...- 3 m LOT LINE I I LANDSCAPING NOTES. LSCAPE; REV. LSCAPE NEA o FENCE ( 3 Th 6„ 1 7 UNITS 1 1 1 ` 1 1. IWEW IRRIGA77ON SYSTEM TO BE DESIGNED BY OTHERS THE SYSTEM SHALL BE EQUIPPED WITH X-FORMER o (2)Th ECK , 1 Rhod 1 1 1 �- A SOIL MOISTURE SENSOR AND RAINFALL SENSOR TO PREVENT UNNECESSARY WATERING. 1 ,�.. � CK a (8)C ' -- ( 1 PROPOSEd BUILDING j 1 11 I , - ' 2 1/5✓17 REV. SHRUBS & CID36" 1 131.2'X73.713 I I t ` h �, - 2. PLANTING MATERIALS AND METHODS PER MASSACHUSETTES HIGHWAY DEPARTMENT SECTION 771. l PERENNIALS QUANTITIES & oo- - �yr�C 1 Rho Q 1 BUILDING 1 I t 1 Ulm 2) in !' 'DK / , © - -' 3 I 1 ADDITION I 1 k;, O J. ONE TREE OF AT LEAST 3.5 CALIPER FOR EACH 3 PARKING SPACES TOTAL ]PEES REQUIRED SPECIES EC (1)Ls t TO BE PLANTED IS 18. TOTAL PROPOSED IS X. (1)Ls (B)CO 3 Pf 3 Az 4 I 1 4 (3)Ta 1 12/115/16 REV. LANDSCAPING; _ i � 1 30 Hem � _ : __- I_" MOVED i DECtC 1 (10)Hem - 20)He� 1 LIGHTING NOTES TO C-9 1 BUILDING2� 1 2 Vd 1 � \ (1)Ls 8 Heml '' , 1 6 UNITS , 3 Pf \ ' ` \ LAWN t _ - -14' Per 1 PRP. - 1-0 em z N`l a��- B I K�E — — No Date Description 2 { 1 (3)Az \ 7 Hem RACK - ! � I 4 Ca .r-�'� T I 3)Rhod L STREE Revisions N 3 P TN M ASO 8t_ R-1 SOU _ _ . . ._--- - ', SIGN - (1)QP 4 7 Hem (1)Pr BIT. COPtC. 10 Hem BIT. CONC. R-5 PROP. �R-6 (1)Ulm - — --- 15 Rud SIGN 4 { MAILBOX SIGNR_5 SIGN SIGN LEGEND � r� t 2 Ic LAWN AWN �, - 5 a - 1 1)UIm 4 s F a " -� GRI FIN r (1)Qp �'Q► 1 R 5 — �s�►� R— i — m 2 Sr l r ONE WAY �•o,Qr 668s i ¢ BUILDING ##1 (4)Az _ SIGN 2)P ° \t,, R-3 . ` t� t .f BALK 3-STORY P SIGN NO !Z-?�. (1)Qp R-3 a !� f. B{I�CE n e s , �'" PARKIN 1� v R-4 X RACK 3 Pf 9 South Mason St. SIGNS r " LAWN (4)Th 1 R-2 R-6 FIRE f t 1 FF=16.7f 3 Az .- 1 Vd 1 Hs �--- LANE PROP, / 2 Am 2 P' 1 1 Q TRASH/ PROP. 10 Hem 6 Co RECYCLING TRASH/ ff; WALK 1 P' 1 I t s w I ,,, I� 4 RECYCLING i Rhod a ' PARKING r ! RESERVED 3 , �t ----- 1 Q ; . °Y �� Eng veering (4)Pf - r , ( ) P , R-5 - z 6' 2 Vd r R-3 Group, LLC SIGN s Per 15 Rud � 10 Hos 1 �R..,,�2 I � (6)Ta I 5 Ca I BUILDING `�#4 � (4)Th 495 Cabot Street, 2nd Floor 4BIT. CONC. Beverly, MA 09915 SIGN I I I ( 6 UNITS w 1 a I I { LAWN 1 Hs •�� - 1 (1)TC I I 1 I Tel. 978-927-5111 R-4 v� Fax: 978-927-5103 I LAWN I ' 1 %; -- 1 , r 1 Tc (1)ulm (1)Ulm ``` (,)Ls 4Th (2)�m (2)Th �--� JUNIPER POINT 9 S. PROP. 6' , ` (4)Th 1 Ac 1 Ac MASON STREET, LLC t DECORATIVE ` ' �, / 1 9 S. MASON ST WOODEN � I 10 WIDE STOCKADE FENCE I I EASESER MENT I 1 SALEM, M A 1 PROPOSED LANDSCAPING 1 ' 1 GRAPHIC SCALE I ' 1 Sc c�- f —20 I 1 1 NOTES: so 0 10 20 40 so I ` 1) REFER TO SHEET C-1 FOR NOTES AND C-4 FOR LEGEND. ,Job N©,: 1573 C-7 _ p\pro\salem 1 1 inch = 20—ft — — Q. 8/10/16 __ - LH \ 1 N/F I I - \ Kathleen Brown 21 Mason Street SHEET NO TES; Bk 20106 Pg 54 11 1) REFER TO SHEET C-1 FOR PROJECT NOTES & REFERENCES. Zone: Industrial 2) REFER TO U77LITY NOTES #16 THROUGH 20 ON SHEET C-1 FOR NOTES REGARDING GAS AND ELECTRIC SERVICES \ Map 26 Lot 80 N/F I C \ John Healey NEW 23 MASON ST. ` 3) REFER TO SHEET C-4 FOR LEGEND. \ 25 Mason Street MAP 26, LOT 79 Bk 5859, Pg 527 9,136± SF Zone: Industria( ._ t - 1 #? I-,R � ng I M . 1 1--Uni Cn ' LIGH77MG NOTES.- 0 OTES.p1. ADEQUATE LIGHTING TO BE PROVIDED ON THE WALL OF THE PROPOSED BUILDING. /i GG _ 2. PROPOSED EXTERIOR PARKING LOT AND WALKWAY LIGHTS SHALL BE APPROXIMATELY 6' TO 8' Map 26 Lot '75 i 'TALL. SEE SHEET D-6 FOR DETAIL. N/F \ Map 26 Lot 81 James ReadyI " J. WALL PACK LIGHTS SHALL BE EQUIPPED W774 A PRISMA77C LENS TO REDUCE GLARE. LOCA77ON 7A Buffum Street Ext. OF WALL PACK LIGHTS SHALL NOT EXCEED 15' ABOVE GRADE. \ North Shore NHeritage Assn. Bk Pg 243 4. LIGHT SOURCES SHALL BE ENERGY EFFICIENT LED. NO LIGHT BULB MAY EXCEED 3000 LUMENS. 27 Mason Street Zonne:e: Industrial Bk 7830 Pg 47 ee EXTEND EXISTING 5. PARKING LOT LIGHTS ADJACENT TO THE SIDE AND REAR PROPERTY LINES SHALL BE EQUIPPED PI Bk 199 Plan 15 GAS MAIN TO PROP. Wl774 AN OPAQUE GLASS PANEL ON THE NEIGHBOR'S SIDE. Zone: Industrial V ....-r--�'` SERVICE LOCATION { 17 GAS METERS 6 GAS r o f �,•�', METERS 17 UNITS I j I PROP. - GG �M PROP. UNDERGROUND woo1 1 I PAD-FOUNT 1 d .�- G-'" TELEPHONE & CABLE _ �,. . -.''''" i I I I TRANSFORMER 11 � �, PROP. 1382 X03E� BUILDINGI (E!. 11.0} mac - e {TYP.} PROP. GAS ELECTRIC I ; #r 1 ` - 0 � SERVICE BY HANDHOLE BUILDING 1 '� �, it , /' - CK \ \ OTHERS TYP. _ `- I`i ADDITION I I e y ( } � I I ETC ". � PROP. UNDERGROUND c 'ELECTRIC (TYP.) 0 ' PROP. ELECTRIC �; �, ET �C �, �-.-�-- �,L,_... : . -� ' ' r REMOVE r I \BUILDING 2 1 TC _-- = ' RISER PIPE # \ , ` ~ _ TELE. POLE - _ 1 6 UN I TS '\ 1 � .-- '` � � �� \E �..-- 4` -- -- ------- _' \\ REMOVE REMOVE i� r PROP. I C \ f3o o d o �,�''� TELE. POLE TELEPHONE T f STREE & CABLE oHw MAS `, fm _ — HANDHOLE -_.__,_,_ ... ,,�..._...---- �,, "°,�+' '______ u H Gc -� N 1 , — L' n L —• -�-CS GS . G61 a p — Oy Fi'� — 1�>— 'vY"--- — I —_ ^(+ CSO fi ) �C_I ___ _ . ------ --- G Ute_, �_�>_,.,..... _ � _ 12/20/1 REV. BLDG #1 ADDITION __,_,._-�� FOOTPRINT & ELECTRIC • 1 _ �,' ti•�G � ��L: o-,---"'c PROP. PARKING E �-- t ,. - 1 �' r•-0"'` LOT LIGHTING S4 �ti WIRING (TYP) -' f'1/ CONNECTION TO BLDG; 3 — -- NoDate Description - 1 BUILDING #1 Revisions ol - Map 26 Lot 82 t i -� f �---1. r 3-STORY N/F William Bushong aUj 29 Mason Street 9 South Mason St. Door � : { '' PROP. Bk 24572 Pg 309 � FF=16.7-x- / � t•-• ' - I Bk 16639-254 1'., ' PARKING Zone: Business Park /. T / LOT-LIGH v n 1bti �, ' �''v ROBEZT {'s <4 GRtFIN Development TYP} L 'LLJ � � H i CIVIL Z�Ir_ it 10 GAS. r METERS ! z 6 GAS PROP. BUILDING f4 PROP, PARKING LOT LIGHT METERS L G�TGE { 6 UNITS , o Map 26 Lot 53 1 r W/ OPAQUE GLASS 1 II ' N/F I SEE LIGHTING NOTE 5 ! � � ! ISpartan Oil Inc. 7 So. Mason Street ` Zone: North River Canal Ar gwfwx ` Corridor - UW11_ In : - •_ :n_ _ -------- - r .•. . Eng eer g I ~# Group, LLC f , 77 ii \ I � 10' WIDE Ma 26 Lot 73 I I EASEMENT I BeVedy,MA 01495 Cabot 915 2nd Floor P � N/F ' Elizabeth Bradt 1 20 Commercial Street Map 26 Lot 51 Map 26 Lot 52 Tel: 978 111 Zone: North River Canal N/F N/F Fax: 978--927927--5103 1 Corridor River Wharf Realty Trust I Spartan Oil Inc. 1 \ I 18 Commercial Street 16 Commercial Street / I Zone: North'dor River Canal I Zone: North River Canal Corridor JUNIPER POINT 9 S. CorrMASON STREET, LLC I ` 9 S. M ASON ST. SALEM, MA I I � PROPOSED _ — — GAS, ELECTRIC & _ --- - — a RC'1AL STREET TELECOMMUNICATIONS _ ---- — _ — COMME GRAPHIC SCALE S 1`=20' 20 0 10 20 40 80 Job No. 1573 - 9 v.. <: W x• - his Name p\pro\salem C IN FEETx 1 inch = 20 ft. D-91C 12/15/16 -- 1 17 - Drawing List PROJECT NAME Sheet ----- - -- --------- ------- ----------- �j` } r��e � Number Sheet Name Sheet Issue Date -- ----- _ _ (,. co' ' COMMUNITY - -- BUILDING 000 Cover Sheet I 1 / 17/ 17 i \�� �, PROJECT ADDRESS C-2 EX15ting Conditions 5ite Plan 1 1 / 17/ 17 60 Grove Street A-020 Architectural 5ite Plan 1 1 / 1 7/ 1 7 Salem, MA A- 100 15t and 2nd Floor Plans 1 1 / 17/ 17 -- -- CLIENT A- 10 1 Roof Plan 1 1 / 17/ 17 __-- - - --- A-300 Front and 5ide Elevations 1 1 / 17/ 17. A-301 Rear and Side Elevations I 1 / 17/ 17 .. :; _�..-- ,: _ .r --- � T ... - + _ LAR Properties. LLC - ARCHITECT � I --- KHALSA -----— — —— -- __ 17 IVALOO STREET SUITE 400 - -r- _= SOMERVILLE, MA 02143 - ---- --------- TELEPHONE 617-591-8682 FAX 617-591-2086 -- _ ._ _- - "----- CONSULTANTS: ---- ---60 GROV STREET _ PROJECT . T Q O U LOCUS MAP 0 N M w U 1634 COMMUNI UILDING LL 16"35 '/ COPYRIGHT KDI©2015 O 6 Y PROJECT ADDRESS: THESE DRAWINGS ARE NOW AND DO 0' 16-36 REMAIN THE SOLE PROPERTY OF KHALSA 0 60 GROVE STREET DESIGN INC. USE OF THESE PLANS DE ANY Z FORM OF REPRODUCTION OF THIS DESIGN z IN WHOLE OR IN PART WITHOUT EXPRESS N SALEM, MAS S/�C H U S ETTS SHALL RESULT IN THE FULLEST EXTENT OF ZOi _ _ WRITTEN CONSENT IS PROHIBITED AND v ~ SlIVER _ ' — _ � �—, N PROSECUTION UNDER LAW 169 ARCHITECT CLIENT REGISTRATION 790 E KHALSA DESIGN INC. LAR PROPERTIES, LLC. ADDRESS: ADDRESS: u41 16;��3s 17 IVALOO STREET, SUITE 400 282 BENNINGTON STREET s 1 I 166 o f o 16 s ` SOMERVILLE , MA 02143 EAST BOSTON , MA 02128 i6 ,9 16 1 i\ \ - - OU) 169A7 \ ` =I �y 16 20 1`` '_ `•` 16 A�P7 1683 Project number 17065 Of PROJECT �'�• 1 Date 11-17-2017 Q1 0 �e •.0 16�z SITE �'`. 1662 T Drawn by TMC o Pj ,6s 231 CIVIL STRUCTURAL Scaleked by JSK 3 1661 s. 16 2.` 16 2 16-,436 04 ; ' ' , It" �; ; ,�� GRIFFIN ENGINEERING GROUP REVISIONS o 1sj S' , ,s; 's 16; sa 1 - 16a `' •. j�sa is2 1sa LLC No. Description Date 16, '4s on "' '�- 16- 69 16� 5 s - U) 16;Q 7' 16j(Z3 <� s -_ ~�• • 7; \ v, eQ N 16;Q5 �_. f .. .., 165 ADDRESS: o 16 .,5 s 16,31 �� �.` %'"o U 16154 166 B '. ` - 16 7 s� Q v �• . c° a het `� 1 fi�32 � 16��56 STREET,495 CABOT FLOOR, o 16-&5 ' S� BEVERLY, MA 01915 - <. 1652 °as 1651 o N i4 16 3 - .- - 5. 16jqjj2 187 �3 1 471 16,174 -- C 16-01 75 �8M 16- � -, 1 48 O 4 u;,., 1649 6 0 neo 16-0123' Q. � ,6 46 ,64 � :5, ,672 Cover Sheet 16z 1636 0\ ,�, 4 16' N REVISED SD SET °� eP 161 •e�' `- .\wr+ 16-9�9(1141 S' /hr 1645 f I'sf 11 =17 = 2017 16,JW5 ^� 1640A=000 \ \ v 0 N COMMUNITY BUILDING I. PROJECT-NAME A-300 COMMUNITY 2 ------ BUILDING 53 -411 ELEV. PROJECT ADDRESS 60 Grove Street DN Salem, MA HIGH WINDOW ABOVE CLIENT 13'-3" \ PREF. HC HC t I LAR Properties. LLC \ TOILET TOILET ZD \ / " °° ARCHITECT / F_ MEETING ROOM N . o s1-o T 6' 0" - \ / KITCHENI F 6N A-301 2 u \ \ GREAT / " \ ROOMO WC G! o s01 \ OPEN TO ABOVE / \ N e \ FP I N KHALSA VESTIBULE ELEV. / \ LOBBY 12--011 DN ELEV. / •\ 00 T-0111 10._011 17 IVALOO STREET SUITE 400 7 / \ SOMERVILLE, MA 02143 \ TELEPHONE:617-591-8682 FAX:617-591-2086 CONSULTANTS: i i i i ip CL. STAIR L.1--1—_O — =r_� iii io / 19'-71/2" \ I I Iii STORAGE 0D ' \ UP 1 11 I i i�' 9'-61/2" K 10 I" 64 io DN 40 1 2 n 0 U 1 20'-6" 51'-0" 2'-41/8" 7'-6" 0 N co r 1 n 1st Floor Level A-3o1 W -1/4" = 1'-0" LL LL COPYRIGHT KDI©2015 O THESE DRAWINGS ARE NOW AND DO 0 REMAIN THE SOLE PROPERTY OF KHALSA 0 DESIGN INC.USE OF THESE PLANS OR ANY �- HIGH WINDOW ABOVE FORM OF REPRODUCTION OF THIS DESIGN IN WHOLE OR IN PART WITHOUT EXPRESS NI WRITTEN CONSENT IS PROHIBITED AND sr SHALL RESULT IN THE FULLEST EXTENT OF Z PROSECUTION UNDER LAW O a O • 1 EMPLOYEE EMPLOYEE 13'-3" REGISTRATION co TOILET TOILET E .4 co m 0 O OFFICE 2 to WC - o O O - �I 1 Z VAULTED CEILING Project number 17065 U OPEN TO BELOW Date 11-17-2017 of Drawn by TMC g 4'-0" Checked by JSK c JANITOR'S 10 Scale 1/411 = 1'-011 N3 CLOSET - REVISIONS o E No. Description Date w. co m o CORRIDOR OFFICE 1 > 13'-3" O co C) ti z rn � ' m -v D r- a� DN Z a� 1 C7 • Y STAIR 9'-61/2" i 1st and 2nd Floor Plans CL n 2nd Floor Level Awl 00 - ..S 1/4" = 1'-0" COMMUNITY BUILDING r PROJECT NAME COMMUNITY BUILDING PROJECT ADDRESS - - 6 et 0 Grove Street r Salem, MA CLIENT Y. LAR Properties. LLC ARCHITECT l KHALSA 17 IVALOO STREET SUITE 400 —} SOMERVILLE, MA 02143 TELEPHONE:617-591-8682 FAX:617-591-2086 I z _ CONSULTANTS: I �1 Z a o U Roof Level Cn w U U- LL COPYRIGHT KDI©2015 0 THESE DRAWINGS ARE NOW AND DO 0 REMAIN THE SOLE PROPERTY OF KHALSA 0 DESIGN INC.USE OF THESE PLANS OR ANY U- FORM OF REPRODUCTION OF THIS DESIGN o IN WHOLE OR IN PART WITHOUT EXPRESS czv WRITTEN CONSENT IS PROHIBITED AND It SHALL RESULT IN THE FULLEST EXTENT OF Z PROSECUTION UNDER LAW a 0 REGISTRATION o co E 0 L (0 Cn 2 Project number 17065 Date 11-17-2017 01 Drawn by TMC o Checked by JSK c Scale 1/4" = 1'-0" v REVISIONS o E No. Description Date s 0 th C7 w 0 rC m i6 m Z C7 Y i Roof Plan A- N ® � T Co N COMMUNITY BUILDING II I, r PROJECT-NAME COMMUNITY BUILDING Roof Level _ PROJECT ADDRESS 40' - 8 1/41' — — — — — — — — — — — — — 60 Grove Street - -- - Salem, MA - - - - - - - - - - _ _ _ CLIENT -- - _--- LAR Properties LLC bo ARCHITECT _ l I I IIi 'xTIII-I,I-��.-.II:_,'._-.T��--.T-I._I,�r��-i,i''I__�Y-'T1_1_,TZ.�I—-�--:—-_.�-'.-_-__..IIT-I I 1i 4 I–�:-_I T—_.T47`•--r-I•T.-r-tx i,::l-�-�—%T1!-3,i�T .--��;'_:T-r�_•�-.-sT_T-.--I z��TT i zY_.,iiI !_r r�;z--,�j,•I11_' T..I.`- �`- wT- --=_T--{.--,_.�T-_-_.F ` Lj W N o2ndFloorLevel m T-I _:•"s �- —_ .�� I I-j i i IIiI — _— II iI Ii� - KHALSA 17 IVALOO STREET SU IT , E!•� 4 0 0 RVILE MA 02143 7-591-868A7-59 -2 0 o8 6 or Level 121 - 01CONSULTANTS Grade F%lqu 1 01 011 1East Elevation (Front) CL Roof Le I r Cn ui U. �(Vo0�-n~QCna�zYefN- :fCOPYRIGHT KDI 0 2015 THESE DRAWINGS ARE NOW ANDDO O REMAIN E SPP - 77LL rDESIGN FORM OF REPRODUCTION OF THIS DESIGNS t . _ ao WRITTEN CONSENT ISPROHIBITED AND SHALL RESULT IN THE FULLEST EXTENT OF z PROSECUTION UNDER LAW REGISTRATION 717 , 2nd Floor Level CD 0 Project number 17065 Date 11-17-2017 0 fr�NcmZna- -�-0'. '. f Drawn by Auth C1 in Checked by Checker Scale 1/411 _0IIoREVISIONS No. Description Date 1 st Floo evel 1 - O � F -. o Grade 1 75u- 10 0 0 North Elevation (Side) HI 1/411 = 11-011 Front and Side Elevations N Ell I A=300 I M O r O N COMMUNITY BUILDING i I j PROJECT-NAME COMMUNITY rh Roof Level BUILDING - PRO � � Y JECT ADDRESS � T 60 Grove Street Salem, MA 7_7I T -T- CLIENT 47 �- Tr �v - - LAR ties. LLCroper ARCHITECT r - _ - - - - - T - - T i r y - 2nd Floor Level : i K H-ALS A 1II ` I 17 IVALOO STREET SUITE 400 — — -- -- 1 St Floor Level - __ -- - --- SOMERVILLE, MA 02143 12 - 0" _ _.__ ___ __._ "`—"�---_��- =:--..� = - __ "�" .. '»» �;�: _ i — — — — TELEPHONE:617-591-8682 FAX:617-591-2086 Grade --__ - _ � f - 10 0 { I I I I ( I III I I . III III I III � I , 1 ! 1 1 1 ! I I I : . I . . I I , , I _._.-._ ;__..m, I , • I _____ I I I - I I - I - - — CONSULTANTS: I I I I I I i I FOUNDATION I I I I , I FLOOD VENTS i I I I I I I- � - � IIf - I i I i I I I I I i I i � I I 1 I I s I f lI I t I I I II I I 1 I n South Elevation (Side) 2 rh Roof LevelCL 40' - 81/4" - - - - - - - - - - - - 0 --- N -------- -- W LL _ COPYRIGHT KDI©2015 0 THESE DRAWINGS ARE NOW AND DO 0 - -- - - REMAIN THE SOLE PROPERTY OF KHALSA O DESIGN INC. USE OF THESE PLANS OR ANY U- FORM OF REPRODUCTION OF THIS DESIGN o WHOLE OR IN PART WITHOUT EXPRESS N WRITTEN CONSENT IS PROHIBITED AND 00 SHALL RESULT IN THE FULLEST EXTENT OF Z _ _.._.d , PROSECUTION UNDER LAW S \. REGISTRATION o -- E _._ co. to 2nd Floor Level - - - 71 22' 011 ---T _. 0 0 co, Project number 17065 U Date 11-17-2017 0� 0 1 : Drawn byTMC o y Checked by JSK c Scale1/411 c� v o j I No. Description Date m �= ra I i ,1111 1 st Floor Level I 1 ,/1 _ n , ,; ° 9 N Grade - I-- I z n West Elevation (Rear) °' 2 Rear and Side Elevations a An M I El O A-m301 - O N COMMUNITY BUILDING _ I I , - --- - -_ _ - - ---.it - _ ,-•..-,w-.-T--- ' BIKE PATH ACCESS/CONCRETE PAVER NOTE: OWNER TO INSTALL REMOVABLE BOLLARDS GRAPHIC SCALE WITHIN 5' WIDE CONCRETE PAVER WARNING 40 0 20 40 80 160 STRIP IF UNAUTHOIZED VEHICULAR ACCESS / - - - - - - 1 BECOMES PROBLEMATIC. ����T-..;, u� � _ _ y.= • 7 � '� 173 J16w / 1 REMOVABLE /� / I SB,/DH ( IN FEET ) / D BOLLAR � / i ' - \ �j �, (HLD LINE) 1 inch = 40 ft. QQr ' s '� �•� _ -- \ 25' WIDE 1P O` ' \ S.E.S,D. SEWER �`� V MAP 16 LOT 377 �7 \ EASEMENT / G, \ /og / � (1 HARMONY GROVE RD.) SB/DIH \ 1 HISTORIC HIGH - N 1 /�50 i / i 'I- 20,9091 SQ. FT FND & HLD I MAP 16 LOT,238 . WATER LINE � / p,�l �-r �" I 0.48 ACRES ; N/F V� y@� I 1\ I 50 GROVE STREET REAL EST, LLC \ \\ I LAND COURT PLAN 33813A 2NORTH 5 WIDE / / / i ER CAN L TIDAL HISTORIC HIGH G S.E.S.D. SEWER / i -' WuOD & METAL "- \ WATER LINE 1 \ p�% 0 . SEWER / BRIDGE W/ 8" PIPE REMEDIATION AREA I \ DECK= EL. 9.2± (SEE SHEET C-10) \ `' REPAIR EXIST. __._ R� Q15• (R1 /" BRIDGE FOR PED./BIKE USE IF PERMITTED I \ 1 1 BY MASSDEP I I \ I MAP 16 LOT 237 �p ��\ CC Pc�LG• �� �' i co V 1 m MAP 16 LOT 239 m 1 Q (60 GROVE STREET) HISTORIC HIGH W I V W (3 HARMONY GROVE RD.) HISTORIC HIGH \ U F-I= F- 26,946 SQ.FT. WATER LINE ' REMEDIATION AREA n I F- W < W 35,561 SQ.FT. WATER LINE F- W H W 0.62 ACRES ��F REVISE 60 GROVE ST LAYOUT / RAILROAD O I = \ \ Q =I Q = S'J 12 11/29/17& UPDATE GROVE ST COND. MAP 16 LOT 378 � (SEE SHEET c-1o) Z Q = Q 0.82 ACRES � ^ - n I- - cn l cn. \ _\\�`_ - (n ly) - - - - 7/30/15 UPDATE 60 GROVE ST LAYOUT -"I- CROSSING - - - - _ '- - -� - --(- . - - - NLA D CONCRETE 11 (5 HARMONY GROVE RD.) - =4- - - Z , - , - . - . - . - . - . - . - . _. _ , - - , - , - . - , - , -. . , - - . - . - , .- . - , - . - - , - PER CH91 REQMTS EASEMENT PROPOSED s' ^ CROSSWALKS AT 1 _'Q 44,432± SQ. FT - - 1 REMOVABLE 1 FENCE ALONG I A U THORI T l' 10 12/1/14 REVISE WALL NEAR BUILDING 1 1.02 ACRES 2 I BOLLARD 1 BA TRACKS R.R. TRACKs �. TRANSPORTATION TION R.R RACKf I I ENTRANCE GARAGE & ADD SIGNS. REMOVE 1 -I o �T;� �,� �_�+H-t Mj+Hi+4+H+H {I+Ei+i+H+l ;,,,;H,';;;1 H-{+H H+H►} �' } 1'' ;-} rrrr r� 7 rT rrrr H f H+f 1 I FH H I+H f 1 Fi I+f I ff f f i H+r-f I H H�I rr r rrr -n r r7 }I�}+i H H I f I+�H f H-H+I f i f+F++I f H H I +f+{+F f+I f f H H I-I�� I f H 1 f+I+f�+H I t+H H H+�H H H f- BOLLARDS ALONG BIKE PATH & i .41v), FENCE Ago G R.R. TRACK +}1 i}}t}1 H+I F+�� I��� µ++l+l+l H-+I+H�I�+�F+�t H+I+H+�+H-1-H i-H+H H H I H H i+i t I I I+�,ITI�1-�n�1 4+i++-H H+ I H++ �f N++ H+H++++H I+++H H+H F H f+F F+I+H+f+H f++ CHANGE MATERIALS. C TRACKS }. I I - I 1 N 9 10/16/1 REMOVE PROPOSED BRIDGES J tt� 1 2. OVER RIVER. WIDEN PATH & -► uSETT - -- - _ _ --- ---_ "NO VEHCILES" `� I SITTING 4.3' 8 -� CH `mom--� P 0 WESTERLY PARKING LOT FOR ` A - ,.. _�' _ SIGNS --®. PROPOS An 0 cS =� -t? _ C:: F °" ,.t' 5 WIDE CONC. ED 6' -� A`� " ' _s -� BENCHES M _ - - --'-1.= -- -- -. - '��,;; I COMMUNITY - _ - -•;;:;;�- ^;' -,�'=- - ..�:._v- _ FENCE ALONG -� EMERGENCY EGRESS. ADD '"` t KS (TYP) G _ 2 �-- - ,:._.-�,. ,.,: : ....--�... � : .. PAVER WARNING ''^^•i,.,,,,, ` I = �'''�-- TRACKS BUILDING fit{ t� :; `STRIP (SEE NOTE) I 24' X \ FENCE ALONG R.R. TRACKS & ` + 1 / _ _ _ IN, �' I - - `t - -�'i�� �� LANDSCA -r. 24 RIVER. REDUCE No. OF UNITS. STRIP ISLA 1 ..� N �_ WIDE n- > SHOW GROVE ST. 41}� -4= "' PROPOSED I 25 PED f• r71 (/ TYP 0 2) _ - 3.5' FENCE QUI l RECONSTRUCTION WORK. 1 ® _�----- BULK TRASH I / - FENC ENCL D ,.. � �_ - _ I --�,. O UPDATE TABLES. STRIPE r-1 MONITORING STORAGE AREA n \ I TR & CYCLI \� 5 4,-�, 1 � ` ISLANDS PER FIRE DEPT. 1 > WELLS WITHIN FENCED 1 / HAND AP B STO GEA A ` — QI r -� _ ' -{ ENCLOSURE / RA ® TYP CHB DING 8C C0/{/C �, I n/ 25.0KEP STRIPED 1 REMOVE PARKING & DUMPSTER 8i 3/10/14 i (TYP OF 4) ,1 II111 II ) ) EA,IER N PAT R r LOADING FROM REAR OF 60 GROVE ST. � GE H 7 �_ RACK �_ 9 �C�q /Q��/Eh7 q '�-� AREA �_ SIGNINTERPRETIVE W EPAVER NOTE GRANITE CURBING AT r V C,q/V / T 4/25/13 ENTRANCES. ZIo P P POS B DIN #1 _ .` �� _ 1 AL_ T�Q� NlT QLUC SURROUNDIt ADD RELOCATED MATERIAL 1 m RELOCATED \ I W/ AR U ER \ < �� RET �V 6 3/11/13 CELL -� IRE T CK = P TED ,� ` qL< ( ,. T04V 1� L11/6/12 MATERIAL CELLENT - � OSS LK (4 UNI ) � �• „� •;� ADD 1&5 HARMONY GROVE 1 GRASS) i n - � P "' 40.0 "�'� PROPOSED co -i - _ - (TYP .N.O.) OP G q g 6 _- -- _ -t1 5i AREAS TO PLAN rn \ - - = PR OSED __ ED UI -� N! E 3.5' FENCE of c _ {� CO RETE 1► W IN - -� LO \ , -- _ - ADD 1&5 HARMONY GROVE I n _ i B ERA S EWAL �'A AGE (� �' #2 1 R T Wq "NO VEHICLES" t - , 4 10/1/12 ROAD TO PLAN. RELOCATE PED -----� I PER UILDI ) ) 3_V ITS R , & ER NC T -.�` _T06v _ SIGN _ - BRIDGE. UPDATE TABLES. Or 4-------------------- ti \ PR OSED - P POSE -�M--�ENCy H' -! _Ct:- g_6f _F_UTURE =NE 'i ' - � `� �. CROSSWALK- " SEE NOTE, 3 9/19/12 UPDATE RES. AREA IS. (� 2 HIS RIC GH TYP F 2 �� 122.7 �- � ADD TABLE OF AREAS. -- _=: -" _. SHEET C-3A STOP BP SIGN & w, 1 PE UILDI ) AT LIN P BUIL G) �_ 2 7/15/12 HATCH RES. USE; ADJUST RES •� 0 A (TYP) �, :. _,.,_ ;_' P OPO "_ IIIIIIIIIIIIII�I y BOUNDARY ALONG BLDG 2 &3 STONE UIL _ /- _ ? 5' WIDE AND DRIVEWAY. UPDATE I ET Wq�L 1 MAP 16 LOT 236 1 S OER LK / Gq GE ND 3 _ • �I1""�-CONC. PAVERTABLE. MAP 16 LOT 217 ?.:.�.. = (4 . , ADD MATCH LINES. REVISE #60 N/F (64 GROVE STREET) _ - C� I �- (T -� rs) Isco C H SEE NOTE) 1 6/20/12 GRAVE ST. LAYOUT. UPGRADE 234,152 SQ.FT. _ SARKES � 1 •• :�:.,.• - TER INE SIDEWALKS & CROSSWALKS. #12 1 5.38 ACRES " ;. , ADD PEDESTRIAN BRIDGE. CAUTION: _ EXI . GRA TE s VEHICLES 1 N ~ L _ - CURBI AT SHIFT GROVE ST. ENTRANCE. o E ANC WIDEN VEHICLE BRIDGE. #6 EXITING" SIGN L - -�•� �, , -- — — — V DD BIKE RACKS _ _ _ BPD DISTRICT - pp MAP 16 LOT 218 _ _ _ _ BP DIS - A (P'UBLIC R L - _ -- - 6. F RES - - - - R2 DISTRICT - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - . - = 2 DI RIC - o\ No. Date Description - NA - - - - -1---.- _ - - _ - I Revisions z MAFI _16.LOT. ; ,,,,,MAp_f6, IOPO -{ ( � #4 i w �. 1224 LOT 225, „ , , MAP 16 - - 1 N TE \� -� r N/F '�34 N/F OT 227 SHED 3Q CROSSWALr AT tt = RESIDENTIAL SPACE o m MAP 16 LOT 76 Q' I MAP 16 LOT I C�NLEY I TUCKER #28 """"" SHED I ENTRA STOP SIGN I n, NJ/F I 223 I I LA SON i 1 PROP. AND STOP I (146,855 SF) �-- FLORES #2 N/F I I #32 -' - -'- -- FENCE BAR U41ALL � -• � W I MAP 16 A&N REAL /1 - Uf LOT 222 ESTATE MAP 16 LOT 23 MAP 16 N/F TRUST 1' N/F 1 ALL I syr NOTES: LOT 220 KOHLOFER I I . ,/r� I s c .