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CLARK AVE FORM C DECISION AND PLAN - PLANNING � �Yv1 � G De�S«vt -t I�'� � - --_ _ _ _- - - -- --- ii Glut(zl< fw--� � j '_ _ � �� ,J f CITY OF SALEM PLANNING BOARD , Form C— Decision Definitive Subdivision Decision, Stormwater Permit, and Cluster Residential Development Special Permit Clark Avenue (Map 6 Lots 7, 8 and 9) February 22, 2016 Seratim, Darling and Correnti, LLP C/o Attorney Correnti 63 Federal Street Salem, Massachusetts 01970 RE: Decision of the Clark Avenue Subdivision—Form C (Map 6, Lots 7, 8, and 9) On September 17, 2015, the Salem Planning Board opened a Public Hearing for a proposal submitted by NSD Realty Trust (hereafter referred to as "applicant') to allow the construction of a roadway to serve twenty-six (26) residential lots on Clark Avenue, Assessors Map 6, Lots 7, 8, and 9. The public hearing for the Definitive Subdivision, Form C and Cluster Residential Special Permit was continued to October 15, 2015. At the October 15, 2015, public hearing the Salem Planning Board opened a Public Hearing for the proposal of a Stormwater Permit to allow for activity that results in a land disturbance greater than one acre of land within the City of Salem for the subject subdivision. The Cluster Residential Special Permit and Stormwater Permit were continued to the November 19, 2015, December 3, 2015, December 17, 2015, January 7, 2016, January 21, 2016, February 4, 2016, and February 18, 2016. At the regularly scheduled Planning Board meeting on February 18, 2016, the public hearing for the Form C-Definitive Subdivision, Cluster Residential Development Special Permit, Stormwater was closed and the Board voted Seven (7) in favor, (Ben Anderson, Matt Veno, Helen Sides, Kirt Rieder, Carole Hamilton, Dale Yale, and Noah Koretz) none opposed, to "8 approve the project. Furthermore the Board finds that all standards for the issuance of the Special Permits has been met by the Owner and that the Plan is in harmony with the purpose and intent of the Zoning Ordinance and would not result in a net negative environmental impact. The Board finds that the subdivision meets the purposes of cluster residential development because the plan is in harmony with the purpose and intent of the Zoning Ordinance to protect and promote health, safety, convenience, and general welfare of the inhabitants of the city and will not result in a net negative environmental impact. The Board finds that the subdivision meets the purposes of residential development because it promotes the more efficient use of land in harmony with existing natural features. I Clark Avenue Subdivision February 22,2016—page 2 of I 1 The Board recognized that the building lots created and the buildings to be constructed thereon may have dimensional controls and density regulations varying from those otherwise permitted by the ordinance or by-law and the approvals are subject to the allowing conditions and waivers and/or relief: 1. Conformance with the Plan a. Work shall conform to the set of plans containing sheets 1 through 11, entitled, "The Woodlands", and prepared by Williams and Sparages, 189 North Main Street, Suite 101, Middleton, MA 01949, dated August 17, 2015, and revised September 4, 2015; November 10, 2015; December 7, 2015; and January 22, 2016 and the landscaping plans entitled, "Clark Avenue Entry Perspective" and "Entry Planting Plan" dated December 2, 2015 prepared by LeBlanc Jones Architects, Inc. 2. Endorsement of the Plans a. Following the statutory twenty (20) day appeal period, the Planning Board will endorse the original subdivision plans, subject to conditions of this decision, which shall be recorded at the South Essex Registry of Deeds. Prior to endorsement of the plans, the following items must be submitted for approval by the Planning Board: i. A covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. ii. Acceptable form of grants of easements, if applicable. iii. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the Essex South Registry of Deeds. 3. Amendments a. Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the City Planner. Any waiver of conditions contained within this decision shall require approval of the Planning Board. 4. Subdivision Regulations a. The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. 5. Waivers a. In approving the Plans, the Board is hereby granting the following waivers of the Subdivision Rules and Regulations: I , Clark Avenue Subdivision February 22,2016—page 4 of 11 The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-party agreement in an amount determined by the Board to be sufficient to cover the cost of all or any one phase of the sub- division of the improvements. Surety, if filed or deposited, shall be approved as to form and manner of execution by the City Solicitor and as to sureties by the City Treasurer and shall be contingent on the construction of the roadway through binder course. The amount of the surety shall be reasonably determined by the Engineering Department. The Owner-mavffile-a-covenant-to-secure-the construction f wayyss?and se�s forthe-entire-sub=divi'sion andsaid covenant may be partially releasedm Cfor phasesr thesub=divis`ion by bond, surety or tri-party agreement b_eing� filed-for_any phase orphases-of-the_subdivision.` ii. Time Frame If such ways and services are not completed within two (2) years of the date of endorsement of the plan, approval of the plan may be rescinded unless an extension is granted by the Planning Board. The Planning Board acknowledges that the timeframe and completion of the entire subdivision is anticipated to be two years, and will not unreasonably withhold extensions. 8. Homeowner's Association a. The Draft Home Owners Association Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsibilities: i. Ownership and/or maintenance of the storm water management system; ii. Ownership and/or maintenance of the trail system and open space (if the open space and trail system are not to be owned by the City of Salem). iii. Ownership and/or maintenance of walls located in the subdivision that are not situated on the lots in the sub-division. b. The City of Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 9. Open Space a. Open Space as shown on the Plans and consisting of approximately 1.95 acres shall be perpetually preserved as open space. The Open Space shall be placed in a corporation or trust owned or to be owned by the owners of lots within the subdivision with provisions for limited easements for recreational use by residents of the City of Salem; provided that such ownership shall vest the Board sufficient rights to enforce compliance with restrictions imposed by the Board as a condition of its Clark Avenue Subdivision February 22,2016—page 3 of I 1 i. Section IV A.4.a: Maximum Length of Dead-end Streets is waived to allow a length of 1089.03 feet based on the requirement for the installation of sprinkler systems in the dwellings. ii. Section IV A.l.f: Minimum centerline radii of two hundred thirty feet for a curved street. iii. Section IV: Right of way improvements which require street trees to be 3.5 inches caliper, 30 feet on center, in place thereof allow 2 trees per lot. iv. Section IV A.2.a.: Minimum width of sidewalk for a minor/deadend street 5 feet, in place thereof allow a 4 foot concrete sidewalk with a grass strip of no less than 3.5 feet on each side. b. In the judgment of the Planning Board, the granting of the above waivers is in the public interest and consistent with the intent of the subdivision control law. 6. Transfer of Ownership a. Within five days of transfer of ownership of the subdivision, the Owner shall notify the Board in writing of the new owner's name and address. This shall not include the sale of lots within the subdivision in the ordinary course of business, but only a sale of the entire subdivision. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. i 7. Security (Section llI(B)(5) of the Subdivision Regulations) a. Prior to the release of any lots for sale or building, the Planning Board shall require that am cceptable-form-of-surety-is-posted-along-with-a-proposed-schedule of releases. If partial release of surety-is to be requested;the Planning Board may, at its discretion, require deposits-to-be-broken-down-in-amounts of anticipated requests for release. The applicant agrees to-complete-the-required'impro' ovements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured by one and/or in part by the other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board. b. Endorsement of Approval with Covenant - e-Owner shall-file-a covenant,prior-to-endorsement-by-the-Planning-Board, executed and_to be..duly recorded-with-theSubdivision-P-lans_by_the_owner-of 1record, which instrument shall the land, and shall state such ways and services sh wo n on the approved plans dated August 17, 2015, and revised September 4, 2015; November 10, 2015; December 7, 2015 and January 22, 2016 shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage; and deed; and/or i. Endorsement of Approval with Bonds, Surety or Tri-Party Agreement Clark Avenue Subdivision February 22,2016—page 5 of 1 I Cluster Special Permit. The easement documents shall allow for passive, non- motorized recreation and shall empower the City at its discretion, to make improvements to the trail system. b. The open space shall be opened for public use upon the issuance of the Certificate of Occupancy for the final dwelling or at such an earlier time as mutually agreed to by the applicant and the Board. 10.Salem Conservation Commission a. The applicant shall receive all necessary approvals from the Salem Conservation Commission prior to commencement of any work. 11.Trails a. Prior to the release of the final Certificate of Occupancy, the trail for the open space will be laid, flagged and completed by the Owner. The path shall consist of woodchip surface as it will have the least impact on the natural setting. b. Trail segments will be cleared by manual cutting of brush and tree saplings no greater than a 3 inch caliper to facilitate passage. All materials cut or cleared shall be chipped and left in place. No earthmoving, grading or mowing will occur. Small brush will be cut and dispersed into the underbrush for wildlife habitat value. No tracked vehicles or mechanical equipment (other than chippers, clippers, loppers, and small chain saws for the clearing) will be employed. c. Signage identifying the open space area is to be installed at the trailheads. Sign design and proposed location shall be submitted for approval to the City Planner prior to installation. 12.Safety Improvements a. The applicant has agreed to paint a crosswalk which will lead from the end of the- sidewalk on the northeasterly side of Clark Avenue to the sidewalk on the southwesterly side of Clark Avenue (which continues to the intersection with Clark Street). The exact location shall be approved by the City's Police Safety Officer. b. The applicant has also agreed to paint a center line on a portion of existing Clark Avenue to guide motorists through the bend. The striping and signage shall be installed as shown on the "Proposed Traffic Marking & Signage Plan", dated February 1, 2016, prepared by Williams & Sparages. c. The applicant has agreed to repair the sidewalk as needed at the northerly end of Clark Avenue from the end of the existing granite curbing on Clark Avenue northerly to the intersection of Clark Avenue and Clark Street. d. The applicant shall work with the City and remove a the rock at 1 Clark Avenue and 'realigning the fence impeding sight distance on Clark Avenue once the City obtains approval from the private land owner. Clark Avenue Subdivision February 22,2016—page 6 of 11 13.Board of Health a. The applicant shall comply with all requirements of the City of Salem Board of Health. b. The applicant shall provide the City Health Agent the name, address and telephone number of the project manager who will be on site and directly responsible for the construction of the project. c. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site certifies that the soil and ground water on the entire site meets the DEP standards for the proposed use. d. The developer shall adhere to the drainage plan as approved by the City Engineer. e. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or basting and shall send a copy of the exterminators invoice to the Health Agent. f. The developer shall maintain the area free from rodents throughout construction. g. The developer shall submit the City Health Agent a written plan for dust control and street sweeping which will occur during construction. h. The developer shall submit the City Health Agent a written plan for the containment and removal or debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. i. The Fire Department must approve the plan regarding access for firefighting. j. Noise levels from the resultant establishments generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels at the property line. k. The developer shall disclose in writing to the City Health Agent the origin of any fill material needed for the project. 1. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in an environmentally sound manner as described to the Board of Health. m. The developer shall install grease traps, to contain grease in gray water, prior to entering the city sewer system in developments with 10 or more units and in compliance with the requirements of the City Engineer. n. Radon mitigation systems shall be installed. o. The final construction shall comply with all requirements of the Massachusetts State Sanitary code. p. The developer shall notify the City Health Agents when the project is complete for final inspection and confirmation that the above conditions have been met. Clark Avenue Subdivision February 22,2016—page 7 of 11 14.Drainage Infrastructure Improvements a. The applicant shall complete drainage improvements at the intersection of Clark Avenue as depicted on the plan entitled "Proposed Drainage Improvement Plan in Salem, MA" dated December 16, 2015, revised January 27, 2016, prepared by Williams & Sparages. The drainage improvements shall be completed to the satisfaction of the City Engineer, including temporary pavement of the trenches, within ninety (90) days of work starting on the proposed subdivision site. Temporary paving shall remain and be maintained by the applicant, until the proposed subdivision is ready for final overlay at which time all final offsite overlay paving will be performed in conjunction with the final overlay of the subdivision. b. The pavement replacement program applied to Clark Avenue shall consist of V/2 inches of overlay paving per the limits of the Williams & Sparages plan referenced in paragraph a. above. Final grading of the top mix shall promote stormwater conveyance to the newly installed and existing drainage facilities on Clark Street and not cause any issues with existing driveways. Pavement will take place in conjunction with the final overlay being performed within the Woodlands Subdivision. c. If deemed necessary, prior to beginning the drainage improvement work the applicant shall file a Request for Determination of Applicability with the Salem Conservation Commission and a Notice of Intent. 