� _ %' ROBERT y N F L'' �•,• � DEMEULE � � , , � MAP 16 LOT 232 #2 g` H• �„ 1) REFER TO SHEET N-1 FOR ADDITIONAL NOTES I / o ! I I; % MAP 16% I I m I .. BIT. OC}m PARKR4G o GRIFFIN y AND LEGEND. I BLANDEN I #44 I I Q I' ILOT 231 I MYERS I ; ` I „�.,,,,,, , 0 P 1 / I CIVIL 48 Z I I I I: , „ , , I N/F r10235 c #36686 I I „ , I ( ;,i;, ( l_.._ �, MAP 16 2 5 ��,c 20 # J ROSS # """'� MAP 16 N/F / l F f I #24 I PAR ING MAP 16 LOT, % LOT 234 LOT 380 PATTISON I #40 #381 #36 BIT. 3G MAP 16 LOT 229 I 233 #F' N F N/F •'"'` ` 13rd - - i CONC. # N/F �c1 i (8± SP,1 CES) _F ) CSIMGGIN PATTISON = ll Z9'l 7 BASH /- - -' SPERIDAKOS GRANITE CURB 1 BEAVER - - GRAN. - - ZONING CHART 1 STREET I POST REQUIRED I FND PROVIDED (Pueuc WAY , 3o wrroE) PER PUD 1 - - - - 000 SF ' - - - Griffin MIN. LOT AREA 60,000 SF 362, FOOTNOTES: - - �-. ,, r��f' MIN. LOT FRONTAGE 100' 161 .37' y`u 1) REF. SECTION 7.3.4.2 FOR MIN. FRONTAGE REQUIRMENT; R2 LISTED. _ -� ' �'f' ~' En ineerin MIN. LOT WIDTH - 164.1 ' GRAPHIC SCALE __- — ; •N# MAX. LOT COVERAGE BUILDINGS -- 14.5% 2) LOT WIDTH MEASURED AT THE REAR OF THE REQUIRED FRONT YARD _ - Group, LLC g SETBACK .FOR R2 ZONING DISTRICT. 40 0 201 40 so 160 -�� MAX. RESIDENTIAL SPACE 50% 39.4% MAP 16 LOT 242 - 3) MAX BUILDING HEIGHT OCCURS ALONG FRONT OF BUILDING 3. N/F MIN. FRONT YARD DEPTH -- 106.4' SEE ARCHITECTURAL DRAWINGS BY BEAUDS ART, INC. HARMONY GROVE - _ _ - - _ CC 495 Cabot Street,2nd Floor MIN. SIDE YARD DEPTH -- 4.9', 4) 216 SPACES PROVIDED FOR RESIDENTIAL PORTION OF THE SITE ( IN FEET ) CORPORATION _ -� _ - — Beverly, MA 01915 MIN. REAR YARD DEPTH 40.0 (1 .67 SP/UNIT). 15 SPACES PROVIDED FOR THE COMMUNITY 1 inch = 40 ft _ • MAX. BUILDING HEIGHT FEET 50' 44.15' BUILDING. - •- _ _ - - ! - — — _ - - - - MAX. BUILDING HEIGHT STORIES 4 4 _ �-- - 52 WIDE R� pISTRICT _ - ��_ - -T- _ Tel: 978-927-5111 5) LOT AREA INCLUDES #1 & #5 HARMONY GROVE ROAD. �._ - SEWER _ - -pR{� — �- _- — Fax: 978-927-5103 MIN. PARKING -- 2164 EASEMENT - - - �-- — _ A� 0 - NYGR _ � - - - - - - — -- - _ _— — _- _--- ��� _HAR LAR PROPERTIES, LLC SALEM MA MAP 16 LOT 378 (n _ - - - _ _ - '�� _ — (5 HARMONY GROVE RD. _ - {+ HNA } y �Lt13=_ �► - _ � _- J- — __ ) _ �� I pISTRti�}_C�T..}1-F}!-F+�'+{"►��H�}}+�� �G�-- ,. - — — -_�� 44,432± SQ. FT —� R I T Y y�}.}F+4+H 1 i��1 L- 1 > _� 1.02 ACRES - U TH H ICT. --�� '� n 0 rn A<a1 �"" -_'” { +�.�J_vj+-t+{+ EIell. F4�++�tt - pls1R- -e _ - - -- _ TIDAL — - ANSPORTATION{ _ - fes'=_ �- ,, 1z OVERALL N A�- T i-1- � _ - _ _ - I MAP 16 LOT 216 \ - - _ -_--" -- `TH RIVER cA- _ TS BAY � +{{+,I �+�+ { ++�1 �+= - - I N/F I ►,;m SITE PLAN 4. _�__--- NOR _ �- SSACHUSET I+I! } _{ — �- - TABLE OF RESIDENTIAL SPACE RAYMOND Ln MAP 86 LOT 135A , - � {+++{{{ ��y{{+lI+H+N - �- LOT AREA RESIDENTIAL NON-RES. D N/F ��- MAP 26 LOT 40 HHS USE AREA USE AREA of SOUTHERN ESSEX _ N/F y��+ N 60 (GROVE STREET 26,946 SF 0 SF 26,946 SF 10 `--- Sys 1"=40' SEWERAGE DISTRICT � MASS BAY TRANS AUTHORITY _ of c� 64 (GROVE STREET 234,152 SF 142,456 SF 91 ,696 SF '�' _ OWNK{�I{il+{ � �� 1 HARMONY GROVE ROAD 20,909 SF 0 SF 20,909 SF 1 1 fob No•:Ln 0700 C — 3 BOUND +++� _ �- ' - �I 3 HARMONY GROVE ROAD 35,561 SF 0 SF 35,561 SF 1 File Name: P/P/s�-b --�- I 5 HARMONY GROVE ROAD 44,432 SF 0 SF 44,432 SF I 1 TOTAL 362, 000 SF 142,456 SF 219,544 SF D•g� 12/20/11 - - �- ' MAP 6 LOT 237 CURBING NOTES: m Q HISTORIC HIGH 1) CURBING IN PUBLIC WAY TO BE GRANITE. ' (60 GROVE STREET) WATER LINE2) CURBING ON SITE TO BE PORTLAND �1- 26 , 946 SQ. FT. CEMENT CONCRETE. Uwlc..� w I— Ld I �-- Lu 0. 62 ACRES :2 m I Cn — PROPOSED — _.... —. , . — — — — — — . — , _ — — — , - -- - -- — — INLAID CON CRETE AUTHORITY CROSSWALKS AT . R TRACKS ENTRANCE IB1I-+H+H T - T { _ �_ -ST-I 1 I I ' I I -1 I I I I -I I I i Tl-T— TTTHTTTf� 1 2. V g G 4. 3 o ED 6' - SITTING PATIO r. �� LONG I BENCHES COMMUNITY ... P ACKS (TYP) .. O 1 -•._ � BUILDING - - - 24 LANDS 24 25 WI pE w �. > Z _ DUZ -_ g O o I -- — � ' PROP. STRIPED 25. 0 y BIKE LOADING � z- 7 -- RACK AREA -� INTERPRETIVE CA - SIGN W PAVER IvA gall j '-- -� SURROUND I 71DII LO�K ��--- 7 111/29/17 REVISE 60 GROVE ST LAYOUT L RE T & UPDATE GROVE ST COND. �'V�'1 �.__ 6 T/31/15 UPDATE 60 GROVE ST LAYOUT - L L ��/ PER CH91 REQMTS. 4(�. 0 PROPOSED EL. ENTRANCE AND ADD SIGNS. 5 12/1/14 REMOVE BOLLARDS AT GRq N' 'j' 3.5' FENCE 9, -+ CHANGE BIKE PATH MATERIALS. `' - ! E � REMOVE PROPOSED PEDESTRIAN 10/16/14 BRIDGE OVER RIVER. WIDEN RET. " " "` PATH FOR EMERGENCY EGRESS. V�/,�LL NO VEHICLES B' T• --:� T ADD FENCE ALONG R.R. _ C n'�• O _ SIGN TRACKS & RIVER. REDUCE NO. EMECONC E ' OF UNITS. SHOW GROVE ST. RGE pq �� L 9. 6� FUTURE GROVE STREET CROSSWALK NOTE: RECONSTRUCTION WORK. ADD (K P POSE ER Y GROVE ST. CROSSWALK. .. L� - ,,�' . ., ; •. _ CROS.SW�LI� OWNER TO COORDINATE CROSSWALK WORK REMOVE PARKING & DUMPSTER I K E R K ~��� _ 3 31/10/14 FROM REAR OF 60 GROVE ST. -� � WITH THE CITY OF SALEM AT TIME OF GH d= ,.n (KE (TYP F Z 1 22. 7 �� �°� (SEE NOTE CONSTRUCTION. PER CITY CONSULTANT, ENTRANCE. � NOTE GRANITE CURBING AT s THIS SHEET) 2 4/25/,3 N P BUIL G CITY TO CONSTRUCT CROSSWALK. .GRANITE � 10/1/12 RELOCATE PEDESTRIAN BRIDGE. CURBS AND SIDEWALKS AT CROSSWALK TO ADD RAMPS. --�. BE RECONSTRUCTED. ADD STRIPING AND Description P IIIIIIII No Date p OP �_ I SIGNAGE MUTCD W1 1 -2 & W16-2 AT O ED U _ 5 WIDE BOTH SIDES OF CROSSWALK. p) Revisions j �L SIG _ CONC. PAVER - NCR Gq 3 ti SIDE W LK GE N� WARNING STRIP 4 ' U 1 SEE NOTE) BIKE PATH ACCESS/CONCRETE PAVER NOTE: _ CTY TS) I STO I C H H OWNER TO INSTALL REMOVABLE BOLLARDS ,, .... M1 _. .,; TER INE WITHIN 5' WIDE CONCRETE PAVER WARNING �s STRIP IF UNAUTHOIZED VEHICULAR ACCESS so'� ROBERT s9`G v EXI GRA TE BECOMES PROBLEMATIC. . l� GRH. IFFIN CURBI AT CIVIL y #36686 ® : E R ANC ® t —I- — — — — - - - - - _ --- . -- —BP IS 2 DI RIC � s - � woo MONO -- f7J, _ .. _ _ _....- r . Griffin En ineenn ROPO LLC N C ETE I roup, I CROSSWAL AT �-� 30. E N TR A I ' 495 Cabot Street, 2nd Floor STOP SIGN Beverly, MA 01915 PROP. AND STOP Tel: 978-927-5111 FENCE BAR WALL Fax: 978-927-5103 ALL LAR PROPERTIES, LLC 16 LOT 232 #2 SALEM, MA N/F BIT. CONC. PARKING MAP 16 MYERS / L #10 LOT 235 � MAP 16 ----� I MAP 16 N /F d LOT 380 PAR I N G MAP 16 LOT LOT 234 PATTI SON SITE LAYOUT I ( 8± 233 #6 N /FN/F SP CES) PATTISON PLAN #11CSWI GGI N SPERIDAKOS GRAPHIC SCALE S 1"=20' 20 0 10 20 40 80 El\ VER STREET PL-m 9.1.4 F-4 A Job No, 700 , ( IN FEET ) File Nam P/P/S/h„-b C (pUKIC WAY � 3 0 WI D E1 inch = 20 ft. Q-Qt%- 6/20/12 . SOIL TEST PIT DATA (10/17/11) -SEE SHEET C-413- TP-1 (EL. 15.9) DEPTHOH RIZON TEXTURE COLOR MOTTLES OTHER 0-80 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH Z F--- 80-120 C1 S 10YR 5/4 SINGLE-GRAIN, LOOSE, VARIES ACROSS PIT U W Uw NO REFUSAL, NO WEEPING, NO MOTTLES ROOTS TO 108" �-- W (� 00 �r ESHWT: <5.9 (>120") ' V Q _ Q _ LIMIT OF WORK/ _E� (� TP-2 (EL. 17.6) U1 DISTURBANCE NE S - _ - DEPTH HORIZON XTURE COLOR MOTTLE OTHER 0-54 FILL SANDY GRAVEL, BRICKS, LITTLE TRASH 54-64 A FLS 10YR 3/2 GRANULAR i TH T ; 64=74 . B ... LS7.5YR 6/6 FRIABLE, BLENDS WITH A LAYER U ORI Q C� 74-120 C1 S 10YR 4/4 MED. SAND, VARIES ACROSS PIT R TRACKS -o TEMPORARY NO REFUSAL, NO WEEPING, NO MOTTLES I I I I V I I I I_I -i-»-H--H-1 f SILT SACKS ESHWT: <7.s (>120") *++++­I--H-++H+! 11 11 11 11 11 11 11 I ST �T ill ( -�-i� 1 1 i I I i -I 1 1 1 1 I i I I I III I I 1 I 1 1 I i_1_�_i 1 1 1 1 1 1 i 11_I I I ��_ � I I I I I I r I 11 I 1.. d+-1�-H TYP O F 3 C B} ) TP=3 EL. 17.3 Q �- DEPTH HORIZON T XE TURF COLOR MOTTLE OTHER G 1 QX 9X6 9X5 ,Q 0-24 FILL -- - SANDY GRAVEL, BRICKS, LITTLE TRASH ® <� 5 G 24-36 A/B FLS 10YR 3/2 GRANULAR ' v'-�t�,�� � --� � �xo _ 36-.120 C1 S 10YR 4/4 MED. SAND, -i "TI OT -�O �� NO REFUSAL, NO WEEPING, NO MOTTLES ' me 0 C U �I T� ESHWT: <7.3 (>120") SOS O�N 12XO � NOTE: SOIL TESTS PERFORMED BY: J. BLANCHETTE, P.E. ON 10/17/11 ! CONTROL S BUILDING CB16 9 7 C L - tit x Q_ . �n Ln N :X :;-OO In S� SOIL TEST PIT DATA 4 11/12) _ LIMIT OF WORK FF=12.0 0: • x X S ( / �' `��`::� C� 8X75 � � TP-2A (EL. 18.0) �_. d DISTURBANCE 10XO '� - `- \\ DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER ( 0-78 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH D QO 78-120 C1 S 10YR 4/4 SINGLE-GRAIN, LOOSE, VARIES ACROSS PIT d �- /\ NO REFUSAL, NO WEEPING, NO MOTTLES _ Q ESHWT: <8.0 (>120") I-5.25 � ,� '9X4 9X6 �J y TP-3A (EL. 17.5) DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER y 9e �. Al-OR - _ _ '-� fl ` Z_ 0-60 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH - _ -SOP. OUTFALL 60-72 A/B LS 7.5YR 6/6 FRIABLE, BLENDS WITH A LAYER STR U C�E'�, -Q � 72-120 C1 S 10YR 4/4 MED. SAND, POCKETS OF COARSE SAND NO REFUSAL, NO WEEPING, NO MOTTLES CA PIPE INV. 4.0 „ d� �� _� q N' d a-!5` ESHWT: <7.5 (>120 ) 9 11/29/17 REVISE 60 GROVE ST LAYOUT _ TE U - � (SEE DETAIL} �_ & UPDATE GROVE ST COND. - TO L OC D D PERC. TEST 1 TP-2A UPDATE 60 GROVE ST LAYOUT �E ' # „ 8 7/31/15 PER CH 911 REQMTS. • yV � N PERC. RATES: 1.7 MPI, DEPTH OF PERC = 90 REVISE DRAINAGE ON 60 GROVE -� �_ 70 OX��t �� ® ® 7 10/16/14 ST. & OMIT OUTFALL #4. O �` PERC. TEST. #2 Cc?.TP-3A ' Y -�.•" �-- „ REVISE OUTFALL #1 AND _ �� �L --- PERC. RATES: 3.3 MPI, DEPTH OF PERC = 96 ADJUST WEIR MANHOLE. �� �--� ® GR,� 9• 6 �- \�"� 6 3/10/14 REMOVE PARKING & BASIN � � �' �`- �__\ NOTE: SOIL TESTS PERFORMED BY: J. BLANCHETTE, P.E. ON 4/11/12 FROM REAR OF 60 GROVE ST. _ L REMOVE BLS` COMPENSATORY O -' 5 12/30/1 FLOOD STORAGE AREAS. REVISE 1 PATH GRADING & NOTE 3. i�D _� �_ L- TO _ - \� _ PRECAST STRUCTURE SCHEDULE TW=220 ® ��-� �` p -- / - �- 4 7/5/13 ADD BLSF COMPENSATORY i ' L �_ ® L . 9. 6 + `'"_, \ \ CB5 INV.-12.0 -' -� R o J, 6 �- DMH5 5'0 � DMH11 FLOOD STORAGE AREAS. B21TMENT RIM=19.00 RIM--15.40 OMITTED REVISERMWATER D ~^� - __-- I(in)=9.43 (1$ ) ADDA ORAD REVERFRONT AREA 11 -� INV.=16.00 �_ p ` � ® \ - YD2 6" 3 3/11/13 LINES. D DMH7B ��\ �` , V CB6 I(in)=12.20 (12 YD) RIM=20.75 RELOCATE PEDESTRIAN BRIDGE. RL �- _ .-1 t� \ I(in)=12.20 (12") INV.=11.50 2 10/1/12 � = 1 W=21 0 -��RLQ_ __ r �`� \ --' RIM=15.25 I(in)=12.20 6 ADD RAMPS. -� , INV.=12.25 ( )„ 1 9/10/12 ADD LIMIT OF WORK/ r L \ �'�' X ) \ I(out)=9.33 (1$ ) YD4 12" DISTURBANCE LINE. PROPOSED R 11 D WQ!-2 ,/ \ S D --�-� ] QPOS =� � Q ® - C67 NIv=112 70 No. Date Description k ROP. 8 S� E� BU PROP. 8"� DMH7A RIM=14.00 R MH1 4.40 `A ROOF LEADER W �LDIN �\ k INV.=11.00 Revisions / G G � �, - I(in)=8.95 (18 ) WQS2 : :• / AR #3 ROOF LEADER c61s I( )-1o.so (12") nc 1 .5% SLOPE GE (L' ' m - (6' 0 DOWNSTREAM n ' Y > �1 V DER 1 SLOPE 1 RIM_8.75 I(out)=8.85 (18") DEFENDER -� ,-D TO DMH3 3 (�JN INv.-5.75 ) I T TO DMH7B RIM=9.75 G S) TRD1 �, DMH7A 5 I(in)=6.00 12" a� OQ 8� G_ , • 0 \ ___77, I OMITTED (BYPASS WEIR MH) I(out)=7.00 (12") qs r R E FF-= PROP. 6 o \ RIM-10.50 z� 1 \ ROBERT y X L Z� 2 �� WEIR-7.25 WQSS R X.._ NE ROOF LEADER 7 71 \ TEMPORARY \ `� CB21 l(in)=7.10 s H. G - : (4 0 FIRST DEFENSE) (1 8") 4 < o GRIFFIN L � � RIM=9.00 „ _ MIN. 1 .5% SLOPE o CONSTRJGTION ' INv.=s.00 I(in)=8.00 (6 ) RIM=10.of A CIVIL � , . HP 5 �,,� :.. .. TO DMH5 �` . I( ( „) I(in)=5.44 (12 )„ 36686 HP � ENTRANCE C•E out)=7.00 12 " �o� ��. r =u" T, ` TRD1 I(out)=7.00 (18 ) I(out)=5.44 12 \: x82 ' .,/� q R�---_ ` �` �. .�� (TRENCH DRAIN) --�' R M H 6 - / _ DMH7B � CLEAN OU T -: - `::; L �� j.� LIMIT OF RIM-10.95 5 R D INV.-10.40 RIM=9.50 MH (TYPICAL) I(in)=6. (8") ���_�D --�/ _ ( R B6 i- -__ --_ c> o c. v WORK/ DMH4 I(m)=5.50 (12") 1 \ TW 28. D 22-- C`B -,20 ____-- ------ -- D _/-��--- U L D ry o o DISTURBANCE G RIM=19.20 I(in)=6.50 (12") Xao B-- 4 ` D / D D D o _ o I(in)=12.25 (18 ) I(in)=6.00 18 _ - _,..w a . `, I(in)=15.88 (12") „) /T�VV 'J� _ \ 1 7�4 tit „ (out)=4.20 (24 ff ON ON Aff =2 �/_2 I(out)=12. (18 ) _ TW-=34 TW 2.0 T 0.0 <A 15 4 ; f l _--� �-,.- ---��-. - 9x5-0 \ - - - �- •� , ty:.:,�;.^,;•k _-� �G _ _ ._-'`•• / YD4 TO BE 4 MANHOLE WITH 2 SUMP AND BEEHIVE GRATE Gnrun Engine nng 34^ _ E AH MODEL a ( No. R-4340-C) Group, LLC . �4 �� NEN e - •�„ ~�-- <6 PIPE SCHEDULE 495 Cabot Street, 2nd Floor SHALLOW �-\ Beverl MA 01915 20 -ROM PIPE LENGTH DIA. SLOPE y' Q ((�� S WA LE �\ \, .� A �� \ R"M -`-. `�2 \\ -, DMH3 to DMH4 166.8' 18"0 1.5% M -� � \ Tel: 978-927-5111 --\ y I \` `�8 �- ��\ N ` \ S C B 5 to DMH 4 5.9' 12"0 2.0% Fax: 978-927-5103 ETAINING WAL = , \ ••� „ 4 \ E ALONG TOP � -> -0 _- �'•3 e �U-�-- •�-- �'/ \ \ � � \ \ DMH 4 to DMH5 181.2 18"0 1.5% PPRO 6 CB6 to DMH5 2.6' 12"t0 _ 2.0% AIL, SHEET CJ7) GEOGRID REQD �. ALL 6' �, � . - I M I T OF \3 i �/ / a' YD4 to DMH5 26.0 12"0 2.0% E AVATIO IN WALLS GREATE 8-- LIMIT OF WORK/ NOTES: _. _ LAR PROPERTIES, LLC � � DMH5 to DMH6 15.3 18"0 2.5% 16 LOT 232 THAN 11 ' EXPOSED DISTURBANCE , #2 1) ALL DRAIN PIPES & ROOF LEADERS TO BE CAPABLE OF - SALEM, MA �� �� ,�. / SUPPORTING A MINIMUM H-20 LOADING. CB7 'to DMH6 20.0' 12"0 2.0% PARKING HEIGHT /, - N /F , FBIT. CONIC C. 2) .DETAILED RETAINING WALL PLANS REQUIRED DURING I �� �� MAP 1 6 ; CONSTRUCTION. TYPICAL SECTIONS ON SHEET C 7 ARE DMH6 to DMH7A 56.3' 18"o 3.1% MYERS I LIMIT OF WORK/ / - i DI -TURBANCE I #10 i // ///✓ / LOT 235 PROVIDED FOR PERMITTING ONLY. TRD1 to DMH7A 35.0' 6"0 6.9% ' I 0 3) STORMWATER RUNOFF FROM BUILDING 1, 2 & THE MAP 16 MAP 1 6 N/F / SOUTHWESTERLY QUARTER OF BUILDING 3 ROOF IS TO BE PIPED DMH7A to WQS2 11.0' 12"� 9.0% I LOT 3HO i THROUGH ROOF LEADERS TO THE INFILTRATION FIELD (DMH3). DMH7A to DMH7B 11.6' 18"� -8.s% GRADING, DRAINAGE 8c MAP 16 LOT LOT 234 PATTISON CONTRACTOR TO COORDINATE ROOF LEADERS WITH BUILDING -- EROSION CONTROL ' 233 #6 N N /F i DOWNSPOUT LOCATIONS. REFER TO BUILDING PLANS. WQS2 to DMH7B 8.8' 12"0 5.7% / j 4) TEMPORARY CONSTRUCTION ENTRANCE TO BE CONSTRUCTED - -� PLAN # C S WI G G I N P A TTI S O N AT PROPOSED GROVE STREET ENTRANCE. CB21 to DMH7B 53.3' 12"0 0.9% ' i ' r 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. DMH7B to OF#1 9.0' 24"fib 2.2% SPERIDAKOS -GRAPHIC SCALE SCALE C816 to WQS5 58.4' 12"0 0.5% I - � s� l'=20' 20 0 10 20 40 7­1­ 71'. -]- ­ e0 WQS5 to (E)MH 20.0 ��12"oT m ei 1.0% NOTE - ALL DRAIN PIPES TO BE CORRUGATED STREEERJob No, 700 ' ' 1 � IN FEET ) [3EA V _ C- 4A C) PLASTIC PIPE OR RCP. Y 3 WI D L/ i iinch = 20 ft. �l�`- P�P�S�h b �. (PUBLIC WA D� s/2o/12 'Q \ vwlvw w l w Bu�-��R = Q = ZONA S S :2 Cn I cn 15 i AUTHORITY . R TRACKS i I ► I I I ��i r-I l� d Tj� l I f f 1 I I - a N --- -- - - -- — —HA I-I-I1 I—I I-I —1 H� HH = - } 111 I InI �� �-H-- ,� � ; i 1 TTT - -E-{-{-{- -H- ! G�j EXTEND WATER EG I)E� SERVICES , Y RIM=1,.0.3I HJWCPATIO (SIZES T. B.D.) a � 0 I(IN)=6.85 COMMUNITY OUT)=6.8 0 ! --._ BUILDING :... f- PROP. WALL _TC G VV _ D Q© MOUNTED LIGHT C '- G . r° �--\ :Y (TYP. OF 3) PROP. GAS TC SERVICE - NEW 6 I~� y g.6 - ! N-OR SEWER o SERVICE E toSTS n1 -7 VIA- CA NA L GRAN/ 7- S 0S stvIDTH K (� S PROP. LIGHT (20 RIM-10.3 qLL T MOUNTING HEIGHT) S I(IN)=5:85 8 0 SDR35 PVC L. 9 GRANA-�-�uT =5.80 — UTILITY POLE S-0.005 FT FT 8„0 S LQCK SEE NOTE „ RET = TO BE RELOCATED &UPDATE ROVE ST LAYOUT —_ —_ 2 �A 5 6i 11/29/5 MOVE NEW TRIPLE GATE IN DING '(� /.�D 0 SDR35 S A (- TQ B Y CITY 7/31/15 GROVE ST VICE. ED R� PVC VVREVISE DRAINAGE ON 60 _���R� �� EL �4. 10/16/14 GROVE STREET & STORMWATER -� OPE. _ .: 0. 00 . 6 •. � OUTFALLS. ADJUST SEWER D 1-.-__` INVERTS. H/wc `-�RL T/FT S �'— �� -- - REMOVE PARKING FROM REAR D D �_ _ -- 3 3/10/14 OF 60 GROVE ST. 2 12/30/13 ADD NOTE 5 & 6 s , D H4 ABAINDON EXIST. 1i 3/11/13 LINDSFORAD RIVERFRONT AREA PRQP Qp RIM=1 ±,, S WATIER SERVICES No. Date Description REMOVE ALL OSED BU PROP. 8 i(IN)=5.65 & V'ALVE PIT PER ! EXISTING ON—STIE VVI G BUILDING PVC BUILDING S I(OUT)=5.60 EX15T• ""�� Q CITY” STANDARDS Revisions UTILITIES UNLESS ARAG #3 SEWER SERVICE. ®� 8'' E UNDE s NOTED OTHERWISE. X43— U R MIN. 2% SLOPE. D 3 L NI TS) S EXIST. IS MIN. 18 EXIS W TER '°V 1O� C ` t� VALVE -�ry � . . _ - . -_.- -.-.: -...:. ._ • � . . . . �U� �, zQ SEPARATION MDC TRAP #2 o PIT HE ESMH1 S. P� S ROBERT EAT CROSSING RIM=11 .25 S o4 H. " GRIFFIN 1(out)=7.0 o EXIST. 8 WA y CIVIL w -- .�,.,- W � o" S WER s #CIVIL �4 W �-� -� ., . EXIST. � ,.�` �'" S s ESMH2 G - G DW G D G — r D D D 'MER S .-.. r� { _ Griffin M s_ .= = 'f~'; �'`rz Bering NNE T TO En in ..,..,:. . . .. _. .: ,: �; o SERVICE EXISTING SMH Group, LLC ' Y REMOVE & RESET PROP. SEPARATE 4"0 -r SIZE BY UTILITY RIM=11 .30 UTILITY POLE. POTABLE WATER SERVICE & PROVIDER I(IN)=5.20 495 Cabot Street, 2nd Floor 2Op� S RISER DOWN TO FIRE PROT. SERVICES. SEE I(OUT)=5.15 �`�� Beverly, MA 01915 ETC' .e XFORMER PADS. R0 ' MNOTE 1 &3. (TYP EACH BUILDING) SEE NOTE 2) ,5 Tel. 978-927-5111 4 ETC Y S c lax: 978-927-5103 WALNOTES L w 1) FRE PROTECTION BUILDING SERVICES TO BE SIZED BY MECHANICAL ENGINEER PRIOR TO ISSUANCE OF BUILDING PERMIT. ROP. 8"0 CLDI ALL 111V 2) EXISTING SEWER SERVICE IS CURRENTLY BRICKED—UP. CONTRACTOR TO ! PIPE. MIN. 5�/ i REMOVE BRICK AND VIDEO INSPECT EXISTING SERVICE CONNECTION TO THE ILAR PROPERTIES, LLC i 0MAIN. CITY TO DETERMINE IF SERVICE IS ACCEPTABLE FOR REUSE OR 6 LOT 232 COVER #2 NEEDS TO BE REPLACED. REPLACE SERVICE WITH 10" SDR35 PVC IF SALEM, MA N /F ! BIT. CONIC. PARKING / i/ /i , REQUIRED. CONTRACTOR TO REBUILD INVERT AND REPAIR DAMAGE FROM MAP 16 BRICK REMOVAL. M YER SI 3) COORDINATE BUILDING SERVICE LOCATIONS WITH OTHER DISCIPLINE #10 LOT 235 / DRAWINGS. L�I/ I MAP 6 i EXIST. SEWER 4) REFER TO SHEET N-1 FOR ADDITIONAL NOTES & LEGEND. IX MAP 16 i N /F / �.�CH EDU LE 5) CONTRACTOR TO VIDEO INSPECT EXISTING BUILDING SEWER SERVICE FOR LOT 38O i Q2 60 GROVE STREET AND REPAIR OR REPLACE IF NECESSARY. MAP 6 LOT ,/ / LOT 234 j PATTISON ESMH1 - 6) CONTRACTOR TO PRESSURE TEST NEW SEWER MAINS TO VERIFY WATER UTILITIES PLAN 233 i #6 N /F N /F RIM-1 0.26 ...�., ' PROPOSED TIGHT CONDITION. 7) CONTRACTOR TO VERFIY EXISTING SEWER MANHOLE (ESMH2) INVERT CSWIGGIN PATTISON INV=3.08 TRIPLE GATE PRIOR TO SETTING ANY STRUCTURES OR SEWER LINES. SPERIDAKOS VALVE I _ GRAPHIC SCALE Sc 1"=20' ESMH2 -- RIM-11 .28 I 40 o zo 40 so ,Bo _ ERINV=5.13 ,lob No,: goo AY N 30 WIDE) I rn- U3 1=3 File Name: P/p/s/h-b C- 5A . .. L . . . WIN FEET ) (pUKIC 1 inch = 40 ft. Dgk 6/20/12 MAP 16 LOT 238 \ N/F 50 GROVE STREET REAL EST, LLC LAND COURT PLAN 33813A MAP 16 LOT 239 3 HARMONY GROVE RD. EXISTING 35,561 SQ.FT. RAILROAD BRIDGE 0.82 ACRES ABUTMENTS HISTORIC HIGH HISTORIC HIGH PROP. 6' HIGH RAILROAD PROPOSED 6'ALONG WATER LINE TRACKS WATER LINE FENCE ALONG MB TA FENCETRACKS 1 t-_� I'��(� [+ RAILROAD TRACKS11 III —I�-}-E-� t 1 I��-N���f-1 -F11 fill (1)Ac (1)Ac (1)Ls (1)Ls (1)Ns 7)Th -}- r- + \\ _ (2)Zel (5)Iv MAP 16 LOT 237 (5)19 O J PATIO (1) it �� 0 LAWN (60 GROVE STREET) \ (2)Vd 1 Ac 26,946 SQ.FT. LAWN COMMUNITY - (3)19 2 Perennials (3)Rr LAWN \ O �� 0.62 ACRES Perennials 1 (1)Po - ---.__._� + BUILDING 1 Jv \ O (1)Ac (4)Iv, = 24 24' �A \ Perennials (2)Hm 3)Hm '.,::=' \ a ,� Perennials _ EXIST. GRANITE --- (3)19 3 Hm y - -. (3)Ig _,:_: O (3)Pj (3)Rr Perennials " •' -'-� BLOCK RET. WALL :. . . L PROPOSED - 1)Oa PROP. BENCH q Cn 3.5' FENCE �., PROPOSED + (TYP OF 2) -__.:. -. \ --- 3.5' FENCE -___-____ _�A (1)Po �� (3)Cs (3)Mp (1)Ac "- 14' BIT (3)Am /�//1 T - PROP. ENTER CONC pA _ BIKE RACK (1)Ac Perennials (3)Cs + + ` ® GENCY LANE __._ VC -___ 1 Jw -1- 7-/ ^ O (2) EXIST. LAWN ��� (2)Ig 5 WIDE -l- + T (., ftmft CONC. PAVER + + + �'�L �� �� V� / - _ __ (3)Rr ...-... 10"0 LINDEN f TEES TO REMAIN WARNING STRIP + _ --� 1'-•-_. _ (1)Ls _ + `---�_ �: __ (1)iv INTERPRETIVE •}- +� ., I �_ _ Perennials (2)Am _ SIGN W/ PAVER PROP. BENCH PROPOSED fi� -> u SURROUND + -} - (TYP OF 14) 3:5 FENCE PROPOSED --- - _ 3.5 FENCE ,a HISTORIC HIGH --_- + (1)Til � WATEP. LINE - �" __--- ,:_ PROPOSED BUILDING �2 :. LAWN AN/TE OCK Perennials --- W/ GARAGE UNDER -�- ---_ REr. WALL EXIST. BOX es (43-UNITS CONCRETE _ _ --'� '"r \ CULVERTS ; SIDEWALK B + ,• 14 -- _ --_ (TYP) -+" -�-__ a/T' CO �. .``\... + �- -f- EMERGEN C' PATH CANE PROPOSED �� '-•.�� �\ ,� 5' VdID - M1 BI - E ... 164 GR0UE S T. = ----- - - •- -• KE RACK x CONC. PAVER � BIKE (TYP OF 2 _-_� NARNIIJG STRIP ® ® L RETAINING PER BUILDING) -- No. Date Description �`" ---_ `` Revisions WALL PROPOSED BUILDING #3 - --_ W/ GARAGE UNDER � --- _ (43UNITSx HISTORIC HIGH , WATER LINE01 MAP 16 LOT 236 '/ �--_ ti;,? �- ty sI LA+NN � F (6 GROVE SQ.FT. _ Y \ �� �- \ 9�y 0 5.38 ACRES + L \ H. / ROBERT N GRIFFIN 366 6 �� PLANTING SCHEDULE LANDSCAPING NOTES: L E G E N D 1. NEW IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS THE SYSTEM SHALL BE EQUIPPED WITH - - PROPERTY LINE TREE KEY AND LIST: A SOIL MOISTURE SENSOR AND RAINFALL SENSOR TO PREVENT UNNECESSARY WATERING. _--i EXIST. GRANITE WALL QTY KEY BOTANIC NAME COMMON NAME SIZE rf����1� �- EXIST. BUILDING 7 Ac Acer Rubrum 'Armstrong' / Red Maple 3.5-4" cal. 2 PLANTING MATERIALS AND METHODS PER MASSACHUSETTES HIGHWAY DEPARTMENT SECTION 771. - _ 5 Am Amelanchier randiflora 'Autumn Brilliance' Serviceber 6-7' ht. ---- --- EXIST. EDGE OF PAVEMENT �` ,{ Gfiffrjun, 3 JV Juni erus vir iniana Eastern Red Cedar 6-7' ht. J. ONE TREE OF AT LEAST 3.5 CALIPER FOR EACH 3 PARKING SPACES TOTAL TREES REQUIRED - __.-_ TO BE PLANTED AROUND PARKING AREA IS J. TOTAL PROPOSED TREES ADJACENT TO PARKING -- EXIST. CURB t' `1� -�. Englneenng 3 Ls Li uidambar st rociflua 'Slender Silhouette' Sweet Gum 3.5-4" cal. AREA IS 5. Grow LLC MEAN HIGH WATER p� 1 Ns ' N ssa s Ivatica Black Gum 3.5-4" cal. 1 Oa Ox dendrum arboreum Sourwood 5-6' ht. 4. LANDSCAPE DESIGN AND PLANTING SCHEDULE BY LAURA RUTLEDGE, REGISTERED LANDSCAPE OBSERVED LOW WATER 3 Po Picea omorika 'Brogan' Serbian S )ruce 6-7' ht. ARCHITECT, OF BEVERLY, MA. — — HISTORIC HIGH WATER 495 Cabot Street, 2nd Floor - 3 Th Thuja 'Wintergreen' Arborvitae 6-7' ht. n TOP OF BANK Beverly, MA 01915 2 Til Tilia cordata 'Greens ire' Littleleaf Linden 3.5-4" cal. PROP. BUILDING Tel: 978-927-5111 2 Zel Zelkova serrata 3.5-4" cal. SHRUB KEY AND .LIST: PROP. CURB Fax: 978-927-5103 QTY KEY BOTANIC NAME SIZE PROP. EDGE OF PAVEMENT 6 Cs Cornus sericea 'Artic Fire' / Redosieir Dogwood 5 of PROP. FENCE 16 I Ilex glabro 'Shamrock' / Inkber 5 of 9 IV Ilex verticillate / Winterber 5 of ® PROP. BENCH 10 Him H drangeo macro h Ila 'Endless Sumimer' 3 of LAR PROPERTIES, LLC 6 M Myrica pens Ivanica / Bayberry 5 of SALEM, MA 8' P' Pieris 'japonica 'Andromeda' 5 of 9 Rr Rosa vir inionam Virginia Rose 3 of 2 Vd Viburnum dentatum / Arrow wood Viburnum 5 of PERENNIALS KEY AND LIST: QTY KEY BOTANIC NAME SIZE 60 GROVE ST. _0 Hem Hemerocallis 'Happy Returns' / Dayli lies 1 of Hos Hosta 'Froncee' 1 of LANDSCAPE E.. Ms Miscanthus sinensis 1 of PLAN a Pon Panicum virgatum Switch Grass 2 of 4 o Penn Pennisetum alopecuroides 'Hameln' / Fountain Grass 2 of o, Per Perovskia atriplicifolia 'Little Spire' / Russian Sage 1 of - m Rud Rudbeckia ful ida 'Goldstrum' Black-eyed Susan 1 of GRAPHIC SCALE Sys 1'=20' � So Salvia 1 of Se Sedum 1 of so o to 20 40 so ,lob No, 700 - C- 11 ( IN FEET 1 inch = 20 ft. ' 11'/29/17 - _ _ REVISIONS NO. DATE DESCRIPTION 6/20/12 REVISE PER PEER REVIEW AND PLANNING BOARD COMMENTS L 2 7/15/12 MISC. REVISIONS 3 LAI 9/10/12 REVISE PER REVIEWER COMMENTS. 4 9/19/12 UPDATE RES. AREA. CALCS. ; rj ADD 1&5 HARMONY GROVE TO 10/1/12 PROJECT 6 11/6/12 COMPILE UPDATED PLAN SET Etm � V LE OP END S E : .. 4 .71 { 777IF - I Aff IL Ar ...... i 3 F �I l yy� C y 9 4 P t LIS r MJF DRAWINGS : REVISED NOVEMBER 6 N-1 PLAN NOTES OWNER & MRM PROJECT MANIAGEMENT, LLC pti C-1 : BOUNDARY & ZONING PLAN APPLICANT: 9 ABBOTT STREET BEVERLY, MA 01915 �TST ' °�� s� C-2: EXISTING CONDITIONS PLAN s,. HARMONY GROVE CEMETERY - ENGINEER: GRIFFIN ENGINEERING GROUP, LLCC1:,� OVERALL SITE LAYOUT PLAN P.O. BOX 7061 f � yARMO y S 100 CUMMINGS CENITER o m " °Ro,� C-3A-C: SITE LAYOUT PLAN z D RD• o� ROBcoERT �y M SUITE 2246 O Nr GRIFFIN civCIVIL -"', q/^/ sT � S.�C � �• y � �R � C-4A-C: GRADING, DRAINAGE & BEVERLY, MA 01915 yes Q EROSION CONTROL PLAN s SURVEYOR: LEBLANC SURVEY ASSOCIATES w C-5A-C: UTILITIES PLAN n 161 HOLTEN STREET SI TE PN P DANVERS, MA 01923 eos� Q RSR C-6: DETAILS co oti �, N• o� B� r a ��GE 5�• BUILDING BEAUDS ART INC. �FRST s� S�- C-7: DETAILS II p ARCHITECT: ��`• `��' F����P 15 LONGWOOD DR. C-8: DETAILS III KENNEBUNK, ME 041043 BoArire D °ST°N S . C-9: DETAILS IV LANDSCAPE SEBAGO TECHNICS APFR� ARCHITECT: ONE CHABOT STREET 0 SITE: P , 1 OF 1 LANDSCAPING PLAN WESTBROOK, ME 04098 a 1 OF 1 PHOTOMETRIC PLAN i SITE WLS LIGHTING SYSTEMS z Q LIGHTING: 1919 WINDSOR PLACE A1 . 1 FIRST & UPPER FLOOR PLAN m FORT WORTH, TX 76110 E } A2. 1 EXTERIOR ELEVATIONS LOCUS MAP A2.2 EXTERIOR ELEVATIONS 400' 7T- GENERAL NOTES: EROSION CONTROL NOTES (CONT.): UTILITY NOTES (CONT. 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE 10. ALL PROPOSED SLOPES (EXCLUDING RIP-RAP SLOPES) STEEPER THAN 5:1 AND ALL SLOPES 14. WHERE WATER MAINS CROSS OVER SEWER LINES WITH LESS THAN 18" VERTICAL CLEARANCE, EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF REGARDLESS OF SLOPE WITH AN OVERALL CHANGE IN GRADE GREATER THAN 10 FEET FROM TOP TO AND WHERE WATER MAINS AND SERVICES CROSS BENEATH SEWER LINES, SEWER LINE AND WATER VARIOUS PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS BOTTOM SHALL BE STABILIZED WITH EROSION CONTROL MATTING. IT IS THE RESPONSIBILITY OF THE LINE SHALL BE CAREFULLY ENCASED IN CONCRETE. ENCASEMENT SHALL EXTEND FROM PIPE NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND CONTRACTOR TO REPAIR ANY DAMAGE TO PROPOSED SLOPES (SLOUGHING, EROSION, ETC.) THAT SURFACES A MINIMUM DISTANCE OF 8" ALL AROUND AND ENICASEMENT SHALL EXTEND ALONG UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF RESULT DURING CONSTRUCTION, AND INSTALL EROSION CONTROL MATTING AS DIRECTED BY THE EACH PIPE A MINIMUM DISTANCE OF 10 FEET FROM THE OTHER; PIPE AS MEASURED NORMALLY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES, GOVERNING ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. FROMM ALL POINTS ALONG THE PIPES. PERMITTING AUTHORITIES, AND "DIG SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE ENGINEER OF RECORD SHALL BE NOTIFIED IN 11. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL HAYBALES, EXTRA SILTATION 15. PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL WRITING OF ANY UTILITIES INTERFERING WITH PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL FENCING, A STOCKPILE OF CRUSHED STONE, EXTRA FILTER BAGS OR ANY OTHER ITEM SPECIFIED CONFIRM WITH THE GAS COMPANY THAT GAS LINES INSTALLATIONS SHALL BE BY THE LOCAL GAS 1 ACTION WILL BE TAKEN BY THE ENGINEER BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. IT HEREIN FOR EROSION/SEDIMENT CONTROL FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER COMPANY. THE CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH OR OWNER'S REPRESENTATIVE TO MITIGATE ANY EMERGENCY CONDITIONS. LINE CAN BE INSTALLED. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION, EXCAVATION, CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS AT NO ADDITIONAL COST BACKFILL AND COMPACTION FOR THE GAS LINE. TO THE OWNER. 12. THE AREA OR AREAS OF ENTRANCE OR EXIT TO AND FROM THE. SITE SHALL BE CLEARED OF 2. THE CONTRACTOR .SHALL NOTIFY THE MUNICIPAL PLANNING AND ENGINEERING STAFF AT LEAST 48 ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AS DETERMINED BY THE ENGINEER 16) ELECTRICAL AND TELEPHONE SERVICES SHALL BE COORDINATED AND SCHEDULED WITH THE TION. OR OWNER' AREAS OF ENTRANCE AND EXIT SHALL BE HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUC APPROPRIATE UTILITY-COMPANY SERVICING THE PROJECT SITE. S REPRESENTATIVE. THE AREA OR- MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF OF THE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL HORIZONTAL PROJECT SITE. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF THE PROJECT SITE 17) DUE TO THE SMALL SCALE OF THE SiTEWORK DRAWINGS, EXACT LOCATION OF UTILITY STUBS MUST BE REMOVED IMMEDIATELY. FOR BUILDING CONNECTIONS SHALL BE VERIFIED WITH THE BUILDING DRAWINGS. SERVICE STUBS TO AND VERTICAL CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE WORK AND FOR THE BUILDING SHALL BE INSTALLED TO A POINT 10 FEET FROM THE BUILDING WALL UNLESS PROVIDING ANY CONTROL INFORMATION NECESSARY FOR BUILDING CONSTRUCTION TO THE BUILDING 13. PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES AT THE SITE, THE CONTRACTOR SHALL OTHERWISE NOTED OR DETAILED. ` CONTRACTOR. ENGAGE AN INDIVIDUAL WITH PROFESSIONAL TRAINING AND EXPERTISE IN EROSION AND SEDIMENT 4. TEST PITS WERE DONE FOR THE PURPOSE OF THE STORMWATER INFILTRATION FIELD DESIGN AND CONTROL TO MONITOR SAME. THE EROSION CONTROL MONITOR SHALL PREPARE A MONTHLY REPORT 18) THE PRIMARY ELECTRICAL AND TELEPHONE DISTRIBUTION SYSTEMS ARE SHOWN GRAPHICALLY WHICH SHALL BE KEPT ON SITE AT ALL TIMES AND SHALL BE SHOWN TO LOCAL, STATE, AND FOR COORDINATION PURPOSES. ALL ASPECTS OF THE THESE SERVICES SHALL BE DESIGN/BUILD BY WETLAND AND FLOOD HAZARD DISTRICT SPECIAL PERMIT. TEST PITS SHOW CONDITIONS OBSERVED FEDERAL AGENTS UPON REQUEST. THIS REPORT SHALL INDICATE THE STATUS OF THE EROSION THE CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE, FEDERAL, AND UTILITY COMPANY AT THESE SPECIFIC POINTS ONLY. THEY DO NOT NECESSARILY SHOW THE NATURE OF ALL CONTROLS AND ANY MAINTENANCE REQUIRED AND PERFORMED. INSPECTIONS AND REPORTS SHALL STANDARDS AND CODES. THE OWNER HAS VERIFIED THE AVAILABILITY OF ADEQUATE ELECTRIC AND MATERIALS TO BE ENCOUNTERED DURING CONSTRUCTION. CONFORM TO THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM TELEPHONE SERVICES. ALL COSTS AND FEES ASSOCIATED WITH PROVIDING THESE SERVICES 5. GRADES, BOTH EXISTING AND FINISHED, ARE INDICATED ON DRAWINGS. THE LLC THAT WILL HOLD (NPDES) PERMIT. INCLUDING BUT NOT LIMITED TO FURNISHING AND INSTALLING ALL STRUCTURES, EQUIPMENT, CONDUIT, THE CONTRACT AND/OR ENGINEER ARE NOT RESPONSIBLE FOR EXISTING GRADES SHOWN ON WIRING, POLES, TRANSFORMERS, PADS, PERMITS, EASEMENTS, ETC. -NECESSARY TO BRING THESE DRAWINGS. CONTRACTOR SHALL CHECK ALL AREAS WHEREIN GRADES ARE SHOWN O SATISFY 14. ANY DEWATERING REQUIRED ON THE SITE SHALL DISCHARGE INTO A TEMPORARY SILT REMOVAL SERVICES TO THE BUILDING SHALL BE COORDINATED WITH THE OWNER AND IS THE RESPONSIBILITY BASIN LOCATED OUTSIDE OF THE 100' BUFFER ZONE FROM WETLANDS. OF TEH CONTRACTOR UNLESS- SPECIFIC ARRANGEMENTS ARE MADE WITH THE OWNER IN WRITING HIMSELF AS TO ACTUAL CONDITIONS AND INCORPORATE ANY DISCREPANCIES DISCOVERED. +� PRIOR TO ACCEPTANCE OF THE BID. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL CONTROL POINTS AND MARKINGS -= NECESSARY FOR THE WORK. PRECAUTIONS SHALL BE TAKEN TO PRESERVE MATERIALS OUTSIDE THE 15. REFER TO THE OPERATIONS & MAINTENCE PLAN (0&M) FOR ADDITIONAL INFORMATION. INSTALLING WIRES AND CONDUIT FROM 10' OUTSIDE THE BUILDING TO THE BUILDING ELECTRICAL LINE OF LIMIT OF WORK IN THE MOST UNDISTURBED CONDITIONS POSSIBLE. ROOM. GRADING & DRAINAGE NOTES: PARKING AND TRAFFIC CONTROL NOTES: 1. ALL CATCH BASINS SHALL BE EQUIPPED WITH A GAS/OIL HOOD ON THE DISCHARGE PIPE AND 19) LIGHT POLE LOCATIONS AND PHOTOMETRICS ARE BY WLS LIGHT OF FORTH WORTH, TEXAS AND 1. HANDICAP ACCESSIBLE PARKING SPACES SHALL CONFORM TO THE REQUIREMENTS OF THE SHALL HAVE A 4' DEEP SUMP IN ACCORDANCE WITH THE MASSACHUSETTS STORMWATER ARE SHOWN GRAPHICALLY FOR COORDINATION PURPOSES. CIRCUITRY IS TO BE DESIGN/BUILD BY THE SITE ELECTRICAL CONTRACTOR HIRED BY THE CONTRACTOR. SITE CONTRACTOR IS RESPONSIBLE AMERICANS WITH DISABILITIES ACT (ADA) OF JANUARY 1992, AS AMENDED. MANAGEMENT POLICY. FOR INSTALLATION -OF`A COMPLETE AND OPERATIONAL SITE LIGHTING SYSTEM IN ACCORDANCE WILL 2. ALL STORM DRAINAGE PIPES SHALL BE RCP, UNLESS NOTED OTHERWISE. ALL LOCAL, STATE, FEDERAL STANDARDS AND CODES, INCLUDING WIRING CONDUIT, STRUCTURES, 2. ACCESSIBLE PARKING DESIGNATED WITH A "V" SHALL BE SIGNED AS "VAN ACCESSIBLE" PER ADA BASES, POLES, FIXTURES, ETC. SITE CONTRACTOR SHALL BE (RESPONSIBLE FOR CONDUIT, WIRING, 4.1.2.58. 3. ALL STORM SERVICE CONNECTIONS (ROOF LEADERS) SHALL BE 6" INSIDE DIAMETER SCH40 PVC ETC. UP TO 10' FROM THE PROPOSED BUILDINGS. BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR 3. ALL CURBING SHALL BE PORTLAND CEMENT CONCRETE UNLESS NOTED OR DETAILED OTHERWISE. OF CHDPE UNLESS OTHERWISE NOTED BY ENGINEER. INSTALLING WIRES AND CONDUIT FROM 10' OUTSIDE THE BUILDING TO THE BUILDING ELECTRICAL ROOM. 4. ALL LIMITS OF PAVING SHALL BE CURBED UNLESS DETAILED OTHERWIISE. 4. A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE WATER SERVICES CROSS DRAIN LINES. 5. ALL STANDARD PARKING SPACES SHALL BE 9' IN WIDTH. BY 19' IN LENGTH, WITH 24' AISLE UNLESS NOTED OR DETAILED OTHERWISE. 5. RIP RAP SPLASH PADS AND FLOW SPREADER BERMS SHALL BE (PROVIDED AT ALL OUTFALLfi. 6. ALL PAVEMENT STRIPING SHALL BE PAINTED WITH 2 COATS OF PAINT. THE CONTRACTOR SHALL 6. REFER TO THE OPERATIONS & MAINTENCE PLAN (O&M) FOR ADDITIONAL INFORMATION. ALLOW A MINIMUM OF 24 HOURS BETWEEN COATS OF PAINT UNLESS THE PAINT MANUFACTURER REQUIRES LONGER IN WHICH CASE THE MANUFACTURER'S REQUIREMENTS SHALL GOVERN. UTILITY NOTES: 1. ALL WATER MAINS ARE TO BE INSTALLED WITH A MINIMUM OF FI\VE FEET OF COVER AND A 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND MAXIMUM OF SIX FEET OF COVER EXCEPT AS NOTED, DETAILED OTHERWISE, OR REQUIRED BY THE DIMENSIONS OF BUILDING SIDEWALKS, VESTIBULES, SLOPED PAVING, EXIZT PORCHES, RAMPS, TRUCK CONTROLLING MUNICIPAL AUTHORITY. A VARIATION IN THESE DEPTHS IS PERMITTED (IF ALLOWED BY DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. CONTROLLING MUNICIPAL AUTHORITY) WHERE REQUIRED TO AVOID CONFLICTS WITH OTHER UTILITIES. HOWEVER, CONTRACTOR IS REQUIRED TO INSTALL WATER MAINS AND APPURTENANCES IN 8. ALL TRAFFIC CONTROL SIGNS AND MARKING ARE TO CONFORM TO LOCAL, STATE, AND FEDERAL ACCORDANCE WITH LOCAL REQUIREMENTS OF THE CONTROLLING MUNICIPAL AUTHORITY, INCLUDNG GUIDELINES. BUT NOT LIMITED TO CLEARANCES, BEDDING, BACKFILL, INSULATION, ETC. ANY VARIATION FROM THE PLAN LAYOUT MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATICN. EROSION CONTROL NOTES: 1. THE LIMIT OF THE WORK LINE FOR THE PROJECT SHALL BE THE SAME AS THE LIMIT OF THE 2. GENERALLY, WATER MAIN FITTINGS IDENTIFIED ON THESE DRAWINGS ARE SHOWN FOR INSTALLATION WORK NECESSARY FOR GRADING OR UTILITY PURPOSES. NO WORK SHALL OCCUR BEYOND THESE LOCATION PURPOSES. THE CONTRACTOR SHALL NOTE THAT NOT ALL FITTINGS REQUIRED FOR THE 1 6,/20/12 CHANGE 11TLE BLOCK LIMITS OR BEYOND THE LIMITS DEFINED BY THE HAYBALE/SILTiFENCE. WORK ARE NOTED, SHOWN, OR INDICATED. No .Date Description 2. ALL EROSION AND- SEDIMENTATION CONTROL MEASURES SHALL BE- CONSTRUCTED IN ACCORDANCE 3. ALL WATER MAIN FITTINGS, TEES, HYDRANTS; ETC. SHALL BE RESTRAINED WITH CONCRETE ` WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND THRUST BLOCKS. Revisions SUBURBAN AREAS, DATED MARCH 1997, AS AMENDED, AND ALL LOCAL MUNICIPAL REGULATIONS. .` 4. ALL HYDRANTS SHALL BE INSTALLED WITH A 6" C.L.D.I. RUNOUT AND SHALL BE INSTALLED WITH 3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE APPROPRIATELY SIZED GATE VALVE, BOX, AND TEE FITTING. ALL HYDRANTS SHALL MEET LOCAL COMMENCEMENT OF ANY SITE WORK OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED MUNICIPAL SPECIFICATION REQUIREMENTS`AND SHALL BE INSTALLED IN ACCORDANCE WITH ALL THROUGHOUT CONSTRUCTION, AND REMAIN IN PLACE, UNTIL ALL SITE WORK IS COMPLETE AND LOCAL MUNICIPAL REQUIREMENTS. HYDRANTS AND THEIR PIPING SHALL BE MECHANICALLY GROUND COVER IS ESTABLISHED. RESTRAINED. 4. THE CONTRACTOR IS HEREBY MADE AWARE THAT THE SOIL CHARACTERISTICS, TOPOGRAPHY, AND 5. A MINIMUM OF 10 FEET CLEAR HORIZONTAL SPACE SHALL BE MAINTAINED BETWEEN SANITARY ROBERT THE WETLANDS PROXIMITY AT THIS SITE MAKE IT PARTICULARLY SUSCEPTIBLE TO SOIL EROSION AND SEWER MAINS AND WATER MAINS. WHENEVER CONDITIONS PREVENT A LATERAL SEPARATION OF 10 H. m GRIFFIN - SENSITIVE TO ITS CONSEQUENCES. ADDITIONAL EROSION CONTROL MEASURES MAY BE DEEMED FEET TO A WATER MAIN, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE CIVIL NECESSARY BY THE ENGINEER OR THE MUNICIPALITY AT NO ADDITIONAL COST TO THE OWNER. ELEVATION THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES BELOW THE INVERT OF THE , #36686 WATER MAIN. 5. THE EROSION CONTROL MEASURES SHOWN ON THESE DRAWINGS ARE REPRESENTATIVE OFA c s v SINGLE STAGE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FORE THE SITING, 6. DOMESTIC WATER SERVICES 2.5" AND SMALLER SHALL BE TYPE IK COPPER TUBING AND SHALL BE RELOCATION, AND AUGMENTATION OF EROSION CONTROL DEVICES INCLUDING HAYBALES, SILTFENCE, INSTALLED WITH APPROPRIATELY SIZED CORPORATION STOP WITH APPROVED SADDLE, CURB STOP, DRAINAGE SWALES, TEMPORARY SEDIMENTATIONS BASINS, CRUSHED STONE, ETC. THE CONTRACTOR AND BOX. SHALL ANTICIPATE AND MODIFY EROSION CONTROL MEASURES BASED ON PAST AND CURRENT WEATHER CONDITIONS, SEASON AND EXPECTED FUTURE CONSTRUCTION ACTIVITIES, AS THE PROJECT 7. ALL WATER MAINS 3" OR LARGER SHALL BE CEMENT LINED DUC-TILE IRON - CLASS 52, AND PROGRESSES AND SITE DRAINAGE CONDITIONS CHANGE. IN THE EVENT THAT INSUFFICIENCIES IN THE SHALL BE INSTALLED WITH APPROPRIATELY SIZED FITTINGS AND GATE VALVES. EROSION CONTROL PRACTICES ARE IDENTIFIED BY THE OWNER, OR AN AGENT FOR THE OWNER, THE - -- CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, SUPPLEMENTING, RELOCATION, OR OTHERWISE 8. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, BOX AND LEGEND (Typical All She PROVIDING EROSION CONTROLS AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. TEE FITTINGS. S se/oH STONE BOUND/DRILL HOLE PROP. BUILDING u ri ffin 6. STOCKPILES SHALL BE SURROUNDED WITH STAKED HAYBALES AND/OR SILTATION FENCES TO 9. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TESTING � 1�/,} PREVENT AND/OR CONTROL SILTATION AND EROSION. THE LOCATION OF THE STOCKPILE AREAS REQUIREMENTS SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL REQIUIREMENTS. DRILL HOLE PROP. RETAINING WALL Engineering MAY BE MODIFIED AS APPROVED BY THE ON-SITE EROSION CONTROL MONITOR, BUT SHALL BE 0 IRON ROD PROP. BIT. CONC. CURB Group, LLC x LOCATED OUTSIDE THE 100' WETLAND BUFFER ZONE. TOPS OF STOCKPILES SHALL BE COVERED IN 10. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN ACCORDANCE WITH - PROPERTY LINE - PROP. EDGE OF GRAVEL -- =- --- SUCH A MANNER THAT STORMWATER DOES NOT INFILTRATE THE MATERIALS AND THEREBY SUCCEED ALL LOCAL MUNICIPAL STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR IN MAKING IT UNSUITABLE FOR FILL USE. ALL COSTS IN CONNECTION WITH UTILITY TESTS, •FLUSHING AND INSPECTION AS REQUIRED BY THE - - EASEMENT LINE PROP. CONTOUR P.01 Box 7061 LOCAL MUNICIPALITY. w PROP. WATER LINE 100 Cummings Center, Suite 224G 7. EARTHWORK ACTIVITY ON THE SITE SHALL BE DONE IN A MANOR SUCH THAT RUNOFF IS MEAN HIGH WATER LINE wV PROP. WATER GATE VALVE Beverly, MA 01915 ////////� //i DIRECTED TO TEMPORARY DRAINAGE SWALES AND SEDIMENTATION BASINS. 11. PRIMARY WATER .METER AND BACKFLOW PREVENTED SHALL BE (LOCATED AT THE POINT WHERE f EXIST. BUILDING pQ � THE WATER LINE ENTERS THE BUILDING UNLESS OTHERWISE NOTED OR DETAILED ON THE DRAWINGS. EXIST. CURB PROP. HYDRANT Tel: 978-927-5111 � 8. HAYBALE FILTERS AND/OR FILTER BAGS SHALL BE PLACED AT ALL EXISTING & PROPOSED CATCH BASINS SUBJECT TO STORMWATER RUN-OFF FROM PROPOSED EARTHWORK AREAS DURING 12. ALL GRAVITY SEWER PIPES SHALL BE POLYVINYL CHLORIDE PIPE (PVC) SDR35 UNLESS NOTED EXIST. RAILROAD 'TRACKS s PROP. SEWER GRAVITY LINE Fax: 978-927-5103 CONSTRUCTION, OR AS DIRECTED BY THE OWNER/ENGINEER. NO SEDIMENTS SHALL ENTER THE OTHERWISE. EXIST. RETAINING WALL PROP. SEWER MANHOLE ON-SITE OR OFF-SITE DRAINAGE SYSTEM AT ANY TIME. FILTER BAGS SHALL BE INSTALLED INSIDE - -14- - - EXIST. CONTOURS G PROP. GAS LINE CATCH BASINS IN HIGH TRAFFIC AREA WHERE HAYBALES WILL INTERFERE WITH TRAFFIC. 13. A MINIMUM OF 18" CLEARANCE SHALL BE MAINTAINED WHERE WATER MAINS CROSS STORM - G„ MRM PROJECT 9. ALL EROSION CONTROL MEASURE SHALL BE ROUTINELY INSPECTED, CLEANED AND REPAIRED OR DRAIN LINES. O EXIST. FENCE M .PROP. GAS GATE VALVE MANAGEMENT, LLC x 8 W EXIST. WATER LINE D PROP. DRAIN LINE REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. INSPECTIONS SHALL TAKE SALEM. MA PLACE AT LEAST ONE A WEEK AT THE END OF THE WORKWEEK, PRIOR TO WEEKENDS AND WHEN EXIST. WATER GATE -VALVE OO PROP. CATCHBASIN PRECIPITATION IS FORECASTED. DEFICIENCIES OF ANY KIND SHALL BE CORRECTED PRIOR TO THE ® PROP. DRAIN MAHOLE x EXPECTED PRECIPITATION OR PRIOR TO LEAVING THE SITE FOR THE WEEKEND. INSPECTIONS SHALL EXIST. HYDRANT ALSO OCCUR AFTER EACH RAINFALL EVENT OF GREATER THAN 0.5" OF RAINFALL AND DEFICIENCIES s EXIST. SEWER GRAVITY LINE RL PROP. ROOF LEADER y CORRECTED DURING THAT WORK DAY. FM EXIST. SEWER FORCE MAIN PROP. TRANSFORMER ..PAD EXIST. SEWER MANHOLE G EXIST. GAS LINE `EROSION CONTROL NOTES cv D4 EXIST. GAS GATE VALVE -- -- 100' BUFFER ZONE R D EXIST. DRAIN LINE ® EXIST. CATCHBASIIN EXIST. DRAIN MAHOLE �,+ep s �, LAN, `. ,. s c�1gi 1w=40 EXIST. UTILITY POLE z �--a- EXIST. UTILITY POLE W/ LIGHT fob No, 700 N _ T - ��- Fie Na P/P/s/h-b I E z D&k* 12/20/11 � it NOTES: - FEMA 100-YEAR 1) THIS PLAN IS PREPARED FOR THE PURPOSE OF SHOWING EXISTING ZONING FLOOD ZONE INFORMATION AND LOT BOUNDARIES. 2) BOUNDARY SURVEY BY LEBLANC SURVEY ASSOCIATES, INC., DANVERS, MA. ZONE A (EL. 10.8) 3) ELEVATIONS SHOWN ARE ON THE 1929 N.G.V.D. DATUM. 4) SUBSURFACE UTILITIES EXIST ON-SITE AND ARE NOT SHOWN ON THIS PLAN. 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. SB/DH (HLD LINE) ITS- F �:._"'•�.ri 3 HARMONY GROVE A5 ^• \ ROAD PROPERTY IS PO MAP 16LOT-3�- \-- _ �`0 ,moo \ 25' WIDE rt ENTIRELY WITHIN THE N/F \ S.E.S.D. SEWER 1 WETLAND FLOOD 0�i i HARMONY GROVE CORP.\\ \ EASEMENT HAZARD OVERLAY �\ E) I'z , (1 HARMONY GROVE RD.) SB/DH \ � Cj EXISTING MEAN HIGH -MAP 16 LOT 238 DISTRICT 1 0' 20,909± SQ. FT FND �c HLD \5 / � / WATER LINE 1N THIS N/F �� h O �i'w, r' f M' / / 0.48± ACRES PORTION OF THE 50 GROVE STREET REAL EST, LLC \ 1V 1 / P 0 IG .010S CANAL. LAND COURT PLAN 33813A kA 25' WIDE / N$,��950D i I `�1-1 NOR&METRI VER CANAL 25 tIDAL -I _ ENTRANCE S.E.S.D. SEWER BRIDGE W/ 8" PIPE CORRIDOR EASEMENT- , DECK= EL. 9.2± \ OVERLAY 60 GROVE STREET Dxs ,C�� / i MAP 16 LOT 239 DISTRICT N, PROPERTY IS �O -�` - R1 �Ft1� :\ ENTRANCE \ N ENTIRELY WITHIN THE _ gpD�D% CORRIDOR N/F L �� I OVERLAY MRM PROJECT MANAGEMENT r EXISTING \ � WETLAND FLOOD __c 13i -CORRIDOR 3 HARMONY GROVE ROAD S61'S3't�5"E RIDGE \ HAZARD OVERLAY Fs " 35,561 SQ.FT. 119.45 ABUTMENTS DISTRICT !/ �MA1 l6 LOT 378 \�� RAI ROAD I N25'16 20 E 0.82 ACRES `� - - - - - -r- T N/F �''= CROSSING I 30.50 - L=141.17= ± HARMONY GROVE CORP. � v (5 HARMONY GROVE RD.) - L=149 49 EASEMENT R=2844.81' S61*53'05"E J N23'11'05"E AUTHORITY a I o , -�--- - ` BAY • , TRANSPOR TA TION R.R. TRACKS ` S o 44,432± SQ. FT R=2844.81 o - - - - - - - - - - - - - - - _410 -� 1.0 R.R. TRACKS -_- S61*53'05"'E .rTs L_=397.18 o RET. WALL . 468.84' _ \ w 1-+ M ASSACI - _ _ __- F=-x814.31 �� I CHIORD CHO BARREL ` 1 _--- BUILDING 59 • 11.99 ,` - �J- " L=29.5' 43.10 ` N22'09 28 W STORAGE 13'59"W N24'4018 E S10'08'10"E �` _ EXISTING 90.33' ENTRANCE CORRIDOR 30.50 R=2844.81' L.C.