15.Sewer a. The applicant shall pay One Hundred Thousand Dollars ($100,000.00) to the City for the performance of an Infiltration and Inflow Identification and Removal program for the approximately 2,700 linear foot sewer system to which the proposed subdivision shall discharge sewerage. This $100,000 payment equals a contribution of$3,846.15 per house in the proposed subdivision of 26 homes. b. Payments by the applicant to the City shall be made in accordance with the following schedule: i. $ 25,000.00 payable prior to the issuance of a building permit for the first house lot; ii. $ 25,000.00 payable prior to the issuance of a building permit for the eighth house lot; iii. $ 25,000.00 payable prior to the issuance of a building permit for the sixteenth house lot; and iv. $ 25,000.00 payable prior to the issuance of a building permit for the twenty- fourth house lot. Clark Avenue Subdivision February 22,2016—page 8 of 11 16.Fire Department a. The applicant shall comply with all requirements of the City of Salem Fire Department, including temporary access during construction. 17.Building Inspector a. The applicant shall comply with all requirements of the City of Salem Building Inspector. 18.Lighting a. Street lighting shall be in conformances with the plan dated August 17, 2015, and revised September 4, 2015; November 10, 2015; December 7, 2015 and January 22, 2016. b. Street lighting installation shall be reviewed and approved by the City Electrician. Street lights shall be outfitted with LED bulbs. The street lighting shall be the responsibility of the Applicant until such time as the City accepts the street. c. The Owner shall coordinate with the electric company and the City Electrician regarding the installation of street lighting within the Subdivision. 19.Noise a. HVAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate noise emanating from HVAC units if the Board of Health receives any complaints. Notwithstanding the foregoing, the guideline for reviewing such noise is that the broadband sound level should not increase by more than 10 dB (A) above the ambient levels measured at the property line. b. The method of screening HVAC units shall be submitted to the City Planner for review and approval prior to installation. 20.Pre-Construction Conference a. Prior to the start of work on the approved subdivision, a pre-construction conference shall be scheduled with the City Planner, the City Engineer (or his designee), the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre- construction conference. 21.Construction Practices a. All construction shall be carried out in accordance with the following conditions: i. All construction shall be carried out 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 . Clark Avenue Subdivision February 22,2016—page 9 of I 1 ii. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. iii. Drilling and blasting shall be limited to Monday — Friday between 8:00 a.m. and 5:00 p.m. There shall be no drilling or blasting, or rock hammering on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. iv. The pre-blast survey shall be extended to include the existing subsurface drain. V. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advanced notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. vi. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave direct and/or debris on surrounding roadways as they leave the site. vii. 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. viii. All construction vehicles left overnight at the site must be completely located on the site. ix. A Construction Management Plan and Construction Schedule shall be submitted by the applicant to the Building Inspector for review and approval prior to the issuance of a building permit. Including in this plan, but not limited to, shall be information regarding how equipment will be stores, a description of the construction staging areas and its location in relation to the site, and where the construction employees will pack their vehicles. 22.Blasting a. The applicant or argent shall distribute the flyers entitled, "Facts for Massachusetts Property Owners about Blasting" to all abutters within two hundred fifty (250) feet of the blasting area. 23. Construction Traffic a. With the exception of off-site improvements required as part of this decision, all construction will occur on site; no construction will occur or be staged within City right of ways. Any deviation from this shall be approved by the Department of Planning & Community Development prior to construction. b. A construction traffic management plan and schedule shall be submitted to the Department of Planning & Community Development for review and approval prior to the start of construction. Clark Avenue Subdivision February 22,2016—page 10 of I 1 c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 24.Progress Reports a. Upon the request of the Planning Board, the owner shall submit reports of the progress of the subdivision's completion. 25.Clerk of the Works a. A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as it deemed necessary by the City Planner. Notwithstanding the foregoing, the parties acknowledge the Project shall be subject to controlled construction, which requires oversight by licensed engineered and architects. Accordingly it is the understanding of the Board, the City Planner and the Applicant that the Clerk of the Works is expected to oversee and review all civil/site improvements related to the project located within the public way, including all utility connections to publicly owned infrastructure. It is also mutually understood that the expense associated with the Clerk of the Works shall be for a reasonable number of hours and at a customary rate of service. b. The applicant shall submit a construction plan to the City Planner each season, prior to starting work. c. The construction plan will be incorporated into the Clerk of the Works Task Order. No work shall start prior to an approved task order for these services. 26.Utilities a. The applicant shall have an engineer certify the utility plans for review by the City Engineer prior to the issuance of any Building permit. The utility plans shall be reviewed and approved by the Office of the City Engineer prior to the issuance of any Building Permit. b. All utilities shall be installed underground. c. A plan for sidewalks shall be submitted and approved by the City Engineer prior to the issuance of any Building Permit. d. The applicant shall install concrete sidewalks with vertical granite curbing throughout the subdivision, according to the approved plans. e. Any utility installation for housing lots shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. Clark Avenue Subdivision February 22,2016—page 11 of 11 27.As-built Plans a. As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. 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 the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. c. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets; as well as, any subsequent requirements by the City Engineer. 28.Violations a. Violation of any condition contained within this decision may result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that is 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 owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, C Ben J. Anerson, Chair Salem Planning Board Clark Avenue Subdivision February 22,2016—page I 1 of 11 27.As-built Plans a. As-built plans and Street Acceptance Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. 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 the final Certificate of Occupancy for the subdivision and/or the acceptance of any streets. c. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed andstamped by the design engineer, stating that the wort--was- completed in substantial compliance with the design drawing must be submitted,to the City Engineer prior to-zEthe issuance of the final Certificate of Occupancy fo>=the subdivision and/or the acceptance of any streets; as well as, any subsequent requirements by the Cit3FEngineer. = G 28.Violations a. Violation of any condition contained within this decision may result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that is 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 owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. y Sincerely, I i Ben J. Anerson, Chair Salem Planning Board i1 Clark Avenue Subdivision February 22,2016—page 5 of I I Cluster Special Permit. The easement documents shall allow for passive, non- motorized recreation and shall empower the City at its discretion, to make improvements to the trail system. b. The open space shall be opened for public use upon the issuance of the Certificate of Occupancy for the final dwelling or at such an earlier time as mutually agreed to by the applicant and the Board. 10.Salem Conservation Commission a. The applicant shall receive all necessary approvals from the Salem Conservation Commission prior to commencement of any work. 11.Trails — — a. Prior to the release of the-7final Certificate of Occupancy, the trail for the open space will be laid, flagged and completed by the Owner. The path shall consist of woodchip surface as it will have thelkast impact on the natural setting. b. Trail segments will be cleared by manual cutting of brush and tree saplings no greater than a 3 inch caliper to facilitate passage. All materials cut or cleared shall be chipped and left in place. No earthmoving, grading or mowing will occur. Small brush will be cut and dispersed into the underbrush for wildlife habitat value. No tracked vehicles or mechanical equipment (other than chippers, clippers, loppers, and small chain saws for the clearing) will be employed. c. Signage identifying the open space area is to be installed at the trailheads. Sign design and proposed location shall be submitted for approval to the City Planner prior to installation. 12.Safety Improvements a. The applicant has agreed to paint a crosswalk which will lead from the end of the sidewalk on the northeasterly side of Clark Avenue to the sidewalk on the southwesterly side of Clark Avenue (which continues to the intersection with Clark Street). The exact location shall be approved by the City's Police Safety Officer. b. The applicant has also agreed to paint a center line on a portion of existing Clark Avenue to guide motorists through the bend. The striping and signage shall be installed as shown on the "Proposed Traffic Marking & Signage Plan", dated February 1, 2016, prepared by Williams & Sparages. c. The applicant has agreed to repair the sidewalk as needed at the northerly end of Clark Avenue from the end of the existing granite curbing on Clark Avenue northerly to the intersection of Clark Avenue and Clark Street. d. The applicant shall work with the City and remove a the rock at 1 Clark Avenue and realigning the fence impeding sight distance on Clark Avenue once the City obtains approval from the private land owner. Clark Avenue Subdivision February 22,2016—page 6 of 11 13. Board of Health a. The applicant shall comply with all requirements of the City of Salem Board of Health. b. The applicant shall provide the City Health Agent the name, address and telephone number of the project manager who will be on site and directly responsible for the construction of the project. c. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site certifies that the soil and ground water on the entire site meets the DEP standards for the proposed use. d. —fl e developer shall adhere to the drainage plan as approeUby the City Engineer. e. =The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or basting and shall send a copy of the exterminators invoice to the Health Agent. f. The developer shall maintain the area free from rodents throughout construction. g. The developer shall submit the City Health Agent a written plan for dust control and street sweeping which will occur during construction. - h. The developer shall submit the City Health Agent a written plan for the containment and removal or debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. i. The Fire Department must approve the plan regarding access for firefighting. J. Noise levels from the resultant establishments generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels at the property line. k. The developer shall disclose in writing to the City Health Agent the origin of any fill material needed for the project. 1. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in an environmentally sound manner as described to the Board of Health. m. The developer shall install grease traps, to contain grease in gray water, prior to entering the city sewer system in developments with 10 or more units and in compliance with the requirements of the City Engineer. n. Radon mitigation systems shall be installed. o. The final construction shall comply with all requirements of the Massachusetts State Sanitary code. i p. The developer shall notify the City Health Agents when the project is complete for final inspection and confirmation that the above conditions have been met. Clark Avenue Subdivision February 22,2016—page 7 of 11 14.Drainage Infrastructure Improvements a. The applicant shall complete drainage improvements at the intersection of Clark Avenue as depicted on the plan entitled "Proposed Drainage Improvement Plan in Salem, MA" dated December 16, 2015, revised January 27, 2016; prepared by Williams & Sparages. The drainage improvements shall be completed to the satisfaction of the City Engineer, including temporary pavement of the trenches, within ninety (90) days of work starting on the proposed subdivision site. Temporary paving shall remain and be maintained by the applicant, until the proposed subdivision is ready for final overlay at which time all final offsite overlay paving will be performed in conjunction with the final overlay of the subdivision. b. The pavement replacement program applied to Clark Avenue shall- consist of 1%: inches of ove ay paving per the limits of the Williams & Sparages plaan referenced in paragraph a=above. Final grading of the top mix shall prom to stormwater conveyance to the newly installed and existing drainage facilities on Clark Street and not cause ani issues with existing driveways. Pavement wilLtake- place in conjunction with the final overlay being performed within the Woodlands Subdivision. c. If deemed necessary, prior to beginning the drainage improvement work the applicant shall file a Request for Determination of Applicability with the Salem Conservation Commission and a Notice of Intent. 15.Sewer a. The applicant shall pay One Hundred Thousand Dollars ($100,000.00) to the City for the performance of an Infiltration and Inflow Identification and Removal program for the approximately 2,700 linear foot sewer system to which the proposed subdivision shall discharge sewerage. This $100,000 payment equals a contribution of$3,846.15 per house in the proposed subdivision of 26 homes. b. Payments by the applicant to the City shall be made in accordance with the following schedule: i. $ 25,000.00 payable prior to the issuance of a building per for the first house lot; ii. $ 25,000.00 payable prior to the issuance of a building permit for the eighth house lot; iii. $ 25,000.00 payable prior to the issuance of a building permit for the sixteenth house lot; and iv. $ 25,000.00 payable prior to the issuance of a building permit for the twenty- fourth house lot. Clark Avenue Subdivision February 22,2016—page 8 of 11 16.Fire Department a. The applicant shall comply with all requirements of the City of Salem Fire Department, including temporary access during construction. 17.Building Inspector a. The applicant shall comply with all requirements of the City of Salem Building Inspector. 18.Lighting a. Street lighting shall be in conformances with the plan dated August 17, 2015, and revised September 4, 2015; November 10,_�Uf 5; December 7, 2015 and January 22, 2016. b. Street lighting installation shall be reviewed and approved by the City Electrician. Street lights shall be outfitted with LED-bulbs. The street lighting shall be the responsibility of the Applicant until such time-as the City accepts the street. c. The Owner shall coordinate with the electric company and the City Electrician regarding _ the installation of street lighting within the Subdivision. 19.Noise a. HVAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate noise emanating from HVAC units if the Board of Health receives any complaints. Notwithstanding the foregoing, the guideline for reviewing such noise is that the broadband sound level should not increase by more than 10 dB (A) above the ambient levels measured at the property line. b. The method of screening HVAC units shall be submitted to the City Planner for review and approval prior to installation. 20.Pre-Construction Conference a. Prior to the start of work on the approved subdivision, a pre-construction conference shall be scheduled with the City Planner, the City Engineer (or his designee), the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre- construction conference. 21.Construction Practices a. All construction shall be carried out in accordance with the following conditions: i. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, j regulations, and ordinances of the City of Salem. l Clark Avenue Subdivision February 22,2016—page 9 of 1 I I ii. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. iii. Drilling and blasting shall be limited to Monday — Friday between 8:00 a.m. and 5:00 p.m. There shall be no drilling or blasting, or rock hammering on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. iv. The pre-blast survey shall be extended to include the existing subsurface drain. V. All reasonable action shall be taken to minimize the negative effects of n construction on abutters. Advanced notice shall bA-provided to all abutters in writing at least 72 hours prior to commencement of-construction. E. All construction vehicles shall be cleaned prior to leaving the site so that they (I do not leave direct and/or debris on surrounding roadways as they leave the site. vii. All construction shall be performed in accordance with the Rules and h Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. -- viii. All construction vehicles left overnight at the site must be completely located on the site. ix. A Construction Management Plan and Construction Schedule shall be submitted by the applicant to the Building Inspector for review and approval prior to the issuance of a building permit. Including in this plan, but not limited to, shall be information regarding how equipment will be stores, a description of the construction staging areas and its location in relation to the site, and where the construction employees will pack their vehicles. 22.Blasting a. The applicant or argent shall distribute the flyers entitled, "Facts for Massachusetts Property Owners about Blasting" to all abutters within two hundred fifty (250) feet of the blasting area. ! i 23. Construction Traffic j a. With the exception of off-site improvements required as part of this decision, all construction will occur on site; no construction will occur or be staged within City right of ways. Any deviation from this shall be approved by the Department of !i Planning & Community Development prior to construction. a b. A construction traffic management plan and schedule shall be submitted to the Department of Planning & Community Development for review and approval prior to the start of construction. I� Claris Avenue Subdivision February 22,2016—page 10 of I 1 ` c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the Owner. d. The Owner shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. 24. Progress Reports a. Upon the request of the Planning Board, the owner shall submit reports of the progress of the subdivision's completion. 25.Clerk of the Works a. A Clerk of the Works shall be*ovided by the City, at the expense of the applicant, his successors or assigns, as it deemed necessary by the City Planner. Notwithstanding the foregoing,tli-e parties acknowledge the Project shall be subject to = + controlled construction, which requires oversight by licensed engineered and f architects. Accordingly it is the understanding of the Board, the City Planner and the Applicant that the Clerk of the Works is expected to oversee and review all civil/site — improvements related to the project located within the public way, including all utility connections to publicly owned infrastructure. It is also mutually understood that the expense associated with the Clerk of the Works shall be for a reasonable number of hours and at a customary rate of service. i b. The applicant shall submit a construction plan to the City Planner each season, prior to starting work. c. The construction plan will be incorporated into the Clerk of the Works Task Order. No work shall start prior to an approved task order for these services. 26. Utilities a. The applicant shall have an engineer certify the utility plans for review by the City Engineer prior to the issuance of any Building permit. The utility plans shall be reviewed and approved by the Office of the City Engineer prior to the issuance of any Building Permit. b. All utilities shall be installed underground. c. A plan for sidewalks shall be submitted and approved by the City Engineer prior to the issuance of any Building Permit. d. The applicant shall install concrete sidewalks with vertical granite curbing throughout the subdivision,according to the approved plans. e. Any utility installation for housing lots shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. DATE: June 21 , 2017 NOTICE OF PROJECT COMMENCEMENT NOTICE TO ABUTTERS OF WOODLANDS SUBDIVISION, CLARK AVE - SALEM, MASS. Please be advised that the above referenced subdivision has started with the initial activities to be as follows: • Survey and Layout • Mobilization of Equipment • Select Clearing and Installation of Erosion Controls During the upcoming weeks/months work will include: • Land Clearing • Stumping and Grubbing • Bulk Excavation • Drainage and Utility Installation We are aware of the inconvenience caused by Construction Activity in General and apologize in advance. Rest assured that we will do everything possible to minimize the impact of our activities on your neighborhood, .while at the same time constructing the project in accordance to the approved plans. If you have particular concerns that must be addressed, please call the Meninno Construction Office at 781-581-5333. Thank you in advance for your understanding and cooperation. Clark Avenue Subdivision February 22,2016—page 4 of 1 I The Owner shall either file a performance bond, a deposit of money or negotiable securities, or a tri-party agreement in an amount determined by the Board to be sufficient to cover the cost of all or any one phase of the sub- division of the improvements. Surety, if filed or deposited, shall be approved as to form and manner of execution by the City Solicitor and as to sureties by the City Treasurer and shall be contingent on the construction of the roadway through binder course. The amount of the surety shall be reasonably determined by the Engineering Department. The Owner may file a covenant to secure the 'construction of ways and services for the entire sub-division and said covenant may be partially released for phases of the sub-division by bond, surety or tri-party agreement being filed-49r-any phase or phases of the subdivision. ii. TimeFrome If such-ways and services are not completed within two (2) years.of the date of endorsement of the plan, approval of the plan may be rescinded unless an extension is granted by the Planning Board. The Planning Board acRnowtudges Mate timeframe and completion of the entire subdivision is anticipated to be two years, and will not unreasonably withhold extensions. 8. Homeowner's Association a. The Draft Home Owners Association Documents shall be submitted to the Department of Planning and Community Development, for reasonable review as to form and content prior to the issuance of any Certificates of Occupancy for the proposed dwellings. These documents shall include the following responsibilities: i. Ownership and/or maintenance of the storm water management system; ii. Ownership and/or maintenance of the trail system and open space (if the open space and trail system are not to be owned by the City of Salem). iii. Ownership and/or maintenance of walls located in the subdivision that are not situated on the lots in the sub-division. b. The City of Salem reserves the right to enforce the responsibilities and requirements of the Homeowner's Association documents. 9. Open Space a. Open Space as shown on the Plans and consisting of approximately 1.95 acres shall be perpetually preserved as open space. The Open Space shall be placed in a corporation or trust owned or to be owned by the owners of lots within the subdivision with provisions for limited easements for recreational use by residents of the City of Salem; provided that such ownership shall vest the Board sufficient rights to enforce compliance with restrictions imposed by the Board as a condition of its Clark Avenue Subdivision February 22,2016—page 3 of i. Section IV A.4.a: Maximum Length of Dead-end Streets is waived to allow a length of 1089.03 feet based on the requirement for the installation of sprinkler systems in the dwellings. ii. Section IV A.Lf: Minimum centerline radii of two hundred thirty feet for a curved street. iii. Section IV: Right of way improvements which require street trees to be 3.5 inches caliper, 30 feet on center, in place thereof allow 2 trees per lot. iv. Section IV A.2.a.: Minimum width of sidewalk for a minor/deadend street 5 feet, in place thereof allow a 4 foot concrete sidewalk with a grass strip of no less than 3.5 feet on each side. b. In the judgment of the Planning Boar;the granting of the above waivers is in the = public interest and consistent with the intent of the subdivision control law. 6. Transfer of Ownership a. Within five days of transfer of ownership of the subdivision, the Owner shall notify the Board in writing of the new owners name and address. This shall not include the I sale of lots within the subdivision in the ordinary course of business, but only a sale of the entire subdivision. The terms, conditions, restrictions and/or requirements of ` this decision shall be binding on the Owner and its successors and/or assigns. 