- ± STORAGE 1 EJ w LC_44± \\ RET, W •~ AREA ` ` EXISTING MAP 16 LOT 237 '-S I OVERLAY DISTRICT Q ALL " b -_ 89.58 I E3IT \\ TOw 517.68' \ OFFICE MRM PROJECT MANAGEMEN S09 5211"W 1> I EXISTING MEAN HIGH EL- 9.6t /V �- \BUILDING (60 GROVE STREET) 26.59 FEMA 100-YEAR WETLAND (FLOOD C ONC In - ZONE �i 00 HAZARD OVERLAY �F, \> WATER LINE IS INSIDE H /QNE IV h ,Q 26,946 SQ.FT. ! r= ZONE A (EFLOCL 10 8) o 'O CHIMNEY P HAZARDNOVERCLADY-►// 332 E C' IVAL- �'��q \NtTF BLOCK 0.62 ACRES TIE\ S09'30I54"W t o DISTRICT FACE OF RETAINING S50 5 S wl I m NI� o DISTRICT � WALL IN THIS PORTION L � \ REI. LL 38.56 ' l -{I / OF THE CANAL. Y TOI,y = t _ Q FINISHING GRgNI\'TS7 EL- 9.6f _ m -'I o BUILDING BUCK R S3833'38"E ET. N CO 1 I i CpNC ` WAGE TOW 8.20' z I m i o o LANDING \ 9 sf 1 1 r I COOPERAGE \ - 0 1 MAP 16 LOT 236 ROOM - FEMA 100-YEAR / N49'� I N/F FLOOD ZONE��1 / WETLAND FLOOD 30 22" MRM PROJECT MANAGEMENT 286.47* W S I ZONE A (EL. 10.8) ` \ / ; \ HAZARD OVERLAY S16'16'13"W NE R (6 234,52 SQ.FT4 GROVE ET) \ I TO ET. W I � FEMA 100-YEAR \ � DISTRICT 1 54.44 I MAP 1N LOT 217 L _ 5.38 ACRES \ i FLOOD ZONE \ r� 1 10/1/12 ADD 1TO HARMONY GROVE / �_ i ZONE A (EL 10.8) \ I SARKES i #12 I GATE \ R-96.82 No Date Description #6 t PRETREATMENT EI CONC \\ L /�0 Revisions I o _ _ _ __ EPD DISTRICT CIVFACILITY - - - RET. - -` - - - - - - - - - - \ - - - - - - - - - - I \ MAP' 16 LOT 218_ _ o o - BPD DISTRICT- - - - - - - - - - - - - - - - - _ - - - - -- - - - - - - - - - - - - - -- _ - - - - - - - - - - BPD DSTRRCT G�- - � y SIL VER L - - - - - NTF L R2 DISTRICT N60'26'11"W N30'35'46"E S30'55'09"W N30'43'113"E R2 DISTRICT K I (PUBLIC WAY FLORES = 10.47' 10.34' 10.0 W SULFONATION \ � i 172.12 _ N60'17'03"W I - - - - - - - - _ N60_17'03"W , BUILDING . N -02'3 "E o • 93.10' ° ---- o N44'1 l' 0"W\ 39'27 56 WI 111 AT MAP 16 LOT' M 1 _ - 18. 2 29.28 D M o #4 50.50 E o 224 LOT 225 - MAP 16 _ SHED ° N10'00'1 " WAREHOUSE I i _j o N/F #34 N/F OT 227 #28 ® SHEo®� 2 W \ S23'34'49"W q o MAP 16i L T 76 Q j ^o I MAP 16 LOT I CONLEY I TUC ER. N/F N60'39'54"W N60'39'54"W 22.60' S31'18'30"W i I- 10.34 S58'52'37"Wi ROHERT tim I n, �J/F 3 0 1 223 I " I LAWSON " - - - FISH _ 28.00 11.98 1 FLIORES #2 �Qti raj N F I I 0'42 07 W #32 N30'38 46 113.68' - POND X -_--v WALL \ o GRIFFIN - _ MAP 16 / 29. 4' 1 20.47' J i 86. 0 i N61*2551"W - R I A c1v11 W A&N REAL LOT 222 MAP 16 LOT 23 x GARDE ° -34.51' MAP 16 ! ESTATE i _ -� "W ALL\ L� S61*01'28"W I 9F #36686 \��e N/F TRUST N/F N71.2117 \ 1497" I LOT 220 U KOHLOFER DEMEULE LX MAP 16 LOT 232 w •99�N31'27'40" #2 �- AP 16 N ( �' ;F V77171 o _ _ 69 S6415 50 W I I 1 BLANDEN ^ ! 1 I ` Q } I Q I 1 MOT 23 I�C) �� MYERS }0) I 16.51' LMAP 16OT 235 \\ 11.15' o -1 Z I I;r o i #44 1 1 l N/F °0 �� I r C) 1 c� g� #10 MAP 16 " 10-t l ' # ,�j C° 2 I 1 I I ROSS #20 z d rn o n MAP 16 N/F \ � N51'56 8 W 48 #24 l Z V) MAP 16 LOT LOT 234 LOT 380 PATTISON 107.76 REFERENCES: Z S32-5425" #40 #38 #36 1 #30 MAP 16 UOT 2291 # 233 #6 N/F PATTISON \ - 1) DEED BOOK 25700 PAGE 109 31.90 B SH / N #14 SPERIDAKOS CSWIGGIN \\ 2) DEED BOOK 7654 PAGE 26 - - - - - - _ - - - o - - N60'35'43"W ! N54'54 20 W ° 3) PLAN BOOK 152 PLAN 98 N60'02'30"W N60'40'37"W GRAN.' 64.51' � 2.81' \ UrIfT 4) LAND COURT PLAN #11241B 20.23' BEA VER S TREE T 4000' POST ! 5) PLAN #8828 (CITY) - - - - FND g g 6) PLAN IN DEED BK. 5452 PG. 111 - - - - - - (PUBLIC WAY - 30 WIDE) - - ENOVERLAYTRANCE CDISTRICT `\\ n neerin 7) PLAN IN DEED BK. 4983 PG. 400 - - - - - - - - - - - - (SEE ZONING SEC. 8.2.2) Group, LLC \ P.O Box 7061 MAP 1 s LOT 242 100 Cummings Center, Suite 224G N/F Beverly, MA 01915 HARMONY GROVE --- ° - _ -• 1 I �3/ / c1� CORPORATION - ° _ _ _ - I I �` ,11% �w Tel: 978-927-5111 MA i 16 LOT 378 ����, Fax: 978-927-5103 N/F w� �- _ _ o _ - - HARMONY GROVE CORP. - - ��- SEWER - 5 HARMONY GROVE RD.) A p - _ EASEME-"T= = - _ _ - ' o o ( 44,432± SQ. FT ! MRM PROJECT DROVE RD_ _ _ - - _ _ _ - -- I �1� 1.0 - MANAGEMENT, LLC Y _ EXIST. MEAN HIGH �� - _ �- H A R M _ _ _ - - - _ - _ _ - - __--- IJSETTS SALEM, MA 71 WATER LINE IN THIS - _ _ _- - �� I I-{ MA SSACH _ PORTION OF THE �� - - -r _�_-�--� ° CANAL. _ -_ - - - - - .62 - - CKS - - ° - - - o TAP 16 LOT 378 --�_-� �� � R R. TRA � N/F .�-�� _ S HARMONY GROVE CORP. ALONG RIVER--�� 1 pISTRICT __,(5 HARMONY GROVE RD.) 1p60t _ - / 1> I - ��- - - - - - - - - - - - _�__�� 44,432± SQ. FT ��' UTHOR�TY _ �,nn CL -� / co- - _-�" 1.02 A A i TF3L 1 FEMA 100-YEAR �I BOUNDARY & O -- N _ _ - - EXIST. MEAN HIGH I= FLOOD ZONE NI o _ - - TAT10 - r ZONE A (EL. 10.8) o ZONING PLAN -c __�--� - TIDAL _ _ TRANSPOR _- _ _ - - - _ - �� WATER LINE IN THIS Iz _lo E _ - - - ___ CAN _ L=1 37.83' f VER I g A Y - - - - - - ENTRANCE PORTION OF THE I MAP 16 LOT 216 �`' I m -�I I TH RI _ TTS I _ CORRIDOR CANAL. I N/F �o I I nl �r \ - NOR - SA�HUSE _ - - _ _ - - -�- - - OVERLAY RAYMOND t(0 `�` Icn \ - - MAS _ _ _ _ _ - - I DISTRICT GRAPHIC SCALE Zo 0 I m I Sg4Le.; 1"=4o' MAP 86 LOT 135A J` __�--� z I D I N/F J 1�-- - MAP 26 LOT 40 N 4° o z° `° e° 180 co • 700 _ I � 1 o I Job No•• ' SOUTHERN ESSEX - - N F m _ ' V ' p \ / _ - o Fie Names P/P/s/h-b 9 SEWERAGE DISTRICT MASS BAY TRANS AUTHORITY cn N49*-� IN FEET ) i 2 W E _ �� - OWN - - i inch = 40 ft 1 286.4 ' S I D BOUND To 12/20/» 0 - - - - _-1 - i FEMA 100-YEAR FLOOD ZONE ZONE A (EL. 10.8) - - - I EXIST. ik- x EXIST. CB (ECB) &N —/— ' aa ) s AL-11 I 'Lli' CURS RIM=8.10 I(IN)=6.80 \ / • t(OU =5.85 O 3 HARMONY GROVE ,app O // \-- ROAD PROPERTY IS �� ► P / _---� \ 25' WIDE ENTIRELY WITHIN THE \ � .�---8 r� / \ � \ \ S.E.S.D. SEWER WETLAND FLOOD \f / / .- / �. MAP 16 LOQ 377 \ \ EASEMENT HAZARD OVERLAY - " VC 050 � '� / (1 HARMONY GRAVE RD. \ OUTFALL \ MAP 16 DISTRICT / 0 1/ 12' VC LOT 238 / Q O�\\ 5 // 0 20,909± SQ\ FT 1=5.3± \ ` P{_ B �I OUTFALL 0.48 ACRES \ \ 50 GROVE STREET F REAL EST, LLC \ 1 `� IC �T`_- %'SE'��R� _. LAND COURT PLAN 33813A \ L ve — \ \ �.O TOP OF �P / ��„"�"�a b A � � \ G� - COASTAL - � 1.7 NORTH RIVER CAN — TIDAL \ C 25 WIDE BANK S-KNK#5 3 — — — — D S.E.S.D. SEWER ���-- ,_-_ .� ,.g -WOOD & METAL �y I / i //-BANK 4 + --- BRIDGE W/ 8" PIPE \ \ -9� EASEMENT -�� # ,o DECK= EL. 9.2t 60 GROVE STREET a / % / 1 BANK# —— -, -- a=� i / j BiN �. N BA BANK BAN / BANK#10 BANK#11`��. BANK#14 \ --- PROPERTY ISO>, _ �c � _ BANK#2 j a f MAP 16 LOT 239 ��°— _ ENTIREI�L�AND WITHIN FL OD y -9 �l10- /BA KN #1 �� �i I (3 HARMONY GROG RD.) BANK -B•AN1g13- BANK#1 EXISTING \ a ��' I, 35,561 SQ:FT. �� 8- --., BRIDGE 1 i loop HAZARD OVERLAY F� EXIST. / 0.82,,gRES MH � ABUTMENTS \ „�@(�} IONE DISTRICT S MAP 16 LOT 378 ��� RAILROAD \ ' FM-'- --FP�CE MAIN ___ - - - —�-_ - - - - - - _ _-_ CROSSING / �N - - - -� �� °- ►� (5 HARMONY GROVE RD.) _ r K#s EASEMENT v 44,432± SQ. FT i.o2 ACRES — 5 _ -----�-— — —� � IffillHHHHHHTRANSPORTA TION R.R. TRACKS AUTHORITY S B - R R TRACKS - - - - � __ _ = TOP OF UL R P LO 237 ' � e BANK#3 U SETTS `�_ -1 /� @ T. LL \ ��\ COASTAL IT. ON - 10- (60 RO S T �- BANK#2 ASSACH _ ——'--� --� \,— / BANK - 2 T. BARREL BANK M ,�=r _ ---""\ �'� • ,�/ BUILDING 59 0.62 ACRES STORAGE EXISTING w4- wA7L7� S �w \ STORAGE-16 , ♦ \ \ \\ �� R\ , Q A A 1ye Li V r12-\ \��� K RET AREA EXISTING o �_ -- - ri,� -""- �22� - \� \ �70 � � \ BIT 1 \� 0 10 _ WALL TOw E OFFICE � \ - L• 9. BUILDING BIT. CONC. \ r / �M�1(TO-YEAR .ZONE \\ \ CON o �, - sf IVORTy RSV PAVEMENT � \\ FLOOD ZONE 1Op BU7,=E�R�\ \ \ \ CHI EY P� �' o / b, ERC —1 s�x►sr, 6- - /-ZONE � J / \ \ WETLAN9 FLOODo A (EL. 210.8) - /! \ \� '� 1 HAZARD pVERLAY / / `-'1� EXISTING N N L_ TSO RANIrE BLO R \ /DISTRICT Y� OVERHEAD ,x 'qL K NET WALL o /--, o / w STRUCTURE N TOW ; Q FINISHING GR EL. 9-6:t- 0 - ���e ~ BUILDING EXISTING ANITE B - r 7- OVERHEAD -.r OCK RET WAL ^c D_ STfRUCTURE L TOW __ - - - - - 28�� = ` '�\ o MAP 16 LOT 236 BR I K KBIT. CON . o CONC' LANDING EL' g 6t 1 �� COOPERAGE A A _ (64 GROVE STREET) t PA TYPICAL 234,152 SQ.FT. \\ FEMI 100-YEAR�.' ..� � � � � 1> / ROOM1� 5.38 ACRES �` /MUCK 0 ) 1 FLOOD ZO E BIT. CONC. (CON tIXG ARE ' TLA FL D \ / '`Q• �. 3s ¢\ �., Zal'd�E (EL. 10.8 -�,.,\ PA ' AZA D 0 RLA STO --1s-- -- �� 'T� :PAVEMENT �- / O) ' �� T. w Q I NE�RETWALE \ \� �--- - _ - -,-- \�` �^ '� ' T. \NES DIS ICT EXk s GROVE ROAD. ADD INFO R 1&5 HARMONY --1s- - -- - v �� ~- .�j FEMA 100-YEAR a , 2 10/1/12 MAP 16 LOT 217 �, '� a- _ -_-_ -- --�, /�0 / 00 FLOOD ZONE p EXIST. 1 T Sr. r ADD AUL AREAS, UPDATE I N/F �- ,` \ ----------20--- - _ ���-��� __ \ '00' / VALVE cv 1 6/20/12 `- _ -_ / @U ZONE A (EL 10.8) UTILITIES & NOTE 6. SARKES �� -22- - -- - ----- - -- - ---.�^ - ---\\ -14-- / R CONC. �� ESM #12 \ \ -22-- _-- `---16- ---,-'� / S �� �' '�� " =No Date Description sa wa, z { #6 �•Q� �� �� �-24- - - --- ------- - -- - -24-- -- %- - \\\\�\ \ PRETREATMENT EI —w w w_ -_--w� IST. 10" ' FACILITY 14 RET s~� S-��'---•-'S �" SMH2 / \ Revisions SIL VER MAP 16 LOT 218 s =.___- - ?a�-_ -/-_ N F �- ._ - --30- _ - -32- -�- /- \�� .- - _-22 O 22- �? PUBLIC WAY / ` ------- -32-- - - -_ — ---34- -_- -- l\\ _ _ 24 - .� T.L--WA �24_'`�- -- ( FLORES 3 __ - --34-- --- - ------ -i-36 _38- --- i� �\=_'"32g_2-6--�.'�---=- __ _� 'L/l-� ��-« --.'� SULFONATION y =::Z-3273- -- =r -fit- 28- �L�---�_`` BUILDING G TE 8 MAP 16 LOT M 1 - - - o '�` o--381 -` _ .� �i-� `— — —34 3�—s- —.�� F - - -- 3s, - -^� \�\ WAREHOUSE o� '#4 36 224 LOT 225 MAP 16 \ SHED �' 1- p� �` -•s�� 22-- �-- o ROBERT �y I I C NN F Y I #34 N/F OT 22 #28 0 _ ® SHED - cp, � 4 �T MAP 16 L T 76 ' MAP 16 LOT 0 LE TUC ER N/F \�`�� �2A•, _ H m r*� 1 N/F 2 I 223 I I I I #32 LAWSON I — — — — FISH — ' `32��\2\ ���' N N S G/ U GRIFFIN `' -{ FLORES # ti: N/F I I POND x --_� �, \ '�\.3 8 �-- W�cLL� `' CIVIL • ¢� ��--- / 3 �: Qv` #36686 �� - _ •� W MAP 16 A&N REAL I MAP 16 LOT 23 � � -r o`-� �\�3s ,-3a---J I LI LOT 222 GARDE t MAP 2 N/F TRUST N/F r \3g` ALL BIT. CON G LOT 220 0 KOHLOFER � DEMEULE �" MAP 16 LOT 232 / #2 P VEMENT d� I N/F O I I MAP 16 a N/F f-BIT. CONC. PARIONG BLANDEN -_ I I I Q Q LOT 23 MYERS 1 O I CONC. MAP 16 I #44 ' I I I N/F L #10 MAP 16 LOT 235 #48 � I I I I I #24 ROSS #20 \ --� °' MAP 16 LOT 380 N/F / ESMH1 SEWER SCHEDULE MAP 16 LOT LOT 234 PAT11SON #40 #38 #36 BIT. 30 MAP 16 LOT 2291 ro / 1 233 #6 N F N/F RIM-10.26 i CONC. # N/F #14 CSIMGGIN PATTISON INV-3.08 - _ BASH I SPERIDAKOS ESMH2 ... ; : - - - ° _ _ - RIM-11.2 INV-5.113 foifr�if wA cRA"I� c BEA VER S TRE RANII ET En ineenn z-- 7 D� - S S - _ _421 © (PUBLIC WAY N 30' WIDE) g g — — Group, LLC P.O Box 7061 100 Cummings Center, Suite 224G Beverly, MA 01915. Tel: 978-927-5111 Fax: 978-927-5103 , MRM PROJECT MANAGEMENT, LLC a SALEM, MA Y 2 NOTES: 1) THIS PLAN IS PREPARED FOR THE PURPOSE OF SHOWING EXISTING CONDITIONS. ~ 2) EXISTING CONDITIONS SURVEY BY LEBLANC SURVEY ASSOCIATES, INC., EXISTING CONDITIONS PLAN DANVERS, MA. 3) ELEVATIONS SHOWN ARE ON THE 1929 N.G.V.D. 4) UTILITIES SHOWN HEREON ARE THE RESULT OF RECORDS OF VARIOUS PLANS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE ABSENSE OF SUBSURFACE UTILITIES IS NEITHER INTENDED NOR IMPLIED. CONTRACTOR TO VERIFY EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND TO GRAPHIC SCALE S� 1"=40' CONTACT "DIG SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK. 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. +o o so ,o so iso fob No•: 700 6) PER SALEM CONSERVATION COMMISSION O.R.A.D. (FILE #64-516) DECISION -> C- 2 DATED 7-19-2011 THE 3 HARMONY GROVE ROAD PARCEL IS LOCATED WITHIN Fie Names p/p/s/h-b RIVERFRONT AREA. AS OF .6-20-12 ADMINISTRATIVE APPEALS OF SAID DECISION ( IN FEES' ) ARE CONTINUING AT MA DEP. i inch = 40 ft D� 12/20/11 \ GRAPHIC SCALE — I \ 1 o zo 40 00 40 1e0 NEW GRANITE CURB _ - INLAID CONCRETE EXIST: AND CONCRETE � --- / \ ' \ SB/DH CROSSWALK AND CURB CU SIDEWALK AT EXIST. / i — (HLD LINE ADA RAMPS AT CURB CUT / I ) ( IN FEET ) MAIN ENTRACE 1 inch = 40 fi~ °, €! "' ":r, ► I 25' WIDE S.E.S.D. SEWER MAP 16 LOT 377 \ EASEMENT I . 1 HARMONY GROVE RD.) SB/DH STOP SIGN j ( FND & HLD \ MAP 16 LOT 238 O }I 50 AND STOP / I 20,909± SQ. FT 1 .; Q M1 i �.t S��Q BAR / 0.48 ACRES \ N/F \ SIC QIP egg / I \ 1 50 GROVE STREET REAL EST, LLC H P1�`�CPU13 _ \ \� I LAND COURT PLAN 33813A \ loll NORITH RIVER CAN — TIDAL / _ S.E.S D 25' SEWDER / / / / / — — -WOODT& METAL r / BRIDGI W/ 8 PIPE IS�RIG�SEM E� / / / DECK= EL. 9.2t \ �• 1 ,L V�/ E R1 DSD\S(R\� / / PROPOSED I \ 1 I — — gpD/ VEHICLE \ MAP 16 LOT 237 - ,s N`� �,I)c V I m MAP 16 LOT 239 m 1 Q HISTORIC HIGH _ =r� / BRIDGE - = 1 (3 HARMONY GROVE RD.) EXISTING \ 3C I (60 GROVE STREE WATER LINE \ 9p ®►�"`�'G� / U 1 U 35,561 SQ.FT. RIDGE ` U j i 0 U 26,946 SQ.FT. \ J - / EXIST ~ "W 0.82 ACRES ABUTMENTS \ �-i I-W 0.62 ACRES \ :C1 Q PROPOSED _ MAP 16 LOT 378 ` RAILROAD t 12 �_ �— _ X.V)I — _: — - — — __— — __— — — _-- — _ INLAID CROSSWALKS — T 5 HARMONY GROVE RD. CROSSING - _ - - - - - - Z - - , - , - , - . - • - . - • - - - - - ( ) EASEMENT T 44,432± SQ. FT STOP SOP 1 \ I EXISTING LOADING ADA RAMP AT -io lilt 1.02 ACRES — �-- BAY TRANSPORTATION R.R. TRACKS AUTHORITY DOCK TO REMAIN FENTRANCE p'v BAR i �1 _ R.R. I 1!111111''11111 11 HHH! TRACKS — _ _ _ — — — — — — _ L DUMPSTER 2 �} PROP. BIKE SETTS TS AREA a� RACK , a A SSACH J ST SI R I BIT. CONC. PATH I (TENANT PARKING) 59.1 I 1 M — — STOP AR ._1_ � ' _ — — 2 .0' ,(TO REMAIN \ 44� I — o - `\ I g STORAGE EXISTING AS SPACE)CIAL Ln GRANITE T STORAGE TRASH I —� — \ 0 K RET PROPOSED I AREA AN EXISTING WITHIN FENCED I NDIC I WgLL TOW _ PED BRIDGE I OFFICE 4 ` REPLACE \ 1 D ENCLOSURE AMP ® _ EL' I 1 ( — _ =pq� 9 6f 1 NpRTh, BUILDING 7 ALONG LKS ma 0TIy _ _ �Rl'RIVER GROVE ST. IIII 111 CANAL AN FRONTAGE W/ r N s' I 1 P POS B DIN #1 �' '4L— �' RANI TE B CONCRETE 1 /D,q� LOCK RET. m ) v — W/ AR U ER — I FENC ENCL ED (4 UNI ) TOW _ — ADD 1&5 HARMONY GROVE TR H & CYCLI P OP I GRAN! EL• 9•g f 5 11/6/12 AREAS TO PLAN 1m —II N 5 = I STO GE A A PR OS. ED UI 40.0 t TE BLOC _ — ADD 1&5 HARMONY GROVE m — (TYP CHB ING B E RA CO RETE y W GA qG ING #2 K RET 4 10/1/12 8 I EYP 2 S WA UND R BIT O WgLL TO — ROAD TO PLAN. RELOCATE PED m I 4 - 1 PER UILDI ) _U ITS I C• Pft� W = EL• 9.6* —==-` BRIDGE. UPDATE TABLES. 10 '� •• PR OSED P POSE •� � � � g'6 f _ _ — = ,...... _'a` o o t} r• - E RA IKE R K 3 9/19/12 UPDATE RES. AREA CALC. \ _ (TYP 2 HIS RIC GH (TYP F 2 122.7 _ ADD TABLE OF AREAS. _ CPOSS'NALK 1 - _ PE UILDI ) A LIN - - P BUII G) 2 7/15/12 HATCH RES. USE; ADJUST RES { I (TYP U.N.O.) `` '-' _ P OPO ED _ BOUNND DARY ALONG UPDATE 2 &3 G n TABLE. W UIL ON rn' • - I NCR Gq GE G 3 ® - - I ' $T E RET, LL I MAP 16 LOT 236 I�, s_Z_ . _ SID ND ADD MATCH LINES. REVISE so MAP 16 LOT 217 L _ (64 GROVE STREET) — — _ - _ 1 y ( I (4 _U T$) ISTD C H ` 1 6/20/12 GROVE ST. LAYOUT. UPGRADE I SARKES _ 234,152 SQ.FT. 1 V `"= .-r;_ _ TER INE SIDEWALKS & CROSSWALKS. #12 I 5.38 ACRES N � Q -, \ ADD PEDESTRIAN BRIDGE. SHIFT GROVE ST. ENTRANCE. ' WIDEN VEHICLE BRIDGE. ADD BIKE RACKS. SILVER - - MAP 16 LOT 218 _ _ - - - _BPD DISTRICT- - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - -I- - - - - - - - - - - - - _ -BP _DIS - - _ -' -- - NTF R2 DISTRICT I ' -' 2 DI RIC I� ~ _ (PUBLIC WAY FLORES 16. � � � -111N. i No Date Description _ - - - - - Z (� - - - — - - -t— - - ��. I Revisions — — 1 I MAFI 16 LOT M 1 , o #4 1224 LOT 225 MAP 16 I I � I I N/F #34 N/F OT 22 #28 SHED SHED® i 30 MA,P 16 L T 76 MAP 16 LOT C�NLEY I TUC ER- INLAID CONCRETE r = RESIDENTIAL SPACE v / 3 223 I I LAWS i CROSSWALKS & ADA RAMPS STOP SIGN (146,855 SF) I ''� N/F I I I LAWSON I ` BAR I `' —I FLORES #2 Q� N/F #32 — — — — AT MAIN ENTRANCES AND STOP _ I I WALL M LOT 222 A S REAL I I MAP 16 LOT 23 MAP 16 ESTATE 1 ALL I o ROBERT y NOTES: LOT 220 Y KOHLOFER TRUST DEMEULE I I 3 GRIH. FFIN C) MAP 16 LOT 232 #2 1) REFER TO SHEET N-1 FOR ADDITIONAL NOTES I BLANDEN Q F 0I IMAP 16 N/F I f am CONC. PARMG PROPOS I * A CIVIL AND LEGEND. 44 I I I Q LOT 23 MYERS i MAP 16 #36686 �Q I # I 1 I N/F L #10 LOT 235 FENCE/ #48 Q 1 I I I ROSS #20 —� I MAP 16 MAP 16 OT 380 N/F / NAI #40 38 36 BIT I 30 MAP 16 LOT 2291 #24 i v PAR ING MAP 233 LOT #6 LON�F 4 N/F PA SON # # CONC. # N/F 1 (8± SPC:ES) PATTISON — — BASH # `� CSVVIGGIN — — ' SPERIDAKOS 01 GRANITE CURB - - - - ZONING CHART j BEA VER S TREE I POST _ REQUIRED PROVIDED (PUBLIC WAY N 30' WIDE) I FND s PER PUD MIN. LOT AREA 60,000 SF 362,000 SF MIN. LOT FRONTAGE 100' 161.37' FOOTNOTES:' �- 7 MIN. LOT WIDTH -- 164.1' 1) REF. SECTION 7.3.4.2 FOR MIN. FRONTAGE REQUIRMENT; R2 LISTED. GRAPHIC SCALE _� _ — �- �� Engineering MAX. LOT COVERAGE BUILDINGS -- 14.5 2) LOT WIDTH MEASURED AT THE REAR OF THE REQUIRED FRONT YARD _ — Group, LLC SETBACK FOR R2 ZONING DISTRICT. 40 0 20 40 a0 160 - .- - MAX. RESIDENTIAL SPACE 50% MAP 16 LOT 242 _ - - _ _ _I _ - 40.6% 3) MAX BUILDING HEIGHT OCCURS ALONG FRONT OF BUILDING 3. N/F - �- _ _ _ _ _ —r� P.O Box 7061 MIN. FRONT YARD DEPTH - 59.1 ' SEE ARCHITECTURAL DRAWINGS BY BEAUDS ART, INC. HARMONY GROVE MIN. SIDE YARD DEPTH -- 47.6' CORPORATION _ _ � - _ _ _ - -_- � -- 100 Cummings Center, Suite 224G 4) 215 SPACES PROVIDED FOR RESIDENTIAL PORTION OF THE SITE ( IN FEET ) MIN. REAR YARD DEPTH -- 40.0' (1 .5 SP/UNIT). 22 SPACES PROVIDED FOR THE EXISTING OFFICE I inch = 40 ft _ _ - _ _ _ � — Beverly, MA 01915 MAX. BUILDING HEIGHT FEET 50' 44.15' BUILDING. �_ - - 25 WIDE R, DISC - - - _ — — - ICj — -t- T Tel: 978-927-5111 MAX. BUILDING HEIGHT STORIES 4 4 5 LOT AREA INCLUDES 1 & 5 HARMONY GROVE ROAD. - R - - ISS- — — - - — — # # - SEWE _ - - p — — _ o Fax: 978-927-5103 j MIN. PARKING -- 2154 D EASEMENT - _ R - - - - - --- I X10 - - cn NY GR _ _ _ - - - - - - - _ _-- 1 ��� HARMO _ _ - - - — — — _ - — — — _— - MRM PROJECT _ _ .� - - __ _ - -- - _ _ — — MANAGEMENT, LLC _ — _---- - _ � - - �— SALEM, MA _ TRACKS 2 - - - - _ — — — — -- —� MAP 16 LOT 378 (5 HARMONY GROVE RD.) — — 1 p1STRICT _ — -- _ — � — — •— 44,432± SQ. FT _ — — �f - - - - - - - — — _ - — — TY - — — — — _ _ — — _--_ 1.02 ACRES _ — _ AU TH ORS _ OR T�pN _ —� R? I OVERALL _ o — mT, " — — _---p L _ SP TA _ - - _ - -c — _ TI - TRAN — _ —_— I Z SITE LAYOUT — — _ — — _--- R CANAL — — BAY _ _ - - - _ IMAP 16 LOT 216 Im -NORTH RIVE — — SETTS _ - - - - _ — __ — ► N/F i I I PLAN �— ASSACH U _ — _ _ — �� TABLE OF RESIDENTIAL SPACE RAYMOND I En _ _ _ m _ - - - -- LOT AREA RESIDENTIAL NON-RES. I m MAP 86 LOT 135A _—- I D N/F ��--- — MAP 26 LOT 40 USE AREA USE AREA � SOUTHERN ESSEX _ — N/F N 60 GROVE STREET 26,946 SF 0 SF 26,946 SF I S� 1'=40' SEWERAGE DISTRICT — _ ACKS MASS BAY TRANS AUTHORITY _ _ �I 64 GROVE STREET 234,152 SF 142,056 SF 92,096 SF I . 7� 1 HARMONY GROVE ROAD 20,909 SF 0 SF 20,909 SF I ��-�_ �-- BOU D _ _ 3 HARMONY GROVE ROAD 35,561 SF 4,799 SF 30,762 SF I s -b C- 3 I 5 HARMONY GROVE ROAD 44,432 SF 0 SF 44,432 SF I PPI TOTAL 362,000 SF 146,855 SF 215,145 SF I D9� 12/20/11 --- _ I --- F I MAP 16 LOT 237 CURBING NOTES: HIGH M Q HISTORIC 1) CURBING IN PUBLIC WAY TO BE GRANITE. 6 0 GROVE 0 VE STREET 2) CURBING ON SITE TO BE PORTLAND ( WATER LIN E CEMENT CONCRETE. 26 , 946 SQ. FT. vwlc) w LJJ 0. 62 ACRES r Q = I PROPOSED -17 ' _ INLAID CONCRETE ,•:a- + K' W - - - - - - - CROSSWALKS & -�� ,� - _T - - , - , - , - , - , - , - , - , - - - - ADA RAMP AT _ . . EXISTING LOADINGTHORITY DOCK TO REMAINR . R . TRACKSAU ENTRANCE I I 1 12 PROP. BIKE � HIPSTER O RACK , AREA-\. 59 . 1 ( TENANT PARKING I n 0 , (TO REMAIN EXISTING AS COMMERCIAL �o PROP. �� 7 GRANITE 9. 6+ g STORAGE SPACE) .tea CURBING PROPOSEDAREA I EXISTING PEDESTRIAN OFFICE O 4 z REPLACE BRIDGE I SIDEWALKS Q. 6 f- I N0/? BUILDING z ALONG T 7 GROVE ST. \\ \\\ FRONTAGE W CA / GR / A N1 T CONCRETE L � eL � TlD Oc � _ LL TO _ CR EL. g. 6 -� 40. 0 AN/ TE _ �LocK RET — B WALLTooNc� Taw PATH _ L. 19. 6 - - IKE P POSE . - IKE R K � — ,– IK 12 2. 7' � a G H (TYP F 2 RELOCATE P N _ P BUIL G) 0����2 ADD RA PS.EDESTRIAN BRIDGE. f P - No Date Description OP 0 ED VIL — . Revisions _ NCR Gq G 3 Sl[ LK 4 GE ND k a I ( I _ � k (TY TSS ISTD IC H H s TER INE ROBERT 9nyc GRiFFIN K CIVIL s, #36686 V = BP DIS 2 DI RIC N � - z U,ri - m I _ Engineering Group, LLC 30. P.O Box 7061 100 Cummings Center, Suite 224G INLAID CONCRETE Beverly, MA 01915 CROSSWALKS & ADA RAMPS STOP SIGN AT MAIN ENTRANCES AND STOP I Te/.- 978-927-5111 WALL BAR Fax. 978-927-5103 f I ALL — I MRM PROJECT MANAGEMENT, LLC 16 LOT 232 #2 I SALEM, MA N/FBIT. CONC. PARKING MAP 16 PROPOSED a I I I M YER S 10 LOT 235L FENCE/ c MAP 16 MAP 16 N F / PAR ING MAP 16 LOT LOT 234 LOT 38 PATTISON SITE LAYOUT z _ 233 N/F N /F PLAN ( 8± SP CES) PATTISON E #1 CSWIGGIN SPERIDAKOS GRAPHIC SCALE S l•-20' 20— _ so TREET a ,o ,0 Job No,700 [3EAVER S C- 3A O WI D�) ( IN FEET ) Fie Name: P/P/S/h-b 9 WAY N 3 1 inch = 20 ft E I (F)UBLICQ91C6/20/12 .o a: MAP 16 LOT 377 SB DH 1 � N/F FN D & H LD HARMONY GROVE CORP. - 0. 48 ACRES 14 TIDAL �H RIVER CANAL NOR F WOOD & MET L Y BRI G W/ 8" PIP 1 CK 9.2 � � I U m H TOR HI � m Q = EXISTING = I = = A T LIN i— I— U 1 w BRIDGE U Uj W Li w ABUTMENTS ~ W 1 ~ W Q Q Q = STOP SIGN SIGN 1 AND STOPTRA N SP OR TA TION BA Y BAR 1 IIIII liff IIIIIIIIII I III I Jill III I IIIIIII 11111 1111 -11 1 Jill JIM I III IIIIIIIIIIIIIIIII I I A I I I I I I I I I I I I I I I I I DU STER G2 / AR �\ G BIT. ON PA RqN� TE BL O — C �qLL 1 _ _ EL 9 cel � R,q N1 TE • 6 BLOCK - RET. w I �LL TD HANDICAP w = AMPS ® — � T. EL. 9. 