7. Security (Section III(B)(5) of the Subdivision Regulations) a. Prior to the release of any lots for sale or building, the Planning Board shall require that an acceptable form of surety is posted along with a proposed schedule of releases. If partial release of surety is to be requested, the Planning Board may, at its discretion, require deposits to be broken down in amounts of anticipated requests for release. The applicant agrees to complete the required improvements in accordance with Section V of the Subdivision Regulations for the subdivision. Such construction and installation is to be secured by one and/or in part by the other of the following methods which may from time to time be varied by the applicant with the reasonable approval of the Planning Board. b. Endorsement of Approval with Covenant The Owner shall file a covenant, prior to endorsement by the Planning Board, executed and to be duly recorded with the Subdivision Plans by the owner of record, which instrument shall the land, and shall state such ways and services shown on the approved plans dated August 17, 2015, and revised September 4, 2015; November 10, 2015; December 7, 2015 and January 22, 2016 shall be provided to serve any and all lots before any lot may be built upon or conveyed, other than by mortgage; and deed; and/or i. Endorsement of Approval with Bonds, Surety or Tri-Party Agreement CITY OF SALEM PLANNING BOARD ..h FEB 21 CITY CLC ,1 . Form C—Decision Definitive Subdivision Decision, Stormwater Permit, and Cluster Residential Development Special Permit Clark Avenue (Map 6 Lots 7, 8 and 9) February 22, 2016 — is Serafini, Darling and Correnti, LLP C/o Attorney Correnti b3_Federal Street Salem, Massachusetts 01970 _ RE: Decision of the Clark Avenue Subdivision—Form C (Map 6, Lots 7, 8, and 9) On September 17, 2015, the Salem Planning Board opened a Public Hearing for a proposal submitted by NSD Realty Trust (hereafter referred to as "applicant") to allow the construction of a roadway to serve twenty-six (26) residential lots on Clark Avenue, ! Assessors Map 6, Lots 7, 8, and 9. The public hearing for the Definitive Subdivision, Form 4 C and Cluster Residential Special Permit was continued to October 15, 2015. At the October 15, 2015, public hearing the Salem Planning Board opened a Public Hearing for the proposal l! of a Stormwater Permit to allow for activity that results in a land disturbance greater than one acre of land within the City of Salem for the subject subdivision. The Cluster Residential Special Permit and Stormwater Permit were continued to the November 19, 2015, December 3, 2015, December 17, 2015, January 7, 2016, January 21, 2016, February 4, 2016, and February 18, 2016. At the regularly scheduled Planning Board meeting on February 18, 2016, the public hearing for the Form C-Definitive Subdivision, Cluster Residential Development Special Permit, Stormwater was closed and the Board voted Seven (7) in favor, (Ben Anderson, Matt Veno, Helen Sides, Kirt Rieder, Carole Hamilton, Dale Yale, and Noah Koretz) none opposed, to approve the project. Furthermore the Board finds that all standards for the issuance of the Special Permits has been met by the Owner and that the Plan is in harmony with the purpose and intent of the Zoning Ordinance and would not result in a net negative environmental impact. The Board finds that the subdivision meets the purposes of cluster residential development because the plan is in harmony with the purpose and intent of the Zoning Ordinance to protect and promote health, safety, convenience, and general welfare of the inhabitants of the city and will not result in a net negative environmental impact. The Board finds that the subdivision meets the purposes of residential development because it promotes the more efficient use of land in harmony with existing natural features. i Clark Avenue Subdivision February 22,2016—page 2 of I I The Board recognized that the building lots created and the buildings to be constructed thereon may have dimensional controls and density regulations varying from those otherwise permitted by the ordinance or by-law and the approvals are subject to the allowing conditions and waivers and/or relief: 1. Conformance with the Plan a. Work shall conform to the set of plans containing sheets 1 through 11, entitled; "The Woodlands", and prepared by Williams and Sparages, 189 North Main Street, Suite 101, Middleton, MA 01949, dated August 17, 2015, and revised September 4, 2015; November 10, 2015; December 7, 2015; and January 22, 2016 and the landscaping plans entitled, "Clark Arenue•Entry Perspective" and "Entry Planting Plan" -dated December 2, 2015 prepared by LeBlanc Jones Architects, Inc. 2. Endorsement of the Plans a. Following the statutory twenty (20) day appeal period, the Planning -Board_will endorse the original subdivision plans, subject to conditions of this decision, which shall be recorded at the South Essex Registry of Deeds. Prior to endorsement of the plans, the following items must be submitted for approval by the Planning Board: - i. A covenant to secure the construction of ways and installation of municipal services, including required description of mortgages and assents of mortgagees. ii. Acceptable form of grants of easements, if applicable. iii. This decision shall be referenced on the original plans prior to the endorsement by the Planning Board; the decision shall be recorded with the plans at the Essex South Registry of Deeds. 3. Amendments a. Any modification to the approved plans must receive the prior approval of the Planning Board unless deemed insignificant by the City Planner. Any waiver of conditions contained within this decision shall require approval of the Planning Board. 4. Subdivision Regulations a. The Subdivision shall be constructed in accordance with the requirements of the Subdivision Rules and Regulations and any other applicable regulations as affected by this decision. 5. Waivers a. In approving the Plans, the Board is hereby granting the following waivers of the Subdivision Rules and Regulations: DATE: June 21, 2017 NOTICE OF PROJECT COMMENCEMENT NOTICE TO ABUTTERS OF WOODLANDS SUBDIVISION, CLARK AVE - SALEM, MASS. Please be advised that the above referenced subdivision has started with the initial activities to be as follows: • Survey and Layout • Mobilization of Equipment • Select Clearing and Installation of Erosion Controls During the upcoming weeks/months work will include: • Land Clearing • Stumping and Grubbing • Bulk Excavation • Drainage and Utility Installation We are aware of the inconvenience caused by Construction Activity in General and apologize in advance. Rest assured that we will do everything possible to minimize the impact of our activities on your neighborhood, while at the same time constructing the project in accordance to the approved plans. If you have particular concerns that must be addressed, please call the Meninno Construction Office at 781-581-5333. Thank you in advance for your understanding and cooperation. N LIST OF WAVERS REQUESTED CLERKS CERTFKATOH ON THE PLAIN I.SECTHNJ N a.I NT ICH REWIRES A MINIMUM CiMERLINE RAMI OF ThO HUNDRED THIRTY DATE: _— (23W) FES FOR CLONED STREETS. ASD. IN PLACE THEREOF. ALLM THE RONONAY LAYOUT AS I ----------- SHONN OV FLAKE. I. OF THE COY OF SALEM, OU j9 HEREBY CERTIh TINT THE NOTICE OF APPRXYA OF 11.5 PIM.'BY bA-4.09Y 2.SEC1N N A.e WHICH REWIRES CVL-DE-SVC STRESS TIM TO EXCEED 500 FEET IN :HE PUNNING BOARD w5 BEEN RECENED AHD REZOOROED AT THIS LENGTH, AND IN PLACE THEREOF,ALLOW A LENGTH OF 1009.03"0 FOR ROAD AS SHOWN OFFICE AND THAT NO APP-AI.WAS RECEMO WRING THE TWENTY Y ON PLANE. DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. 3.SECTIW N RIGHT OF MAY IMOY PREWENS CT WHICH REWIRESTR STREET TREES TO BE 3 1" 1 CALIPER, X FELT ON CENTER. AND. " PUCE THEREOF ALLON TMD (2) TREES PER LOT. C.tt CLERK NOTE: THE APPLICANT RESERVES THE RIGHT TO AAEND THIS LIST OURWG THE PERMIT PROCESS. 40 �� IDQS 4pT 1 CERTE THAT HIVE CONFORMED OF THE RULES AND REGULATIONS 11 OF THE REGISTERS OF DE-ES n LOCUS PREPARING THIS PUN. / 1FM611E H. /_ / / 1 NOTES: / "T-. i AMAOF,^Pwr Di mM,' / AU-s UU /ate u.a / T ) w1LLw.Ls @ SPARAGES LLC A \�- L[eM., /TTA L.nNHo/L9RR.IUK M. / AM a Esw / J 1. VERTICAL DATUM UNKNOWN (SEE NOTE 2) ; / Pl-MtJ / %ONLI; O)-W,�L T/ T� .CATH•u. 1 LEGEND OF SYMBOLS AND ABBREVUTIONS Z. EXISTING TOPOGM AND UTILITIES ARE AS SHOWN EVIW ON THE PFSLv �� I o7-oom 1 reI-TXXN I APPROVED OEFII SUBOFTSION BY THE CITY OF SALEM (MARCH 3, 2008 (\\ //AJGHUm L DTMr 1 DECISICN) ENTITLED "DEFINITNE SU WSMON PUN, CHAPEL HILL. SALEM, V i m-oIn u GAS pTt 3 MASS+CHUSETTS" DALO TNNE 28. 2006 REVISED THROUGH OCTOBER 26. i� 2007 BY EASTERN LAND SURVEY. \ / MOnITORWL WELL Lr 3.NUGES.O RESOURCE AREA,BOUNDARIES MERE DEUNEATED BY wLltxMS R / ;A 2 3 nK HYDRANT A THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIMxG AND / Y/\ 1 4 OPEN SPACE 1 W+TER CAT: Ti DETERMINING THE LOCATION. SIZE AND ELEVATION OF ALL EXISTING UTUTIES. [ \ e �. LL 'N CATCH BAST, ((RAH) SHOIKN OR NOT SHOWN ON THESE AM 5. PRIOR TO AM CONSTRUCTION. (\/y P e 5 THE ENGINEER SIMBE NOTIFIED IN RITINC OF MY UTILITIES FWND INTERFERING MTH THE PROPOSED CONSTRUCTION MD APPROPRIATE / UTILITY PDXREMEDIALACTON BEFORE PROCEEDING WITH THE M9RK. 5. MEKNES CM INTO EXISTwG PAVEMENT BE HEAT PATCHED. / O S 13 14 DEN/6 DRA MAN ME O 6. M WATER MANL S SHA BE B" DIAMETER CUSS 52 CEMENT UNA) SJ7' TIC- qq,Q,O DUCTILE IRON (C.".1. ) 72 15 ] TR./ LEC.MANHOLE �R 7.Al GRAVTIY SEWER LINES SHALL BE B" DIAMETER SDR 35 PVC PWC 16 8 9 10 11 SANTA MAHNOLE B. wA". AND SEWER WALL BE CONSTRAISEO WITH A MINIMUM HORIZONTAL C c CONCRETE SEPARATION OF 10 FEET. A MINIMUM VERTUJ. SEPARAWN Or 16 INCHES / TRAx]01ST 1] SOON • STORE BOUND DRC.HOME SMALL BE "WANTED WHERE MATER MC SEWER IwES CRESS. / pCALTL TRUST / THE) . FOUND 9. ALL STORM DRAYS SHAUL BE WEN-DENSITY PWTETNTLENE PIPE (HOPE) `� ae-DDIR / 18 HCR . mANDCAP RAMP UNLESS OIHERATSE NOTED ON PLAN. �,`A , / N/r . NON OR FDRMMrt 10. MINIMUM PITCH FOR ALL DRNN LANES SNLLE BE O.Sx 19 24 COx4INnlId LPCD IRON NO 11. ELECTRIC. GAS. TELEPHONE AND CABLE T.V. SERVICES SHALL BE / INSTALLED UNDERGROUH UND ACCORDANCE WITH THE APPROPRIATE UTQ HAVING UIY oa-ao0�� 25 AGENCY NG JURISDICTION. 26 EXISTING CONTORT 12, STREET TREES SIAL BE POURED AT TIO (2) PER LOT UNLESS , \ 20 < 23 PN>5[D COIrtpM OTHERSE NOTED ON PLAN, SEE REOUESTED WAVER. RO MR - 13. ETRE ALMA BOX E REGUIREM IS LOCATION(S)CIT) F SA BE A \ // O 21 22 - - � _ _ _ _ _ DEPART ACCORDANCE WITH THE REONPEMEMS OF THE ❑N OF SAES ORE 'T EOR[AL P+vEMENT DEPAMUEM. _ _ KRIKAL WNIT[CURB WS 14. TRAJSRgHS FROM THE PROPOSED ROADMAVS IMO ORTWNAYS SHALL BE O "RCPOSm LLi FUND -.—•—•—•- MADE USING RADIUS GRANITE WR85. J./ PRNOSFD SPOT EI£'+nOH O 15. STREET NOW INSTAW1gN (TO BE SHOWN AL A LATEST DATE) SMALL BE \ � aAnA e IN ACCORDANCE MITH THE CITY OF SALEM DEPARTMENT Or PUBLIC WORKS. ISNnJK AmrD SURFACE D8x DIRECTION s OR. OTHER APPRO LNG AUTHORT', �/ a6-ODI] 16. TRE SUBJECT PROPERTY ODES NOT UE WITHIN A SPECIAL FLOOD SA HAZARD MEASIC; SRMU SUBJECT ro INUNDATION Br THE 1x MNAAL • OPEN SPACE 2 27 RECEIVED CHANCE FLOOD AS SHOWN ON FLOOD IHSURANCE LUTE MAP NUMBER \ \VS w•R`R^� RTR Y 25009LOSSIG; ALM REVISED JOLT 18. 2010. �j10. J10M AUG 2 12015 Iv K MAKS C CRY OF SALEM O PLANNING BOARD IL I 1 & i �`e DA[ No. vLYWUH /D AFLKUT ------- INDEX PLAN g =DIRKS "THE WOODLANDS" SUBDIVISION DA_G917 PLAN SET INDEX —_ SALEM, MASSACHUSETTS SHEET 1: INDEX PLAN E RCOD D' S LYNN. LA 01901 SHEET 2-3: DEFINITIVE PLANS _ LOU. 3605s.uosB.36w7 (Ca--------------- SHEET 4-5: DEFINITIVE PLAN & PROFILES sDa SPARAGES WII.I.IAMS LYNN. w 01905 ALR NORM 4Ap3MT SHEET 6-7: TOPOGRAPHIC PLANS K TIKRIDI SHEET. 8-10: DETAIL SHEETS CLARK wiM. MA r^ MxEa 4A91w q — eCC ccnRS R FFR NC : J FIroHD OFO f7rmu f! MAP 6 PMEIS >. 0 t 9 FAX:O>O sisaxm V 4W W 16W INDEX SHEET 1 OF 1 W DATE: w SCALE-I_.BD' SHEET 1 OF 10 � - AucLTST Ia,za15 d / \ / JEMETTE H. TORiON GEORGE N. k / / O>-OOJ9 / µFRED A: JOAry / / GP4 L. MMIO I 1 ♦] FRARCES LUC"O JOSERN A / ♦ 07_0007 / LOU16E P. St. rSON I Pµl PAULERE.JOHN / 07-0003 / LORMNE M. / / .D ♦ GANEST I @ EUHYSEnS10)-0So �U ♦♦ 07-0002 w4W V. MONROE. JP. If / 07-0086 / ESMN QDE-GAOR 07-00 0Iynl 03-O1S7 ♦♦{\\ sarxaya p3- A ♦ Y wl,w Lwm ♦♦ �i:yC Iw0< i>ayabai ENRUENT OPEN SPACE 1 / / •9 •fit +`\ LOT 2 B am'J'A,Z AREA=168,388 S.F. I CEROFT TWT Iur CONFORMED 5;45 7.897 S.I. Iq 2 7�S.F. m, ' OlF THE REGISTERS OF DEEDST1.4 \ , a 44.1003 S.F. WETLANDS, THE � AND PREPn NG THIS PIAN. n:uo° i.eUb>>'w- LOT ♦ •>\ ___ LOT 1 A N\� ,u\ o]Aa 8.141.am ),492 SF. r. ? ea WILLW45 @ SPARAGES LLC J1 7,805 S.i. a _ LOT 5 ]I f` 'A • Ni,1]C] L• WO a\ � ).e21 JEFFREY M. R PB ROE•OOIt 'IIE+ `]•�` •\a>S 4.;,'}'m OO/�.(A/ m '•t i.5`/dy> _ QF. / ELLEN T. RENATO��'� QC♦/ D�yS]` a aL\t �roV : �•}a, 4 ROME AT d D.,pO L6 E.102 EAYR, '\\ EAS-- �d�/ \6 \ ,� <• .^ LOT 13 .203 I^ s r ) S.F. \\{d yL �°a` CFF( OF SALEM A\�' Y LOT 14 (.<q PLANNING BOARD EnZ .8� DP•.p- \• 4 '°4, ^\ 12.A33 $.F. °�•' 9T < -OR''� °••>O° �• ��\ �b.Z •m.,p \ •'1h m a-b ♦ me1°4 4-pRm. ff LOT 12 ') / ♦ - LOT 15 ''">a� a4,m8_J4 dd\xrasaE'oOro 2\3T8et.=.�11�,-1-2•7 eoiTSaai•S\bt ♦ ^".\• •bFd ws � 2.973 S.F.a�„_ 10.245 S.F. h. •:^b. �a+,�,a'>o a .F•07.L2O96T S7.F. Y 6.SO0T sS8eFr.aem4wlte19 `II 8aL)eOj8�8T PS:,x Ix I9 . 5.1F Ah—l- JLOT 16 LOT 10 . y \ 6.782 S.F. /-9 6• a?;W .Pe'>p•�•., a•Ab n°_=blJlr a_, aem- 4 8 R A e LOT 17f. w. °0 _N 4 �. 98„8 ^'q-A' m• aww 4233 S.F. 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'R^ e=\X+a _ ' LOT 6w 22 � O:6�a•0D` TION R _ a6jts� LOT 21 I SCALED LOCA 1 hr�i •� /qy� SY 9,w4 S.F. ' a f—Iry LE LE NE jj \ �Y �\ t a,• a4t 8 l �T•F • O 0- °wOH A CALL HOLE TO ME ND °RE SET. CURNS CERTIFICATION ON THE PIAN m�nill ® L CIJERN OF THE CRYOF S M. DO ui S HEREEN CERRFY THAT THE NOTICE OF ARPREMA OF Tw5 PUN M :]ll THE PINNING 9AAFD HAS BEEN RECENEO AND RECORDED AT TITS / 3 OFFICE AHD RUT NO MPFAL HA$ RECENED DURUIG TINE IMEMY SOMA! AI DAY6 NEXT AFTER SUCH RECEIPT MD RECORDING OF SND NOTICE. ISAOELLE wiMO 1' L xa RLVdPI GATE 06-0015 el DEFINITIVE PLAN e --- ntt aERX q "THE WOODLANDS'SUBDIVISION T `ry' ay C .•eJ r SALEM, MASSACHUSETTS LOT 27 R� sul�DR6COLL ET u 14).992 SF. 18 wA E ROAD c 8 [PTS NA 38055,36056.3605) /'�- [ ZONE: ONE-°EEA LLT wousrRlAL RCNe°i"'iIFNi OPEN SPACE 2 NSD REALr. Rust --� 14x S WILLIAMS S Aorn ICANT: (RI) 0) (RI)UNSTER AREA=135,070 S.F. 76 ONORUE S1RER .m (47.5003 S.F. WETLANDS) LYNN. 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OUTER EDGE OF SAUCER -' " Np. vivbOK DATE 1+ KEEP MULCH 2-FROM ' TRUNK \ •.N::^t)�;=:.MAL M,IN. BDMIDER ---------- DETAIL SHEET R Ex151WG GRADE B• MIN CLEARANCE 12" U. SEE GROUND SIDE SCOLD —_ CUT Nro REMOVE BURLAP NOTE 1 BELaw - - "THE WOODLANDS" SUBDIVISION FROM toP 1/3 OF W PREENED GRAvfL LOu`iTEL - ,!•, Pi0PO5E0 " - ROOT BALL. IF PREENED GRAVEL RLAfLO Af.ANSi ?�CRIKHN)�V SALEM, MASSACHUSETTS p - nONBgOEGRIV IE. UNDISTURBED SIM AND BOTTOM OF SroYE Y GRADE & 4 .. REUWE COMPLETELY. TRENCH. SEE NOTE 1 .: ::: BARBER DRSCOL ET A. e SLOPE SIDES OF HOLE SEWER OR DRAM B' uM SCREENED CRAWL BEDDING BACKFILL AS PER BEIDE' OUTSIDE DIAMETER OF RPE. �;- LYNN, W 01901 SPECIFIGTbN '-�F'"r=" ":;:r„ 12" MINIUVY LC C_RTS 36055.3W563605) `.Irti S I I uN015TURBED ENrtn DATE: _ ---_ SPATIA MS f fF DO NOT ENUVATE BELDw ••..a.:•: CC THREE ♦LUES wUXH OF ROOTBALL RCOTBµL. NOTES : V _ :1 Z:.:;::•.. M76 Uf STREET ET SP Gw ' LYNN. w 01905 I. FOR MKS OTHER 1. PVC. 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MADE FDAIB is TO BC MOD TO u.KC a e CONCRETE COLLAR :�. uw.0"Mi TOP P Nw SVPRICA 10 PROL'K Qf.pC AD,MNZ.lS TO BE PRECOOLLE FIBER 12-.01MPS M:NX�5 TO -}0 LOAD FOR CRAMADNSIMEM SECKX PRECAST TRANSMON EON%Y YC OI X vpP 10 BE i SECT OR BARREL RSw Yc1bx .a"zI-DANCTER PRECAST CAST IN INSER INSET PPE ' SECT WRy FASCIST OP SLAB OT KE PANEL. ORRIETE RUBBER "0"GK INMLTRAIIpV BASIN 1pAp gDDi PANEL MM pURCE GASKET OR PR'-- FORMED REFORMED ftE%19LE IV:P11A1 .21 EI CE RPC /-JOINT $FAWfT lMl •}'4CARANCF RIYR YCllw w',c,RIS MANHOLE NGS A EAT.BASH,RAP NOT. DI16 DE OF PoeE u •s'••.o VMVPLES OF 'a L� .}'ELE.RAHOE 1.}.3.A.5 OR 6 FT BAY SCCRw Wi9pE OF RPE .21I N.INO•• 2'EILARANEE LENGTHS AS REO'D wT SI.YD OR.KL U�.-- _ -0"UNLESS OMERNSE UNDs1DRBEp EARN INDICATED ON DRAMNGS [.iCX 6.9x IPAP SECTION. \ - BAY Ycnw (2)DR.. y, DE OMITS SERVE MVM SCREENED fAAH1 UNd51VNYJ EARN \ •.... . : ...I. AAAA I I 2" MINIMUM SCREENED GRA EL PRECAST DOUBLE—GRATE CATCH BASIN rWMIAN q�T 0 R AIN O R A IX � DETAIL °°NAS u}ws^'Rsm E'LPTM TwCILNE55 OF BOTTON SLAB (NOT i0 SCML) 3 MINIROM CONCRETE FILL SHALL NOT BE LESS TINH OCUBLE GRATE I I ME MANHOLE BARREL PRECAST CATCH BASIN SECTOR ALL WHKH RIS GRFAIERTOP S� DETAIL UNOSIURBED EMIR PREEJSi CAtOI BASIN (NOT 10 SCALE) FRAVE SINGLE CRATE PLAN PRECAST DRAIN MANHOLE LRD:O STRAPS OUTLET CONTROL STRUCTURE DETAIL D E DETAIL (NET iD SCALE) (NOT TO SCALE) CITY OF SALEM -TuuOF SCK PAWNING BOARD THE DD1T[BE1N'FFA MC .WO RLYE 1 CATITY RTHATULE I WALE CONFORMED OFE RULES MO REGULATIONS OF IXC REOSTEPS OF DEEDS IN PREDNONG M15 PUN. MAN SECTOR CLERKS CERiU1GIpH ON THE PUN WILLIAMS & SPARACES LLC WE. _ GRATE LIFTING STRAP ti o' SECTION EATw RATE eA9N O - 1. CLERK OF THE CRY OF SALEM.DO - FRAME NAftp ABPL THE HEREBY CERDFY THAT THE HOME OF MPROJN OF THIS PINI BT O. LOALA SiRMS AHD }'-o' o' }'-p• THE "NTNG BOARD HAS BEEN RECENED AND RECORDED AT THIS B¢OH MC LR1WG -- OiiICE AND TINT NO MPEAE WAS RECENEO DURING THE TWENTY I .• STRAPS. Mv5 RM SRECENT MV RECORDING OF SAID NOME I(• • . T EXT MVCH CCLERK -- M K DATA 1 OPEN iMDM GIANTS SED.TRAP OR tlIXB HLET YC,gHEOUN ORAL TIIXOAi q/ TE I CVRB RPLI YCTMN ELEVATION CATCH BASIN SEDIMENT TRAP DAT` PREF DETAIL CATCH 9) PRECAST (HOT TO SCALE) BASIN SECTION CATC ; BASIN -A OPEN Tqn,GRANITE SECR eLeN ON CMB INLET YRgx -A "a 3 FW EATEN BASIN FRAME ELAK AND EAYAR GRATE'EMPON . . 1e" LKHzpp OR APPORwEp EauAL . (o Lw POINTS VSE LF20I OPENOLIN]p�e rtgN HD. REV6KTN PATE EAT.BASH FRAME AND w.TE SHALL BE.ODEL DETAIL SHEET '.'• •.::: . . BRIE S AAD ypR,M Lv_z..e-z FRFLE MTN LNIM wATES ON SLOPES ro BE Msm,o MAKE AND TF}.B-}GRATES a u.POINTS B.LEBARaN "THE WOODLANDS"$UBDIVSION $ FRAME Y GRATE I }.' I ®OCIfS AIm LIg1NR }S•• GRACE DONS m (YOI.Pa11 ENDER EMi4�WWI T.1" croRAo�c a" YLON HASH RAKuwU OWNE(L SALEM, MASSACHUSETTS BRKKS ANO..% BARBNN DRISCCU ET K .•.• lO BE LISTEN) K IS WALIACC RON .e•:1•ouuETw .B"zl-Durtirn •.B-SH-awETCR •1: •.}} w.DE ADRAs,MD+ls LYNN. .01", � '•m-**A PODS e FRAME a Q%A' LC CERIS 30055.36058.36057 •S ll Lltlla % CATCH BASIN CATCH BASIN ECAST PREC0.5i GRADE AOUYH4HR5 CATCH BASIN N5J•'a TO PRECAST pU�TRUST + ,S13J-LEy-LL,TLJ CATCH BASIN ® .B"21'DuuERR 36.. MA 0 STREET ET WPON SECTION _ EIEYeLON SECTION eFAt LYNN, C 01905 ..+v S PROJECT IInENE HAN f�Frn @ A A A_A O CLARK MENUS SALEM. W HfLMTOHt W 01MR INSf GRANITE CURB INLET GRANITE CURB INLET r MAP 6 PmM R5 7. a N : S F=0am I'MED RRR H' uM 6505- }. B tr 9 NO D611053 R®Lw H DETAIL DETAIL + N R SCALE:NOT M SCALE DETAIL SHEET 30F3 (HT TO (NoF E�ESNGLE GUM MI pRATAUGUST 14,1015 SHEET 10 OF 10 S N LIST OF WAVERS REOUESTED CLERKS CCRTdKARON O THE PUN I.SEO110N N AI.! WI-ICH RMU3RCS A MINIMUM CENIERLNE RADII OF iW0 HUNDRED THIRTY DATE: �p� (230) FEET FOR CURVED STREETS. MD, N PALE THEREOF,ALLOW THE ROADWAY LAYOUT AS v d+ SHOWN OV P'.N6. IN CLERK OF THE GRY OF SALEM. DO lg ERESv CC"FV THAT THE NOTICE OF APPRDvµOF T15 PUN BY i 2.MCION N A.C.P WHICH RCOUIRES CVL-DE-SAC STREETS NOT TO EXCEED 5W FEET IN :, PLANNING BOARD LKS BE_N R_CEIVEO AND RECOFOEO AT THIS LENGTH,AND W PUCE THEREOF.ALLOW A UNGTH OF 1069.01 FEET FOR ROAD AS SHOWN OFFICE AND THAT NO APP--AL WAS RECEIVED DURING THE TWMW Y ON PUNS, TAWS NEAT AFTER SUCH RECOPT AND RECORDING M SAID NOTICE. 3.SECTK)N N RIGHT OF WAW IuPROVEUEWTS POLICY WHICH REQUIRES STREET TREES TO BE 3 j" --- __---_- 1 CAUPCR. 30 FEET ON CENTER. AND. IN PUCE THEREOF ALLOW TWO (2) TREES PER LOT. CT CLERI( NOTE: THE APPU ANT RESERVES THE RIGHT TO MEND THIS LIST DURING THE PERMIT PROCESS. ( I CERO'F THAT I HAVE CONFORMED G W,TH THE RULES AND REGULATIONS s OF THIE REGISTERS OF DEcJS IN wc THIS PAN. LOCUS _____ _ AIIR[0 a ALM X / / I`AI wILLwAS k SPpRAGES LLC NOTES: // ��_ m-aaw BUDSCHH / °won ANN. /amara. 1. VERTICAL DATUM UNKNOVN SEE NOTE 2) // ' O)- BOO" IN 2. "WING TOPOGRAPHY AND UOUOES ARE AS SHOWN ON THE PREVIOUSLY // / D)-Dose roalc�ow j LEGEND OF SYMBOLS AND ABBRENATIONS (/\� R)-mol DEPRIVED DEFILED WBOMSW ED THE CITY N. HAPS (MARCH 3. 2006 DECISION) ENTITLED TEFINNNE SU80m5UN PIAN, CHAPEL HILL. SAl£u, GS GTE C NASSACHUSETTY BATED JUNE 26. 2006 REMISED THROUGH OCTOBER 26. / 2OC) BY EAWERN LAND SURVEY. / \ / NDNWORNG WOOL 4 3. WTTLAND RESOURCE AREA,BWxOMIES WERC DEUMCAIED BY WILLIAMS h // 2 3 ORE HYDRANT SPARAGES. / A. THE CONTRACTOR SIULL SE RESPONSIBLE FOR VERIMNG AND / / 1 4 OPEN SPACE 1 WATER Gs TF DEIEFMINNG THE IAGTIOV. SIZE AND EIEVATbN OF ALL EXISTING UTILITIES. / +UnxW N. CATCH 1MLY'(wuxl D SF.OWN OR NOT SHOWN ON THESE PLANS. PRIOR TO ANY CONSIRUCTION. W i 5 THE ENGINEER SHALL BE NOTIFIED IN'WRITING OF ANY UTILITIES FWND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATEmin Cy 02 6 REMEDIAL ACTION BEFORE PROCEEDING WITH THE WORK. uME 0 � 5. TRENCHES CUT INTO "WING PAVEMENT BE HEAT PATCHED. WO 13 6 LSM POLE O 6. ALL WATER INS SHALL. BE B-DIAMETER CUSS 52 CEMENT LINED 14 DRMN Mu1xOlE �qOD DUCTILE IRON (C.LO.1. ) 12 15 7V' iCl./C120. wxxaE 5 ), µl GW.VT' SEWER ONES SHALL BE 8' DIAMETER SDR ]S PVC %'C. 16 6 9 lO 11 5EWD1 MANHOLE S.SEPARATION MO SEWER SHALL UI CONSTRUCTED MAIM A OF IS INGI)RAL CONI CONCRIETE SEPARATION OF 10 FEET, A WATER vCRSEWE SEPARATION G OF 1B INCHES _ SHALL BE uAIMA1NED WHERE WATER ANC SEWER LANES GROSS. / p mI• 17 TWO S W BIKINI)D10LL ICIF /^\ .y RTALIY 1RY51 / TWO - FOUND 9. ALL STORM DSEUNS SMLL RE RICH-OENSl' POLWEi1nLENE POPE (HDPE) `` RL-m:n UNLESS OTHERwSE NOTED ON ELAN. � 16 HITS HA10.CAP Rua $�.j N/F. NOW 011 fORMDILY 10. MINIMUM PITON FOR µl BRAIN UnES 5Hµ1 BE 0.5% / T^ �:/nME 19 �N pµa0y 24 NNYINA)KW OM: . PON ROB INS ALLED IC.UN CASERG LAND IN A OD CABLE T.V. SERVICES SHAEL BE O INSTALLED EO UNDER'..FOUND N ACCORDANCE wRX THE APPROPRIATE UTILITY m-001) — .A_ 2S 26 mmitb" iR`L — —Y— _ 12. STREET WNNG S SHALLDON. )A' OWING CprtaP 12. STREET TREES ON PL 6E EMITTED AT ED (2) PER LOT UNLESS 1 `Ef OTHERN3E NOTED ON PLAN. SEE RCWESTED WUVER. � \ 20 23 � PROPOSED W1rtOVR --�•�}-- 13. FIRE AURY BOX INSTALLATION AND LOCATION(S) SHALL BE IN 22 _ ECCE G,PAWMEN" - - - a - - ACCORDANCE WITH THE FEWIREMENTS OF THE CRY OF SALEM FIRE ` X O 21 SF — DEPARTMENT. \V. \ _ _ KMYK GRANIR GIRe WC' 14. TRANSITIONS FROM THE PROPOSED ROADWAYS IMO ORN£WAYS SHALL BE O ` PROPoSCD SILT KMC —.—.—.—.— MADE USING RADIUS GRANITE CURBS. PROPOSED SPOT E12VDId Q 15. STREET CE IH THE Cp (i0 6E MSHOWNDEP AT A LATER UBU SNI.µ BE \ SIFNA IN ACCORDANCE WITH THE COY OF SALEM DEPARTMENT OF PUBLIC WORKS. � � WAm1[WPro SUMI(Y BPY mrtCMx OR. OTHER MPROVIIVO AUfIpFT', 16. THE SUBJECT PROPERTY ODES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREAS (SFIW) SUBJECT TO INUNDATION BY THE IX ANNUAL i5W9wFFLOi GW: MAP SHOWN H NON FILOOLY s. W INSURANCE RATE P NUMBER OPEN SPACE 2 27 Foe vw�RECEIVE® AM ?Q15 GoW1K.Gi CRY OF SALEM m_mm PLANNING BOARD a / sw. Ho. 1fLWA]N DATE C/o GE --- --- -- — INDEX PLAN IMAXg D"5 "THE WOODLANDS" SUBDIVISION PLAN SET INDEX SALEM, MASSACHUSETTS ORKNSHEET 1: INDEX PLAN ee�'D"'uO1 a AL 18 Wµ1ACE ROAD SHEET 2-3: DEFINITIVE PLANS _______ is COSTS i6055.36W5.3605T F SHEET 4-5: DEFINITIVE PLAN & PROFILES NBC REALW SPARA MS SHEET 6-7: TOPOGRAPHIC PLANS __ 76°-- SPN2AGES �.�.� LfNN. MA 01905 PROJECTLOCUS' ® IE9 WOtT1 MYK STC[T & SHEET 8-10: DETAIL SHEETS CLARK IWENDE BDLEY. W 1maiT°o,LWNRw - ASSESSORS RRENCF- S IA 070SWUMS YV 6 PANELS ). 8 h 9 FAC 0.tIYWD B 40' BB TBT' INDEX SHEET 1 OF 1 DATE: — I' ' SCALE'1•"8B SHEET 1 OF 10 e AUGUST 14,1015 A. JCANERE N. TORIOn / / I / GEORGE Y. @ 1 N.FRED h JPW / / GNL L. WMJkIO I / Il OCS CYNO / LOU JD OP SIEISOx / Pint. PAULETTE.JOHN I 0)-0003 I LOR.RNNE u. I / / ♦♦ 07-0005 I @/ SCOW EB / �.EmWt T ILW @ ESDI N•'SENELU♦ I I / 07-0002 v/RLIAM Oi u�ONRCE. JR. ESW Y.A80_DADIR .R 0)-0001 y / i ♦ OPEN SPACE 1 / / ,\\ ydlt` �♦ „ X 8 es,air AREA=168,388 S.F. I CERRFY THAT I HAv[CONrORMEO LOT 2 v 514�\ ),600 SF WK THE N J . �q a LOT SE, n �'a (44,100± S.F. WETLANDS) 0i THE RRGISTER5 OF DEEDSREGMAnONS �\ xlew'Oit 1 4 1+°v 8 PREPARInc THIS PLW. LOT 1 \4d`lr 1 °apoo i:a r,e. Y 2 LOT 4 ____________ 1� %1 L•' °! ^^aiiy ]A@ S.F. w aJ WILLIAMS 4 SPgRppES LLC ].945 S.F. �n ].QI S.F. ' -___- / •es8 Y7 w Y /,� /A g LOT ___sel�,a! ___ etl,pof I'. 'a LT ae I8 00 JEFrRFY Y. @ PSP"°e=apt L`1 J'• .qt> a;n� D/.,.L1,, LW+ °' / 4 / ELLEN T. `♦ EAMaLUUR e,i9�� m.e,ry• vq)a'RU'aL] IvOV q.•4i/e3 °�$aN ROADw6Y �� �°•b'/ `•J�E'A44 + ° Is- b� 0'90 , LOT 6 / rA9EWJ.r ` 9L EASEYCNT .°�dl`/ 6'` d e..,a8 .I•'Po BLOT 147 s1 « 2 " 2.201 sF. ° ♦EL\ Y LOT 14 I-, L 'ha .° VP p,\ 1° CRY OF SALEM S.F. 4: I-'4JPo'0 qva ;• /J iea,°.nJZ Y 'qL.° J'\� PUNNING BOARD 4.vogy .tf . LOT 12 '? / `♦ LOf 15 \°v°•i 4I% v:.l. H76i5• ♦1 q�w- \ n.Tz> S.F. ) .+ 5' 1 LOT a, vlm 8 t ? ,� ♦ 2.9]3 s.i. nS.F. h e aN'Y'nt )299 8 + SATH'•�t W'b7�,E - +� C.IIVEYI ��A `5 i4\ v/N,v -,�,�;`` ¢•' _a v P4! _ LOT AI J q b a LOT 8 $ LOT S.F. R lAf 11 S ',4 8 $ xe7]e'OOS 1e.74 iL\�•t) P $8 r �` n/ LOT 18 A W. /-a 4.� '/'Lyii�iq- B.J70 S.F. A' 9.]99 . IAB 10 ` 10245 +: e.>ez si. 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'3, e.°aj'•ti a' 8,251 S.F. g12i - LOFT N 84 iZ I� ),630 si. F' d. o R7 i6,'b� /e LOT 21 ° $I SCALED e.4w S.F. E- ' ZONE LINE ,Q,.'(1,�Y /,•,�+ \ /.isr aY ' ,was' • N- DENOTES A GRANITE O K 9 LIND. CLERKS CERTIFICATION ON THE PLAN / 'W . a-0 / Ip74I, WITH A GRILL NOIF TO 9E SET. ),l• L t9tw'Y�x71.,1 g L C1R9 OF THE CITY OF THEN,ADO N L S THE HE PB CERTIFY THAT THEHAS NOTICE EC APo AHO OF THIS PLAN DY qvw +.L d' THE 01ANN9N; 80Nt0 HAS BEEN RECENEO AxD RECOROED AT THIS / O3ENLM `51 _ OFFICE AND THAT NO APPEAL WAS RECEMD DURING THE TWENTY SURTA @ \�L DAYS NEXT AFTER SUUI RECEIPT AND RECORDING OF SND NOTICE. ISASELLE MM «?' NO. REV65n I DATE _ °° 0019 DEFINITIVE PLAN g CRY CLERK !y ,- "THE WOODLANDS" SUBDIVISION 2 SALEM, MASSACHUSETTS `9 hOMER- LOT 27 RI ORISCOLL Er u 147.992 S.F. g 16 wALIACE ROAD iE f YNN, MA G19G1 WILLIAMS 11 ZONE: o SW NTT wwSTRYL REESIDEME-TII•I OPEN SPACE 2 NREUCISIAL SO REALT'!-RDsr 56.1605) w—o AnA�� C-F DI (R1) CLUSTER (47,500± S.F. 76 OJmMUE STREET pp (47,500± S.P. WETLANDS) LYNN, AIA 01905 mm•-_ _� 4 YINIYLY LOT FRONTAGE: tW R 150 R (NONE) - P I CT tc' _ ' IRK°9re mTMYMISiFTiT 7e YINWDY LOT MOTH: t°0 R ISO R (NONE) OPEN SPACE CALCULATIONS: a/w CIARK AYENDE SNFY, W IIIWI(Tp,YA91Y9 YINww LOT ARF.¢ 15.000 S.F. 40.000 S.F. (NONE) TOTAL PARCEL AREA-]SOb3B S.F. ecc ccnRS R i R NC S nloxT:I91q»f-Fou LOT COVERAGE 9Y 8NOONC' JOi 455 3oz MIN. OPEN SPACE REQUIRED - 150.106 S.F. (20i OF TOTAL) wP 6 PARRS 7. 5 @ 9YAKIYYM HEIGHT OF SURDING: 15 n 45 FT 35 FT (YIN. OPEN SPACE UPLAND REQUIRED - )5.054. MACH 6 50i OF OPEN SPACE REOUINED)OPEN SPACE PROYmED - 103.459 SF. a 20• 40' ST DEFINITIVE SHEET 1 OF 2MINIMUM FROM YARD: 15 I'T JO FT 15R (OPER SPACE OP VNO PROADED.- 21',6561 S.F.)MNIwM110E YARD: lO FT JD FT 1O Fr $CAIS:1•-40' SHEET 2 OF 10MINIMUM REAR YARD: 30 Ft SO R b R8 AUGUST 14,2015 3 R. Wba .8� N.\ 11.127 SF. Ate) �� '� Ir 12.9)3 S.F. w n ).296 S.F. 8 Ys'v-2'T Yss�i'it ssvv It 9. -r.l 58° �4 ales>e mt I"-�C;>3•ta o �^ °•^';y °- B e {I 7 � IR 2 S.F. ),99. 5.1 Y- J,Q /: ^ p A 3 fJ% fy °•' SRA'. ? `•�. \Y / A q ),..o +,00 :;',��. ' F' & 9. F. h 8 lAT 10 SLOT LAT 16 A b •' 10,2.5 S.G. a•,, y ��• 0.)B S G M1 3 ^ '?8 8 a Hu3e'mt Fe]• ,g$ F •T P d i'p..0 '$':,. - I .° ° q Sbi � aa.a S 'ai� i •$e0 L- i-u Tv a-I b}• a-vY)o n' A GanA,R '•>b.a � �i 8 !n a.e4y -]wio •�`�• -n<s a y ayW s-ev.io `v.}mm is P>a'i.- o.ii n- p,.• e88 LOT 17 °,•,p P'Pi,• c.+8 9.233 S.G. J •`�^ 'f'Trr b\ Oswn � �e^° v p e.xsa'�e' i+o'�a e-.oP3.7r apwa" •'�83. a=»om °a]z'os'le' r.a'no'b �T°gym 5— LAT 78 vd 1P4 -lo azm eie•e:>W. a-�esae °p.et . ? 5.516 S.F. a eomp x:ian'a. a, •T RK 201� / �•g i /. se.tl'pa WO..a R.v.n g, 'e •rn A' 8 I.a w WOODLANDS pw, "' ROAD 06-0019/ TAOEUSZ d �^AI a8 exp. a bLO o•Ts ' �J� I CERTIFY THAT I wvE CONFORMED bi JOANNA .7. ME RULES AND RECJUTIONS A•1•p.P A fi > a�R OF THE REGISTERS OF OZD IN GCn J• DRCINOS OG-ODI7 LOT 13 _SpQ]� °PL•a`i�Yl'.M �RA�°8g°l't.ti iw8o C° 1Y C08-001 1 PREPMVO THIS RUN.$µEM 13.627 S.F. e LIx50] COMMISSION 24 P, 2.Cn. :jOgUS SF. a aa la WILLIAMS SPMA CES LLC .te S.F.7u 1?z Ty „/•J ,0•°�r8 0, i LOT 2s 2 � •• R••• '�, R� "• r.''1° a;,, °ji /'! � vi.—t 7.as3 s.F. � LOT 23 A' LAT 20 S..8 °"u'+aa 8.251 S.F. �\ CR / 11.709 S.F. d, p:iY• wIT I 33 /6R/�.ea eA R �•SW � A '°`y9 LOT 22 1Aio.T 21. .� 7.8w SCALED LOCATION E° � ZON LIE NE obi aY �/ � • M 'p aaa4)'.L7 / M6T•6']ST 11V 91 qmP a ".1 DIAN N. DF SALEM SABELLe LE WIRYO �� wl PLANLAN NING BOARD \ / Da-Dols RS5sI ;1 ^ LOT 27 147,992 SF. s OPEN SPACE 2 f AREA=135.070 S.F. 8 __ (47.500: S.F. WETLANDS) e- a rA•'av5ai\tea" �� " _—_ --_ DATE: JAMES E. CO NICK 06-0005 D- DENDTES A GRANGE STONE DWND VM A WILL HCLE TO BE SET. RESIDENTIAL REVDEN11AL / _ ZONE: ONE-FAMILY INDUSTRW ONE-FAMILY / sePn yt N),Ia Sm'reb]�3,>� (R1) (1) (R1) CLUSTER 1g .WIMW LOT FRONTAGE: DO FT 150 FT (NONE) / £ MWIYMM LOT MOTH: IOD FT ISO FT (NONE) LYNN SAND Q STONE NO. a MKMU. LOT AREA: 15.= S.F. •0:000 S.F. (NONE) C/O AGGREDATE INDI5rf0ES w LOT COVERAGE BY RURDING: ]Ox Sx Sox 06-M 2 DEFINITIVE PLAN W%IYUM HEIGHT OF DU4DING! 35 Fi 15 FT 35 FL 4wnuu FRONT YARD: 15 n 3D Fr 13 FT I "THE WOODLANDS"SUBDIVISION " MwIMuM SIDE YARD: 10FT 3o FT 1D FT SALEM, MASSACHUSETTS UD: 3D �. MINIMUM RR YARFT XI FT 30 FT GRSCOLL ET AL 19 wALI/LE ROAD a LYNN,W D190' ,.R iA L,CERIS 39055.36056.36057 (•�yT1MLLIAA/+MSS• CLERKS CERTIFICAPON ON ME RLAN NSD IRmlY TRUST + S ARAGEJ C DATE: __ R 78 fJifVO1E STREET aY _ LYMH, W 01905 8 =91—M FIMRRI NMK)»ELT MRK OF ME CIFF OF SALELI 00 ,N f 1 eTIONS' ORILI (,'L 11 fYIM1 101 gHEREBY CERTOY THAT THE NOTICE OF APPRO'/AL OF THIS PLAN V TOTAL PARCEL ARU-?M.539 S.F. SI'`L > CIARX AKNUE SAEu, W Ym911ISM ll M9 L ME PLANNING SOACI HAS BEEN RECEIVED AND RECORDED AT M5 YM.OPEN SPACE RENWCD - 150.108 S.F. (2a= OF TOTµ) Acc K.RS T7.a 1, Cf: S WO am"'s IF, OFFICE AND TAT ND MAUL WAS RECEIVED WRING ME TMEN1Y M.01)11)Ssirm al GAYS NEXT AFTER SUCH RECCIPT AND RECORDING M SAID NOTICE. IWN. OPEN SPACE UPUJMD RENU20 . 75.03.. WHICH 5 SOX OF OPEN SPACE REOWKD) * = MAP 8 029 ].B 4 9 OPER SPACE PROnO6o - 303.•59 S.F. vmr a 2(r 10' �' DEFINITIVE SHEET 2 OF 2 (OPEN SPACE UPLAm PROWDED - 211.959: S.F.) SCAT 1•-e7 SHEET 3 OF 10 F Cm'CLERK .,CI 14.2015 8 I CERTIFY TINT I DIVE CONPORYCC WrrH THE RULES NNE REGULATIONS OPEN TA RE ISFERS OF SPACE 1 or PARIHL THIS PLIN.DEEDS In '�\ ay l','L. '1• \ '- smuclNs , ramosmm ----_- _- _ W1lLIn1A5 & SPnRFOES LY- _ --_ tW+'W'lI )`li(a�y✓''1\i> rROWYo Tw a b Imo•-' Ir xwu(m ° � w�.ialai.'aUa •✓� '/((. o a r amc[e��I ,�' ,y,® . /T Ir Nuc / ` O 1(, __ PmN6ID TIYaw\ / ` \\.-n mm .. 6a'.PJ9 U:y!p \T �` PD:,.Sf [_.) I•,_tl_ �5115(t 10 r 1%Po30 FES \ ,b'.R, izt _ Gam\ .^ � .p ° •6� �^'4` F«�o-o1 ,o.b, t m \'? O . " r - .