6 ON -� _ P,q No Date Description PROPOSED BUILDING #1 Revisions W/ GARAGE UNDER { I FENCE ENCLOSED ( 47— UNITS) � , I i TRASH & RECYCLING PROPOS BIN STORAGE AREA ED „ PROPOSED BUILD 1 (TYP EACH BUILDING) CONCRETE W/ Gq I NG F BIKIE RACK SIDEWALK R,q GE U #2 Ns 1 (TY'P 0 F 2 TYP l 4-7 DER o= ROBERT y r (TYP) = UN17-S I H. N 1 PER BUILDING) -C o GRIFFINIrTl CIVIL PROPOSEDBrK BIKE RACK � � #36686 bIKt 0 a ° � r : ` (TYP of 2 HISTORIC HIGH • - ' • " - , _ _ PER BUILDING " •` - • �•�o•�Z 1 ) WATER LINE •t: . . 0 Z V V1 0 I Engineering Group, LLC P.O Box 7061 . _ 1 :.. • 100 Cummings Center, Suite 224G Beverly, MA 01915 L Tel., 978-927-5111 L Fax., 978-927-5103 V V 10 — — — —�— _ _ _ _ MRM PROJECT - - - - — - - - - — - - — — - - — MANAGEMENT, LLC 1 1 1— N 6 2 SALEM, MA 0 / 1 I MAI 16 LOT MAP 1 _ 1224 LOT 225 MAP 16 SITE LAYOUT N/F #34 N/F OT 227 #28 ED SHE PLAN T% - T C NLEY Z4TUCKER N/F LAWSON I #32 GRAPHIC SCALE SqaL% ,=20, I I 20 0 10 20 40 80 MAP 16 LOT 230 Job No,: foo ( .IN FEET ) fie Names P/PSS/h-b C— 3 B 1 N F 1 D E M E U L E I t" inch = 20 fQAt t 6/20/12 NEW GRANITE CURB INLAID CONCRETE EXIST. AND CONCRETE CROSSWALK AND CURB CUT SIDEWALK AT EXIST. ADA RAMPS AT CURB CUT MAIN ENTRACE � Z) � STOP SIGN • HISTORIC HIGH � � �N ver , 50 AND STOP WATER LINE BARVA '00- L Pvg ��� . i GRPj -000-- N OR -�H R I , OOi�SWOODG 8METL 25' WIDE 1� P IPJW8 S. E. S. D . SEWER CIS- 9.2 — — EASEMENT is � . ROPO D _ - / VE CLE U RIDGE in-17w E ----M T. W W Q Q AP 16 LOT 378 RAI OA I� N/F — C OSSI G — — — HARMONY GROVE CORP. — � 0 ASE NT STOP SIGN � (1 . 02 ACRES) AND STOP BAR R .R TR ACAS nTTS ------------------ U - . _ HSE SAC — — STOP SIGN & I M A STOP BAR �— I - 24. 0' Pol Date Description S 4<?= - -_ I Revisions B K TR H I c� ST RAGE REA I -v ITHIN NCED - - I E LOSU HANDICAP s I RAMPS ROBERT 9c GRIFFIN,NI-o 16 (TYP) H. r [ FINrn #3CIVIL 6686 - 9 I CA —� VP MAP 16 LOT 216 CJI '1 I FENCE E ._ — N /F I — � — n d- _ I TRASH 8 y RAYMOND -11 � N 5 _ BIN STOF = (TYP E A( ■,� 8 I - r� fTa Engineering i 14 I Group, LLC P.O Box 7061 PAINTED ~~ _ 100 Cummings Center, Suite 224G M CROSSWALK Beverly, MA 01915 � �� '� - - ' •' _ P U.N.0.) I Tel: 978-927-5111 Fax: 978-927-5103 I RE T i °` ` Y MRM PROJECT MAP 16 LOT 217 �LL I MANAGEMENT, LLC SALEM , MA N/F SARKES #12 i a " a #6 _ SITE LAYOUT i PLAN E � — — — MAP 16 LOT 218 — — - PD IST CT VER — — — — _ ­NTF R DI RIC GRAPHIC SCALE , (PUBLIC WAY FLORES I 20 10 20 40 80 Ste% 10=20' n — ,lob No, goo v ) z " C- 3C ( ii1 FEET j .�� P/P/sA—b 1 inch = 20 ft v � M AFI 1 .6 LOT �� 6/20/12 #4 b I i ZZ; .. . ,. SOIL TEST PIT DATA (10/17/11) -SEE SHEET C-4B- .� 1 (EL. 15.9) DEPTH I HORIZON TEXTURE COLOR MOTTLES OTHER BRICKS 0-80 FILL -- -- SANDY GRAVEL, , LITTLE TRASH 80-120 Cl S 10YR 5/4 SINGLE-GRAIN, LOOSE, VARIES ACROSS PIT �.,, U w ' U W � NO REFUSAL, NO WEEPING, NO MOTTLES ROOTS TO 108 W ••.r,,,,,� 0 0 b ESHWT: <5.9 (>120 ) L1J UFFERTP-2 '(EL. 17.6) ^fLIMIT OF WORK/ ZONE' `E S DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER 1 s � ' DISTURBANCE 0-54 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH +, (r=� o - ..,` 54-64 A FLS 10YR 3/2 GRANULAR k `� 64-74 B LS 7.5YR 6/6 FRIABLE, BLENDS WITH A LAYER r wr AUTHORITY TEMPORARY 74-120 C1 S 10YR 4/4 MED. SAND, VARIES ACROSS PIT NO REFUSAL, NO WEEPING, NO MOTTLES 77 R . R . TR SILT SACKS ESHWT: <7.6 (>120 ) I4+14*1 1 1 it I I +H+H+H+1111111 s I I (TYP OF 4 CB) TP-3 (EL. 17.3) DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER DMH 11 0-24 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH ----- D 24-36 A/B FLS 10YR 3/2 GRANULAR D -�CB17 36-120 C1 S 10YR 4/4 MED. SAND-, I C131 WQS5 ---�I-�--� C NO REFUSAL, NO WEEPING, NO MOTTLES 9 5 ® D D - 9x Q-- DxOZ _ 7 ESHWT: <7.3 (>120") � � �, EROSION n O NOTE: SOIL TESTS PERFORMED BY: J. BLANCHETTE, P.E. ON 10/17/11 CONTROLS 8c SOIL TEST PIT DATA (4/11/12)x5 LIMIT OF WORK/ EXI STING S TP-2A (EL. 18.0) _® A ® DISTURBANCE 0 �� DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER 9, 6 + ® STORAGE ` 0-78 FILL -- -- SANDY GRAVEL, BRICKS, LITTLE TRASH 78-120 C1 S 1OYR 4/4 SINGLE-GRAIN, LOOSE,. VARIES ACROSS PIT =� ® AREA PROPOSED EXISTING NO REFUSAL, NO WEEPING, NO MOTTLES ESHWT: <8.0 (>120") ® OUTFALL #4 OFFICE x;7 TP-3A (EL. 17.5) INV. 2.3 BUILDING 9 XO DEPTH HORIZON TEXTURE COLOR MOTTLES OTHER 9. 6 + ' NO ® Q = 0-60 FILL -- -- SANDY GRAVEL, BRICKS, _. T LITTLE TRASH 60-72 A/B LS 7.5YR 6/6 FRIABLE, BLENDS WITH A LAYER CB16 72-120 C1 S 1OYR 4/4 MED. SAND, POCKETS OF COARSE SAND ER NO REFUSAL, NO WEEPING, NO MOTTLES CA cRq � 0 9 6 6 � � ESHWT: <7.5 (>120") O E e a _ D� � o cK � � � � � PERC. TEST #1 0TP-2A �xg ��_ L RET. ® @� Ch PERC. RATES: 1.7 MPI, DEPTH OF PERC = 90" �- 7OW PERC. TEST #2 @ TP-3A 10 EL. --- PERC. RATES: 3.3 MPI, DEPTH OF PERC = 96" GRA N/ TE g PROPOSED \ NOTE: SOIL TESTS PERFORMED BY: J. BLANCHETTE, P.E. ON 4/11/12 gx�� Loc% R OUTFALL #1 _ �- �= ��� �T �/,q INV.=2.0 B/ T CO . ®' �- O G PRECAST STRUCTURE SCHEDULE TW=2 2.0 -�-� CB 21 _�L��N C. pA �V _ �o --, INV.=12.0 �RL� �D H o� �• 9. 6 + UPGRADE EXISTING C65 DMH4 DMH11 �- �_ "'"� �j ` �O CATCHBASIN WITH RIM=19.00 RIM=19.20 " RIM=9.30 TW-21 .01 _ R�� ` � �� � ® _ � INV.=16.00 I(in)=12.25 (18 ) I(in)=5.60 (12 ) / = DMH7 \ -�" ,� NEW PRECAST BASIN CB6 I(in)=15.88 (12") I(in)=5.60 (12")�� RELOCATE PEDESTRIAN BRIDGE. �_ � �� WITH 4 SUMP & RIM=15.25 I(out)=12.15 (18 ) I(out)=5.50 (12 ) 2 10/1/12ADD RAMPS. \ �� , DMH5 5'0 MH YD2 6" 1 9/10/12 ADD uBA CE WORK/ RL �10 9-�� HOODED OUTLET. \ \ INV.=12.25 �� �_ � � DISTURBANCE LINE. / PROP. 6"� pROp S D\ CB7 RIM=15.40 ( ") RIM=20.75 D 0 D - RIM-14.00 " No Date Description =J. SES » WQS2 - _ I(in)=12.20 1182 YD INV.=11.50 , ' ROOF LEADER BU/L N PROP. 6 INv.=11.00 ( ) ( ) " Revisions MIN. 1 .5% SLOPE G/� p �� G 3 ROOF LEADER Q I(in)=12.20 (12") R 4 16.00 ' ` q GE � ]T � � � � , CB16,17&18 I(in)=12.20 (6") a YD TO DMH3 4 NDER MIN. 1 .5% SLOPE p INv.=6. ( „) INv.=12.70 RIM=9.00 I(out)=9.33 18 ` CLEANOUT C 7- U o0 • : ,Y,Q N/ TO DMH7 \ --� � WQS2 �CL- ,�• � n TS ��..,,((����, ,, � � DMH6 STC 900 XI TYPICAL GR - Tt�Cl�1 \ CB21 RIM=14.40 7/77� 1 , OQ B(JF` (TYPICAL) G_ 11 . 0 \ RIM=9.00 I(in)=8.95 (18") RIM=10.75 " x R� FER FF_21 PROP. 6 \ INv.=s.00 I(in)=10.60 (12 ) I(in)_7.50 (1s ) x FF'21 . o " 7 \ TEMPORARY „ I(in)=9.00 (6 ) y . RL ROOF LEADER \ c622 l(out)=8.85 (1s ) I(out)=7.25 (18") q ROBERT m MIN. 1 .5% SLOPE c� �\ CONSTRUCTION \� RIM=9.35 DMH7 GRIFFIN HP '-- 5� --1 ° ® TO DMH5 ENTRANCE INv.=5.50 (DROP MANHOLE) WQS5 sooaseas 20x82 4 R� �� TRD1 RIM_9.55 RIM=9.60 -\_ _ R� M H 6 (TRENCH DRAIN) I(in)=4.96 (62) wIER=6.5 D ' _, :•' .:.}:._ _ : . .� RL - D RIM=10.95 ( ) (18") I(in)-4.75 (12") �� 8• \ _ O O $ INV.=10.40 I(in)=6.80 ( )=4 ( ) D !�� ` I(out)=2.45 (18") l(out)=4.50 (12") 1 \ TW=�28. D 22-- --Eg ''20 _ U L x3O I 4--� ` ` D - D D ��., o o Q �G�� *YD4 TO BE 4'0 MANHOLE WITH 2' SUMP AND BEEHIVE GRATE 174 NAH M OX TW=20.0 CB7 (NEE MODEL N0. R-4340-C) Y --- Tw=-3 TW=22.0 _ - ~ •- ;s �' �•� �� - q m �\ PIPE SCHEDULE Q- •�.� LIMIT OF WORK/ Engineering X34 -�• - _ _ ._.-•-•-•- •_ _ _ - � \DISTURBANCE TM A Group LLC _'- `c-_��_ � •� � _ •_•-• -_, _ � PIPE LENG DI SLOPE � �4 DMH3 to DMH4 166.8' 18"0 1.5% P.0 Box SHALLOW � \ \ 22 _ �- ` v \ \ \ �� CB5 to DMH4 5.9' r 12»� 2.0� 100 Cummings Center, Suite 224E -� \ \ DMH4 to DMH5 181.2 18 � 1.5� X. LIMIT OF \ \ 2 �\�� \ TEMPORARY Beverly, MA 01915 ' SWALE \ �-. .� `�� \ CB6 to DMH5 2.6' 12"0 2.0% XCAVATION 32\�\�� �--� a \ \ S SILT SACKS \ Te1: 978-927-5111 ❑ -\ _ ❑ �� 2� \_ N \ YD4 to DMH5 26.0 12 2.0� \ L '\ e• N N \ \ (TYP 0 F 4 C B) \ Fax: 978-927-5103 ETAI N I N G WALIi e�, (� ® \_ �� \\ t--�.� / I p \ -� \ DMH5 to DMH6 15.3' 18"0 2.5% E ALONG TOP p 6 --- _ + ] \ CB7 to DMH6 20.0' 12"0 2.0% MRM PROJECT AIL, SHEET C17) GEOGRID REQ'D \ ALL �jQ DMH6 to WQS2 53.6' 18"o 2.5% IR I N WALLS GREATE 38`- LIMIT OF WOR / \ TRD1 to WQS2 32.3' 6"0 4.3% MANAGEMENT, LLC 16 LOT 232 THAN 11 ' EXPOSED #2 DISTURBANCE " SALEM, MA WQS2 to DMH7 15.5 18"o 3.0% N FBIT. CONC. PARKING HEIGHT / NOTES: c821 to DMH7 104.0' 12"0 2.0% � 10 MAP. 16 1) ALL DRAIN PIPES & ROOF LEADERS TO BE CAPABLE OF M YE R S LIMIT OF WORK/ SUPPORTING A MINIMUM H-20 LOADING. DMH7 to OF#1 14.6' 18"0 3.0% I TURBANCE I � O LOT 235 2) DETAILED RETAINING WALL PLANS REQUIRED DURING CB16 to DMH11 81.2' 12"0 0.5% O MAP 16 MAP 16 N F CONSTRUCTION. TYPICAL SECTIONS ON SHEET C-7 ARE PROVIDED GRADING DRAINAGE & LOT 38O FOR PERMITTING ONLY. C617 to DMH11 30.0' 12"0 1.3% - , MAP 16 LOT LOT 234- PATTI SON 3) CONTRACTOR TO COORDINATE ROOF LEADERS WITH BUILDING DMH11 to WQS5 150.0' 12"0 0.5% EROSION CONTROL DOWNSPOUT LOCATIONS. REFER TO BUILDING PLANS. 233 # N/F N/F 4) TEMPORARY CONSTRUCTION ENTRANCE TO BE CONSTRUCTED AT CB18 to WQS5 32.4' 12"0 3.9% PLAN P A TTI S O N PROPOSED GROVE STREET ENTRANCE. #1 C S WI G G I N 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. WQS5 to OF#4 39.3 12"0 5.6% SPERIDAKOSNOTE - ALL DRAIN PIPES TO BE CORRUGATED GRAPHIC SCALE s - PLASTIC PIPE OR RCP. Sc91c 1'=20' 20 0 �o zo 40 80 STREETA VER [3 E ,lob No•: 700 C' ' IDE c IN ter ) .� P/P/s/h-b - A 3o W �/A Y N I inch = 20 f� E ' (P U B�- C QdC 6/20/12 d / 12 VC & I / MAP 16 LOT 377 \ OUTFALL PRECAST STRUCTURE SCHEDULE / 12" VC N F \ c� 3 " DMH12 �O R K \ I--5.3± ' RIM=20.80 RIM(2 50 RIM=9.60 � I OUTFALL HARMONY GROVE CORP. INV.=17.80 - " \ ' INV.-14.50 I(in)=3.45 (24 ) 1=4.3f � \`N K-�7 / \ \ ' CB2 DMH1 I(in)=4.85 (12„ ) RIM=20.80 RIM=21.00 I(out)=3.20 ( )I(in)=7.50 (6 ) INV.- t+ l� 17.80 I(in)=17.30 12 t I(in)=1 7.65 r 12 r ( ) W S1 _D TIDAL CB3 „RSH RIVER CANAL \, _ RIM-20.00 I(out)=17.20 (12 ) STC 900 3 I ' RIM=20.30 '� - •. ,'' - # INV.=17.00 DMH2 � �- I(in)=15.15 (15") '_ Bc METAL CB4 RIM=20.20 " I(in)=16.45 (12 W00D I RIM=19.80 I(in)=15.90 (12 ) l(out)=14.90 15 ---- BRIDG W/ 8' PIPE EROSION ' " ( "> INV.=16.80 I(in)=16.90 (12") CONTROLS & I(out)=15.80 (15") WQS3 ' DECK= EL. 9.2f \ I B 2&1 src 900 LI MIT OF WORK/ RIM=10.0 DMH3 RIM=10.30 DISTURBANCE INV.=7.00 RIM=20.43 WIER EXT.=6.5 ' E'• i® ® ,,, E 4 I(in)=14.85 (15") I(in)=5.30 (24") BANK 1 CB20 I(In)=1 6.00 2 6" I(out)=5.20 24" ' RIM=9.00 I(out)=13.10 (12")** HI B r U� �W•-- ICCWW / / � `� _ � _ EXISTING ~ ' CC INV.-6 .00 *(TOINFIL . FIEL D ) " ) � YD1 6 8BRIIDGE IDMH10 5'0 b H 5 W W NM-12.7RIM=10.25 / LIMIT OF WORK ABIUTMENTS T I(' )-5.45 (24") DISTURBANCE RIM=20.75 I(in)=6.90 ) ( ) �� wG INV.=11.50 I(in)=6.90 12" I(out)=5.35=5.35 24" "J \ EROSION CONTROLS & LIMIT I *NEENAH MODE3 TO BE L NONR-4340-C)HOLE WITH 2' SUMP AND BEEHIVE GRATE \ TRANSPORTATION ( OF WORK/ DISTURBANCE 11411111111111111 PIPE SCHEDULE } I _�! �� PIP ENGTH DIA. SLOPE CB1 to DMH1 98.6' 12"0 0.5% wallo � ® � �\ , TOP OF E8 -� CB2 to DMH1 7.4' 12"0 2.0% / PROP. �� �� C 0 A S TA L DMH1 to DMH2 131.8' 12"0 1.0% T./C C. TH 1 oxe �� OUTFALL #2 CRANI J' �� .� 9 5 C INV.=3.0 E B�0 Aft BANK E CB3 to DMH2 5.4' 12„0 2.0% 1 PLUG ALL EX1'.jT. RET ® � ( DMH2 to wQs1 66.5' 15 1.0% D CB12 OUTFALLS ALONG �'�L ��� 0 A CB4 to WQs1 17.8' 12"0 2.0% D _ WQS3 1 ALONG CANAL WALL. T� = ~_ � ► 9x5 L wQs1 to DMH3 3.2' 15"� 15� --1 _ D D n �L, n C 1.5% 1 X M H 10 -�- Q 1. ' \ �'1 NI 1' `�' ® DMH3 to DMH4 166.8' 18"0 1.5% a CB13 �' ..-1\ '`� 8LDC DMH9 " A A �..�, K RE II to DMH10 166.4 24 0 0.5% , =_� ! ' yV iq LL CB12 to DMH10 7.1' 12"0 1.4% CB13 to DMH10 7.1 12"0 1.4% \ RL �^ _ CB2 - B T• n J�.�.�"c�' �_. EL! 9. 6 I' / DMH10 to WQS3 5.0' 24"0 1.0% 3X RL RL L x 1 l-�•���' WQS3 to DMH12 86.5, „0 ` ATH Q 24 2.0% 1 9/10/12 ADD LIMIT OF WORK/ 3 � ��® � CB20 to DMH12 56.0' 12"� 2.0% DISTURBANCE LINE. 0 P. 6 q ® ` No Date Description / �- � DMH12 to OF#2 10.0' 24"0 2.0% _ RO LEA R P OP 0 D U I LD I N G #1 TW=23.0 - _ _ ` _ x0 TE _ ALL Revisions MIN. 5% SL E W AR GE UNDER 18 PLO STIC PIPE OR DRAIN RCPPES TO BE CORRUGATED 0 DM G �-� - UNITS � � - _ { INV.=13.0 0 1 , 70 TW 3.0 G= 13. 0 RD D E PROP. 6 TW=22.0 S D BU1�p F , FF= 23. 0 ROOF LEAD R == GARAGE ' G �-� , ; s.9� CLEANOUT ' �~ �2 � ��Q MIN. 1 .5% SLCPE TYPICAL - D --� (4- V NDER � � RSH TO DMH3 ( ) D7- (� _ I a GR FFIN YD1 / ~�'---D N1 S` TW-22.0 I� INV.-12.0 - U CIVIL - #36686 Q R L R L x0 �L -- RI - R o ® RL _ 76 x 22x45 x - �� _22 : . ..- Li 16-- - - - HIP \ 20x37 I �. / x C B 2 - - ri D --- '- x _ \ CB1 D ----- 18 _ _ �. \ R� I YD Engineering O ^ D -- D I - - - ` *B . Q� Group, LLC -'2 0--- -14- DVH, R P�.o Box 7061 241- TW-28.5 _ - - - -'�`2 - _ D �� - � x }- 100 Cummings Center, Suite 224G � \ 22 21 --D =t6- 12"x18" Beverly, MA 01915 =27.5 TW=28.0 _ -- -- .1- � ---.-__ �\ � ® TEE - TW / - _ - \ _ - - -24- -/ r26- -- =3 -a 3 2.0 -- __ DMH p HP I Tek 978-927-5111 _ - �--- \ /-- �- TP-.3A _ _ �\ 20x82 T Fax: 978-927-5103. _ L� 21 68 22x68 21x6 7 .� -� \ \ ��--_-_-�- TW=26. D OP - -� - - MRM PROJECT a _ -.� MANAGEMENT, LLC 8 ---30- 30-- -" 32_ -- `max, - - r4 _ D D 3 - --34 - - �T �\� _ �-Lh--f:7-8-�4_ �2 _ ._, 21x30 TW-28. SALEM , MA z ---- - - - 34-- '3� ______ - ''�' \ \� - ='- - - .: -- - - -,�- �`L NOTES_: � _ �,�.r_. ,� - �,,, 1) ALL DRAIN PIPES & ROOF LEADERS TO BE CAPABLE OF �g -38- - -- -- SHALLOW ----- -3 -•_' �-'- SUPPORTING A MINIMUM H-20 LOADING. LIMIT OF WORK/ 0 �_ �- o- -3�3-�.`364 _ _ ��-� _�_ �7 2) DETAILED RETAINING WALL PLANS REQUIRED DURING m MAI 16 L 0 T MAP 1 SVI�A LE DISTURBANCE \ �- �.c' - -34---- -=- 224 LOT 225 MAP 16 Z ' ��- 6.•--- -" CONSTRUCTION. TYPICAL SECTIONS ON SHEET C-7 ARE PROVIDED GRADING DRAINAGE & ' FOR PERMITTING ONLY. 1' � � ____ � 3) CONTRACTOR TO COORDINATE ROOF LEADERS WITH BUILDING EROSION CONTROL N/F #34 N/F OT 227 #28 APPROX. SHED SHED® T DOWNSPOUT LOCATIONS. REFER TO BUILDING PLANS. �` �� 4) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. PLAN T - T C NLEY I TUC ER APPROX. N F LIMIT OF LIMIT OF WORK/ TW=32.0 APPROX. LIMIT OF LIMIT OF / EXCAVATION , 11 LAWSON DISTURBANCE EXCAVATION EXCAVATION #32 ,PROP. INFILL FIELD POND ❑ GRAPHIC SCALE I 25 WIDE x 90 LONG X BLOCK RETA NINI G WAL ❑ ss�l 1'=20' 20 0 10 20 40 so. BTM FIELD = 12.5 - Job No,: goo MAP 16 LOT 230 x W/ SWALE ALONG TOP BTM CHAMBERS = 13.0 GARDE (SEE DETAIL, SHEET CJ7 ( IN FEE S -b C- 4B INV.= 13.0± (12 0 HEADER) N/F ) P/P/ �' E I inch = 20 ft SEE DETAIL, SHEET C-7 DEMEULE X I Dom; 6/20/12 ( ) MAP EXIST. �+ INSTALL FRAME & PRECAST STRUCTURE SCHEDULE CHEDULE N� CB (ECB) �a SOLID COVER , CURB CUT RIM=8.10 •n 'ON ECB / RIM 11.30 R MH$0 65 l(IN)=6.80 / INV.=8.30 I(in)=7.35 (12") 't _ CB1 /''' / I(in)=7.35 (12") � I(OUT 5.85 cB9 �O RIM=10.50 " I(in)=7.35 (15") 1 l(out)=7.25 18 INV.=7.50 ( ) ;'_%'. t G / SEE NOTE 6 C131 0&1 DMH9 5' "� ` RIM=9.75 RIM=10.07 INV.=6.50 I(in)=6.40 (12") �" 3 / I I(in)=6.40 (12") } EROSION / CB14&15 I(in)=6.40 (18") RIM=9.55 I(out)=6.30 (24" wooe CONTROLS & I ) � „ INV.=6.55 LIMIT OF WORK / 0 LIMIT OF WORK � 12 VC WQS4 / / ® OUTFALL CB19 STC 4501 DISTURBANCE �( �� / DISTURBAf�C-E I I__4•3� (DBLE GRATE) RIM=10.0 BANK#7 I RIM_8.0 In - (12») I(' )-6.45 (` N V. 5.9 VA �1v - I(in)=6.45 (12-) A 1 1 -(� V� �•�,� �' 0 �-- I(out)=6.20 (12") \ G / i RIM=12.25 TOP OF B PROPOSED I INV.=9.25 COASTAL �g Y .7 OUTFALL #3 NORiTH RI vE � 25' WIDE / ./ / /� �� INV.=4.0±4.0± CB23 TO HAVE BEEHIVE GRATE NEENAH MODEL BANK / .3 _ N0. R-4340-C) S. E. S. D . SEWER / /_ WOOD & METAL /�A BRID(Gj W/ 8 PIPE PIPE SCHEDULE _ EASEMENT o .6 \ _ �--- -fig DECK;= EL. 9.2± / �� / - PIPE LENGTH DIA. SLOPE �,,�, ' CB8 to DMH8 20.7' 12"0 4.6% v 3 - PROVIDE RIP ERA?? ®P GURg BANK#2 RAP ARMOR AT 0 \ cfl CB9 to DMH8 14.5' 12"0 1.0% # WING WALLS TYP 75 (..� I (-m CB23 to DMH8 75.0' 15"0 2.5% GRA' S`Q ( ) \ DMH8 to DMH9 25.8' 18"0 3.3% GANG• BANK#1 M AX. SLOPE 1 .5: 1 (H: V) 1 I t[ ` � CB10 to DMH9 16.2' 12"0 0.6% EROSION 9x \ v w CB11 to DMH9 8.1' 12"0 1.2% �- -� CONTROLS & / EXIST. \ ` \ W I W QS DMH9 to DMH10 166.4' 24"0 0.5% LIMIT OF WORIK/ � � =� � \ " DISTURBANCE RAILROAD �(n I \ cB14 to WQS4 14.5 12 0.7% CROSSING C81 to WQS4 7.9' 12"0 1.3% # 9 80 1 EASEMENT B 15 `- WQS4 to OF#3 52.5' 12"0 4.0% AN K#5 r Mwmwlllllllllllllllliiii-- I \ CB19 to ECB 2.0 8"0 5.07, g' NOTE - CB19 to ECB IS TO BE 8"0 D.I. PIPE. f --- ALL OTHER DRAIN PIPES TO BE CORRUGATED BANK#4 �R ACKS PLASTIC PIPE OR RCP. R .R . \ ' BRIDGE NOTE: BANK#3 - �1 G 1) DETAILED BRIDGE PLANS MEETING AASHTO STANDARDS REQUIRED DURING CONSTRUCTION. H � SETTSo _ �-BANK#.2 AC _� ® r\ 2 11/6/12 ADD NOTE 6. /� MA \ _____-. REVISE CB19 INVERT. ADD LIMIT BANK#1 _ 1 9/10/12 OF WORK DISTURBANCE LINE. $ - CB9 \ D No Date Description - - - - �-- - \ \ I Revisions -- � r�T i ` �._ - _ - \ bM H 8 � 10 CD 1� 0 120 - BLOCK \ \ CB8 o _ �- �. �' �-- 2 RET. WALL TOW=14.5 3x o� ROBERT 9�s 1 e o GRIFFIN -mi 40 CIVIL IN \ / TW=24.0 00 \ #36686 � \� \ � I PROP. 6 � � ROOF LEA[ 24-- r' � O \ I MIN. 1 .5% I MAP 16 LOT 216 �� i - - \ \ \ � `�� J TO DMH12 N /F 16 RAYMOND \�� \ \ / '� BLOCK RETAINING WALL ` \ \ TW ARIES TWU23.0 ' 768 \ LIMIT OF WORK �• (SEE DETAIL, SHEET C-7) 3 222'-- - D I ST`��N`E � r, 6x0 \CB23 13 1 \ \ �, -24=_ -1 r26-- i \ _ \ \ ;Engineering Zg1 �\ �\ TW-16.0 _ I Group, LLC TW=22.0 -. - - \, ` TW \ 12x85 \ ` I i' P.O Box 7061 •�• FLUl 9 •� R L- 100 Cummings Center, Suite 224G 32 _._ - -- •-'�"• \ =x. Beverly, MA 01915 \ -\ •� \\ 1 �6 - X TeL 978-927-5111 3 ? X26\ _ \ \\•� '''. \\ =. Fax: 978-927-5103 \` S T \ \ NOTES: SNE R \ \ \ \ \ �• --'� _ . 1) ALL DRAIN PIPES & ROOF LEADERS TO BE CAPABLE OF MRM PROJECT 3 I SUPPORTING A MINIMUM H-20 LOADING. MAP 16 LOT 217 CB1 2) DETAILED RETAINING WALL PLANS REQUIRED DURING MANAGEMENT, LLC \ \ \ \ \�• - CONSTRUCTION. TYPICAL SECTIONS ON SHEET C-7 ARE PROVIDED I N/F APPROX. ,' \ \ \ \ \ \ ` \• \ 01 FOR PERMITTING ONLY. SALEM, MA S A R K E S LIMIT OF \ \ SHALLOW \\ 3) DETAILED BRIDGE PLANS MEETING AASHTO STANDARDS _ \ \ SWALE \\ \ \\ `'�, 2 _ REQUIRED DURING CONSTRUCTION. #12 EXCAVATION \ \ 4) CONTRACTOR TO COORDINATE ROOF LEADERS WITH BUILDING \ \ \ DOWNSPOUT LOCATIONS. REFER TO BUILDING PLANS. LIMIT OF WORK \ \ �\ TW 5) REFER TO SHEET N-1 FOR ADDITIONAL NOTES AND LEGEND. / \ \ \ _ = 6) CONTRACTOR TO VIDEO INSPECT HARMONY GROVE ROAD GRADING, DRAINAGE & 6 DISTURBANCE \ DRAINAGE OUTFALL PIPE FROM EXISTING CATCH BASIN. BASED ON ZA�LL 21 68 INSPECTION RESULTS, ENGINEER TO CONSULT WITH SALEM CITY EROSION CONTROL BLOCK RETkNt G •�• ENGINEER REGARDING NEED TO REPLACE DRAIN LINE. SEE -S.WALE ALO TOP ��--�• PLANNING BOARD DECISION. PLAN MAP 16 LOT 218 --I - � __- VER �./ (SEE�ETAIL, -SHEET C-I? oe _SL2 N/F -- \ -- •�-- -30-- GRAPHIC SCALE PUBLIC WAY '�-- �-- `�--- -y --_32� S� 1•=20' FLO R E S \ �- -- 20 0 10 20 40 80 No•: 700 381- - - - C- 4C E qT 0 38 MAI 16 LOT c IN FEE Fri e NomZ1P/P/sA-b 4 1 inch = 20 ft 6/20/12 .o �s .ter ULai IUw 1 , I F— w �— W ZONE 00 BUFF F Q = IQ FER 12 w l :2 _ .•,., s s I R . R . TRACK ,SAUTHORITY ._. R a . DUMPSTERI D p D AREAD p ----D 1 p D D . -- D �- ® D O � G j I � EX/ 4„ o EX STING WA s n 0 9. 6+ STORAGE rER SMH2AREA -� I EXISTING RIM=10.3 6 a INV.=6.65 1 OFFICE ��\`�� ' SEE Z UPI NOTE VJ 9. 6+ I A/0BUILDING �.� R T ® o H S --AR �E 0 E C XIS F z C S s -�— — Ra N! SEWER s �% T/ TE g S D,q o C S � � S _ SMH3 W/, G� 3 RIM=10.3 0 w S GRA ' INV.=5.70 8"0 SDR35 PVC EL. 9. 6 --- 8 '� T E BL S=0.004 FT FT 8 0 RLQ S SDR35 p �_ 0 CK DING I RL S C S� 8/ �qL n VICE. R� �'X04 FT . CONC � OPE. I _RL� S /FT ���D C. PATH EL. 9. 6 + R�� S T R�� S z _ RL SMH4 'ABANDON EXIST. ' PR S S WATER SERVICES REMOVE ALL POSED PROP. 8"0 p 6,, RIM=10.3 No Date Description B — & VALVE PIT PER �l :g INV.-5.5 R EXISTING ON-STIE VVI G �LD�NG PVC BUILDING �j S X`ST. W Q CITY STANDARDS Revisions UTILITIES UNLESS GARAGE #13 SEWER SERVICE. � GE UNDER �3Ss � NOTED OTHERWISE. (4 ;7' U MIN. 2% SLOPE. ,0 1 c Lam'` , TS) EXIST. WATER EXIST. r _ O Q MIN. 18 �/ VALVE t wv _ = EPARATION MDC TRAP #2 � ZONEAS CROSSING `�-� RIM=1 �O SPIT ESMH� B��-�ER o� ROBERT `s H. v ° GRIFFIN G G M' I(out)=7.0 o EXIST. 8" WAT R� S MH . A %­V I L 11 CTL W W EXIST. 10 SEWER T S S PROPOSED #36686 W s ESMH < W G _- ��R S S G x TRIPLE GATE t D i G G N - - RL G cP, VALVE �Z DG L G — -y' DD D G D G G --�` Q G . w p z �� ��y C��-� TV `n 1 CONNECT TO °D Engineering yYo PROP. GAS SERVICE EXISTING SMH Group, LLC REMOVE & RESET PROP. SEPARATE 40 SIZE BY UTILITY RIM=11 .30 P.o Box 7os1 UTILITY POLE. POTABLE WATER SERVICE & PROVIDER PROP. 8 0 CLDI INV.-5.15 100 ox 70Cummings Center, Suite i ETC RISER DOWN TO FIRE PROT. SERVICES. SEE PIPE. MIN. 5' (SEE NOTE 2) G Beverly, MA Ce ' S to 224G TC--z XFORMER PADS. NOTE 1 &3. (TYP EACH COVER ti S Tel: 978-927-5111 1 BUILDING) WALL G Fax: 978-927-5103 1 _ ALL --"" MRM PROJECT MANAGEMENT, LLC 16 LOT 2321 #2 SALEM, MA N /F BIT. CONC. PARKING / NOTES: g1 MAP 16 1) FIRE PROTECTION BUILDING SERVICES TO BE SIZED BY MECHANICAL M YERS I / ENGINEER PRIOR TO ISSUANCE OF BUILDING PERMIT. LX10 LOT 235 2) EXISTING SEWER SERVICE IS CURRENTLY BRICKED—UP. CONTRACTOR TO / MAP 16 REMOVE BRICK AND VIDEO INSPECT EXISTING SERVICE CONNECTION TO THE —� MAP 16 N/F / EXIST. SEWER SCHEDULE MAIN. CITY TO DETERMINE IF SERVICE IS ACCEPTABLE FOR REUSE OR 1LOT 234 LOT 380 ESMH1 NEEDS TO BE REPLACED. REPLACE SERVICE WITH 10" SDR35 PVC IF MAP 16 LOT 6 R)PATTISON — REQUIRED. CONTRACTOR TO REBUILD INVERT AND REPAIR DAMAGE FROM UTILITIES PLAN i I 233 N/F N/F M 10.26 BRICK REMOVAL. EINV=3,08 3) COORDINATE BUILDING SERVICE LOCATIONS WITH OTHER DISCIPLINE #1 CSWIGGIN PATTISON DRAWINGS. SP ER I D AK OS 4) REFER TO SHEET N-1 FOR ADDITIONAL NOTES & LEGEND. - — _ I _ _ ESMH2 STREETRIM-11 .28 GRAPHIC SCALE SQ9L% 1'=20' INV5.13 +0 0 20 40 80 160 of3EA VER a 1 DE J&b No•: C— 5A 1 E r3 0 V V 1 nJ FEET e N= P/P/sA—b 1 PUBLIC WAY c 1 inch = 40 ft D 6/20/12 0 o - - r J _.: - -- -- / MAP 16 LOT 377 0 12 VC -- iN F OU TFALL o / 12 VC \ OUTFALL HARMONY GROVE CORP. 1=5.3± 3 �N K#7 I (0. 