�. '_ \ fir^ 3/ \ •G 6J-.➢ 14 h mu .Y :.� \ 12 � - Ngm 15 •y!.,a b�y -0 10 m-from P' -] , •h2 R, ^ . •y p« R `.Vlr�y 16 d4", ,bPw #)a 9 a.leao a�tlo R K. >p a Nms WRW P�IY �b'o df -�\ ii/ 04; e v s •_ ,r,b((-,n ro]mu MIR CITY OF SALEM P In orKrgO��elpM Pm, 0 ny' -2 •�, - : S"'yRm �e-m .a..(I^ A P^Iw'o'vsN' UWNING BOARD 6=11 SEE PROFILE SHEET 2 D R PIACptt SALuI a mo A �MmTm 91PVCIIR -y r �> ��. C.ON .0 ^ 11 6-.p 27 p.-rr ^�w CLERKS CEMMOITIOH ON THE I. CL x OF THE CT'OF SALE-. DO HEREW CERTIFY TWT THE NOTICE OF MPRWH OF THIS PLNr BY TIE PUNNING BOND H(S BEEN RECE6'CD AHO RECORDED AT THIS OFFICE AHD THAT NO oIPPFAL WAS RECEWD DURING TIE TWENTY a MYS NEM NFCA SUCH RECEIPT AND RECORDING OF SBID NOME. 1.,1 CT'CLERK J ` \ �\ V1 - ,• DATE: — / , 1 .28 a 4 \ / {sa d9 •wgR ( \\1 j ° /f® § Cd6 1 PROPoseD 4s�3a dpg^Ram. fa DENOTES A G TTE yBTONE BOUnO/ R peDDpE6x WITH DRM1L HOLE TO BE SET. f Y LLJ P,• eg Aas' dpi v'� (.o.m 9 r um Of Z i� �S� %GH_ d•B(� r \ --- cn7 - i xD. 14V6rRF MTE 3 W ��. r s^^•a^ DEFINITIVE PLAN & PROFILE WOODLANDS SALEM, MASSAC USSEf7S ,B WALLACE ROND 0190,", ��I 6^ . 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HOLE I/2- 1 1 DEEP AT ACTUAL `L\ COSTING GRADE POINT OF SURV !i�! -- -_a—• Q die •unwARTH, ./< t. i i.r . �T -- / dory EARTH REMOVE 6'OF EXISTING SOIL R \� F T�� @ ME ( W/3-NUNS TRAIL DETAIL EAUSHEO STONE -7. f - (NOT TO PATE: PROPOSED ��• L a# q5' upi _I� nHS.E0 GRADE iwN R>oAu GRANITE BOUND „ _ _ DETAIL I I_I I =III—� ICI 1= 1)_ICI I I-)IBJ I (NOT TO SC ) O- DENOTES A GRANITE STONE 800Np IMfF1 A M41 HOLE TO BE SET. I t' f COFL,ION FILL INTERNI 6-OVERLAP �,7 P k � N nc i-P e x x•P.a. a °�s-oaa GEOTEYTILE FABRIC 9DEWALN V LN V%. AAD (TYP) L a •) NO. LLVdON I GATE Q¢ ' DEFINITIVE PLAN & PROFILE ,l"• O 0T %E IANONG- 3/8• ci T TO 3/D' 1.MARD STREET FOR_Z GRASS nor Z_ 5%• CROSS SLOPE SOUTH RIDGE CIRCLE N F 50•VC -1.00% 50'VC WASNED GRAVEL MEET PROPOSED RAMP k DRAINAGE SALEM,MASSACHUSETTS In GRADE AT END OF CURB •, _ s n Lb-- _9t •fi g laOWNER- - a ay $ .� O -Z cMSs PLOT-2DRISCOLL E? Al. oATuu.Izs.00 _ .a .a X71111 R_ _ _ : ¢ °O c^°e Te WA E MAI PERF. CORK, HDPE °O° L".. 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ABOO. WM RK14R0 L. OTNY \\ i -'•e.— _. 03-0137 / /,J♦ amu.- -� . \. \\\ \` \ \ \ `.:y- \ _�. T \\\ \ \'• OF AHE REF,STfltS Or OEEOS IN / \L\\\ \ \ / / % / .�— �� — 4• \ \ \ \ \ OPEN SPACE 1 PaEPunxa ]ms awJ. / / \♦\ \\\\ \ ;%♦\ \ // X i � ° / _ i• � — \ \�� _� \ \\\\ \\\- \ \ \..uY It� / emo$aw' ,`L♦`'/ / / * /.` °0 '\ L` / " = — \ \\ \\\\\�\ \ \_jam=3Y_._en `•ti!'_�".7 '" 1 /a .Imo. — — - -• �\\ \\ � ='^__ __ � '—\rW� .P. .T y� ,y / gym• PR°wsmss:m _ �__ / U G'rya � \ \\\\\\ � ..L.g��,.. —�. -'�-��'��� _ _••�� / 1�� / t_ . a F \\ \ '��� _�� -_ ♦ \ / /� CFF( OF SALEM JEFFREY Y. @� �� ��� CLLE�i�ROGAtO/ \ ♦'. / � ` \ � -�. ..� \`\\ \\ \%// _y �.// /// PLANNING BOARD N /- q / / M1111K 1 !!11 ` t9\ \tr-'� -__ I P?. \ y _L-♦ � _ ' - ilti .. / - � pA 1 ^\\~ ' ♦ Y+.laa�a •. tr'i�l ., �F ( 1 OL''6'rL \\\ \.. .\\\ \ - �w _ ..~� ` � / L 'F. I \ � ♦\ •tro \ T\� _ L �za >♦ rte._ i � — G `�. \ MA � � .•P \N+T\ \` +.`®� tr•N•bz y � i \1 tAw J.-.l �li'C• / -1:-4- 1'y � � -- � —__— IRAN TIO,. � i I\ ` ' ^ �_ \\� \\ 44, \ '— �L \ RENm MI. \ �I �(\�q� Y f / i ♦i \ �\ `� ♦ .,.s, wywY/c u�i, MrE: —__-- �1� t',f\ 1 ae-oo19/ I T)m.M� a W.�:-�°f'fe \ \ 06-001 b 'j A i ♦\ ♦♦ i 1 t \�• 1 t' u/� / \ \ , Aa0 I _- j' `�,`°\ \ \( �-�. ♦ 2 Y �\ ♦ 4MSE�RvnMN X o-.a ♦ / oma\ \ v F/ ry 1 � tc \ 1 + /• 1M\(\ ♦ R":.�i0 \ /`Y % I " [I- OENOMS A cMNrt[STONE BOaxO \�\ .mORAL H A u DOLE M OE sET. ct \ L/ \ \`� \♦�� \ e� ^ i ;/_/ ' /i / D LOCATION R +•• ` K I \ Y\.-\�`♦\ I ti — a s — —_ — =ii/ = — �J ZON EE LIN +/ —1,'I- ,,. DATE TOPOGRAPHIC PLAN ®e /♦b/i / — �— `� — - iev / _ i /Z'`\\\\\ \ \ ( I \ z7 / 'THE WOODLANDS'SUBDIVISION \ / s,R.A,,• \\ /!i- '/�//�/�'t\u�u- ?♦ L \ A a °`M� 1� � �% — �:\ l \\ \ \ 1 I \ \` / I SALEM, MASSACHUSETTS 011bER: BNtBNA E ROAD Rµ 1!wAM.LE 01901 90, LYNN.VA ClER1Ci CERIMYATRIN W THE PLW RE9D[HrYL RE4DENTYL APPLICANT- 59055.MO59.SE05] W1LLiAMS zwe oNE-F,JItr R(DIISTNML o -FAIALY + & SPARAGES N15D REALTY THUS] MIE: (RI) Q) (RI)QU$1ER 76 Mw'0.3L $FREE! .�. .�.� 4 OERN OF 111E CRY OF SALON. W ..MW LOT FROICIAGE: 100 FT 150 rr LYW. W 019% , HEREGY O FF MAT ME NOTICE OF M AL OF TN$ PI/:N 9Y MwIWM LOT IMRH: 10o" ISO M (NONE) PRQIECF LOCUS: I f.OLM Y.W siY[T ME PLANNING BOND HAS BEEIe RECEIVETI ANJO REWFOED AT TNIS MRFMW LOT MFA - 15.000 S.F. .0.000 S.F. (NONE) w CWUt ArWUE SAIEYL W YOplIp4w01f.1 OFSCE AND rHAT w APPEAL WAS RECF]vET WRING ME TWENTY W'i COhR/LE Br BNLWG: ,1(Iz .Sz W.9 ASSESSORS R FER N S F,RIM:O>fl slsWlfe MYS ME1O AfIFA SUCH RECER,T AND RECORCRS Of SARI NOTICE. W1WUM NEION(r D<BUIOrvG: SS R 45" S5 FIS•°' MM e PMELS]• R e 9 FM OTO fff-um MINWUY FRONT YMO: 15 Fr ]0 R :s FI 88 „,', 1 ' d 2W 47 so, TOPOGRAPHIC SHEET 1 OF 2 MIMwM y YAM: 10 FT ]0 FT l0 Fr CITY CLERIf MAMMY. REM YMO. 50 R w FT a0 FT 6 5Eµ£1'-I01 _1 AucusT 14.In,C SHEET 6OF 10 ` i � �9 \ b\� \♦:^'l / \ y`� , \\\\ �7 P''o' \ � ,'i 6�y��\ )r\ '. �\\\ \ ♦♦� /�i / fes/ \ -_ _ � Iy_ �lp.y��,� � rl •, AP"<J . `: iti 'b' 1 ` `'`\ 10 ®` 11 x— '' O`P \ \ � TRM zclA y \ \`\ \ •a 'g � / n \ ° e. � °�rmc w�i. �L \ avaTr rRvsr 1 I l 0 _ —T.— —a"+ . 7., + /� ♦ � � _ / "� / (n \ 'y 06-OOt9� I\ r�Eusm //Y x�o� qi�- `��_ -. -�_ /((\/\\\ �,. .\\\ u ` �•� / v/ O&Ol_Col / \♦\ \\ \ 1 v 1 m % \yam / w!iTMT I CONFORMED H T CEXIFT E RJIFS MD FECU TIONS 1\ T Irw. a.a \ \ b t�:' __ _x 'Q �:•e� \ V \' @'.r r `` \b yyEu OF THE REGISTERS or DEEDS IN 1\\C'I ♦ ,O ♦\ R , 6 yy \\ h•ri' ♦♦ /CONSERV.TION PRI THIS PUN. co" ¢ �EX♦ \ \ / Os-0011 ________ _ _ SSION 2J \ \ / O r T / �' / 1\ za ) \ \ \ \ F NILLIMIS k SPARAGES LLC trJ 'i. 2 ^ I /ry i V ya';• ` '�-� may} a �` - / 1 / -® _ \\ 20 eo r / 5 h. / % ED LOCATION Cltt OF SEM ",rn, � -` ��\\S♦ ° >- >_ zz - -- % _��._-i� ZON UNE ��'Y�_ W - PInuNININcAL9oAR1) am omaw.¢m>s'OKae mn ��L�i/ - �- ♦`0.`gty, - 0��b� /�$_p�._-_ �i i��•.,, -�\\ \ '\ l i I \ D r ...... /• _ ----- -- \ _- tsABEUE M \ ` � \ \♦♦ 1� `/ \ �?aaP_'_., / / / r S - \ l \ \ \ •1 \ \ _ � \ \< IT\ -- -��•�D�� =� /i� _ = -S- _— _ - ///// _ r - �I� 1 i III I ! 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RAH\mow 1� TRI-RMXVILLE STREET �& SPARAGF.S g M.OFIMuM IDT MOTH: IOD R :w R (NONE) XF yT �•i� y WNIMuu IDT MFA: 15.000 S.F. .OD00 S.F. (NONE) .x.i Pl RN'Fi' SUnL 1a1 6 LOT COTI BY SUOMNG: wx .SX wX w.ulm � S[AL Avu CIMX A cNUE SAIEu, Lu � tRNO0lTp1I.W VIm9F9T S WXIYUM EIGHT OF BUILDING: .15 R 45 FT }$ R MWIMUY FRONT YMp: IS R JO R t3 rt Y ACC6R0.R$ R R NC S NO 6.13 f4'Ho MIMUM FRO YARp: 10 R w R 10 FT ¢u L0. r. wi P01 ZMF15 01 `O 0 @ 9 FIICb]O Sl9J3W D YINIYUY REAP YMO. w R w R w rt r.Mn L TOPOGRAPHIC SHEET 2 OF 2 g c SCALE 1•"40' SHEET 7 OF 10 AUGUST I<•Z015 A sTMDMD HYDRANT to uEEi ON Of NOTE: SALEM PEOUIFEUENTS 1£RMAL GRANITE AIDE. TYPE W NILLCONCRETE TRUST BLOCK D BE u5E0 OxLY WHERE IT WALL Of WNHOLE USE BEM ON UN DINT F ED FPRin. PUMPER CONHECTION� BRiANAWAY TtAN4E BRICK sHUF I FINISH GRADE.MATERIAL MAPES USE RESTRAINED AIM L1rtNG5 (uEDALUG OR FILES ROAD SLOPE I'/R. wr C APPROVED EOUAL7 WHERE CONCRETE THRUST BLOCK IS TSIZE OPBLOC512E CE BLOCK OR uCGALUG TO BC OESWNEO GOR 1.5 SIDEWALK "tB TIMES NORuK OPERATING PRESSURE. EOGESiONE FINSnED STREET GRADE I'-6" YIN.FCR PAVEMENT MAKEUP.SCE PAVEMENT MOTES u DEN STANDARD PIPE PIPE v&ME BOR NTD COMER 6-MN' ACCESS TUBE } BRICKS ON EDGE (2X8 EXPOSED) • M1 POLY OVER STONE CERTHE THAT I XAME CONFORMED POOR THE RULES ANG RDEEM IN BRICK CH NEL APPLIES VERTICAL GRANITE CURB CONCRETE r W � RI O%THE REC5TER5 OF OCE05 W TO DROP CONNECTIONS As THRUST BLOCK, 1 PREPARING THIS PIAN. WEu AS CONMENTKI DETAIL 8 A (MOT i0 SCALE) —6 WE VALVE '::7: ______________ U CONCRETE THRUST JOC BLOCK 5 VNLIWAs h SPARAGES LLC PLAN SLOPED GRANITE CURB USED, W NOT BLOCK ryWR AS SPROUTED �.: IN. 2' D:1 SLOPE ..I RE WATER "NN ',ER TOP COURSE PROVIDE H CUIM YAPU OF SXELF B ARDH SAVE AS DYER BINDER COURSE AUCHORING IEE SELECTED 2' STONE - TO 6- SLOPE T'/FT. CROWN OF HIGHEST PIPE. DENSE CANOED CRUSHED MECHMXN.JOINS PROWOE 13' SOUARE BY B-MCH THICK ABOVE HYDRANT ORNN STORE CONCRETE BASE UNDER HYT1MM WALL OF MMHOIE POURED comal ETE BASE CITY Of SALEM fi' COMPACTED TYPICAL FIRE HYDRANT PLANNING BOARD SDecwaE CONNECTION FOR HIGH BRICK OR CONCRETE FILL. OR LOW SERVICE LINE ----'-- - e MINIMDM SLOPED GRANITE CURB DETAIL DETAIL (Not TO SCALE) t2' MINIuUY SCREENED (NET TO SCALE) ------- GRAVEL RASE. BRCK ON EDGE UKOWURBED EMM SECTION A-A CONCRETE COUAR FRAME AND 9' MGH CHECK DAM WHERE SHOWN ON PLAN BITUMINOUS CONC. TOP _� 'INC, "STING PANEMEM. 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LOx[n STRAPS Yro I'-D' i'-0' ME PLANNING BOARD HAS BEEN RECETO AND RECORDED AT THIS BOOM OFFICE /JID TMi NO APPEK WAS RECENED DURING ME TWFMY STRAPS. OATS NERT AFTER SUCH RECOM AND RECORDING OF SAID NOTICE A A T . ly" —�— im ----------_----- CM CLERK '— CURBPT.E` CDD,, DOAN. IPK MOPAL RM1EI SCIMM COMLOp[N MROI.i OUXItCCYRBP.tETsCQ9NELLYAL4M CATCH BASINTSEDIMENT TRAPPRECAST DE TAIL GTCN PRECA (NOT t0 SCALE) BASIN SECMIN CATC BAS N A- OPE"THREAT OR.A,RI[ SECTION ON AN CWS IN $CMN -p F ]1^y a J F.ANQ CATCH NSW FRAME ELM AND CASCiYE DATE LLDWOH A. • VL11W M NS USE EOMI NO. REVOIOII MIF . 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W � ymETQT,W01M0 GRANITE CURB INLET GRANITE CURB INLET MA RSR R S rTmR.OBlsl}FOFF i(nAM AR 6 MARES T, 8 e 9 FAC DFD Lsraim MlmnEw. __ 's DETAIL DETAIL r SCAIF.NOT TO RALE DETAIL SHEET 3OF3 a (ET TO cam) (NOT TO S E) SHEET 10 OF 10 $ COITBLE GRATE AUGUST 14,2015 CIERNs CERTIFICATION ON ME ALAN N LST OF WAIVERS REQUESTED DATE: —_--- .yI CERTIFY TOF S I.SECTI N AL1 WHICH REQUIRES A MINIMUM 1110 11 RADII Of TWO HUNDRED THIRTY (2J0) FEET FOR CUMEO STREETS. M0. IN PLACE THEREOF.ALLOW THE ROADWAv LAYOUT AS• L CLEAN OF MC CITY ME-. DO C SNOW. ON PLANS. HEREBY W.] THE NOME OF MPRDUAL OF THIS PUN W 00 THE PUNNING BOARD HAS BEEN RECEIVED AND RECORDED AT MR 1Y 2.SECROH N A.A.0 WHICH REWIRES CUL-OE-SK STREETS NOT TO EXCEED 5W FEET IN OFFICE AND THAT x0 APPEAL WAS RECEIVED WRING THE TWENTY LENGTH. AND w PUCE THEREOF. ALLOW A LENGTH OF 1089.03 FEET SDR ROAD AS SHOWN OAK NEXT LATER SUCH RECOPI AND RECORDING OF SAID NOTICE. W PLANS. BE 1. S.CALIPER. W FEET ON CEMER.RAMOY PUCE THEREOF ALLOWRETNNS(2)ETREESSEPER LM.J i --- P CR C FRN NOTE ME APPLICANT RESERVES ME RIGHT TO AMEND THIS LT WRING ME PERMIT PROCESS. -we 1 GERM'THAT I HAVE DEEM IN UL WITH ME RES AND REGULATIONS WCV OF ME PEGIsiE PREPARING THIS PLAN. VICINITY MAPT __ LLC _ 1"-800•t / ., // D°roMl xsLTN / 11 WILLIAM$ & $PARAGES PTOAPPM]-mm FR".1 sosoN p=a FI NOTES: / 9T-Iqm / LLaMCIcAbrtaAwa mIIaT/ Hv5[°Nf9�i / 1.YERTILLL MMM UNMO.m (SEE NOTE 2) ^ / Ol-mw OT-aCla ] / N �p. / �Y. I 1y^ 2 EXWING PROPERTY BOUNDARY. TOPOGRAPHY AND UTILITIES ME AS SHOWN ON ME \ �.. T- O V PREVIOUSLY APPROVED OEfINITNE SUBOMSION BY THE CITY OF SALEM (MARCH 3. 2008 V W°'w°L OTA`' LEGEND OF SYMBOLS AND ABBREVIATIONS MCGON) ENTITLED •OEDMTNE $uRDMSJDN PWT. CHAPEL HILL SAI MASSAMUSETS' w-olJl DATED JUNE 28. 2006 REVOiEO THROUGH OCTOBER 26. 2007 Bt EASTERN LAND SURVEY. 1/\ ME N'IHG WELL TC J. WETLAND RESOURCE MCA BOUNDARIES WERE MUPEJTEO BY WILLIAMS h SPARAGES. \\V\l 2 3 DRE DR•NT A. ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING MD DETERMINING ME q OPEN SPACE 1 WATER GATE D LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTRRIES. SHOWN OR NOT SHOWN ON / / T THESE PLANS. PRIOR TO ANF CONSTRUCTION. ME ENOWER SHALL BE NOTIFIED IN /� CATCH BALM(pRIIN) WRRING Of ANY uTuJTIE5 FOUND INTERFERING WITH ME PROPOSED CONSTRUCTION AND \ APPROPRIATE REMEDIAL KION BEFORE PROCEEDING WON ME WORN. (.V] �"1. yy pE"�-W.e 'LTa'O1. IIIYM ME CUs 5. TRENCHES CUT IMO EXISTING PAVEMENT BE HEAT PATCHED. q..� a"WNT PONE q 6. ALL WATER MARKS SHALL BE 8-DIAMETER CLASS 52 CEMENT LIKE WCBLE IROM / ro 6 (C.LD.I. ) UNLESS OTHERWISE NOTED. )3 REO, MANHOLENOU Q �'ly 74 sLWER-MXOL[ O$ ]. ALL GRAVITY SEWER LINES SHALL BE 8• DIAMETER SDR 15 PVC APE. 12 15 7 COMIC - WNCRLO B. WATER AND SEWER SHILL BE CONSTRUCTED WON A MINIMUM HORIZONTAL SEPARATION 8 g OF IB FEET. A MINIMUM VERTICAL SEPARARBN OF I8 INCHES SHALL BE MMTMNEO )6 TO T T w'. -STOKE BOUND DRILL.1101E TICAM WHERE WATER AND SEWER LINES CROSS. IUD.FOUND S. ALL STORM DRAINS SHALL BE HIGH-DENSIn'POLYEMriENE ARE (HDPE) UNLESS FRN,.1. 17 WCR-COXED.CHAIR COMP OTHERWISE NOTED ON A.W. N/ / ` F-NOW OR FORMERLY 10. MINIMUMMINIMUM0.-PH.PITCH FOR ALL BRAIN LINES SNAL BE 0.5% 18 RDD. IOM ROD 11. ELECTRIC, CAS, TELEPHONE AND CABLE T.V. SERWCES SIWL BE INSTALLED �AODRT\(RV/\\) 1 J O UNDERGROUND IN ACCORDANCE WITH ME APPROPRIATE URILRT AGENCY HAVING 1AEC 12. STREET x. e ADWMP 24 25 mlew A. _-- _____. / ` Og-roIl t(�, 26 Pa OH IXISTNG CONTOUR —Iw N. STREET TREES SMALL BE PINITED AT TWO (2) PER LOT UNLESS OTHERWISE NOTED ON Fh_k''n PUN. SEE REOVESFEO WM'ER. � �. ImOPOYD COmOUR ""' � -"- 13. FIRE ALARM BOX INSTALLATION AND L1CIi1W(S) SHALL BE IN ACCORDANCE WITH ME , 2O 23 EWE M PAVEMENT REPIIREMENIS OF ME CITY OF SALEM ME DEPARTMENT. ITIOGL aRulnE CURB IA. TRANSITIONS FROM ME PROPOSED ROADWAYS INTO DRNEWAK SHML BE MADE USING \ / O 21 22 PROPoYD SRI FENCE — RADIUS GRMNE CURBS. \ O PROPOSED SAN ElEVAMx 15. STREET LIGHT INSTALLATION (TO BE SHOWN AT A LATER DATE) SHALL BE IN ACCORDANCE WITH ME CITY OF SALEM DEPARTMENT OF PUBLIC WORKS.OR. OTHERSII - APPROVING AUTHORITY. \ RFKC iLOW DIRECTION 16. ME SUBJECT PROPERTY DOES NOT UE WITHIN A SPECIAL FLOOD HAZARD MEAS (SFIW] SUBJECT TO MHMTION BY THE 1%ANNUAL CHANCE FLOOD AS SHOWN ON FLOOD INSURANCE PATE MAP NUMBER 25009CM310: MAP REVISED JULY 16, 2014. \\/\/ 17. PROPOSED FOUNDATION UNDERORAINS SHALL NOT DISCHARGE TOWARDS ME STREET. - OPEN SPACE 2 27 SEAL � IITIRY� uawLa � cxa m Han �lila'd I f CITY OF SALEM m1.aLL @ PLANNING BOARD 3 MC mWu1WH n/D]/m1s 6 ! MOUWOm Wfa IIID/TOAs MM IMIa/19:IeWM:NtlO 9141T01! ---_-- / L.qw4 ` ND aND INDEX PLAN MB — C/O ACG[GIE a�;la I "THE WOODLANDS" SUBDIVISION SALEM, MASSACHUSETTS }, ---- EAJNN DR:SCOLL ET AL .� 1B WALYLE ROAD ��/i �,L�,F ------- LM N. W o+901 ILLLAMS ----------- LC CERT$ 1901 38056.J605T PLAN SET INDEX NSO�F�LMME s SPARAGES 16 NMN 0 STREET SHEET 1: INDEX PLAN LYNN. MA w9as MATE IITI1-.JN snITn x ---'---- — PROSECT LOCUS_ , ssaTe lR1 g P A' R R N o u SHEET 2-3: DEFINITIVE PLANS ------ CIMx AVENUE ALLEN. uA aOMI,01 1 6 ) MAP 6 AMELSR7. S h 9GE• S WgML la-aTW SHEET 4-5: DEFINITIVE PLAN & PROFILES 2) LAND COUNT PLAN 7159-X D 4o sa 00 SHEET 6-7: TOPOGRAPHIC PLANS DATE: — J) LAND COUNT ALAN AN ENT INDEX SHEEP 1 OF 1 4) AN UNRECORDED PVN ENTITLED bEANOM SUBDm510N PLAN.CHAPEL NLLl. SNE-. a SHEET 6-1 1: DETAIL SHEETS MASSAC.USERS•DATED JUNE 28. 2006 FE 5EO THROUGH OCTOBER 26. 2007 BY sv Le 1•.By SHEET 1 OF 11 PASTERN LINO SURVEY (SEE MI 1. 2008 MCMIW OF SAIEA. PLANNING BARO). AUGUST 14.2015 8 GEORGE U. & I H. TOPTON G04. L- FUMJN0 �RCD & JOWN JO`sCPH & PAUl- MUSLEFTE.JON -0003 RUNRCES tWCU`NO LOU 07 LORRMNE 07-0007 ISE P. SLMON �E TRUST TUR& CS.HYSENESNI 07-0005 A, SCOTT LEGLAN 07-0076 07-0007 WILL" OWR0E. JR. 07-000H 07-0036 ESM Y A8DEtJXJDm -------------------------- RICHARD L O'OKY 03-0137 OPEN SPACE 1 AREA=168.388 S.F. CERTIFY THAT I �ME CONFORMED A v,GH THE RULES AND REGUld"w"S N 'N LOT 2 -.3 gli LOT 3 (44.100IL S.F. WETlLANDS) Or THE REGISTERS OF DEEM IN 7 S.F. 7.112 &F. PREINJING THIS R.IH. LOTT 4 SP;iTGES Lli' 7.492 S.F. 7.1103 SX. ---SIT LOT 5 31* 00' i IT. 'FRE', M. IT. ELI-EN T. ROGJ� 4. 1 02-OOHN6 '?Oq J, 0 LOT 6 R(NdDWAY 'Y' IA. C" OF SALIM C.SE.ENI I. LOT 13 I!Z 7�S.F. 9.1.7 S.F. LOT 14 PLANNING BOARD to 1 '!-1 %�� 42.�S.F. Ar" 4 c- WXVXX-�l LOT 12 N"? LOT 15 LU' S.F. p I... III I .1.127 S.F. 12.973 S.F. 7.296 LOT I I 'OVC Lor a 5.798&F. 7.994 SY. ll�� 0 LOT 16 A 6.782 SX. lOa45 S.F. CMD'DR 4. 8 LOT 17 .7 ;22 0 k2M S.F. UMMUN -RX. IL7 'I '41� IRAN 2014 4X`K`E ';.....X -7 t 1 Y$-" 11150, RX LOT 18 7\ TADEUSZ & i I I.IHA S.F. LOT 19 MRCIXONS 06-0017 ,IV- I 0.49a &F. MIT: CONSERMATION LOT 24 DGM ISSION O6mOOI I 2,1KH) SY 4-- LOT Is iwx n sotj 7.1104 S . 2 LOT 26 PI AN RFFFRENCFS- 71IMS S.F. t5? 1) LAND COLTRY PLAN 7 59-8 2) [LAND COURT PLAN 7i59-X LOT 23 3) LAND COUNT PLAN 7159-2 LOT 20 4) AN UNRECORDED PLAN ENTITLED 'DEFUaTwE V.? 0 1 4.Im S.F. 8.251 S.F. SUQD.SIOW PLAN. CHUMPOL HILL. SALE, 97 DAFTEI JUNE 28, 200 R"SED UNE I THROUGH OCTODER 26. 2007 01 MR. LING ..kz. CAW)-0CA'LQb---El SURVEY (SEE MICK 3. 2CM DECISION ElY ��-vg�w .!;10"9.. LOT 22 ZONE SJI.EM PIMNING COMO). LOT 21 7..M&F.. ST. DENOTES A GRANITE STONE EOUND WITH A ORR.L. HOTIZ TO 8-. SET. CLERKS CERTTKATTON ON THE PILAN CMTE: CURK OF THE CITY OF SJU.EM. GO 14 HCREV CERTIFY IHJUF THE NOTICE OF APPROMAQ.OF THIS PLAN W ORM 1:1 1 UWN-IW.,.— 91412DIS THE PILAN.ING BOUND HAS SEEN RECIUVEQ AND RECORDED.1 THIS EMENE'R VA I OFFICE AND 7HJIT HIT�M W� REC�D DURING THE TWE� SUIFIA & k NO. i DJYS NEXT�R SUCH RECEIPT AND RECOROXING OF SJUD NOICE. 'SURIELIC: m DEFINITIVE PLAN "THE WOODLANDS"SUBDIVISION CITY CLERK SALEM, MASSACHUSETTS OPEN SPACE 2 OWNER' ot; AREA=135,070 S.F. LOT 27 OINSCOU.a (47.500± S.F. WETLANDS) 147.992 S.F. a "11ACC RXWJ) LYNN.. 0190, 2 vC CENTS WiLil"s i APPI ICA,2M SPARAGES RESCENTIM- LIST Or WIN IRS REOUFSTED NSO RMW TRUST 76 OJxMLJLJE STREETT I ZONE: GTC-F.RY INDUSIRM ONE-FMILY E � OF TWO HUNDRED THlRrY LYNN. MA 01005 (RI) 0) (RI)CLUSTER I.SECTION N A.I.f WHICH REQUIRES A MINIMUM CENTEPUN T I---- (230) FEET FOR CUINED STREETS. MD. IN RTjCC THEREOF. ��THE ROQXIAY LA� 4 FQIECT LCICUS' UNIX RN LOT MONTAGE: GO R ISO F7 (NONE) SHOWN, ON PILMS. CAI CULATIONS' CtMK UL �1., M I I . LOT WIDTH: :OOVT 150 (NONE) 2.SEGTGN N X4.c WHICH REW3RES CUL-DE-SJC STITECTS; NOT TO EXCEED SM FEET IN (NIT OF TOTIN.) NIML. LOT AREk 15.000 S.F. 40.000 ST. (NONE) WIN. OPEN SPACE RETAINED M'l`Ofl S.F. 1.19,01T, WIT 45X 30m LENGTH, MO IN PLACE THEIRE0J. N-LOW A LENGTH OF 1089.03 FEET FOR ROWD AS SHINN PLAND REOUTRED - CH'S SOTT OF OPEN SPM�E REQUIRED) 0' 20' 40' w I OF 2 LOT �E IFY BUILDING: 0. PLMS, (MR. OPEN SPM:E U WN DEFINITIVE SHEET �IMUW HECK OF EUTLCMG: 35 " .5 FT 35 FT OPEN SPACE PRONDED . 303.4541 S.F. (OPEN SP�E UPLmD PRONMED - 21 I.EL55± S.F.) M U D S�1'-40' .:��M A FRONT YAR 15 R FF 15 R 3.SECTKJW IN PONT OF WAY IMPROVEMENTS PETJOr WHICH RECLINES STREET TRECS TO BE 3 1 MUM SiDE YARD: 10 FT 10 R CAJPER. 30 FCC ON,CENTER.MD. IN P�E THEREOF XLLOW rid)(2) FREES PER LOT. MINIMUM REUI YMO: 30 'T 30 30 R NOTE: THE 0,PPUCMT RESER�S INC RICK TO MCND THIS UST DURING THE PERMIT PROCESS. AUGUST 14.ZUI 5 II.6i>s.f. ; °• x399 S.F. ET, i <°�`•', 3. .YA', 6° oa.N t �•'� \ io9'A, Ji.�i�` Y g •stb r°` - LOT a LOT 9 R a: 8.x98 S.F. 1_ k o 1 `R/ �t. 2 4� /i+ \•b 'Jr. 'a. B.»o sf. _I _ LET 10 B g1d ^ LOT 16 r, P, 'm w° _ n w �•.4 8- ,m7eyyY tea• 'i••+\�J Q0. ® ,t 10.245 S.F. w. 9/`.>i-y .•,bJ.. 'I yy 8.782 S.i. \M+T w ¢ S 4a,•7 ay°,�N�mw-)y1v=,°} q-v °i°i9'0eef �i.$ R 8B J.J,M7= R� LOT 17 P.°} ° e:�4i.• q Je q s.�ry x:s.-va gR eSR c • •4 I+YW 81}3 S.F. {i °••'TP> a xiP.'ro are YOB 347 fo.% q�6 •�°•� �ql se,,\ f/SD6Mr /} J R• >04! q.T 4•.61% R- O � � v \•ui a�44b2 w' �J^o •OL. jw e.xzxfye. t.,M°,4 e-�me.'aY,I / �P 8 / �°iKb se•�pT ^ � - ♦9 °' >,p96. °-ai+d� `c_'imro icco' e°,t'��ro •xnm. Sly b,yl s se.'::i°T :-rm.eo e•+° �mf�• R TRAIN zale a,� , Y +.44, -xxv y:"'».• J e L REALTY TRUST/ I?9 x']9�2ve,y LOT 1a FZ 'a os-Wre TADEUSZe �/^.4� 11.6..S.F. ;-:n.�R '°+''gym q•x"?v,°- �dx. w'"^+ +•>,,.WOODLANDS / ADANNA �/ R °-I1v10 Y >.00Ib y w�•+•+ Y'%'' ROAD I CERRTY THAT I MA COWORYEO (� BARCINOWSNI / LOT 19 P� q R _ WON ME RULES AND REGULATIONS Ofi-W17 k4 �/ 10.428 SF. °jO 6.1 8 a °<r° �?J� a $ ° `qa,W e-ne'D'f� q SALEM OF THE REGISTERS OF DEEDS W R b• 100 CONSERVAnON PREPARING MR PVN. a 9• COMMISSION // 12.665F. xl -1¢ff aRR 476-0011 _______ S'O� V..p'/ 'R LOT 25 r6 a 0yyyayr 47' WILLIAMS k SPARAGES LLC ZiP � x23/y n.7e•� /�/� T/Y a'+J,'u Fa��,pe u, � - >.9a u. ° dd y, �` g ,a 9 �]/ (+,�. +,,A4, dP•;t+` an.i \ .0 $ LOT 28 T+ 2 §yS' /A� • • +� RC] Jx. . P.`y ^qq, 9� /% 7.65] S.F. JY M \ g Iw/ Y:TB CF x,479^ ,?`• W 1". serr oT°i R LOT 20 S.'. `-•• LOT 23 � I 44 Ex 1.709 SF. d. °(.6fp':p°` B.zat S.F. A FRT: N . \ #t L:KaxSF a-ruxl LOT 22 L'w� ?o ny^% ZONE UNE \ /. e0`E I ra.\ /ems 8I 7.870 Si. oW /a- LOT B21 y.` / q +S.ibi k b/ 9.404 By. \\V i5p�/ Y \ /'QV't/J+ xj°4i,\',M `•/ M7b•°TS 1,+.91 fpJ.27 /�yy Q w x,.t• 1 \ _ 4 1 \6L SURYA h M\ ISMELLE]]IRYO .^fq wll CITY OF SALEM \ / 06-0015 ^,T/ +] PLANNING BOARD OPEN SPACE 2 \ =mow AREA=135,070 S.F. LOT 27 8 \ v (07.5002 S.F. WETLANDS) 3 147.992 S.F. 4 R R ': a� �RrJ JAMES E. CONNICK OB-0005 O- DENOTES A GRANITE STONE BWNO WITH A DRILL HOLE TO BE SEI. RESIDENTIAL FESIDENTMI. I ZONE: ONE-FAMILY INDUSTRIAL ONE-FWILY _ E (RQ (q (R1) CLUSTER °Nxf••T 4x)13 3lVSTwl J•>y. 6 uIN1YUM LOi fRONTRGE: 100 R 150 R (WOKE) ] x°N.Mttmw+Nm lxlam2015 S 2 N°WronmNb fMel 11/1912015 MINIYUY LOi WIOM: l00 fT 150 FT (NONE) I Iw mn le/19:Natn 91//2015 MINIMUM LOT AREA 15.000 S.F. 40.000 S.F. (NONE) LYNN SAND Q STONE OAR LOT COVERAGE BY BUILDING: X111 45X 30TI C/O AGGREGATE INDUSTRIES NO MI MAYIYUM HEIGHT OF BUILOIHC: m F'T 45 rt >5 FT 05-0012 DEFINITIVE PLAN R MluwuM FRONT YARD: Is Fr 30 rt 15 rt _ MINIMUM SIDE YARD: m n x1 Fr 147 ix I "THE WOODLANDS"SUBDIVISION MINIMUM REM YARD: 30 FT 30 FT 30 rt SALEM, MASSACHUSETTS g OPEN SPACE CALCUIATIONS6 S7H14ER: •c1 TOTAL PARCEL MFA->SO.mB S.F. BMbWA.DRISCOLL V AL A WW.OPEN SPACE REWIRED . 150.103 S.F. (20% OF TOTAL) 18 v, ] E ROAD k NA 01901 FT OF WAIVERS ROU STD (YIN.OPEN SPACE UPLAHD REQUIRED - 75.054. WHICH M 501 OF OPEN SPACE REQUIRED) M;C(5 38055.36056.38057 ���1 i i.�1..l�• 4 CLERKS CERTURGTIDN OI: THE PVN OPEN SPACE PPXMDED - X13.455 S.F. 7+2LLsl' MS 1.SECTION N A1.1 WHICH REMPRES A MINIMUM CENTERLIHE PAINT OF TWO XUPOREO THIRTY (OPEN SPACE UPTAKE PROvt0E0 � z11.6562 S.F.) eop I ANI CC DATE: __ (230) FEET FOR CURVEO STROM.MD. IN PLACE THEREOF.ALUM THE ROADWAY LAYOUT AS NSD RMTT TRUST �lL• SPARAGES SH01Vn (M PLANS. 76 I M TUE STREET . I, CLERK OF ME CITY OF SµEM, DO LYNN. MA 01905 g HEREBY CERTIFY THAT THE NOTICE OF MPRWAL OF THIS PLAN W 2-s CTION N A.4.0 WHICH REOUIRES CUL-OE-SAC STREETS NOT TO EKCEED S00 FEET IN =19-0. NNN— THE PLANNING BOARD NAS BEEN RECENED AND RECORDED AT THIS LENCM.AND M PUCE THEREOF. ALLW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN PLAN REFERENCES: yAL CLARK AT LOOuO' fml[101 S ORYCE AND THAT NO APPEAL WAS RECENED WRING THE TKENIY CLARK AVExUE 54EM, w YOGLlO1.Wo19,9 ON PLATS. Rq 0 RL R FFRFN- S x10xLO7O Sls-TN+ Mn xEXT AFTER SUCH RECOPY AND RECORDING OF SIJO nOTCE. 1) LOUD COURT PUN 7159-8 TALOxO sslHimO PflP n MAP 6 PMCtS>. 6 k 9 3.SECWn N RIGHT OF CE IMPROVEMENTS ACEPCUGT WHICH REWIRES STREET TREES TO BE >)' 2) LAND COURT PLAN 7159-x ....++. a CAMPER, b FEET ON CENTER, M0. IN PUCE THEPEOF ALLOW Two (2) TREES PER LOT. 3) LAND COUNT PIAN AN ENT mf• a 30' 4° 8° DEFINITIVE SHEET 2 OF 2 ] CIN CLERK NOTE: THE APPUCW T RESERVES THE RIGHT TO AMEND TMS LT DURING THC PERMIT PROCESS. 4)MASSACHUSETTS`UNRECORDED PUN ENTITLED 'M TIMNTPNE THROU H CTOBPLAN.CHAPEL HILL. SALEM. ITERNANDS DATED NW 28. 3. REVISED THROUGH OCTOBER 2fi. C B R SGS 1•.2V EASTEPN MND su1NEr (SEE MWLN >. 2006 OEGISgx BY SALEM TANNING LtlMO). R� SHEET 3 OF 1 1 AUGUST Ie,201s If• ,€ \ t p\ a p-�•^ j •• g I CERPry TIUE T 1 HA CONFORUED J• / sw `\ rAsa \\ ♦ -bv ° R y n?o eHITH IONS Or THE REGISTERS OF DEWSES MD IN i r� tia a. � gE i PREPARING THIS R'IAN. • SPACE v • " =-------------------------WILLIAMS k S BRACES LLC .�a •"' r IRm _ e o— / ��'%• F 1J„m- y •r e Y 6•a D try b° �'\� Y�• . 9 ., ao��O // / "; n A ^'®"n.° 9 Im m,wINRRL \ 9L ° Y PS'/` w�, ,G U; A� m. tr a ,b y �.•qOa s4aar a sra v�smr) \\ tr �•; ' sti�ivn..wa o�T -•-"m � \ ,y db'•Y 12 ' qn�� 1/ 1S W e"s� V 3>Ly 9 8 O 10 11 uo IF'O I-- .bF s�i:o'A IT ...ee _ ``��`` m oo�'�a Y •^ er o:,�a A K Uy B sIv.NE IRIeM � www II,N®I .� � vroPvsYn-- 3P'Lv a '•t;}`,a^ i`maao• FRtr>�w RI E� mn[ ��\ 7Y ® \'c-; a Y_Y =w...w• viwo,c v °w. 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HOME OF THE CRT Or THIS PDO \ e` MR RRN N A.aRFRRNs.410.N GUCE THEREOF.ALLbA S. 110" EM S()As ET I- w%AxS. ® // HEREBY CERi1fY ilRD ME BOM'E OF DMD Or RD PLT Hf OTHEFF PLAND T BT.0 HAS BEEN REOE D ID RING THE CD Ai M15 \ a.SECnOx n Ale ww0.RECRRRE9 CVI-OE-vt 9TREER xOt TO E%CEFD SW rtEl Ix tExGlx.4m In CQK Fm2R[R / / OFFICE ZT 110E xD N REE w,$ D RECO DURING SAID 1WENIY \ \ \ NACE IxpFOI.ILLOY.`IENG!M Or ISH.FEET MR RW°AS Slgwx w %ANS. DALE: sew-slOR o01R.0 oRIE x0,[ i DAYS NEKT AFTER SUCH RECEIPT AND RECORDING OF S4D NOTCE. \ M°_ ND p,{1�p /j 1 1t J. EN]0 FEES ON COFER.SHO.1.pALCT ERE 'Y RHONI NOD(2)'EES�°FR ID!CS M BE J(•fJLIPER. WE:THE APPIIGxt RF5FME5 THE RIGHT TO MEND THIS o5i W C THE I'M.PROCESS. -/F-xw OR M°w // OFF CIERK \ TRF 0 R9PoSEn rn4aa '�• � QC- @ Y\. \t FJNFOs[e SPoT De..lw �— j /. aR 3 $9g�SYL gy[5aF�2i D[ @I �a7 POSED DeRp R S a E a 4.REwm Z d @_Li B§aTcef8# scsL iwRjY!OfN' .1 FENDE - wR.a NTt�'. OR`.u°AtE, TNa STORE ee SET. 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SUPFACE RON URECT:ON 1 t IST + LIST OF WAIVERS REQUESTED ' . • CLERKS CERTIFICATION ON THE PLAN 1 .SECTION IV A.1.f WHICH REQUIRES A MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY DATE: ------------------ (230) ______________ __(230) FEET FOR CURVED STREETS, AND, IN PLACE THEREOF, ALLOW THE ROADWAY LAYOUT AS CLERK OF THE CITY OF SALEM, DO oyos'a� SHOWN ON PLANS. HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY P mw oGA 2.SECTION IV A.4.o WHICH REQUIRES CUL-DE-SAC STREETS NOT TO EXCEED 500 FEET IN THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS STRf G���P� LENGTH, AND IN PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN OFFICE AND THAT NO APPEAL WAS RECEIVEDIbURING THE TWENTY ON PLANS. DAYS NEXT AFTER SUCH RECEIPT AND RECQRDING OF SAID NOTICE. I Q LOCUS r 9�' 3.SECTION IV RIGHT OF WAY IMPROVEMENTS POLICY WHICH REQUIRES STREET TREES TO BE 3 " CALIPER, 30 FEET ON CENTER, AND, IN PLACE THEREOF ALLOW A MINIMUM OF TWO (2) ----------------------------- r 2GF TREES PER LOT AND GENERALLY AS SHOWN ON PLAN. CITY CLERK NOTE: THE APPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. , qN hVH I CERTIFY THAT I HAVE CONFORMED � ReM WITH THE RULES AND REGULATIONS 2 � VICINITY MAP OF THE REGISTERS OF DEEDS IN PREPARING THIS PLAN. 1 "=800't ` ` \ JE TO ON NETTE H /ALFRED & JOAN / WILLIAMS & SPARAGES LLC /.• / JOSEPH & / 07-0008 FRANCES LUCIANO/ LOUISE P. PAUL, PAULETTE, NOTES: _ 07-0007 SLEISON / JOHN & SCOTT GEORGE M. & / / GAIL L FIALHO LORRAINE M. ILIR & ESMA rn 07-0005 LEBLANC 07-0003 /GAGNE TRUST/ 1. VERTICAL DATUM UNKNOWN (SEE NOTE 2) • r + 07-0004 07-0076 HYSENESHI WILLIAM M. 07-0002 MONROE. JR. / ESAM Y. 07-0086 ABDELGADIR L 2. EXISTING PROPERTY BOUNDARY, TOPOGRAPHY AND UTILITIES ARE AS SHOWN ON THE 07-0001 Q PREVIOUSLY APPROVED DEFINITIVE SUBDIVISION BY THE CITY OF SALEM (MARCH 3, 2008 RICHARD L. O'DAY U DECISION) ENTITLED "DEFINITIVE SUBDIVISION PLAN, CHAPEL HILL, SALEM, MASSACHUSETTS" 03-0137 J LEGEND OF SYMBOLS AND ABBREVIATIONS DATED JUNE 28, 2006 REVISED THROUGH OCTOBER 26, 2007 BY EASTERN LAND SURVEY. MONITORING WELL �w 3. WETLAND RESOURCE AREA BOUNDARIES WERE DELINEATED BY WILLIAMS & SPARAGES. / 2 3 .. FIRE HYDRANT " 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE >. / LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON / 4 OPEN SPACE 1 WATER GATE THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN 1 WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND JEFFREY M. CATCH BASIN (DRAIN) APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITH THE WORK. &Roc o T. H'pp 5 ` 02-0046 r OYAN UTILITY POLE COD5. TRENCHES CUT INTO EXISTING PAVEMENT BE HEAT PATCHED. OS RpgO 6 LIGHT POLE 6. ALL WATER MAINS SHALL BE 8" DIAMETER CLASS '52 CEMENT LINED DUCTILE IRON (C.L.D.I. ) UNLESS OTHERWISE NOTED. vL 13 `��� 14 DRAIN MANHOLE @D 7. ALL GRAVITY SEWER LINES SHALL BE 8" DIAMETER SDR 35 PVC PIPE. F 12 --� 15 7 SEWER MANHOLE OS 8. WATER AND SEWER SHALL BE CONSTRUCTED WITH A MINIMUM HORIZONTAL SEPARATION \ (TO BE ABANDOP3�G) �, OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED 16 8 9 10 11 CONIC = CONCRETE WHERE WATER AND SEWER LINES CROSS. \ ' SBDH = STONE BOUND DRILL HOLE \ 9. ALL STORM DRAINS SHALL BE HIGH-DENSITY POLYETHYLENE PIPE (HDPE) UNLESS o�aRk�OFR \ 17 A FIND = FOUND TR2q� of = OTHERWISE NOTED ON PLAN. � REALTY TRUST WCR WHEEL CHAIR RAMPST / FNUF � .� • / ��,� �+ � . _ ___-- ___. --- -- -""-"- � = 10. MINIMUM PITCH FOR ALL DRAIN LINES SHALL BE 0.5% UNLESS OTHERWISE NOTED ON 06-0019 �\ 1 H N/F NOW OR FORMERLY THE PLAN. —'/ - Rovto} \ _ `qac' WIDE - "" TROD = IRON ROD + PC SHOWN ON LC FLANI — 1 1. ELECTRIC, GAS, TELEPHONE AND CABLE T.V. SERVICES SHALL BE INSTALLED AGF` TADEUSZ \ 71598 (SHEETS s ario a; _ UNDERGROUND IN ACCORDANCE WITH THE APPROPRIATE UTILITY AGENCY HAVING F & JOANNA 1 g\ _ _sa �� Aro SALEM TREE f� BARCIKOWSKI � CONSERVATION JURISDICTION. 