48 ACRES) . TTIDAL N0RTH R1VER CANAL N � i i WOOD I& METAL `- BRIDGI W/ 8" PIPE DECK= EL. 9.2± ` BANK#9 i e BANK#10 BANK#11 C-0 B A N K#14 BANK#12 BANK#13 I •.., EXISTING BANK#15 UREMOVE EXISTINGBRIDGE WUW ~ Li W ~ W PUMP STATION & ABUTMENTS ~ J W Q IQ MH Q = IQ _ _ FORCE MAIN. CUT & _ � � I � FM „ FM NM CAP EXIST. 4" SERVICE _ � M 1 .5 FORCE MAI �-- —J WI - { BA Y wC TRAN SP OR TA TI ON I— � DUMPSTER TOP OFAREA- .... I 3 -------- ,_� � AREA _ —�-- COASTAL BIT. CONC. PATH GRgN� T BANK 1 � B SMH1 �oCK R RIM=11 .00 PLUG ALL EXIST. T ��L p '— D --- NV.=7.45 OUTFALLS ALONG TOW D D _ D D Q CANAL WALL. _ EL. 9 -A N/ TE • 6 SLOCkSMH2 i < 0 RET / RIM=10.3 I ' tia S A�� T INV.=6.65 Y L BI T 9. 6 RL RL R RL RL < S CONC. P � PROPOSED �, S SpR35 PVC TH 8"0 D.I. BUILDING S S=0,004 -� No Date Description PROPOSED BUILD #1 SE R SERVICE. ® STIFT -� — Revisions 1 NDER MIN. % SLOPE. W/ GARAG S FENCE ENCLOSED1 ( 47 NITS) S S 3 TRASH & RE a PROPOS0 S IN STORAGE AREA tiY ' ED >t- CONNECT FLOOR W BO/LDIN PROPOSED 8"� RL �o� M TYP EACH BUILDING 1 G Ro ( ) DRAINS TO MDC TRAP. - �R,q GE2 F ZF HERT N (ANDER PVC BUILDING I " ��I,V`,N f. 1 (TYP EACH BUILDING) MDC TRAP ~`�''D �47— SEWER SERVICE. - 1 _ — # '��' - ,D U N' � RIM 11 ..80 MIN. 2% SLOPE. D r RL RL RL - RL R I(out)=8.0 D R L RL R ® _ ��_ �,�z _ 1 _R L--,R� REMOVE EXIST. L DRAINAGE SYSTEM W G o I c r W w G W W D W �G N < I En ineerin R�� Gro LLC g 4K D — W Lam_ p' _ � D ----------------- PROP. 80 CLDI PROP. SEPARATE 40 D D ----_ _ G ,c� _= P.O Box 7061 PIPE. 5' COVER POTABLE WATER SERVICE & D p < G �� G T 100 Cummings Center, Suite 224E FIRE PROT. SERVICES. SEE D p ® � G Beverly, MA 01915 z NOTE 1 &2. (TYP EACH0 y a 1 �� THRLM-T- p W G ---I� G . Tel: 978-927-5111 N G BUILDING) Y �B�0 C K S ———___ D w �1L�� Fax: 978-927-5103 _— (Tye ___-----=— D �- — � p = MRM PROJECT PROP. HYDRANT - -1_D -p _ MANAGEMENT, LLC TYP OF 3 – � SALEM MA ( ) PROP. CONCEPT INFILTRATION PAD MOUNT MAI 16 LOT MAP 16 (FIELD TRANSFORMERS — (TYP OF 3) NOTES 1224 LOT 225 MAP 16 I 1) FIRE PROTECTION BUILDING SERVICES TO BE SIZED BY MECHANICAL UTILITIES PLAN N/F #34 N/F OT 227 #2 8 SHED SHED® I ENGINEER PRIOR TO ISSUANCE OF BUILDING PERMIT. I c� 2) COORDINATE BUILDING SERVICE LOCATIONS WITH OTHER DISCIPLINE T T C N LEY TUC ER N/FDRAWINGS. I I I ETCH 3) REFER TO SHEET N-1 FOR ADDITIONAL NOTES & LEGEND. 32 // LAWSON I II GRAPHIC SCALE Sc&dg; 1'=20' c 1 40 0 20 40 80 160 ,. Job No•: MAP 16 LOT 230 goo ( ` Fie Names P/P/S/h—b N C— 5 B x /F IN FEET 1 inch = 40 ft i D E M E U L Elu MAP 16 1 o� 6/20/12 a 1 Ips ww. . i EXIST. �J EXIST. CB (ECB) o ON CURB CUT RIM=8.10 I(IN)=6.80 F �F � I OUT =5.85 - � �> NDERGR,9.0-1`40 ,ELF MCAL j 12 VC CON I�I,EC�I j S BRIDG OUTFALL �. BANK#7 c 1 1- Gv o sEw -_ VA P�8 TOP OF , B LUG EXIST. COASTAL CONNECTION NORITH RI 25 WIDE BANK / (SEE NOTE 2) S. E. S. D . SEWER — WOODI& METAL T+ BRIDG W 8 PIPE _ EASEMENT i BANK#4 } DECK— EL. 9.2f BAN 7 `" BANK#3 ANK#8 BANK#9 1 GVRg �1�C BANK#2 f- GR pNG, S BANK#1 EXIST. W W / Q = Q = RAILROAD p CROSSING FM _ — BANK#6 EASEMENT — BANK#5 — I I -- BANK#4 TRACKS R .R . BANK#3 — j SETTS U BANK#2 SSACH A _ -� ' 1 11/6/12 ADD NOTE 2 PER S.E.S.D. BANK#1 D -------- _ D 0400 u A Mo Date Description - CKS I Revisions R R TR BULK TRASH STORAGE AREA WITHIN FENCED -'' WV ' �j F M s ENCLOSURE o= ROBERT y Z,pN� Y q GRIFFIN � 1C)o ' BUFFER CIVIL 86 PROP. 8"0 CLDI I ' � MAP 16 LOT 216 PIPE. 5 COVER I �,.. FENCE E i N /F TRASH 8 n RAYMOND IN STOF _ ABANDON EXIST. (TYP EA( ,.... - 6 0 WATER MAIN 1 BEYOND Engineering ® ' CONNECTION � Group, LLC P.O Box 7061 RL R T00 Cummings Center, Suite 224G := Beverfy, MA 01915 Tel: 978-927-5111 Fax: 978-927-5103 S r .. ONS RET MRM PROJECT . K1A _ MANAGEMENT LLC MAP 16 LOT 217 �-L _ ' I N F � -1 SALEM, MA �� V 6x8 PROP. SARKES TEE PIPE. # 12 C #6 � MAINTAIN EXISTING NOTES: UTILITIES 1) REFER TO SHEET N-1 FOR ADDITIONAL NOTES & LEGEND. ES P LAN Y 6 0 WATER MAIN 2) CONTRACTOR TO PLUG EXISTING S.E.S.D. SEWER CONNECTION IN m MAP 16 LOT 218 CONNECTION TO ' MANHOLE ON NORTHERLY END OF EXISTING WOOD & METAL BRIDGE. VERSILBEAVER STREET FILL MANHOLE MANHO EEWITH COMP COMPACTED GRAVELEANDOABA DON PERSONNEL. N /F GRAPHIC SCALE SQQL% 1"=20' 1. (PUBLIC WAY FLORES ' 40 0 20 40 so 160 00 _ C 5C z C� P � Fie Names P/P/s/h—b ( n1 FEET ) (A MAI 16 LOT 1 ��h = 4o fir Q� 6/20/12 #4 - SEE TABLE OF 3000 PSI CONCRETE INLET PIPE FINISH THRUST BLOCK AGAINST GRADE BEARING AREAS UNDISTURBED -' FOR THE AREA - / .,,•.... ��, MATERIAL a OF CONCRETE 50 `.' REQUIRED •;; MAX. GROUND SURFACE • SEE TABLE OF THRUST BLOCK WATER MAIN BEARING AREAS _ FOR THE AREA 2'0 OPENING IN TOP ADJUSTABLE VALVE BOX .` . ROUND FRAME AND •'� , ' •' OF CONCRETE \� 1 �/� � COVER SET AT FINISHED ,e AND COVER REQUIRED FINISHEDGRADE wo 450 GRADE. SEE NOTE 4. }� of z 10 .� TAPPING TEE. H MAX. CONC. COLLAR CONFIRM SIZES FLANGED / PLAN OF THRUST . 12" MIN. .•_ ,•_. PRIOR TO CONST. BOLTED GATE BLOCK AT BEND H/2 MAX. d VALVE _ .' // / FA ADJUST TO GRADE PRECAST, • . ECCENTRIC CONC. WITH COURSES CONE OR COLLAR CL 52 CLDI WATER `_ OF BRICK FLAT TOP ..•. MAIN CONE STEPS PRECAST RISER TEE / \ / \\\/ 3000 PSI CONCRETE WATER MAIN � BACKING AGAINST PIPE 0 GATE VALVE UNDISTURBED MATERIAL PER PLAN RISER CONCRETE THRUST BLOCK AT PLUG GROUT"R'NK 4 N .T.S. _ N.T.S. PRECAST BASE MANHOLE 3000 PSI CONCRETE tI Min. BASE t AGAINST _' L»-.-6" Min L* BACKFILL TO SUBGRADE W/ UNDISTURBED 45° MAX. CLEAN GRANULAR BACKFILL MATERIAL SEE TABLE OF' COMPACT TO 95% MOD. PROCTOR CLEAN GRANULAR BACKFILL STONE UBASE NO STONES LARGER THAN 3" I THRUST BLOCK BRICK MASO"nr� " COMPACT TO 95% MOD. PROCTOR © BEARING AREAS 3000 PSI CONCRETE FOR THE AREA NOTES: AS REQ'D PLAN OF THRUST OF CONCRETE 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. BLOCK AT TEE REQUIRED 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. APPROXIMATE. LOCATION 3. H-20 DESIGN LOADING. SHOWN ON DRAWINGS. 4. LEBARON FRAME AND COVER CATALOG NO. LA246 OR APPROVED EQUIVALENT. 1 12" WATER, SEWER, OR DRAIN. EXACT LOCATION TO BE I SET AT MINIMUM DEPTH OR DETERMINED IN ADVANCE 5. SHEA PRECAST OR APPROVED EQUIVALENT. INVERTS AS INDICATED. OF CONSTRUCTION 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. 2" MIN.* °o°°°° 0°•°°oo GROUND SURFACE 7. SEE FORCE MAIN CONNECTION DETAIL SHEET C-9. °ppO 0 ° 8. FOUNDATION SUPPORT FOR STRUCTURE PER GEOTECHNICAL ENGINEER. ° ° 3000 PSI CONCRETE 4'0 PRECAST SEWER MANHOLE ° °° BACKING AGAINST - SEE TABLE OF HYDRANT TO BE 0 000 0°0 6" MIN - BOTTOM UNDISTURBED MATERIAL THRUST BLOCK AMERICAN DARLING ° ° 0 0 00 AND SIDES o. 862B OPEN RIGHTf. 45 BEARING AREAS CEMAIN N.T. S. 3/8" CRUSHED STONE MAX. FOR THE AREA NOTES: : , OF CONCRETE ADJUSTABLE VALVE FINISH OR SCREENED GRAVEL BOTTOM OF EXCAVATION PROVIDE JOINT RESTRAINTS GRADE •• �'� = REQUIRED Bax COVER (TIE RODS OR MEGALUG) FOR X * FOR DUCTILE IRON OR RCP PIPE: TOP OF STONE IS MID-DEPTH (SPRING LINE) OF CONDUIT. ALL JOINTS WITHIN 15' OF 45• BEND, WITHIN 20 OF DEAD ,/ •._•: N END HYDRANT, AND WITHIN 15' OF MAIN LINE TAPS. = 6" FLANGED & BACKUP HYDRANT WITH 1 6/20/12 REVISE CURBING AND SIDEWALK .;•: BOLTED GATE 6 SQ. FT. 3000 PSI DETAIL TO CONCRETE. ' PIPE BEDDING SECTION • ' VALVE M CONCRETE PLACED � 45' BEND GROUND TYPICAL / \ U AGAINST UNDISTRIRBED SURFACE No Date Description . MATERIAL ROTATE AS REQUIRED 3000 PSI CONCRETE Revisions N .T. S. BACKING AGAINST °Q 00 i THRUST BLOCK SECTION UNDISTURBED MATERIAL 0;°•ob Y-BRANCH SEE TABLE ON THRUST •0 0p' R BLOCK BEARING AREA o• PROVIDE 10 CU. FT:. E�AN BROOM FOR THE AREA OF c: 000 3/8 CRUSHED STONE TO 4' MIN COVER (FINISH CONCRETE THRUST BLOCK CONCRETE REQUIRED. /�\\�/ c 12 ABOVE DRAIN HOLE. 6"0 PVC 4' WIDTH U.N.O. BUILDING SEWER FINISH D x 6" HYDRANT 6" FLANGED MIN. SLOPE 2% GRADE N.T S TEE OUTLET WITH °°• M SPOOL PIECES) •°°° '�° •° _ 411, SLOPE TO DRAIN * VALVE RESTRAINING FLAT STONE OR ��° R0 ER7 �s 4" o o o CONCRETE BLOCK _ ° GRIFFIN ' JOINT H. • ° GRAVEL BEDDING SEWER MAIN '.°•'° °°. • TABLE OF MINIMUM BEARING AREAS IN SQ. FT. #36686 8" °.•° AGAINST UNDISTURBED MATERIAL UNDISTURBED . 6x6-W1.4xW1.4 WWF MATERIAL SU PREPARED WIRE MES" PRESSURE 150 PSI TYPICAL HYDRANT ASSEMBLY WITH DRAIN SECTION BASEL 3,000 PSI N.T.S. COURSE CONCRETE TYPE OF SOIL CONDITION PIPE BUILDING CONNECTION * WALK TO BE ADA COMPLIANT UNLESS NOTED SIZE BEND A B C D E F G N.T.S. OTHERWISE. MAX SLOPE = 1/4" PER FOOT yme TEES & 1 7F 8.5 4.5 3 2.5 1.5 1.5 1 w I ff I- CONCRET SIDEWALK 6n PLUGS I I Engineering N.T.S. and 90 12 6 4 3 2 1.5 1.5 Group, LLC smaller 22 45 2 6.5 3.5 2.5 2 1.5 01 015 1 2 3 4 5 P.O Box 7061 / 3.5 2 1.5 1 1 5 100 Cummings Center, Suite 224G TEES & 15.5 8 5.5 4 3 2 1.5 Beverly, MA 01915 8„ PLUGS TRENCH WID 21.5 11 7.5 5.5 4 3 2..5OC KEY: 90 FINISHED GRADE 0o Oo % O °o 1. 1.5 " CLASS 1 BIT. CONCRETE TOP COURSE "Tel.' 978-927-5111 C 0 0 o o o 0 0 Fax: 978-927-5103 45 12 6 4 3 2 1.5 1.5 000 0 0 0 0 0 00 TYPE i-1 (M3.11.0 -TABLE A). ° 0 0 0 0 0 0 0 2. 2" CLASS 1 BIT. CONCRETE BINDER COURSE O M3.11.0 - TABLE A . 22 1 /2 6 3 2 1.5 1 1 1 6" WIDE YELLOW 000 0 o° 0 0 0 0 ( " ) MRM PROJECT " 0 0 0 3. 12 DENSE GRADED CRUSHED STONE BITUMINOUS CONCRETE CURB TYPE OF SOIL CONDITION 12 MARKER TAPES CONCRETE _ _ _ _ _ _ = -' SUB-BASE (M2.01.7) � ;-`= =,:_ �' 4. COMPACTED SUBGRADE MANAGEMENT, LLC 2'-0' MIN. WELL COMPACTED '`; '._' TOP COURSE FINISH GRADE A SOFT CLAY; FINE LOOSE SAND '' �• == =- �- - 2'-6" MAX. CONDUITS (TYP.) FILL FREE OF SALEM, MA B - SAND & CLAY; MIXED OR IN LAYERS; FINE CONFINED SAND LARGE STONES C - HARD DRY CLAY // \\ BITUMINOUS CONCRETE D - COARSE SAND y , -BINDER " E - GRAVEL FULL DEPTH PAVEMENT a COURSE ' -° 12 F - SOFT ROCK �° ° " CEMENT CONCRETE G - HARD PAN 00 d8 ° . 00 F11-6.. NOTES: //r� / /i��� N.T.S. 1. FOR FITTINGS WITH LESS THAN 22 A-DEFLECTION USE BEARING AREAS FOR 22 BEND. SPACE APPROX. DETAILS I COMPACTED ILI� LHi--�c COMPACTED 3" APART (TYP.) GRAVEL BASE _j SUBGRADE 2. JOINTS SHALL NOT BE ENCASED IN CONCRETE. BEARING AREAS MAY BE DISREGARDED FOR NOTE: E TRENCHES IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN OF2" MIN. TAMPED SAND GRAVEL BORROW FILL AND DENSE GRADED CRUSHED STONE SHOULD MEET THE GRADATION THE PIPE. HOWEVER, CONCRETE BACKING SHALL BE PLACED BETWEEN THE PIPE AND ROCK FACE. ABOVE AND BELOW CONDUITS SPECIFICATIONS ESTABLISHED IN THE LATEST EDITION OF THE MASSACHUSETTS HIGHWAY CONCRETE CURB DEPARTMENT "STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES". THESE LAYERS N.T.S. SHOULD BE PLACED IN LOOSE LIFTS NOT TO EXCEED 12-INCHES AND BE COMPACTED TO SQ91.% 1"=40' CONCRETE THRUST BLOCK BEARING AREA UNDERGROUND CONDUIT TRENCH AT LEAST 95 PERCENT OF THE MATERIALS MAXIMUM DRY DENSITY AS DERTERMINED BY ASTM DESIGNATION D-1557. fob No, 700N.T.S. FOR MULTIPLE CONDUITS C_ 6 0 NOT TO SCALE Fie Names p/p/s/h-b E D-Qtg.' 12/20/11 . . 0 T T- d: 3 L # 12" 8" 15" CHDPE PIPE 18"0 CHDPE FROM WQS#1 OVERFLOW j 12" 8" INV. 14.85 •' .' 8" 24" INV.=14.75 48" : .; . STORMTECH SC-740 STORMTECH SC-740 DMH3 =•: = : SOLID END CAPS i OFMON& TOP Sub 48" PT# SC740E CHAMBERS. (TYP OF 60) INSPECTION PORT BTM OF BED SQUARE FRAME AND (TYP OF 5) SPACE 56"± O.C. FRAME & COVER EL. 12.5 oPnoNnL TOP SLAB BTM EL. 13.0 TO GRADE. (TYP I COVER SET AT FINISHED OF 3) 12"0 CHDPE FINISHED GRADE. SEE NOTE 4. SQUARE FRAME AND INV.=13.1 �s ! ' GRADE GRATE SET AT FINISHED /A q FINISHED GRADE. SEE NOTE 4. GRADE CONC. COLLAR CONC. COLLAR r 12" MIN. �`� R 12"0 STORMTECH " " , • , OUBLE MANIFOLD -_::•: 8 •'- 12 MIN. •_�, 12" ADJUST TO GRADE I " WITH COURSES , CONE 24 WITH ADJUST TO GRADE r 8„ '=<;,.� t OF BRICK 25 0 PT# 1552AN7415 1-1 OF BRICK CONE -. . 24"ES F (TYP OF 2) STORMTECH I CHAMBER END CAPS RISER 48" 0 PT# SC740EPE128 I 48" (TYP U.N.O.) (TYP OF 5) (SEE NOTE 8) RISER 90' Y 1' STONE 12"0 STORMTECH 5" PERIMETER 90' MANIFOLD BEND PIPE SIZES PER PLAN PIPE SIZE PER PLAN ON SIDES INFILTRATION FIELD DETAIL PT# 1298AN74 & END N.T.S. BASE - 48" SUMP _ MIN. OIL/DEBRIS HOOD BASE :: "SNOUT" TYPE BY LEBARON OR APPROVED EQUIVALENT FINISH GRADE. PROPOSED •« PAVED PARKING LOT NATIVE FILL. 6" CRUSHED { BRICK MASONRY J [Lt OR 6" STONE BASE SMALL CAST IRON FRAME & COVER (H20). 3000 PSI CONCRE 6" CRUSHED 3/4" - 1.5 INCH WASHED, 3/8" CRUSHED STONE SET ON 2 GRADING RINGS & MORTAR BED I SECTION VIEW 6" STONE BASE / / OR 2 COURSES BRICK AND MORTAR. NOTES: CRUSHED, ANGULAR STONE GRANULAR WELL-GRADED OR SCREENED GRAVEL PLACE CONCRETE COLLAR AROUND 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. SECTION VIEW SOIL. 95% COMPACTION 6 THICKNESS MIN. STRUCTURE. 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. 0.12 SQ. NOTES: FILTER FABRIC 7 OZ/SY BELOW GRADING RINGS IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. NON-WOVEN, WRAP 96" INSPECTION PORT WITH SCREW-IN CAP INFIL. FIELD COMPLETELY SC-740 CHAMBER 3,000 PSI CONCRETE 3. H-20 DESIGN LOADING. 2. REINFORCED STEEL SHALL CONFORM TO LATEST ASTM A185 SPEC. (0.12 SQ. MAX. LOAM & SEED 4. LEBARON LA-246 FRAME & SOLID COVER (MARKED DRAIN) OR APPROVED IN-/LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. V60 CHAMBERS PROPOSED EQUIVALENT. 3. H-20 DESIGN LOADING. (5 UNITS WIDE, 12 LONG) 5. SHEA PRECAST OR APPROVED EQUIVALENT. 4. LEBARON LF-248-2 THREE FLANGE OR APPROVED EQUIVALENT. L 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. 5. SHEA PRECAST OR APPROVED EQUIVALENT. T"'-= 6. TONGUE & GROOVE JOINTS SEALED WITH BUTYL RESIN. BUTYL RESIN. -I l= : _ : i° : ` : t = :.- .: " ; 7. FOUNDATION SUPPORT PER GEOTECHNICAL ENGINEER. , . - 18 " 7. FOUNDATION SUPPORT PER GEOTECHNICAL ENGINEER. I I=I ' ; :` :_ ,; ` _ 4 PVC RISER - 8. DMH 5 8 9 & 10 TO BE 5'0 PRECAST MANHOLES. =III MIN. _ ' 1 g" 96" 1 6/20/12 REVISE INFILTRATION FIELD TO ' I-1 6" Miin. _ SC-740 CHAMBERS. •-' - MIN. MAX. ADD . •-,. TYPICAL MULTIPLE INLET PLAN PRECAST DRAIN MANHOLE 4 PRECAST CATCH BASIN VIEW TO STORMCEPTOR DETAIL 30„ _III REVISE PRECAST DRAIN r - MANHOLE AND YARD DRAIN f N . T. S. •III=1 � 6" Min. DETAIL N. T. S. I=III =I I(-) = - - - - - _ _ _ INSPECTION PORT TO BE - - _ _ _ =1►I=1 T 1=I i I-I I I I III I I I I 1=1 11=1 11= I- ATTACHED THROUGH No Date Description I I� II I-III-I I-I II I I- IKNOCK-OUT LOCATED BTM OF SC-740 5" SC--310 CHAMBER AT CENTER OF CHAMBER Revisions BTM OF FIELD 49"t ELEV. 13.0 51" 12" MIIN. TYP. FILTER FABRIC 7 OZ/SY ELEV. 12.5 , NON-WOVEN, WRAP INFIL. , ESHWT 8.4 FIELD COMPLETELY Ri er . . Ri er Concrete Pipe Division Concrete Pipe Division INFILTRATION FIELD INSPECTION PORT DETAIL � MATERIALS" MATERIALS' TYPICAL CROSS SECTION N.T.S. �q STORMTECH SC-740 CHAMBER SYSTEM � STC 450i Precast Concrete Stormceptor STC 900 Precast Concrete Stormc�e for N.T.S. � ROBERT . s� CD GRIFFIN (450 U.S. Gallon Capacity) U.S. Gallon Ca acit 1)�R361OPOSED FIELD DIMENSIONS 25'x90'. w 86(900 Capacity) MANUFACTURED BY SMRMTECH OF 20 BEAVER ROAD, SUITE 104, Frame and Cover (No Grate) Stormceptor 32„� 24"0 Outlet WETHERSFIELD, CT 06109 USA 888-892-2694 ? , Frame and Cover p 5" �• � Grade Adjusters To 6 0 0!rifice P Suit Finished Grade Grade Adjusters to Plate �� � Suit Finished Gra " < 24 DRAINTECH POLYOLEFIN a. .. $„ 6"0 Oil • n Port ° " 12"0 ATRIUM GRATE 4„0 PLACE 3" THICK LAYER r[I e I Min.15" High Varies To A 72"0 a Inlet Outlet " Match Grade OF 1 STONE ® GRATE. Engineering 4;/ 4" Cap MIN. 18 ALL AROUND. SLOPE TO DRAIN Stormceptor Group, LLC • Insert Stormcept& COMPACTED Insert Outlet Weir EARTH P.O Box 7061 4"0 Oil Port 100 Cummings Center, Suite 224G * Inlet Inlet Weir Access o enin 6"0 Oil _I I I 1-� Beverly, MA 01915 Outlet See Note opening 4"0 Outlet 6"0 (See note #2) Port I 1 " 1 Riser Pipe a Orifice - Plan View -III- ' 18" Plate I-+ -I I(=1 I I Tel. 978-927-5111 =1 1=III-I I-I I= -III=I = =I II=I 11= 6"0 Oil _ o o f _ _ Fax. 978-927-5103 Weir Port -1 1 I-I 1=�=1 1= (=1 I-III-_ 11- 12"0 CORRUGATED A 4 DEPTH, -11I=1I1=1I1=1I1=1 I1=1 =1 I-III-III-I1 - HDPE RISER Drop Tee " AS REQ D I_=I_LI-III-III-I I I-I1- 6 ' Inlet Pipe 24"� Drop 24"0 Outlet I I 1=1 I I=III=I 11=1 I FE L12-0 Inlet " M n. * Inlet outlet p Pipe =1I- MRM PROJECT 4 0 Outlet Outlet rip ' MANAGEMENT, LLC Down Pipe Riser Pip (Removable) I I II I, 1111=III-1 48"0 *If Require 8" - , 09M -III-III- o SALEM, MA d _ x 12"0 CORRUGATED Section Thru Chamber " HDPE 90' ELBOW W/ 12"0 HDPE PIPE • • •• _n 8" Insert Tee Here 6 0 Orifice Access openingGASKETED ENDS MIN. 2% SLOPE (Tee Opening to Face Side Wall) Plate (See note 12) Section Thru Chamber Plan View COMPACTED CRUSHED - Multiple Inlets STONE BASE DETAILS II Notes: Notes: ' 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. a 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 2. The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port. YARD DRAIN #1 &2 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, s #5498331, #5725760, #5753115, #5849181, #6068765, #6371690. #5498331, #5725760, #5753115, #5849181, #6068765, #6371690. N.T.S. SQ91% 1"=40' NOTES: 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. 1) THE BASIS FOR THIS DRAWING IS DRAWING STD-1110A PREPARED Job No•: 700 Rinker 0271 1 Rinker 028 BY ADVANCED DRAINAGE SYSTEMS, INC. C- 7 Fie Name: P/P/s/h-b E D_9k 12/20/11 _ INLET D A B INLET D A B 4 3'-6"0 3-0 29-6- 8 5-0 0 67-0- 5-0 f w r w f w w w f w 5' 3'-6"0 5'-0" 4'-0" 5'-6"x 5'-6" 4'-6" 4'-0" NOTES: ... :; a .. : • a -• -:: /////�\� „ - s+-. • -4.s•• -••A 1 "• •• :•--• :- • t• : •e: •:. „" 8 11/16 3'-6"x S-6" 4'-0" 3'-0" . w 4•r-0- 3'-6" 1) THE BASIS FOR THIS DRAWING IS DRAWING STD-1001 ' A. 24 ®® �- ECONODRAIN s o _ . :4 PREPARED BY ADVANCED DRAINAGE SYSTEMS, INC. 0000000000 0000000000 0000000000 0000000000 ®®®�®® SERIES #s rr 4'x 4! 3'-8" 3'-0" s'- 3'-0" 2'-6" r r r w r w r w r w o e e e ®®�®® TRENCH SYSTEM 6 4—0 x 4—0 3'-0- 2—s 6'-6"0 3—6 3—0 BUILDING 0000000000 0000000000 0000000000 0000000000 ® ® CLAMPING - - w w ®® 4-6 6'-6"x 6-6 3-0 2-6 FACE - ,._ „•: . - =a.•. •,,� -j : •. ®®® BOLT 3-0 2-s . .. ,.a:•.: :•: " _ •a. .rJ 6 4-0 0 5-0 4!-6" 10 5•_6.0 r • 4'-0"x V—O" 4'-0" 3'-6" 7'-6" 6—6 . STANDARD , r DOWNSPOUT — — �• 4'-6"0 4'-0" 3'—s" 6'-0"x 6'-0" 5'-6" 4'-6" PLAN VIEW H-20 CAST IRON GRATE I VARIES V-6"x V-6' 3'-6w 3'—Ow 6'-0'0 6'-6" 5'-6" ' _ #EG08241 CIA I I I -I 5-0 0 3-6 3-0 31% OPEN AREA Imo= - '••. . w . . . w , » • r " NYLOPLAST CLEANOUT FRAME & GRATE �_ (FLOW=196 EPS FORM 06 30.2 SQ. INCHES PER LINEAR FOOT = — 5-o x 5—0 3-0 2-s" s'-s x s-s" 5-0 4'-0" . „ GPM EXPANSION •- • `` END CAP ADJUST DOWNSPOUT ADAPTER 24 -0 ) CONTRACTION II=I INLET PIPE TO BE SIZED BY „ r GRADEINSERTED IN RISER I _ I h I T N z PLUMBING CONTRACTORS r ,� FINISHED PIPE � SLOPED NOTES: DRAIN BOTTOM I FOR INLETS LARGER THAN 10' THE GRADE 6" BUILT-IN SLOPE (0.50%) _ 7-1" 0.5% TO OUTLET to DESIGN AND DIMENSIONS WILL BE 4" ROOF VENTS INJECTION `" — DETERMINED FOR EACH PARTICULAR ,. .:. , CASE '. : �,r .. '+ - '•: ..: =.. :. . PRE—CAST SEPARATORS ARE TO AVE MOLDED '- `'` ' '• ECONODRAIN INSTALLATION DETAIL H ALL SPECIFIED HOLES EITHER TO HAVE WT 45' BEND SIDE SECTION VIEW PAIVEMENT BORED OR CAST IN PLACE. y INJECTION INJECTION MOLDED WT D WT - = 45' WYE MOLD 90EBEND ��=: � TRENCH DRAIN SYSTEM a. . EXTRA HEAVY C.I. IINLET %. � —� . •':: : N.T.S. (I� _ NOTES: FROM WASH STANID OR X , 1) CONCRETE: 4,000 PSI MIN. AFTER :28 DAYS. FLOOR mRAIN i•. i. 1/8-LONG 2) ALL REINFORCEMENT PER ASTM C1:227-93. Q _ BEND C.I. C.I. TEE GASKETED 6" CHDPE PIPE (TYP) CONNECTION MIN. 1% SLOPE '�: 3) TRENCH DRAINS SHALL BE ECONODRAIN TRENCH DRAIN SERIES #6 OR APPROVED EQUAL. —� N •; 4) BAR GRATE COVER PROVIDED BY E(CONODRAIN TRENCH DRAIN SYSTEM OR APPROVED EQUAL. A oo WATER = LINE 5) SECURE THE TRENCH DRAIN STRUCTURES to prevent floating during concrete placement. r• ROOF LEADER - 3 CLEANOUT DETAIL ' 4 OUTLET TO N.T.S. SANITARY SEWER ALL INLET TRAPS TI.O BE ' PROVIDED IN ACCORDANCE .- . WITH 248 CMR 20(0 WITH HEAVY C.I. PIPE ri , .4I MIN. ALUMINUM OR PLASTIC COATED 8"POURED IN PLACE CONCRETE; WROUGHT IRON STEPS CAN BE 8'SOLID CONCRETE BLOCKS WITH USED. $" a „ FULL MORTARED JOINTS,HORZ. AND VERT., PLASTERED INSIDE AND OUTSIDE. PROPOSED PROPOSED PROPOSED PROPOSED • A.j WROUGHT IRON STEPS SHALLOW LANDSCAPING SHALLOW LANDSCAPING SWALE. MIN. SWALE. MIN. : _ PORTLAND CEMENT MORTAR USED SHALL CONSIST OF 1 PART CEMENT, 3„ DEEP 2 0► 3„ DEEP 2 0' / a 2 PARTS SAND. I 6” TH. 4.O'± 6” TH. 4.0'f " , a: - MIN. 6 TH. LOAM & SEED :-« ;. _ % : .= n: •: = CEMENT BRICK,HOLLOW CONCRETE, OR RIP RAP 7rRIP RAP / ALL DISTURBED SLOPE. CINDER BLOCK MASONRY MUST NOT BE (D50=4 ) / (D50=4 ) CONTRACTOR TO PROVIDE (GENERAL CONSTRUCTION NOTES USED. MIN. 6" TH. LOAM & SEED / ALL DISTURBED SLOPE. BIODEGRADEABLE EROSION / j g CONTRACTOR TO PROVIDE / CONTROL BLANKETS BASIIN TO BE LOCATED OUTSIDE OF BUILDING ALL OIL AND GASOLINE MUST BE REMOVED BEFORE 12" TH. CLEAN : 24 T / BIODEGRADEABLE EROSION 12" TH. CLEAN :24 T i RETAINED SOIL / MERE POSSIBLE,COVER TO HAVE A CENTER HOLE. CLEANING OUT THE BASIN, AND MUST NOT BE I GRANULAR FILL _ ` / CONTROL BLANKETS GRANULAR FILL J DISCHARGED INTO THE SEWER THROUGH OTHER FIXTURES. ,,-'IJ ------------------ / A TIGHT COVER MUST BE USED IF BASIN / 4 --I _---_----_---_- ---- F CHDPE UNDERDRAIN ©GATED INSIDE of BUILDING. SPECIFICATIONS FOR COVERING SPECIAL CASES OR 2 9/10/12 REVISE RETAINING WALL DETAIL. x - 24 M J -' / ISL CONDITIONS, SHALL BE APPROVED BY THE LOCAL 40 MIL. PVC / 4" PERF. CHDPE UNDERDRAIN 40 MIL. PVC �__ 4" PER OPENING SHALL BE NOT LESS THAN 24" DIA. AUTHORITIES, AND THE AUTHORITIES OF THE M.W.R.A. ADD LOW PERMEABLE SOIL TO LINER. SOLVENT SLOPED TO DAYLIGHT. WRAP SLOPED TO DAYLIGHT. WRAP 24 M � LINER. SOLVENT � REINFORCED SOCL 1 6/20/12 RETAINING WALL DETAIL � WELD JOINTS : RETAINED SOIL / W/ MIN. 1 CF/FT OF WELD JOINTS 4 M W/ MIN. 1 CF/FT OF THE CATCH BASIN SHALL BE SO LOCATED AND WROUGHT IRON STEPS SHALL BE SPACED ABOUT 18" WALL CRUSHED STONE & 8 OZ/SY WALL '- _ -- -- ----' CRUSHED STONE & 8 OZ SY CONSTRUCTED THAT SURFACE WATER SHALL BE EXCLUDED. APART. No Date Description HEIGHT 39 M � / FILTER FABRIC. HEIGHT =24 M �-12 DRAINAGE ZONE FI TER FABRIC. / / (3/4" CRUSHEDi STONE) INLETf PIPE SHALL BE AT LEAST FOUR BOTH VENTS SHALL BE EXTENED INDEPENDENTLY 18" r VARIES = VARIES = --�------------------------ / - INCHIES ABOVE NORMAL WATER UNE. ABOVE THE ROOF, OR AS APPROVED BY THE LOCAL Revisions (MAX. 12') 39 M / 12" DRAINAGE ZONE 18': / AUTHORITIES, 3.6• �� / (3/4 CRUSHED (MAX. ) 3.6' 24 M WHERE SUBJECT TO FROST OR CRUSHING CONDITIONS, AND THE AUTHORITIES OF THE M.W.R.A. / STONE) --r----------------------- / OUTLET SHALL BE AT LEAST THREE FEET BELOW THE (Outlet pipe to be 45 degree angle) 45 M / :24M / SURFACE. / GEOGRID DEPTH' -I APPROXIMATE LIMITS ----------------------- THE NEW CATCH BASIN MUST BE FILLED WITH CLEAN WATER BEFORE USING, AND AFTER BEING EMPTIED FOR = 45 M � / OF EXCAVATION '24 M I e / PERIODIC CLEANING. so M � // --'----------------------- / MDC TRAP ROBERT v 60 B ---- N.T.S. GfZ FFIN / DRAIN TILE 24 B _ �� civil / (4" MIN) rr EMBED. DRAIN TLE s ,e.`` , #sssas �� VARIES EMBED. (4" MIN,) • VARIES GRAVITY WALL GEOGRID WALL NOTES: CRUSHED STONE CRUSHED STONE N.T.S. 1) TYPICAL SECTION SHOWN FOR PLANNING BOARD PERMITTING ONLY. LEVELING PAD N.T.S. LEVELING PAD DETAILED DESIGN PLANS REQUIRED PRIOR TO CONSTRUCTION. (MIN. 12" THICK) (MIN. 12" THICK) 2) RECON SERIES 50 RETAINING WALL BY SHEA CONCRETE SPECIFIED. RETAINING WALL OWNER/LANDSCAPE ARCHITECT TO SPECIFY TEXTURE. TYPICAL SECTION 3) MINIMUM 10% WALL EMBEDMENT OR 6% WHICHEVER IS GREATER. _ N.T.S. 4) DRAIN TILE TO DAYLIGHT (OR YARD DRAIN) AT LOW POINTS, ENDS, AND 5 X "D" fin MIN. 50' O.C. 5) UNDERDRAIN TO DAYLIGHT (OR YARD DRAIN) AT LOW POINTS & ENDS I Engineering aGroup, LLC 2"x 2" HARDWOOD POST EROSION CONTROL FABRICP.O Box 7061 MIN. LENGTH OF 4' (MIRAFI NO. 100 OR EQUAL). O j—j O 100 Cummings Center, Suite 224G AT 6' MAX. O.C. STAPLE TO POST AT 6" O.C. �--� Beverly, MA 01915 VERTICALLY. PROPOSEDCHINK VOIDS AND OUTFALL Tel: 978-927-5111 GROUT AROUND Fax., 978-927-5103 PROPOSED OUTFALL PIPE OUTFALL Q O 2"X 2% 30" 991)" MRM PROJECT 2.5 MIN 28„ HARDWOOD STAKES DIA. PER PLAN o o �, 0 5 xMANAGEMENT, LLC DREACH HAYBALE. , , DIA. PER SALEM M A IVE 6" TO 12" IN � �i�® ' ' '� -. PLAN GROUND. 5 Min. /,I A, litA7N ,` , �� :1: � - \ III ` , > > I ' 6"f SLOPE _ -------- 62%, MIN. EXTEND OUTFALL FLUSH W/ EXIST. 0 1 � a 1.5' Min. EXCAVATE SHALLOW I ( , , I 1 I t = 1.5 X Dso BLOCK WALL ` �/ `-_✓� TRENCH BY HAND & ( I I� DESIGN ROCK 1 o RIPRAP o 0 o MATCH EXISTING DETAILS Ill BACK FILL AFTER y l� STREAM BED 2" INSTALLING FABRIC BUTT GRADES a - TIGHTLY TOGETHER SILT FENCE HAYBALE 5 X "D" D50 SIZE - PLAN VIEW RIP RAP=9" SG9.1t; 1w=40' I EROSION CONTROL SECTION VIEW Job No, 7100 N.T.S. OUTFALL DETAIL C- 8 N.T.S. Fie Name P7p7s�_b . E .o D�& 12/20/11 E 24 CONSTRUCTION SEQUENCE: 1) INSTALL EROSION CONTROL DEVICES ALONG TOP OF BANK AND LIMIT OF = ..••• • ....................... •••---••---------------------......•---••---•--•--......... .....................................-•---------•--........ --••--.................--•-----•--••---.................. : = MAINTAIN THROUGHOUT CONSTRUCTION AND ADJUST DAILY AS 22........................................... ........................................... ... WORK MA .. -•----•-•-••-•-•--- ----•.............................................................. REQUIRED. 2) DECOMMISSION EXISTING SEWER PUMP STATION. REMOVE SEWER UTILITIES ................... ......................... ....•••--•.....................:.........-•-•--•--.............---..........._....--•--•--•=--.........-•-•---•--........_....----•-------•--------•---=-----------•-------------•-•••-•.......------......---.....: FROM EXISTING BRIDGE. I 20-----•••--------•-•------------------- ------------ .............._...... - RIDG • - - - - ......- --- - EXIST( B 3) REMOVE NG E SUPERSTRUCTURE AND ABUTMENTS AND DISPOSE DECORATIVE: OFF-SITE. LIGHT POSTS 18 ...................................... ........................._.......... .....................:----------------•----_... ...............................:...........................................................:...........................................................:------•.........----•-•---------•-----•-•--....-•--....----'•-----.........---• ....---•---•----•.........-------•-•. ...............---•---------- 4 STABILIZE _ ) EMBANKMENT WITH RIP RAP - 5) INSTALL TEMPORARY SHEET PILING COFFERDAMS AT PROPOSED ABUTMENTS. - _ 6) STABILIZE EXPOSED BANK AND BASE OF WALL WITH RIP RAP SCOUR .........•---••---•-----------------------•--.............. ..................................... ---------............ ......................... -••--........................--=---....................-----•.......--••••------.....-•-•--=----•----.......--•................-•---•-----------•------=------.........----------•-•--•-........---•-.............. .--•---•....... ..---------------------.......-- ..........--•---........ 16 - PROTECTION. S.E.S.D. SEWER EASEMENT 42" HIGH GUARD 7) EXCAVATE TO PROPOSED FOOTING GRADE. ESTABLISH DEWATERING SYSTEM. 14 1 SUPPORTS.8) INSTALL FOOTING PILINGS � .................................................•-••---------- -- ------- - ------- -------•-••- r' 9) FORM & POUR PILE CAP. , 10) FORM & POUR ABUTMENT WALLS. t = I 11) REMOVE SHEET PILING AND FINISH INSTALLING RIP RAP. 12 ........................................................... �. _ ---------------------....... _..---------------------- , I INiSH 12) INSTALL PROPOSED STEEL 1-BEAM BRIDGE GIRDERS. loo YR 10.8 FLOOD GRADE _ - 13) FORM AND POUR CONCRETE BRIDGE DECK. 10 --------------------------------------•--------..--.----... ...................................... Ila = _ u............................ W PRASE-1&2-ONLY........................ 14) CONSTRUCT BRIDGE CURBING, SIDEWALK & GUARDS. - - FLooD ELEv. s.1s 15) INSTALL ELECTRICAL CONDUITS AND BRIDGE LIGHTING. ELEV 16) FINE GRADE APPROACH RAMPS AND INSTALL BINDER COURSE. 8 ............................ ----------.................... ............... ................ .-- ................................. ----- --- ..oF-EXIST........... ••...... -50__YR--Ftp---------.................. ------........... ..-- ..... ..----•-•--.............. LK. 17) BOTTOM OF COMPOSITE 4" TN. BRIDGE I-BEAMS O W/ PHASE 3 WIDENING BOTTOM OF / �_ExiSTING 18) LOAM APPROACH CURBING AND SIDEWALK. EXISTING AND SEED ALL DISTURBED AREAS. GRADE ELEV. 7.1 ELEV. 7.09 STEEL I -BEAM GRADE " STEEL I-BEAM f SEE NOTE 4, _ -- ---....---•-•GONG:--DECK.&--.•4---••................................................................ .... .. .. ................:....................................................... ELEY...$.65 ....... 19) INSTALL FINISH PAVEMENT COURSE. 6 •- •. STA THIS SHEET = ELEV. 7.651 : DEEP STEEL I-BEAM M w E 5.0 ARMOR PROPOSED 20) REMOVE EROSION CONTROLS AFTER ALL DISTURBED AREAS ARE STABLE. ARMOR PROPOSED REMOVE SIDESLOPES ALONG s SIDESLOPES ALONG PROP. FINISH = PROP'. FINISH = ............EX1S71.NG ........SOIL.-A-S .............. . ....WIN.GWALLS...&-BASE................. 4 .............. --- ------------------.-.--------- ..... WINGWALLS--&--$ASE--- -- ------------- DIVER- MOM-------------------------- RIVER BED RIVER�•IB•OTMiM.. NECESSARY : OF ABUTMENT WITH OF ABUTMENT:WITH 10% SLOPE 10t SLOPE (APPROX.) RIP RAP (D5D=9") n RIP RAP (D5Q=9") NOTES: 2 - -- --------------------------------- -- ------------------- .......... ................................................. 1) 50-YEAR FLOOD ELEVATIONS FROM METCALF & EDDY, JULY 18, 2008 LETTER S.E.S.D. : 38.0 CLEAR SPAN := CONCRETE : ENTITLED "SUPPLEMENTAL SUBMITTAL TO ENVIRONMENTAL NOTIFICATION FORM (ENF) .........7.8"..R..C. :......................... - ---------=-------.. .......---•-------=-•-------...--------.......................•-•-- -N-GTE.-EXIST.---BRID•G.E---IS.. _ . '- - i--...----........------------................. = " 29.(1 ABUTMENT:: 0 FOR FLOOD MITIGATION FACILITIES FOR THE PEABODY AREA". REPORT INDICATES INTERCEPTING : : ; :: = (�) 06 "MOTH ORM" WAS CONCRETE : THAT THE 20 ERS _DAY ST S A 50-YEAR STORM,:EVENT. SEWER FOOTING OR : 2) BRIDGE (DESIGN IS CONCEPTUAL AND SUBJECT TO FINAL STRUCTURAL, _2 ... .. .............••--•--•-_.. .. ...................:........................................_...._..........--- ......... -----......-•----- ----.......---.............------•-•--.........-•--••----•- ------......-•----............-•-•--....................... ----................................••... .. ...........---_.... ......................... GEOTECHNICAL AND HYDRAULIC EVALUATION. PILE CAP (TBD) : 3) BRIDGE 'DESIGN TO IMPROVE HYDRAULIC CONSTRICTION CREATED BY EXISTING BRIDGE CROSSING THE NORTH RIVER. -4 4) CONTRACTOR TO NOT OPERATE HEAVY EQUIPMENT ON TOP OF PIPE DURING CONSTRUCTION I BRIDGE CROSS- SECTION 5) BRIDGE AND ROADWAY TO BE DESIGNED FOR MINIMUM H-20 LOADING. F SCALE: 1"=4' yf 9 F E ,�--- 5'-0"f O.C. (TYP) -�' RAILINGG EN POST CAP A ' ADA COMPLAINT ADA COMPLAINT 4x4 POST HAND RAILS HAND RAILS W/ RAIUNGS 3 11/6/12 ADD NOTES 4&5 PER S.E.S.D. 2 10/1/12 ADD PEDESTRIAN BRIDGE 5'-0" DETAILS. WIDEN BRIDGE. ADD I If 11 If1 6/20/12 CONSTRUCTION SEQUENCE PLAN CONCRETE 1' TM' TREX LANDING & ADA CONCRETE DECKING IVO Date Description COMPLIANT RAMP o 0 0 0 0 0 0 0 ° ANGLE IRON 4x4 WOOD COMPUANT RAMP LANDING & ADA EL 11.5 0 CONNECTION ° 0 0 0 o POSTE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° _ ° Revisions 0 0 0 ° _ •' O Lj a CAST-IN-PLACE - ' CONCRETE ABUTMENT BOTTOM OF BRIDGE 18" DEEP PRESSURE 1" TH. TREX CAST-IN-PLACE ~ • GIRDERS = EL 10.8 TREATED GLULAM DECKING 100-YEAR FLOOD 18' DEEP PT CONCRETE ABUTMENT a ''a GLULAM (TYP) 2x FRAMING EL 11.5 ELEVATION 10.8 BTM. EL 10.8 EXISTING GRADE •a • .� • � \ � •• (LENGTH = 35 FEET) a• COMPACTED EXISTING GRADE STRUCTURAL EXISTING COMPACTED STRUCTURAL BRIDGE SECTION o= FILL GRANITE FILL SCALE ROQERT [�N ~ .r BLOCK WALL TOP IT 9.6 BRIDGE ELEVATION :. .4• OIIFFINrn • a: '_:. ' - o - CIVIL . SCALE: 1/2'=1'-0' - Q, X35686 4' •. - � d - - .i. a V MHW EL 5.0 CONCRETE -.> FOOTING PEDESTRIAN BRIDGE FOOTING & WALLUFOOLING & WALLrif 1_7 d.QIF: C 17, PLAN NOT FOR CONSTRUCTION. FOR PERMITTING ONLY. ( LnC��nae��ng DETAILED FRAMING PLANS REQUIRED FOR CONSTRUCTION. Group, LLC P.O Box 7061 100 Cummings Center, Suite 224G PEDESTRIAN BRIDGE PARKING Beverly, MA 01915 W/ GUARDS NORTH LOT 7 DECK EL. 11.5 RIVER 1/ TeL 978-927-5111 N. CANAL 24.0' 7.0' 2.8' 5.0' CONCRETE LANDING Fax: 978-927-5103 (MAX. 2% SLOPE) CONCRETE CONCRETE 22,f EL 9.5 STEPS MRM PROJECT ABUTMENT CONCRETE LANDING EXISTING GRANITE EXISTING GRANITE ZC(ONCRETE LANDING 290 SLOPE MANAGEMENT LLC BLOCK WALL EL 9.6f BLOCK WALL EL 9.6t 5,-O" RAMPR UP ADA COMPLIANT MAX. 2% SLOPE) '(MAX.EL 9.5 ) SALEM, M A ") HAND RAILS (TYP) EL 11.5 0 Z CONCRETE LANDING CONCRETE (MAX. 2% SLOPE) CONCRETE LANDING RAMP UP 5.0' EL 10.0 (MAX. 2% SLOPE) (1"/12") ADA COMPLIANT EL 11.5 HAND RAILS (TYP) BLOCIKnWALL EL GRANITE 9.6f 2.1'f 0.3' CONCRETE ABUTMENT DETAILS IV Y c CONCRETE CONCRETE LANDING - STEPS (MAX. 2% SLOPE) EL 91.75 5.0' 1.8' 7.0' 21.0' Pl- 5.0' BIKE BIKE PEDESTRIAN BRIDGE PEDESTRIAN BRIDGE NORTH S� 10_4o' PATH? PEDESTRIAN BRIDGE PAT" CK GUARDS RIVER NORTHERLY APPROACH DECK EL. 11.5 CANAL ,bb No.: 700 SOUTHERLY APPROACH SCALE: 1"=4' SCALE: 1"=4' Fie o p/p/sA b - Q� 12/20/11 u S' , MON 1 MAP 16 LOT 377 � N/F MAP 16 LOT 238 N/F STONE RETAINING 23 R HF WALLS WITH SIGN HARMONY GROVE \ ' 23 HBP LAM PO CORP50 GROVE STREET REAL EST, LLC r 4 lLAND COURT PLAN 3.3813A � � i - 35 HBP / • 35 HFR ;. NORTH RIVER CANAL TIDX-, Cr N AL � 6 CK WITH 6 HE 4 \ i 25 HE 6 HPG AT EACH TSEE 25 HPG M RIPRAP AREAS 2 0 is • 4 PA li RBN 1 VT - �11>1 6 VT 1 TO i LAWN 3 PO 3 MSV 3TO I Po _ ------ -� AUTHORITY 6 LOT 3783 40 AEV �1- — 5 HE5 1 POG 10 AM R.R. TRACKS PO N F Y , POA TRANSPORTA TION 1 )NY/ NY GROVE ��- — 25 AEV ;. 20 HFR 10 AM a WESBA 10 5J5 81459 10 AM — r 151 ui!6 CH - ^ SNOW STORAGE \ o z- 3OR -- 5 PN 10 HPG P �• r R R. TRACKS 6 TO �� 3 MSV IBM \ Lu TS i0' WIDE PATH '� ET 1 85 HFR EXIST.30" HONIAY LINDENOODIA \ \ a C I-I U S LOCUST TO REMAIN � o ; - EXISTINGREMAIN (TYP.2 d v 20 HBP 11 AM 13 26 AM OFFICE 25 HI'G LOCATIONS) \ \ z 5 VT 1 POC SNOW STORAGE 5 PN 31 AEV r 35 SP SNOW STORAGE 5 S I 1 PO 1 POA 4 GT 13 HPG 3 PO BUILDING z - N _ 11 l BN 3 HGE 1 MV 3 AL 6 M5V -1 VT 'i HGE IAL 2 HE5 \ zp O 3 HPG iP.� R4 '� 3 Si 13 EG 8 SJS a HE 2 CK i TO 3 PO 56 HFR Q i ( 15J8: 8 HPCs 6 HE 3 AI- 3 PN I f 5JS 1 TO 5 Sig ; ® 3 PN /~� �- 6 HPGMsv \ > ? OJ o m I. 1 TO 13 SJS , RA IRA 3 GT ~ _� 6 HE 3 SJS 3 EG B1=NCH.TYP. 4 HE \, w_ W_ w_ 0 1 EXISTING 2d DIA. p z a >- I 4 MSI% 4 BSG 4 LFG 8 LPG 10 LFC -6 HPG 2 G 12 AM 6 Msv -. > i d M5v 12 LPC 2 RA I 1 70 3 LPCR5N PROPOSED BUILDING #1 23 HOA 21 AEV IAL LINDEN TREE TO a_ w w O W w p 5 RBN 13 EC 2 CI-1 r _R)=MAIN n, � � F-- w W 3 HES SNOW 1 PO 13 CH 21 HE 4 AL ¢ F- I- W - 21HPG 6MSV 15MSv 'Ell ! w w U w w � o 5 TO I.TO 1 SJ5 12 CN 6 N W/ GARAGE UNDER 1 MV STORAGE 3 RBN 1 PO 1poc12 LFC -� (4'7-UNITS . 10 LFG 1 POC 1 POA 7 CH !1 CH -_ 6 HPG 3 FN 13 EC 10 HES _ 5J5. . 3..PN.. t POA 1 POA i RA i RA 4 IRBN 3 PN 40 AEv ._. 6 HE --� 3 GT -� 26 NBP -- =f f! u- U () U o Y SNOW STORAGE 3 ON GRG-13.0 a LFC I RBN pROpOSED ��� U Fn - I3 HBP BUILDING 0 w w w LIMITS OF 3 Po I . 1 VT 2 1 N FF=23.0 3 HES I POB W/ GARA #2 ICH _ ` r� r l w w 0 w CLEARING RETAINING SNOW STORAGE 4 HES• i RBN 6 HGE •6 HSE 1 IRBN i-RBtN 3 LFG GE UNDER 3 RBN 5 RBN �� -� -�, 0 *\ l o 0 0 o ° W o s 15N WALL,?YP. ! 3'NES 1 85G 6 HPG 6 HPG 15 B5G 1 HE5 10 BSG 2 h1v (47-UN1rS)1 3 CK 1 PIN !i CH N 26 HFR W w W p p w o Z) z r 5 R8N 4 PP D' I RBN 3 HE5 1 RBN 1 3 RBN 1 12 LPC 11 GH R\ 10 WIDE PATH > > > > W Q z W i 15 SP 4 PO i5 RBN „ o 6 HGE 6 HGE 1 RBN 1 R.4 -.� ~ r- w i ud 3 PN 50 RR I PN " 6 HPG 6 HPG a LFC 23 HSG pROp 5 RBN 30 HFR X x Q Q w � � I 35 HFR . 1 GT 3 GT LAWN a c I RBN 13 BSG 3 POC HES I FSM W/GAD 8U1LDING #3 3 GT +'f� L 30 HBP 391 VT 55 HE/ t0 LFG RAGE UNDER 361 } p F- „�/ 5 PA ,, ... 3 GT HGE S� 4 TO �. r � m 1 AF , 3 BN : , HPG/ 3 HES (47-UNIr ER 3 PN LAWN f N N N ,- �_ w -+ 10 B5G 1 1�N cz 0 C) �n � w � _ SNOW STORAGE' 14 LPC 6 HGE 25 CH 0 04 C) N CN C140 0 0 -4 3 PN 5i FN 1'1 SJS &HPG 2 MV 1 RBN 1 TO � � � � Q ,� ¢ j ISI -3 GT 1 RBN .., _ 13 BSG 1 My 6 BSG o 0 16' LOT 217 �- 1 PP 6 RBN 3 PA ! RBN I BN 3 HE5 1 POB o w ° 3 HES `" N/F �� 24 VT 2 RBN LAWN 3 PN 3 PA m I SARKES 16'SP_ 32 RR —20 RBN 1 AL 1 POB HBM z 3 PO 30 SJS i GT 0 0 0 0 C') 0 C7 >' 0 ! i --� — #6 21 RR 14 VT If SP 3 PO 15 LPG 6 3 NES H S 5 RBN 8 HES C o a o 0 0 0 0 i 8 1 PO 6 RA 20 VT 13 SJS 5 MSV 3 BN 6HPCs STORAGE RBN AWN 3 E O m = o MAP 16 LOT 21 I �- --- •-� �... 35 RR 15 SP >? RB I 5N-\ (LAWN) CH LAWN 1 c N/F 111 AP 1 ~� SIL VCR FLORES 6.?'t`t _ — - — t tt sJ5 �\ (SNOW STORAGE - = 0 u- w o 0 w ° , - — �-' MAP 16 LOT 376 0 _. MAP 16 ' MAP 16 — _ ° ° LIMITS OF ~' '� '� \ / � ¢ ~i N/� cLEAR1NCs. LOT 224 LOT 225. 13------ sH SHE i FLORES N/F I # N/F MAP 16 #28 t6 5P 6 vT S AP 5 AF , PP ♦ 4 PA z I' MAP. 16' I CONLEY TUCKER j �. I I Lor 227 (. — — -- — x nom— Q 1 PN 4 AT: . . 9 PP III 4 HE5 3 Y I' I� i LOT _223 i I N/F I . MAP 16 LOT 230 -i-0 — 10 FN I _ _ #? AP 16 N/F I LAWSON N/F " '—'I 3 POA a RBN M .'A&N :REAL DEMEULE �— M{AP 16 LOT 222 :.:.ESTATE..''' .. : ' x ' LIMITS of MAP 16 #2 � a o LOT 220 N/F TRUST �- �- i I MAP 231 I o MAP 1 NOT 232 I°� CLEARING 234 LOT F80 MAP CI) p m v cn 16 z N/F KOHLOFER Q' MAP '16 LOT 229 '� #10 MAP 16 LOT / LOT F I MYERS . I L QI N F PATTISON N/F I l BLANDEN : I 1 / I I / i i :.. 444 I . N/F I ROSS#20 MAP 16 PATTI o w z I I j : -;I• BASH #24 LOT 233 M 6 GGiN o o i #48 I I #14 =#40 38 #36 #30 �i, � KOSrocn#, SPERIDA— 1 0C1 c� u) U 0 n — — _ ^ -- 2"X2"x4' WOOD STAKE �'�" w �u O BEA VER S Tr4 E T 2x2x4' CR055 MEMBER O v Q p J rnrn K m w 18"t V, W uj o N to �- i U) v0 2-21/2 DRYWALL SCREWS, $ ^ pz GRAPHIC SCALE ALE TYP. S Y C3 co N „ 41 !j P TREE Il . 40 0 20 40 80 160 REMOVE ALL LABELS, O $ F- TAGS OR OTHER FOREIGN W � � ALT. TREE STAKING PLAN VIU� MATERIAL FROM LIMBS L AN D 5 C A F E I V O T E J ( IN FEET ) NOT TO SCALE I. PLANT QUANTITIES SHOWN ON PLANT LISTS ARE FOR CONVENIENCE TO THE CONTIIRACTOR ONLY.THE 1 inch = 40 ft. PRUNE OR PiNCH CONTRACTOR 15 RESPONSIBLE FOR ALL PLANT MATERIAL INSTALLATION AS SHOWN ON PLANS. BACK CANDLE LI J GROWTH 1/3, ! 2, SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST EDITION OF f ,11 MAINTAIN FORM, DCS "U.S.A. STANDARD FOR NURSERY STOCK," BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC, . }�� I�i"r I.• i GJ' I" REMOVE ALL LABELS, �1 IU�`� / NOT PRUNE LEADER +- 3. ALL PLANT MATERIAL SHALL BE FREE FROM INSECTS AND DISEASE. TAGS OR OTHER FOREIGN KEY QTY''' BOTANICAL.NAME � :."� � COMMON NAME SIZE MATERIAL FROM LIMBS `l 1 � CINCH TIE TREE (D 4. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH ACCEP'T'ABLE HORTICULTURAL PRACTICES. AEV 198. A5TIL5E JAPONICA 'ELISABETH VAN VETT!' ELISABETH VAN VEEN ASTILBE NO. 2 CONT I 11� ��t`�� �Jj�i� HOSE >_ J THIS 15 TO INCLUDE PROPER;PLANTING MIX,PLANT BED AND TREE FIT PREPARATION, PRUNING, AF 42 ARIES FRASER[ FRASER FIR (01-11 HGT. `Itl���l�}� /! Z STAKING OR GUYING,WRAPPING,SPRAYING,FERTILIZATION, PLANTING AND ADEQUATE MAINTENANCE AL 15 AMELANCHIER CANADENSIS 'LAMARKII' LAMARKI SERVIICEBERRY V-10' CLUMP (LIMB UP) !1 ! II f 1 .--I UNTIL ACCEPTANCE BY THE OWNER. AM 15 ARONIA MELANOCARPA 'AUTUMN MAGIC' AUTUMN MAGIC �CHOKEBERRY 24"-36" �� �`l,1� f rf jI� I� //��� O BN. 14 BETULA NIGRA RIVER BIRCH 12-�14 CLUMP 2x2 WOOD ��f ll� y�//. ~ S• PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF.ONE YEAR BY THE CONTRACTOR AND B5G 95 . BUXUS SEMPERVIRENS X GREEN MOUND GREEN MOUND iBOXWOOD 24"-3011 PRUNE 1/3 FOLLOWING STAB AT ANGLE 1 '```` II I l�tl� ��// DO NOT MULCH z N OLIA 'HUMMING I HUMMING I 5UM E 5WE T �^PLANTING: TOWARDS VAiLING �I��VI II �I� I�l DIRECTLY AGAINST A IOD A THEREAFTER Y THE FROM CH Ia9 CLEfHRA A IP BIRD' B RD M R E 2-3 HGT. 1'RE RE PER OF TIDO YEARS ERE FTER B E OWNER R M DATE OF INSTALLATION. DURING THE ONE YEAR GUARANTEE PERIOD, DEAD PLANT MATERIAL SHALL BE REPLACED AT NO COST-TO THE CK ' 13 " cORNUS.KOUSA •'CHINENSIS' CHINESE DOGWOOD 2-21/2" CAL. WIND i 1 ff lf Ili I�i<ij !� r 11�1��r/ TRUNK Q WWC OWNER. AT THE END OF THE 'ONE YEAR PERIOD,THE CONTRACTOR SHALL OBTAIN FINAL ' EC. .52 ECHINAGEA .'Rum1 C GIANT'. RUBY GIANT CONEFLOWER NO. I ONT JI f = G it 1 f�IUU /� It(,I/� �i 1�� ACCEPTANCE FROM THE OWNER GT .� •24 C•�LEDITSIA 7RtACANTH05•vAR 1NERMiS 'SKYLINE' .. SKYLINE HONEYLoGUST da CAL SLOW RELEASE �frlfr ` �� d" BARK MULCH W j HBP '• 141'' HEMEROCALLIS-'BUTTEtRED.•POPCOIRI'. .,v:: :• BUTTERED POPCORN DAYLILY NO,2 CONT FERTILIZER PACKET /� �.. 6. ALL GRASS, OTHER VEGETATION AND DEBRIS SHALL BE REMOVED FROM ALL PLANTING ;AREAS HE 146 'HOSTA 'E:EG.4NS' ELEGANS HOSTA NO.2 CONt 6-a" DEPTH EARTH SAUCER Q 00 PRIOR TO PLANTING. HES 101 HYDR4NGEr4 1"iACROPHYLL,4.''ENDLE65 SUMMER'. ENDLESS SUMMER HYDRANGEA 24"-30" 4" BARK MULCH 3 PACKETS REQUIRED Q 0 HFR 310 'HEmEROCALLIS. �R4GsR1=NT RETURNS' FRAGRENT RETlURN9 DAYLILY NO. I CONT I FINISH GRADE Co z } 1. EXISTING TREES TO BE PRESERVED WiLL BE PROTECTED DURING CONSTRUCTION AND'SJALL. BE PGE 1m1. •HOSTA"CREAT EXPECTATIONS' • GREAT EXPECTi'ATIONS HOSTA • NO.2 CONT DO NOT MULCH EARTH SAUCER. — _ �" p THE RESFON5151LITY OF THE GENERAL CONTRACTOR _ HOA 23 HEMEROCALLIS 'ON•AND-ON' ON AND ON DA,YLILY NO. I CONT DIRECTLY AGAINST II � l ;._. �`?: ��_ I = EXISTING SOIL zEL Q HPG 211 :. W05TA 'PIEDMONT GOLD' �, PIEDMONT SOLD HOSTA NO.2 CONT. BRANCHES t — IF—_ REMOVE ALL J Q Q ' 8. THE LANDSCAPE CONTRACTOR 15 ADVISED OF THE PRESENCE OF THE CiNDERGRoUND UtILIVES AMC) LFC 126.. `-:LEUCOTHOE FONT.ANESANA COMPACTA COMPACT LeucoTNo1= No.3 CONT FINISH GRADE _ �.:; :. ,. METAL OR ROPE z SHALL VERIFY THE EXISTENCE AND LOCATION OF SAME BEFORE COMMENCING AND DIGGING MSv Be "MISCANTHUS:SINIENSIS' COSMOPOLITAN SILVER GRASS NO. CONT r I I I — _ T— +�' 'L —I I I BINDINGS 4 WRAP 0- Y ' OPERATIONS.THE LANDSCAPE CONTRACTOR SHALL REPLACE OR REPAIR UTILITIES, PAVING, MV 9 MAGNOLIA VIRGINiAN4 SWEETBAY MAGNOLIA a-10 HGT -Ij I I_—I I =III—I EXISTING SOIL ALT,TREE STAKING: I� I I — — - FROM TOP 1/3 WALKS, CURBING, ETC.DAMAGED IN PEIFORMANCE OF THIS JOB AT NO ADDITIONAL COST TO THE PA i9 PRUNUS ACCOLADE.' ; '_ ACCOLADE CHI=RRY 2"-2te2" CAL. I I-111--III n �� I—_ T I OF ROOT BALL W Q iu W w OWNER ; PN 12 PINUS:NIGRA AUSTRIAN PINE a'-i0' HGT. --I(FII I _—_ I F RO tOVE ALL METAL OR D W - I �I I — — � _ _ n Q" � >O � w Z ' Po 34' P(GEA OMORiKA SERBIAN SPRUCE 6 -1 HGT =1 I I I i— — — — I i=III- ROPE BINDINGS 4 WRAP DRYWALL SCREWS �� 12 MIN.WITH I- 9. ALL SHRUB BEDS SHALL BE MULCHED WITH 3 GLEAN SHREDDED DARK BROWN BA MULCH. POA 8 PICEA OMORIIGA .• SERBIAN SPRUCE 10'-12' HGT _I I — — I I FROM TOP 1/3 of ROOT 2"x2"x4' WOOD Q. O 1= 11I,;,I I i,;,III , I- BALL BACKFILL MIXTURE 0 „ POB 3 :PICEA OMORIKA SERBIAN SPRUCE 12'-14' HGT CROSS MEMBER AS SPECIFIED V'^ w Q 10. THE CONTRACTOR SHALL PROVIDE 4" LOAM FOR ALL AREAS TO BE SODDED OR SEEDED. POG 5 1 'PICEA OMORiKA , SERBIAN SPRUCE ld'-16' HGT SLOW RELEASE �� VJ (� } Q Qr > U I I- n FERTILIZER PACKET 2x2 x4 WOOD STAKE z < O In PLANTING AREAS SHALL RECEIVE 12 ROLLED THICKNESS OF LOAM. THE LANDSCAPE CONTRACTOR ' PP 39 F'ICEA PUNGENS COLORADO SPRUCE 6 -1 HGT. „ WITH LONG TAPER MIN. 18" � Q O � 0 SHALL COORDINATE SUBGRADE PREPARATION WITH THE GENERAL CONTRACTOR PRIOR TO RA .24 RHODODENDRON 'ACCO' AGLO RHODODENDRON 24"-30" 2 PACKETS REQUIRED 6 MIN.WITH rn g 0 z PLACING LOAM. RBN 12a RHODODE-NDRON 'BOULE D1= NEiGE1 SOUL£ DE NEIGE RHODODENDRON 24"-3m" BACKFILL MIXTURE NOTES: z Q Q w v W RR 144 ROSA vIRGINiANA " VIRGINIA ROSE, 2'-3' AS SPECIFIED INSTALL STAKES AND GUYS TO TREES IF THE FOLLOWING APPLY: Q ti: W z < `° �' 11. ANY DEVIATION FROM THE LANDSCAPE PLAN, INCLUDING PLANT LOCATION, SELECTION,SIZE, 51 13 SYRINGA RETICULATA 'IVORY SiLK' TIRES LILAC 2"-21,2" CAL. 1. THE TREE IS OF SUBSTANTIAL SIZE. —I O —J M m QUANTITY OR CONDITION SHALL BE REVIEWED AND APPROVED BY THE OWNER AND LANDSCAPE SJS 116 SPIIRAEA JAPONICA 'SHISORI' 5HIE 50Ri SPIRAEA 24"-36" DEC(1'1�O�CJ V EE I 51"t l.�� 2.THE PLANTING LOCATION IS E=XTREMELY WINDY,AS ON OPEN UNDEVELOPED SiTE$. !- ARCHITECT (AND MUNICIPAL AUTHORITY, IF APPLICABLE)PRIOR TO INSTALLATION ON SITE. SP 119 SYRING�4 PATULA 'MISS KIM' ' M155 KIM LILAC 3'-4' HGT, I-/ D '\ 3.THE PLANTING LOCATION IS COMPRISED OP SAND OR OTHER LOOSE TEXTURED SOiLS. TO 31 THUJA.00CIDENTALIS 'SMARAGD'. ' EMERALD GREEN ARBORVITAE 6'-1' }-IGT. 4. IF STAKES AMC) GUYS ARE REQUIRED,REMOVE AFTER ONE YEAR TiME. DATE SCALE WHERE PLANTING NOT TO SCALE 12 AREAS SHALL CONSISTDICATEDOF FOUR PARTS SOIL MIXTURE FOR PERENNIAL AND PARTSSPHAGNUM PEATNMOSSLAND ONE yr 141 YiBURNUM TOMI=NToSUM T'iARfE51 MARiES VIBURNUM 2411-3611DE C I D LIOl�S TREES UNDER 2" CALIPER OR 8111111 1"=40' N PART HORTICULTURAL PERLITE BY VOLUME. PEAT MOSS MAY BE SUBSTITUTED WITH WELL-ROTTED UNDER $ IN Ht=1GH7 OR DEHYDRATED MANURE OR COMPOST.ROTOTILL BEDS TO A DEPTH OF a INCHES. c EVERGREEN T IRE E 5 -1'-m" IN HEIGHT 4 UNDER i + I NOT TO SCALE SHEET 1 O F 1 -I REVISIONS W L1r REV # DATE BY: - LL. J �0 ❑ � 0A� L VER - - - � �,�� � a � 1 10/ 14/ 11 J . P . GRO, vc) _ - � � _ ' r, � . '� � X 19 r-- 50 EXIST. Y _ ..� �'- WA s � ❑ 1 4/ 12/ 12 J . P . CURB CUT H (PUBLIC , _ _ /r -` �y [A w I ,\ 25' WIDE \ SB/DHDLINE ❑ w 1 11 /6/ 12 J . B . / \ SEWER ( ) �L6 / / \ 19 EASEMENT Z � -] / > J 0.5 + / / / ---MAP61 LOT 377 /FND N/F H0 .6HARMONY GROVE & HLD \ MAP 16 LOT 238 CORP. / � i .s 16 1\3 \ GROVE STREET\ 50 GRN/F � ❑ / / \ REAL EST, LLC b.6 1. .5 NORTH RIVER CANAL - TIDAL LAND COURT PLAN 33813A LL WOOD & METAL �AG� o .5 b BRIDGE W/ 8• PIPE �� \ �� 0 DECKa L. 9.1t \ \ C� 1.0 1. 1. b.8 4-0 EXISTING 7 '8 1 7 .7 1.1 CROSSING C� EASEMENT EXISTING s 1.2 BRIDGE _ --VAP 16 LOT 378 ABUTMENTS -9� �• + + + + + + + + , , + + + + , + + + + + + + + + + , + + + + + + + N 0.o 0.o 0.0 o 0.o b.0 + 0.0 0.0 b.o b.0 0.1 2 b.5 1. +2.3 b.5 0.2 b.1 b.0 b.o 0.o b.o 0.0 b.0 b-0 0.0 0.0 0.0 0-o b.o b.0 0.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 0. o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0�.0 0.0 0.o b.o o.o o.o a.o o.o o.o o.o b.o o , o.o o.o o.o b.o HARMONfiROVE -' - - - - - -° - ---�- -43 - �� °- - J (v �- o .1 0.1 +0.1 CORP +0.1 + .o_ +o-e - r'�-o o.o b.1 0.2 3 0. 1 9 1.8 b.7 0.3 0.1 0.1 0.1 °.1 +0.1 0.1 0.1 0.1 b.1 0.1 0.1 0.1 .o b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.o o.1 0.1 0.0 0.0 a.1 0.1 0.l 0.0 0.1 0.0 0 0.0 0.0 0.0 °.o J TOR1 .1 �A TRANSPORTATION R.R. TRACKS AUTHORITY ' S J b.0 0.0 `+( i 0.3 +0.3 0.2 0.1 - - _ - - - - + + + + + I5 111 b-0 LM Q MASSACH _ - _ + 0.5 +0.2�L.O..k- �+9 1 0.2 0.2 0.3 0.5 0.81 1.D 6 -7-�.8-'.3-T.0-__ �I a. j �5 0-1-0T4-1.8-1 2��8 - � 0.2 �� 0.1 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0. 0.1 0.3 0.4 0.2 b.2 0.2 01.2 b.3 1.4 1.8 1.2 1.4 1.5 1.2 1.7 1.4 1.2 1.8 0.4 b. 0.2 +0.2 0.1 +0.0 � � •aee 1 0.2 10.5 1.8 1.o) +0.9 �Q.5 b. \�1 0.1 0.0 0.0 b.0 b.0 0.0 0.0 0.0 +0.0 +0.1 +0.2 0.3 0.5 0.8 0.6 +0.5 0).4 .3 0.3 3 +2.1 + +4 4 +2.3 b.5 0.4 0. +0.4 0.2 .1 ■ ■ ' + 0.2 o.s o.s 0.s b.7 0.8 b.8 b.s b.9 \ _ + + +; *2 + + ' 1 4 1.2 1.3 1.4 1.3 1.7 1.5 1.6 1.7 1.7 1.3 1.6 1.9 + 8 1.9) 1.1 1.3 b.8 4 b.l +0.0 b.0 b.0 b.0 b.0 0.0 b. .q + b.6 1.5 1.8 1.9 .2 b.8 b.6 .1 b.7 0.2 b.3 +0. 6 '0.5 b 0.1 0.4 1.2 .1 .1 0.8 0.3 0.2 0.4 b.8 1.1 1.6 1.0 1.2 1.0 b.8 0.9 V _ G _ EL. +0.2 0.6 1.1 13 8 +2.6 1.0 b.3 b.4 1.0 1.4 4 13.8 1. 0.91 0. 0.7 b.4 b.5 b.9 0.8 b.8 b.6 b.6 b.6 b.7 b.8 b.7 b.7 \> +2.2 1.3 +2.274 +0.6 b e § b.l RANI IBL 0.0 b.0 0.0 b.0 b.l b.2 .7 1. 13.4 1.5 b.7 0. EXISTING 1.7 0.8 b.2 b.6 1.2` ` 1.0 b.2 } .1 1 _ � KRET.- yyq �QT OFFICE INC 0.2 0.6 13.1 4 13.4 b.9 b.l b.4 1.1 13.1 t/ 0.8 1.7 1. b.7 b. b.3 b.2 1.?\ +4.0 1.7 t3.7 #2.3 1.3 1.4_1.0 _S=T� 3 + Ta 1 t b.l 9' 101 1 2 1L.3 b.6 0. BUILDING +1.5 0.4 +0.2 b.4 1.2 1.3 0.3 b.l _ 9. /`�/ �R G,q n/�// PROPOSED BUILDING #1 .4 .1 1.0 +4. $.2 13.4 +2.6 7- _'Z-2 �9 b.4 'off 3 b.4 b�.3 b"� i.� - b.o b.o b. AN/T b.z 0.3 b.2 b.z b.4 i.s +3. 3 b.2 b.1 r- 0.2 0.6 1. 4 9 +2.4 1.0 0 b.3 0.4 b.9 1.9 1.6 1.4 1.6 1. b.e b.7 + W/ GARAGE UNDER /bAt E BLOCK R (47-UNITS) 2 1.1� 1. +2.8 13.2 13.3 1.8 1.7 b.7�:9=.9 0.4 0 5it.5 +0.3 b.l b.l + +0.0 0.0 b.0 +0.1rl 0 + 1.3 1.6 b.2 b.l 0 0 0.1 0.4 1.4 8 +2.4 1.0 b.3 0.2 0.3 0.7 0.8 1.1 1.1 b.9 1.0 .7 b.7 0.3 0. _ P w POSED BUILD! �' GRAN T - 9 w ` EL. g 6 _- .....2 U W b.l b.3 b.6 .1 b.9 1.0 b.6 +0.2 b.l 0.3 b.4 b.4 0.4 0 5 1.1 .7 1.1 1.9 4 � GARAC NG #2 1.2 b.7 1.5 1.8 1.7 1.4 +22.6�L.4�.7 1.0 6�.2 0.2 Ckb. - �® 0.1 b.2 b.3 0.6 0.6 0� 0. 1 b.l _0.0 (47_UN T NDER =IKE Pq� kET. WALL S + + + + + + + T►� XO + +0.4 + 3 1.0 +2. 1.8 b. 1.3 +2.3 +6. 1.5 0.9 0.7 +33.9 4.4 2.6 13.5 1.5 1. .X1.3 b.= _` .5EL g 0.3 t.1 0 O- 41; 0 b.0' ° ° b.3 b.2 0.1 0.0 b.0 0.0 b.0 0.1 b.3 +0.8 13.3 +2.9 1.3 b.4 b.2 0.2 -2 0.2 0.1 .1 .1 .1 .1 .1 .0 5 4 + + t5.9 13.3 1.5 1.7 1.7 2 6 ,9 = b.2 �i-2 =1 �0�'0.o- 0 +0.0 0.o 0.o +0.0 O.oSTpN _ Wow E RET. b.0 b.0 b.0 0.2 b.5 1.5 1.9 1.9 .1 b.8 0.5 b.5 b.5 b.3 0.2 b.2 b.3 b.2 b.2 b.l b.4 +0.8 1.2 b.9 b.l b.l 0 t.0 6.3 1. 1.2 1. PROPpSED +.3 13.1 b.9 b.2 b.i b.l.0 1 �0 �` 0.0 0.0 0. � wAL BUI ❑ o IAP a6 +X "1,+°217 b.o O.o O.o b.0 A.0 0.0 _ BUILDING N/F _ 0.1 b.2 0.6 0.9 1.1 + 0 12.0.1 1`-�1~x+1.1 .6 0.5 0.1- .6 .5 b - �bt 0.1 +0.2 0.2 0.2 b.1 0.1 1.0 1.6 +6 2 /(4 7R VGE UNDER'#3 1.3 .2 0.1 0.1 b.1 0.1 b.1 0.0 0.0 0.0 b.0 t ❑ +o�A �S +o.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o NITS) \ m b.1 0.2 0.4 1.0 1.9 1. 4.2 1.0 1.3 1.6 1.0 1.0 1.4 1.3 1.4 1.1 1.0 + .1 + 1.1 +0.6 0 5 + +0.5 b.4 +0.3 0.2 +0.3 +0.4 b.4 +0.2 +0.2 + +. 1.9\0�3� .1 0.1 +0.1 0.1 b.2 +0.1 .1 0.0 b.0 W n A In b..o -o.o +n 0_0-o- lLo b.4#6 t.0 0.0 0.0 0.0 0.0 - � ,p 0.1 0.2 b.4 0.7 1.1 + + + + .40 1.5 1.0 1.6 1.3 1.1 1.4 1.1 1.0 0.6 0. �1.� +0.7 +0.9 b.9 b.5 0.8 1.1 1.2 0.9 0.3 0.2 0. 2 ° ° 1.4 0.5 +0.4 0.3 0.3 +0.5 0.3 b. 0 2 0.1 b.0 _ 0.0 b.0 0.0 OSIoVEY\ 0-o O.o +o.o b.o M fP 1§,.c Ow,.914-o 0 _ (PUBLIC WAY FARE b.l b.2 b.2 b.3 0.4 b.4 b.8 1.5 1.2 1.4 1.6 1.1 1.2 1.3 1.5 1.:1 1.2 1.1 1. 1.9 11.1 1.8 1.3 1.1 9 1.3 1.4 1. + 1 1.6 1.1 1. + b.6 +0.8 1`a.5 +0.7 b.5 b.4 1. +0.9 1.2 b.7 0.7 1.1 .7 +0.5 b.1 b.0 'n n +-0 r0 +0.11-+0 n 0.� b,0 0-o 0. 0 �e.5L .0 0.0 - _ 1 2 MAP 16 LO'T 376 ° - b.9 1.9 +2.5 1.6 1.1 1. 1.4 1.1 1.4 1.1 .9 1.2 1.6 1_.s _A 7 1.2 1.6 0.9 1.0 1.5 1.2 1.4 1.2 1.2 1 +. 1.1 1.9 +2.3 13.0 1.4 b.7 0.4 0. 0.1 .0.0 I� +0.0 +0.0 +0.0 0.0 b.0 0. .�+0. 0.0 Orb/n .o +0.o b. dE .0 o b.o 0.0 O.o O.o t.o b.o b.o b.blAl8.o160.o b.o b.o O.o T.o- .o ° ° -II 1 �lJ FLORES LOT 225 • �+ + + + + + + J R .8 b.8 1.2 2.1 1.9 1.3 •1.2 1.9 2.6 3.1 1.4 0.7 0 _ b.0 0.0 o.o o.0 0.o b.o b.o b.o b.o b .0 0.0 0 b b.o b.o b.d b 0.o b.o b.o b.o 0.o N � 0. O.o b. 0.0 b.0 0. b.0 +o. 0.0 °---�_ SHED m + 1 rr, �3 iv�A0'�6 I I TUCKER MAP 16 # ® SHED r 2 I LOT 223 I I L QT �27 b.9 1.7 1.8 1.5 1.1 1.7 +2.5 +2.7 1.4 1.0 1.0 1.6 1.1 1.3 1.2 b.8 o.o +0.0 0.0 b.o +o. 0.0 `0. b.0 O.o •,kT b'MAP016b. b.oNP b.o b.o b.0 0.01 b.o b.o b.l b.o +0.4� b'ONI o b. b.o b.o 0.o I O.o FISH _ • MAP 16 � A&N REAL I LAWSON I POND x +0. +0. +0. + + + + + , LOT 222° + + + + + + + , + + + + + + , , , , + + + + • LLI o o o o. o.o o. 0.0 o.hOTo.22�.0 0.0 b.o ,,p_ 0 OTp,� 0.0 0.0 0.0 0. b.o o.o o. o.o o. o.o o.o b.o b.o 0.0 0.o Fb4S o.o o.o o.o o.o o.o o.o o.o o. 0.0 X GARDE 0.0 o.o o.o o.o c.o 1� 3�s • 8 WALL 0' °' I -��_ 7. _j 0 0.0 0.0 b.4�I O.o 0.4� b.o 13LANDEM.o b.o C)' .o o b.o 0.0 O.o b. b.0 b.o 0 0 0 0 0 0.0 0.0 0.0 0.0 +o.o b.o + 0. b.o +o.o + b.o +o.o b.o +o.o b.o 0 0.0 + 0 0.0 0 +o.o +o.o 0 0 +o.o b.o +o �L�b.o b o b.o +0. + N/F v KOH OFE� TRUST L��" �Z� � �° I ��P 11;° L81° 2� RAAF�'0I6 � � Q r BIT. CONG PA"G 1 1 #44 I N/F I MAP 16 LOT 229 Q N/F I LOT 231 + ° MAP 16 JLOT ' I � + I , , + #2 [] +o.0 0. 1#:48 0 0.0 t.0 0.4� .0 0.0 0. 1.0 0.0 0.0 0.� Ce�L � Oro 0.0 0.0 +01.0 � 01.0 b.0 0.0 M/F b-o 0.0 +0.01 -o 10.0 �E � b.4 0.0 Ny{l 0.0 0.0 0.0 0.0N o c.0 0.0 B. 0.0 0.0 0.0 .° 0.0 0.0 0.0 0.0 o Mya�p l o o '�P bo 0.0 0.0 cr r BASH ROSS#20 MYERS I ° #10 MAR 16 T 4 , LOT 380 LOT 235 U] #40 -� BIT. I b.o b.0 b.0 O.o b.41 0.0 b.0 0.0 +0.o b. b.o -o +0.0 b.0 0.0 .0 +0.0 0.0 0.0 0.0 b.0 .0 b 7"'t.0 0.0 A4� 60 0.0 0.0 0.0 � 0 0 $JqjF0.0 o b.14 0 O.o X.0 CONC. PATTISON N/F PATTIS � A14 LOT 233 MCSWIGGIN # o.o b.o V-0#60-1 0.0 0 0 b.0 0.0 +0 0.0 0 00.0r GRANITE CURB - - - - ° - - SPERIDAKOS BEA VER _ S TREE T GRAN. - -' fig- - - - - (PUBLIC WAY ,, 30' WIDE;) POST FND W ❑ r- Summary Calculation Summ y W I Label Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb o w APARTMENT PARKING AND DRIVE Fc 1.20 7.5 0.1 12.00 75.00 15 15 COMMERCIAL PARKING Fc 1.03 6.3 0.1 10.30 63.00 Q Q u, Luminaire Schedule WLS8407 HARMONY GROVE APARTMENTS SALEM, MA PM: HOLLY PLEASE CALL US FOR PRIICING AT 1-800-633-8711 Symbol Qty Label Lumens LLF Description 1 0 A 14000 0 .800 WLS-HP-S-5-150-CMH-FG 20' MOUNTING HEIGHT BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT 1 B 14000 0.800 WLS-HP-S-3-150-CMH-FG 20' MOUNTING HEIGHT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD 19 C 14000 0.800 WLS-HP-S-3-150-CMH-FG 20' MOUNTING HEIGHT ly. 5 CONDITIONS. u j THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM ® 16 D 14000 0.800 WLS-WMA-S-3-150-CMH-FG 16 ' MOUNTING HEIGHT LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT J INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACUTAL PERFORMANCE OF ANY E MANUFACTURERS LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. 0 185'-7" lo 31'-Ily" 33'-Oy" 55'-7y" 64 -113/" r . o ' 0 -- 0 - � 0 00 p N U -4- 700 • � O NN W o F— o r q, c Ln O - I - I UJ < 6 CO W CIO �0 2 UPPER FLOORS W o SCALE: " I'-0.. X F-L D rr N Ww 1 _ : _ 00 1 ® ® OU ¢ co LL OW 0 t L a� - - - fall UcrI� Q m YON The Federated Companies 535 Boylston Street _ o Suite 203 Boston, MA 02116 31'-Ily" 33'-0Y" 55'-7J 1164'-ilk" MRM Project Management 3 Broadway PO Box 388 31'-Ily" 33'-0Y" 55'-7y° 64'-113/q" Beverly, Ma. 01915 a a101 _ LegacyPalk Apartments Building # 1 LO - _ � Salem, MA ° 0 32NnSoTM N Icc o NNIS 0 O ® I (a (T) o e d l u bol L-01 _ sol lol n = m CO LO "o 321nSo"ION3 NH-6 011 8011 FO-5-00 F1701 L01 001 3Nn50"I7N3 NH-z Date: 6118112 Z# ?11H1S &IR STOFS Scale: AS Noted (a CALE: " = ° ° I L P a Q Q Drawn By: bjb 77 -ar, - - - tRff - ❑ _ Approved By: _ Revisions LO _ O O � - I First and Second Floor Plans 31'-1lV4 33'-Oy" 55'-7y" 64'-113/" 4 185'-7" A1 ,6 p , 321-43/411 88-8" 32'-lye" 52'-4%n 0 i o O � O = o _0 0 O CSI U . 00 > � O O (N ❑ — — — —— — ❑ El — — — — V W Lim 0 A A A Q) LC) 01 t 30 cc-)o L=MnJp ® o ® ® Ld CO® ® -�,..� o w UPPER FLOORS i Q W 0o o ° - SCALE: " = I'-0" f x � N LLI � W D C) UJ r- �/ CZ L— D U) _ El - - - ❑ - - - _ Lliz QCO YN The Federated Companies 535 Boylston Street = Suite 203 0 o = Boston, MA 02116 i �T � 32'-43/" 88'-8" 32'-V2" 32'-4%" MRM Project. 111 g Management 3 Broadway IBV-7" PO Box 388 10 32'-43/" 88-8" ell32'-ly" 32'-43/" Beverly, Ma. 01915 a a a EGI LegacyPark A partments Building ##2 LOIF N Salem MA A ° — — — ° 0 3?1(1S0'17N3 2!H I — — ° o R9 ® t# ?11`d1S 0 -E-Jr - I OO Q I Q d I III b01 L01 q01 101 1�nl I O 148 m , `9 321(1SO IDN3 NH-Z6 011 e01 901 FO1 Z01 001 aNnGOIDN3 NH-Z Date: 6/18/.12 Z# N I VIS ° L) cale:„ , „ As Noted L-0 L D = SCALE: g = i -0 Ld (n - -a - - - - A-- - � Drawn By: bib (� — ❑ _H 19 Approved By: _ El — _ - - - - - - ❑. Revisions N xc a First and Second Floor Plans 32'-43/” 88'-8” 32'-V2 32'-43/" 185'-7" • 7-- ---------—...............T-- I - ----- - - 185'-7" '- t '''• j 32'-43/" 32'-IY" IY" 32'-43/" lo J J o O _O p O N C.) � i 00 O O . O • O N QI\ 0 � w ° ° � — � — — — — � — v— — lam Ao oA[g�JL — — —v — ° � � � Q; � o � U :2 Ln 00 ° v o � � o 0 I _ ® ® AnCC I ® o ® ® I oQ >;�t Q ' 00 LJ I UPPER FLOORS Q H 00 SCALE: " = I'-0" N W DC o ® 10 � O ® o I E, ® ® o o I ® ® o O 1 J;7 0 UJ 00 01 F -U�11 -,I- Lda�F ❑ - - -Olt (7) Cd ❑ - - - IM-- C U) iq (-) z D 00 ❑ - - - - - - _ _ ❑ — _ ¢ c I Q co Y The Federated Companies 535 Boylston Street 0 Suite 203 fl I0 Boston, MA 02116 32'-43/4" 32'-IY" 56'-0" 32'-IY" 32'-43/" MRM Project Management 3 Broadway PO Box 388 32'-43/q" 321-VII 56'-6Y" 32'-V2" 32'-43/" Beverly Ma. 01915 i a a o J J Legacy Park 0 0 Apaitments Building #3 6 ❑ r — — — — ❑ — N ❑ - - - - - - ❑ - - - Salem MA A ° o — —v — 3 nsonDN3 NH-I o o — — oA Fiq 01 1c# 211`d1S ® ® o , Lo d1-fall IS01 I Ebol 1uI �n 0 `0 321nGO IDN3 NH-Z 001 Z01 O-1 901 FBOI 011 32InGoi:)N3 NH-Z Date: 6/18/12 Z# NId1S Scale: As Noted _ - 0 o I ° ® I SCALE: CDC ° ® ° ° Drawn By: b j b ROF F — 7-T- -J Ld 30 — ❑ _ Approved By: _ ❑ - - - - - = ❑ ❑ - - - El Revisions LOC First and Second Floor Plans 32'-43/4" 32'-IY2" 56'-6Y" 32'-IY" 32'-43/n Al I T L—PARAPET ROO -0 LL--L--�J -El - M— 00 o 00 I F-H IFT-F-11 FMI FM !I MI 1=1 ILI-L] L1-L11 ILMI FM IFMI —F-F] FFH I -11-11 FMI H EEH P��p (L) G) LLLU U13 1H1=I LLL�ij Uia U13 ULD LLJ LW ULJ Q) Cl� FLOOR 4 -1 I= IFTT-1 IFM IFMI 1=1 IIJ711 1=1 IFMI IFMI L IFMI I F] 1111 MI =1 IHI FM I F-HI FMI FIMI I F-HI I =1 EEE I, m, -117 C)) ETI1 H LLLIc „ t-- R 00 BUBIFT71II77-11 F777P ETTH FTT7H FTT7T FTT7H1 ITTW= E= �-elo LGIS F- WU LLW U�-L] U�E U�E UD� LLUJ UAL LL a LLU U12 UU] UjJ LW K � Sw a�Qi ---H- ow 00 -::H FM FMI FMI FMI =1 I F"I I FHII I F11 FTT-11 =111 MI L-L11 =1 =1 rMI 117MI czd z 00 tm LLU oil WJ LiD U�U UjUi LLU3 U�lj EE] W�11 Uill L=— LLUJt < Q) The Federated Companies IT - — _ _ _ _ _ _ _ _ _ 535 Boylston Street ELEV _ — _ _ _ — _ — __ _ _ _ _ _ _ _ _ Suite 203 (DLANAL e�evnlioN Boston, MA 02116 rALE. MRM Project Management 3 Broadway PO Box 388 SEE COLOR RENDERINGS Beverly, Ma. 01915 FOR PR(OPOSED MATERIALS Legacy Park Apartments PARAPET Building # 1 - - aOO� - - - � - -� � � - ❑�- � [LIE7.] - � - - N - - - - - Salem, MA FTT� IFTT� ITTI] FTTI FET] H = FI LamT-HI M = EU � � � 9U DScale ,/z 12ed rLmR 3 — _ o ern Approved By: FH] 1-1111 FMI FT-nI =1 FTTJI FMI FUHI I H-1 1=1 FF-F1 =1 I F-F-11 I MI ITT] IFM I =1 FT-nil FMII TTTI0 i �.�'. Revisions rLcoc z _ -MI rm FR "`V. 23.0EXTERIOR ELEVATIONS EN Rr E�evnTioN I eA=E�E�, (D_nAINxa - . A2 ,01 '! q PARAPET 0 - ROOF - � � - � - - - - � p0 _O O O N U ® ® ® ® ® ®:,® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® 5 O FLOOR 4 O r- LLU C/- ® ® ® ® ® Q) .� 0 E771 F771 1771 1771 FT71 FTT1 777 �®LLE-J] LLU31 LLU3 LLLJJ ULU L=- LLLU LLW ULU L=- UJ LUJ LLM LLUJ LLW EEB aQz am U5 CC � 1 U i 4 LL i J C: o_ FLOOR 3 - - - -LL o i � 00 N = L o � I ® ® � o � LU I - FLOOR 2 - - - - - - - - - - - - - - - - - - - - - - - o = � 0Q W 60 U z � C _ FLOOR I _ = Q � I ELEV: 22.0' - - - - - - - - - - - - - - - - - - - - - - - U Cc a r- Qm � N The Federated Companies BASEf"IENT TMUMM 535 Boylston Street ELEV: 12.0' — — — — — — — — — — — — Suite 203 0 CANAL (ELEVATION Boston, MA 02116 SCALE: ' = I'-0' MRM Project Management 3 Broadway PO Box 388 SEE COLOR RENDERINGS Beverly, Ma. 01915 FOR PROPOSED MATERIALS Legacy Park- Apartments PARAPET Building #2 0 ROOF `o A- MHUI - - - - Salem, MA E ® ® ® ® ® ® ® ® ® ® ® ® ® ETTI ETT� 1771 [771 EFT] 1-771 771 FT7D 17711 EETI LLA =1 LL i A L UJI L=- LLLA =1 EM F# FLOOR 4 Date: 7/2/12 g o L ® E ® HE ® H ® ® ® ® ® ® ® ® ® Scale: As Noted o - o FLOOR 3 Drawn By: bjb Approved By: _ � o ® ® ® =1 FT-T-11 FTT-1 FTFII® L ® ® HE - Revisions FLOOR 2 — — — - — — — — — — — — — — — — — — — — — — — o Im EM F770 FLOOR I ELEV: 22.0' — — EXTERIOR ELEVATIONS O_nIAN I=NTRY II EL VATION BASEMENT SCALE: � = I -0A2 ,91 - — — ELEV: 12.0' — — — — — — — — — — — — — — — — — — — — — — — — — Pro iect No: 0 CD EB ROOF 0 CD 7_111 1_700 FT ED FTJ 11 C" HLLUJ LLjUJ LEUJ =1 LUJJ LLLU LUJ LLUJ LL01 LLLu EEI LL—L-j FLOOR 4 0 IFMI FM 11 J I I 1 1.-1-1 ILFI 11 I= ILLLJI H FTT� F77 F=11 I = H LLLL FLOOR 3- _FD co N0 FLOOR D w CD=1 FTTII N FFH rM _LIJI FMI FFUI U W 10 LEUJ EIE IEEE , H H. 1EQ 7FTJ =1 00 LLJHMI FTTI HIE IM I= M EH Ed Ed H LLL Q) C I C) C: r- .'k 1,k X < CD Y C1_J The Federated Companies T I TI TT I MW IT11111111P 1 11111 TRITI T........711 T T....... T.....T_ T I TMTMfffflffi TA _ 535 Boylston Street BASE«E,,. ��o - - - Suite 203 Boston, MA 02116 2 CANAL ELEVATION �E: d� - i .o MRM Project Management - 3 Broadway PO Box 383 Beverly, Ma. 01915 SEE COLOR RENDERINGS FOR PROPOSED MATERIALS Legacy Park Apartments pgaqpE. Building #3 IF 11 11 11 —ROOF - � - - - - - - �- - � � ❑0 -� -0 - Salem, MA 771 EM =1Ltd' � IFMI ISI 17711 � � � FM � � L aooe 4 Date: 7/2/12 - F-771 � cale: As Noted � � � � 11.� � � LTJ � - - - - - sr. r y: bjb LL ILL[ 11 IFFT11 =1 Approved ETT] FTTI IFMI rFT­I1 =1 =1 LE EEI � � Revisions= 7771 - . EEJ LLUJ LLU UaJU14 FLOOR 2 a 1771 L_L11 FLOOR I EXTERIOR "`v. "' ELEVATIONS BASEMENT 0_�AI�NNT7Y E�E�AT�oN A2 . 1 , r ` i- A O � 0 L 00 O N U � N� > O N N U F- � CY) CD () n CC UJ < w 00 oW � I C: r\ 00 w W :E _ O < WOp LL) Co � r-- N D � � U) co � z Q c I U � C � QLn YON The Federated Companies �I 535 Boylston Street Suite 203 Boston, MA 02116 MRM Project Management 3 Broadway PO Box 388 Beverly, Ma. 01915 i LegacyPark Apartments 0 _ — ROOF III Building # 1 Salem, MA FLOOR 4 — — — — — — — — — — — — — — — — — — — — - UEEEIEE U�io UJ U13 UJU LW- gFR FLOOR 3 — J Date: 7/2%12 0 ® ® ® ® ® ® ® ® Scale: As Noted 177 Drawn By: bjb FLOOR 2 — — — - — — — — — — — — — — — — Approved By: _ Revisions _ o FLOOR 1 — — — — — — — — — — — — — — — — — - ELEV: 23.0' II ' II ' II II II BASEMENT ELEV: 13.0' — — — — I I I EXTERIOR FL - - - - - J-1 C=____ __ _ -J ELEVATIONS SIDE ELEVATION O_LIDE ELEVATION SCALE: " = I'-0" SEE COLOR RENDERINGS SCALE: " = I'-0" FOR PROPOSED MATERIALS A202 Project No: O O O� _O O O N �U 00 II F- U W . F-- U 00 � L o Q T� (I) Q0 -� — 00 LLJ L_ QW O O OfN w W D o Q c i ..� W .O o wm � � C N cU) Fwz � � � I i cr- Qm VN The Federated Companies 535 Boylston Street Suite 203 Boston, MA 02116 MRM Project Management 3 Broadway PO Box 388 Beverly, Ma. 01915 LegacyPark Apartments 0 ROOF - -I��I Building #2 FM F-M — FLOOR 4 UD LLD =J U13 Salem, MA— — — — — — — — — — — — — — — — — So =1 rm E _ 1-1-77P ITT] F- FLOOR 3 - — — — — — — — — — — — — — — — — — L Date: 7/2/12 N = 17 FFT11 fTT-11 FTT11 =1 ® Scale: As Noted 01777� FTTP ETT-] UTI FM 1 FMI UD Drawn By: bib FLOOR 2 Approved By: _ ® ® ® FT-ni 17-D F-TER Revisions _ FLOOR I ELEV: 22.0' — — — — — — — — — — — — — — — — — — _ II 1-TT TTTTTT flTil ...... TIM[T II II BASEMENT TTIIIIIIIII 11111E ELEV: 12.0' — I I II EXTERIOR -J ELEVATIONS (DiIDE ELEVATION SEE COLOR RENDERINGS 2 SIDE EILEVATION CALE: � = I -0 SCALE: = I -0 FOR PROPOSED MATERIALS A202 Pro iect No: 4 I t O O r _O O O N U � �00 O � O N N U W H Ln 3U 0� ® �0Cr o Q a-t a, (.D LLJ o W �'� QF- 00 � � CK CN n w W 0 1 � oQ W o w M � N CZ i � U) W Z 00 f- ,Q OO 5E _ C I Q) o QCo Y The Federated Companies 535 Boylston Street Suite 203 A Boston, MA 02116 MRM Project Management 3 Broadway PO Box 388 Beverly, Ma. 01915 LegacyPark Apartments 0 ROOF — — — — — — — — — -I — — — — — — — — — Building #3 HE TT-11 =1 FMI FT-"1 ITI 11 EE MU Salem, MA FLOOR 4 - - - - - - - - - - - - - — - - ====44 - - - - - - - - - 8FMI -MIFH1 —TIFH 11 - Effl 777 7T FT TTI 771 FLOOR 3 — — — — — — — — — — — — — — — — — — — — — — — — — — J Date: 7/2/12 ® ® Scale: As Noted o Drawn By: bjb FLOOR 2 — — — _ — — — — — . — — — — — — — — Approved By: _ 0 ® ® ® ® ® ® Revisions 0 FLOOR I _ _ - - OF- - - - - - - - - - - - - - - - - - - - - - - ELEV: 21.0' w I I I I I I I _ _ _ _ _ _ _ _ _ I _ — — — — BASEMENT — � �I EXTERIOR L _ __ ELEVATIONS � _ _ _ __ � -- -- _____� SIDE ELEVATION Q21DE ELEVATION „ SEE COLOR RENDERINGS SCALE: �" = I'-D" SCALE: = 1 -0 FOR PROPOSED MATERIALS A262 Pro iect No: -- - - -�- :