06-0017 24 25 COMMISSION SO(�Tjr B 06-0011 EXISTING CONTOUR 12. STREET TREES SHALL BE PLANTED AT TWO (2) PER LOT UNLESS OTHERWISE NOTED ON 04, CRCL� 26 _- - PLAN, SEE REQUESTED WAIVER. ��, PROPOSED CONTOUR ----'04;---- 23 - - - - - - - - - - - - - 13. FIRE ALARM BOX INSTALLATION AND LOCATIONS) SHALL BE IN ACCORDANCE WITH THE \ 2 EDGE OF PAVEMENT EP REQUIREMENTS OF THE CITY OF SALEM FIRE DEPARTMENT. — ' VGC -111\ 21 22 scALF� LOCATION RI VERTICAL GRANITE CURB 14. TRANSITIONS FROM THE PROPOSED ROADWAYS INTO DRIVEWAYS SHALL BE MADE USING z IZ LINE RADIUS GRANITE CURBS. t PROPOSED STRAW WATTLES —• • •— 15. STREET LIGHT INSTALLATION (TO BE SHOWN AT A LATER DATE) SHALL BE IN PROPOSED SPOT ELEVATION ACCORDANCE WITH THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS, OR, OTHER APPROVING AUTHORITY. SURFACE FLOW DIRECTION SURYA & 16. THE SUBJECT PROPERTY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREAS ISABELLE WIRYO C (SFHAs) SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD AS SHOWN ON 06-0015 FLOOD INSURANCE RATE MAP NUMBER 25009CO531 G; MAP REVISED JULY 16, 2014. 17. PROPOSED FOUNDATION UNDERDRAINS SHALL NOT DISCHARGE TOWARDS THE STREET. SEALS OPEN SPACE 2 27 -s� s M 7 Land Court Comments 8/23/2016 CITY OF SALEM JAMES E. 6 Land Court 6/11/20116 CONNICK 5 Legend of Symbols &Abbreviations 1/29/2016 P AWIT BOARD 06-0005 4 Planning Board comments 1/22/2016 WOOF 3 3 No changes to this sheet 12/07/2015 2 No changes to this sheet 11/10/2015 1 Lot line 18/19; Legend; Notes 9/4/2015 -- LYNN SAND & NO. REVISION DATE -- STONE C/O AGGREGATE INDEX PLAN INDUSTRIES ---�� - � ------- 06-0012 n n THE WOODLANDS SUBDIVISION 0- . - SALEM, MASSACHUSETTS OWNER: I - -- _- BARBARA DRISCOLL ET AL 18 WALLACE ROAD LYNN, MA 01901 ------------------------ LC CERTS 36055,36056,36057 y' " �/ WILLIAMS PLAN SET INDEX NSD REALTY NSD REALTY TRUST ____ 76 OAKVILLE STREET : SPARAGES SHEET 1 : INDEX PLAN -------------- __---- - ENGINEERS 1 PLANNERS I SURVEYORS - LYNN, MA 01905 189 NORTH MAIN STREET tSUITE 101 PROJECT LOCUS: MIDDLETON,MA 01949 SHEET 2-3 : DEFINITIVE PLANS PLAN REFERENCES: ________�______________ CLARK AVENUE SALEM, MA PHONE:(978)539-8088 FAX:(978)539-8200 1) LAND COURT PLAN 7159-B ASSESSORS REFERENCE: WWW.WSENGINEERS.COM SHEET 4- 5: DEFINITIVE PLAN & PROFILES,0 FI LES; _______________ ______ 2) LAND COURT PLAN 7159-X MAP 6 PARELS 7, 8 & 9 4 3) LAND COURT PLAN 7159-2 0' 40' 80' 160' INDEX SHEET 1 OF 1 SHEET 6 -7: TOP0GRAPHIC PLANS 4) AN UNRECORDED PLAN ENTITLED "DEFINITIVE SUBDIVISION PLAN, CHAPEL HILL, SALEM, DATE: ---- MASSACHUSETTS" DATED JUNE 28, 2006 REVISED THROUGH OCTOBER 26, 2007 BY SHEET 8= 1 1 : DETAIL SHEETS EASTERN LAND SURVEY (SEE MARCH 3, 2008 DECISION BY SALEM PLANNING BOARD). SCALE: 1"=80� AUGUST 14, 2015 SHEET 1 OF 11 • SBDH (Fp) JEANE��E HOOT8ALFRED & JOAN 0RION / / GEORGE M. & / 3/4/2016 / JOSEPH & / / GAIL L FIALHO / FRANCES07 0007IAN0 / LOUISE P. SLEISON PAUL, PAULETTE, JOHN / 07-0003 LORRAINE M. 07-0005 / & SCOTT LEBLANC / GAOG�E TRUST ILIR & ESMA HYSENESHI / \ 07-0004 / / 07-0002 WILLIAM M. MONROE, JR. / 07-0086 • �, /• / ESAM Y. ABDELGADIR ` S85'29 ' E 07-0001 1 1" / RICHARD L. 0 DAY ,\ _y 951.48 03-0137 114 09 S76• PROPOSED \\ N7 •24,511p3.78 0j'07' gDH (S) E 10762 / 7/25/2016 DRAIN EASEMENT \ 10.3 w 1 OPEN SPACE 1 / �hti htx0QOS;o \\ _ o Q SJ_ e. AREA 168,292 S.F. 9 o� s� �, LOT 2 }(0 Q LOT 3 88 44 100± S.F. WETLANDS �S� �o \ 7 697 S.F. I 00 � �S ( ) 6 49.1 s� � Z 7,412 S.F. o S�/6 5•�� ' / / \ `S��i G oo-. �h�1 NB6'40'01"E Q�\ �o \� 3„ job o o,� 6,2 p-2 4:=:22-07, =22'07' try �h 60-11 ` <� \ R=165.0065 R_F3.73 48' $ LOT 42 F. LOT, 1 �" \ �\ o \ L=,65' 165.00 66.15, 7,492 S.F. C� 9> o / s 7,805 'S.F. � \ 'o 0 215 05 53'e O^ So O \'O ' R=165.00 N ' 8S r - - - - ( / 8 G q6 6 0 Op 40 3 - - - w s •S F D �, �� ,��• S66•�. try / - - S81'�35,.E � spy I A N8650.24 F � 74.40'3 0 �66�1S' 8g 553 F LOT 5 / - - - - - - _ _ .2 - - D�,125 S3" 7,421 `rsr �� 2 79.74 - - F S.F. 8 - CITY OF SALEM �� - R 92 0,0 J 31.71 �� L 62 �`45 40 000 \� �00 00 <v \ - - P N BOARD O° N86'40'01"E S °c' � l A�,\ ��0 /`� - _ o JEFFREY M. & `�° - `�s9 �' �'1�5 0 4=0483 „ 4 sss, ` � 4\��. /tet o�1 F 9, z ELLEN T. ROGATO \ PROPOSED 1�112`�.��.55 9 S66.0�5 'SS\ OS �,\8�i 62 ��' �`'o�P _ 0 02-0046 \ UTILITY R%�53 SS3., F /,� 390 4 S 0: p0 J'� S\� EASEMENT p°� O D� w \� F 100 ' I O� 00 / PROPOSED \ F 1�0' v O `L a, 00 / r' -'\ �S ryh ,y'1 rr �n S6 S8 O LOT 6 DRAIN �P ROADWAY p ,. �.,,� �, '� \ ' \ � 6'1 2S \ „>,.: - o O p0 p \ p '� 1 �� LOT 13 S' EASEMENT o. ---------- -- - 0 0 ,p o, o Q % 'L \ cv - \s3 �\ 7,203 S.F. EASEMENT 11 .� o � p o � s 0 6 o . S g 1 o h \ ti ' D ��o �,� o \ ss° 8 521 S.F. '� 0' F • ,o ti \ o \ S z LOT 14 <; a\� 39 °� °•� $ s0 I Ol 0 D �`3 1 O� S \ 6� r 4 -- R�357 3 0 22. O� 6 ���)O• ,�!�h 66.1 '23 F r, \ ,� oo ` ' o� '11\ so\�� 11,203 S.F. ,2. 00 s oQ, o o �� 10 ---- ---------- -- --- , /J 00� �p� 0 •O ��` S S�9 SE \� . <\ `32' `�90�� 'Qo`\�. •5`` pp�1 \�4,F 3 19 \ S A 9 O d- 4 N 8 � 0-4\\ O � 4 w, S� $• �p0� O 56; 6 \���0� F \S�y 4535 6) 22.500 S �O�O�A' l�P $66.296 �� 671 \ - ------------------ a :z90-00, �6� LOT 12 \�� 9�� \\ LOT 15 ' ° 04 ° ° �: F 39'42 7 \ op 7,368 S.F. \ ,� `3'2Q .3 O O4•, S85'38'41"E N75 0 . t'(--30 00p00„ 0 100. \ p 2� <v \ 0 9. LOT 7 15.46 97.53 191.54 0) DH (FD) L_ Q o )' �o`' \ a �� 12,424 S.F. w S85'38'41"E 78.55 S85'38'41"E l O S85'38'41"E 10) 3/17/2016 12 ,o "�, �\--- - Q ^� �,• �o 01 7,296 S.F. o 10 40 V1, �<o^o0 6 1 �� �� PROP. 06�\ ` h n/ <v Q°Q 4� '`)' o d .pQ 0) U, of ao. �g �1 O5 DRAIN\ o, \ 45 a o o '1 ^� ^� 4 0 N o O., p i�� ESM'T. F 13. S2 / �QQ 0�4' <" $sg'°8 7 ?`� �o �6'RSO 9 Rd.2 2 >_ LOT 9 ------------------------ ° o: �� 91.43 42 s5 / �, �, o s 3 oo s LOT 8 o o LOT 11 z ` �. Q 104.88 �^� oo ��0 F \ N83'38'00"E SS /oo `� .�S - <� 23 O6, p• O N 0� Z 0 1 ° 3 6 798 S.F. i. ra.'-' W ao o Q s� 0 p =`1 �� mac' PROPOSED n� LOT 16 X4.1 00800 9• 6,370 S.F. �� _ i+;o LOT 10 -, 7,994 S.F. o 0 o N N83'38'00"E 78.24 R 3 �`b �y DRAIN \ 10,245 S.F. ,w 4��.3�� �' `�� m rn Q a Q `° w ------------------------ s c F'ygi 734 0. \ASEMENT ,� o ss �2 o `�.�0--° Z 6,782 S.F. o W w 9.39 39.68 N L9 ^� 4'°542 44.94 00"E sfq�gl/FNU o ':`b �� - 7 2 S Ng3'38' 6 43q E�Or �b' \30 = S'�S,° 4`2000 z22'1 �� O)Q N O h R\ R- 22'13'1 D 15'58'0 2 84.01 N o 78.24 (� qN F `� �� O ^� o,• 230 • 230.00 L=75.24 _ p=91'30'1 " N83'38;00"E ,� o O CBDH (FD) S r F 00 (T``` /�, o 4,4 0. L=89.20 R=270.004 _ ° DISTURBED 0.08 $ 61 H� ° r O PROPOSED LOT 17 9-,49,00 27' N O O o 0 64. 01 D) ry 4 2) C,9• 1 d _ L=50.0 i�o ^� • 0 8 233 S.F. 21" 44 4" R=50.00 0� mooto SALEM a , R, 32' CONSERVATION 3/4/2016 r Fp) �o $64� ��30' EASEMENT �F. 4��29 j3 0 4 L=119 7g '?'270 5 7• 230 0 L=95.91 zM 1� ^�u0� o SEE DETAIL 0 STURBED \30 F 20 ` ^� / � 4°2 Ra2)�4g 21 Q R25 70.00 00 Ra230.0 0� C=4.85 0 Q-R=50.00 4 lit z COMMISSION _ •a e 0 PARCEL A 25'1 3 109.54'22' 06-0011 p 9 3/4/2016 F 1�8 �g 5 \ Off. �p p 234 ;1,0 6 0.52 -------------------- 47,925 S.F. 8 off. 35 3 58 DETAIL: / 00 S 8 '\ �� �� =25' S `JiS R= �o NOT TO SCALE S85'1 03 9„ �'`... -`- 0:v' • _ 27 R_ 2 '16" R=23 8 ,26• DATE: ---- tu-------- fy 17.41 584'21'59"E r�.�0 4 - 2.8 L-1 s48' _ - R�2 06 / E 230.00 4, 0.00 L� 5 A o TRAIN 2014 56.40 s84'21'59"E Q QO `�8 2 ° p - 02.05 _ 47 55 9.60 DH (FD) r's; '1342 g„ h0 0 R=270.00 <1, L=101.80 d, D,60 7/25/2016 G 1 �n c 74.21 �b �� 5 L=55.23 4 A 1 N85'09'45"E S s� REALTY TRUST Cg0 �O,i. / u0 CO S84'21'59" LOT 18 ����6��;h �A=11'43'12" �����RA _230.00 Ra2;;, a - END OF WALL 06-0019/ 3/4/20,6) o°` N�/ ---x.130\ 11,644 S.F. p'$� L_230.00 0�O�° 25 21'39" /��h �9 L,S3��0 .�S N85'09 0.23 N rn CLERKS CERTIFICATION ON THE PLAN /� \°= J TADEUSZ 0, /�Z p=149'2037 --- --' p= A O ' 0 G \ & JOANNA �, O / '�.LOT 19 L= O.00 N CLARK AVENUE ° o 0'01'48' s•. D:_ , p0 4- �2 60 F Q 130.3 o, �Na' 6 __- �\ 4' R-5 0) 1 - UNIMPROVE ) `O -- DATE. o BARCIKOWSKI 0) o _Ii A.o' WIDE ------------------ o N.^� n `V w ^� ' �0 Op 35'S6' `r z 9 940 S.F. oo t 7159�B Oo `° o --._ 2._---- - \ 0 06-0017 a o'/� \ N_ AS SHOWN ON LCEETS 3 A PLAN �`� ^� c^o __-- rn d --230j'' = co �o \ ° / N / \ (TO BE ABANDONED) p� ��/�N° __- --- w 48" R=50.00 ) CLERK OF THE CITY OF SALEM, DO p , v. ° 128 DH (FD) N ( °�' O --- �� ip w W L=112.22 3/17/2016 HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY r /_ �`�'h , �- LOT 24 R=SO od o w q `L !n l i0 o C, 00 o N N IN LEDGE THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS / 584.2 53'E \' �_ - ���o`�� 12,636 S.F. a = 74.98 0Ko w ' A LOT 25 Q ss'55. �, N OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY 99.76 S `� o No 37" 11 uw wN 25.23 O U <� D g°� o o rn Q ��a N _ z 0 7 904 S.F. a r. DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. �o R�3 / 74.53 H R, 31 00 p n y �0 C=3 5° / v R' 4\ 23 OD D g �o'0 40 z z o 4 7/25/2016 0 9. O n S ,1 1� 6 00 S'S Ni 2 oG Q°`'���_ / oma, D lj E 233 PARCEL B �tio�1ch'�6 �� �� �, oo LOT 26 CEJ END OF WALL C�R 16,144 S.F. `' �',��ti� �p°o °�F �ho 7,853 S.F. W W ---------- CITY CLERK ---------- ��� 2 0� <�� Q`so"�. CL4210 06 1 o qai 26 1` S82'49'10" �o o / a0 o p- 25 00 p q�J �� 0 E J o o. o s l'- 0 �'. R� 40 �n U ' o• ,w / �•moo Q L,18. 00 81.05 � a ^�,,jo LOT 20 �, LOT 23 o rn h a /� 14,709 S.F. `Jr'z° R=25 46'04„ 8,251 S.F. p $ss•4�. z 0 0, o.h� rn N o o/ 6g J, 60`L 9S 3 3S W 5.46 R=145.00 `acs 1 1 a SEAL o�� / �^ i�/ R=50.00 L=10.69 �s\ F, LOT 27 RESIDENTIAL OF RESIDENTIAL �� /N�� �o� Z AD / L=55.35 p=4.13'2t ?�$ �'` O N ZONE: ONE-FAMILY INDUSTRIAL ONE-FAMILY 30 / _ \Q �� / v=63.25'53 LOT 22 ��'�� ��= 1° 1�� _ - � (R1) (I) (R1) CLUSTER / °o / , s D co 0 7,630 S.F. J o ��1° �'� ON R� n • 640 /� LOT 21 >v �! SCALED �OCAT� - N �, UROURKV It � D LINE NO- N MINIMUM LOT FRONTAGE: 100 FT 150 FT (NONt) 231 F pw cod, 9,404 S.F. - ZONE }w 4 MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) N $6405, 9?3� �`�� �a �/ 2 `'' MINIMUM LOT AREA: 15,000 S.F. 40,000 S.F. (NONE) �� 30. q/ LOT COVERAGE BY BUILDING: 30� 45� 30� ��, �• 14 a `� - - 107.14 O - DENOTES A GRANITE STONE BOUND S 1 ° _/ N83'46'S3"E WITH A DRILL HOLE TO BE SET. �•1016� MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT 4 119.97 Al 2.8 3 o N83-46'53"E 205.37 7 Land Court Comments 8/23/2016 MINIMUM FRONT YARD: 15 FT 30 FT 15 FT ry3 °F N83'46'53"E 227.11 6 Land Court 6/1/2016 MINIMUM SIDE YARD: 10 FT 30 FT 10 FT 21'74 \ • • 5 No changes to this sheet 1/29/2016 MINIMUM REAR YARD: 30 FT 30 FT 30 FT N o �' 4 No changes to this sheet 1/22/2016 / �� 3/�) �Fo) PROPOSED � \ 3 No changes to this sheet 12/07/2015 /2016 DRAIN 1 2 No changes to this sheet 11/10/2015 SURYA & EASEMENT OPEN SPACE 2 l Lot line 18/19; Notes 9/4/201 5 OPEN SPACE CALCULATIONS: ISABELLE WIRYO ` NO. REVISION DATE TOTAL PARCEL AREA=749,531 S.F. 06-0015 r • DEFINITIVE PLAN �:. MIN. OPEN SPACE REQUIRED = 149,906 S.F. (20� OF TOTAL) (MIN. OPEN SPACE UPLAND REQUIRED = 74,953, WHICH IS 50% OF OPEN SPACE REQUIRED) "THE WOODLANDS" SUBDIVISION Cl OPEN SPACE PROVIDED = 302,977 S.F. SUBDIVISION „ (OPEN SPACE UPLAND PROVIDED = 211 ,300± S.F.) SALEM, MASSACHUSETTS �rLOPLAN 0 LAND OWNER: I CERTIFY THAT THIS PLAN WAS DRAWN FROM AN ACTUAL SURVEY MADE BARBARA DRISCOLL ET AL ON THE GROUND IN ACCORDANCE WITH THE LAND COURT INSTRUCTIONS < X18 N, MACE ROAD - LIST OF WAIVERS REQUESTED OF 2006 BETWEEN MARCH 4, 2016 AND AUGUST 23, 2016. IN YN,� LC CERTS 01901 -' TS 36055,36056,36057 1 .SECTION IV A.1 .f WHICH REQUIRES A MINIMUM CENTERLINE RADII OF PLAN REFERENCES: -' APPLICANT: -® WILLIAMS TWO HUNDRED THIRTY (230) FEET FOR CURVED STREETS, AND, IN EDM ACCURACY ±(3 MM + 2 PPM) = (0.0098 FT + 2 PPM) SALE ,M M NSD REALTY TRUST PLACE THEREOF, ALLOW THE ROADWAY LAYOUT AS SHOWN ON PLANS. TRAVERSE PRECISION (RAW) = 1 :21 ,686 76 OAKVILLE STREET SPARAGES 1) LAND COURT PLAN 7159-B LINEAR ERROR OF CLOSURE (RAW) 0.1� FEET LYNN, MA 01905T 189 NORTH MAIN STREET �� 2.SECTION IV A.4.a WHICH REQUIRES CUL-DE-SAC STREETS NOT TO 2) LAND COURT PLAN 7159-X DIRECTIONAL ERROR OF CLOSURE = N41'WSUITE 10 1 EXCEED 500 FEET IN LENGTH, AND IN PLACE THEREOF, ALLOW A. 3) LAND COURT PLAN 7159-2 t 0' 20' 40' 80' 120' PROJECT LOCUS: MIDDLETON,MA 01949 LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN ON PLANS. 4) AN UNRECORDED PLAN ENTITLED "DEFINITIVE SCALE: 1 " CLARK AVENUE SALEM, MA PHONE:(978)539-8088 =40' DATE: MARCH 1 7, 201 6 SUBDIVISION PLAN, CHAPEL HILL, SALEM, ASSESSORS REFERENCE: FAX:(978) GINEE S. 3.SECTION IV RIGHT OF WAY IMPROVEMENTS POLICY WHICH REQUIRES MASSACHUSETTS" DATED JUNE 28, 2006 REVISED DATE: BEING A SUBDIVISION OF LOTS 144 TO 153 AND CLARK AVENUE ON www•wsENGINEERS.COM MAP 6 PARELS 7, 8 & 9 1 THROUGH OCTOBER 26, 2007 BY EASTERN LAND ----------------------------------------- STREET TREES TO BE 3• �" CALIPER, 30 FEET ON CENTER, AND, IN PROFESSIONAL LAND SURVEYOR LC PLAN 7159B & LOT 375 ON LC PLAN 7159-2 0 20 40 80 PLACE THEREOF ALLOW TWO (2) TREES PER LOT. SURVEY (SEE MARCH 3, 2008 DECISION BY DEFINITIVE SHEET 1 OF 2 SALEM PLANNING BOARD). NOTE: THE APPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. SCALE: 1"=40' AUGUST 14, 2015 SHEET 2 OF 11 w • r `����\ LOT 12Q°� / .Io } '9'o 13 l ��, OPEN =4i DH (FD) o / �h ��, LOT 14 N LOT 7 0 3/17/2016 PROP. �\ �,�/ Q°��z �; /�� r SPACE o°cy°o° pRAIN\ o: \Ilb 1345 tia/ 02 M 4 ��\�`� "� ,•" N 0 1 LIST OF WAIVERS REQUESTED moox o o �,,� ESM' F s 7jq�QoA` S 4s8 \ LOT 15 � ��� 9O _� o Q1.43 T 4 2.S t�,Q p 6 oS' 7 R 0 R .25. 2 D°° o La�� 9 2 s h 3 23 06. g� g LOT 9 N �J °' "'zw '� 1 .SECTION IV A.1 .f WHICH REQUIRES A �° °F ° LOT 8 l ,4, o Q 104.88 N� `�6. <�70 000 38., >41 r� n Q a \F Q 00"E � r . S� 106, k�5 N83�- �� 5S /o = h� fro' PROPOSED ^ �� ^ , 80 /:`� oa °' LOT 11 0 0 w MINIMUM CENTERLINE RADII OF TWO 78.24 ``� DRAIN ,N r �� O m Q o�, o�" ni s Na3.36'00"E ti ,9 ' V� LOT 10 f RFy 37 = EASEMENT �� LOT 16 �" ` �j�0 z / rn Q w a w cn ^ HUNDRED THIRTY (230) FEET FOR CURVED 9.39 39.68 _ C 9/N 34 L.`(q p� AO S64,?4� .O ^ r S°�°° O V 44.94 ' 6Fgeg1,, °S3 �' /.�,� �`� ' = 7 = 2 `- 5 THE ROADWAY LAYOUT S SHO ON PLANS 94.01 N83,38 q& �cb h� �OF ?`V L� � -22'13'1 �� N STREETS, AND, IN PLACE THEREOF, ALLOW 624 q F of '� R,200•o R 230. 15'58'0 z ;� o YO T A WN 00 E coo ooCBDH FD 78.24 3 S'HUF q,�0 CIF `� jv�0 ` "� "��' d, 230 ° L=89 00 L=75.24 D=91'30'1 ^o N83�� o^ DISTURBED 0.08 ' '� S 67, ° F �To ZcVo PROPOSED ^ LOT 17 �., 48.48 00 20 R=270.00 4 �g 27' L=79.85 o c�coo 0 o S 4 6�3°7 Oj EADDRAI NT 8,233 S.F. A, d C�s9��0 17" L_1 j R\44 ss14" 4 -1. R=50.0 9 z 'cnoo SALEM 2.SECTION IV A.4.a WHICH REQUIRES .;' 3/4/2016 CBDH (Fp) I 6 oy ,� 72,• 3 o a S 9.79 27° 4,�. R-23p 32" ^ CONSERVATION CUL-DE-SAC STREETS NOT TO EXCEED 500 SEE DETAIL �, �� 02 L\ 2 j 4g' _ o0 230 5 0o a�� Z COMMISSION FEET IN LENGTH, AND IN PLACE THEREOF, p DISTURBED 530 F 2 °> h g R, 4g' R=27 00 Ra 36' L, 00 0 p 3/4/2016 F 7 °0)g O� O� 0. 15» 4 8 10955 �� II y s ss \ h� �. 8 0\\�� 23 8°2j�� PARCEL A -25�25�16" t--,35 '.30.52 0=109'54'22" 06-001 1 ALLOW A LENGTH OF 1089.03 FEET FOR 5, s ROAD AS SHOWN ON PLANS. q DETAIL: / g •00 88 O -�hr's R, a=25'25' 3 38 6 5 h0 NOT TO SCALE S85'13'09" --'' "' 0 2j0 R= 16 R' 230.00 230 L'2 °° - '� '� 17.41E 58421 Sg E -� � �o dL=82'82 ° L=102.05 _x`848'��'R6��5°6' 9.60 c6 DH (FD) 3.SECTION IV RIGHT OF WAY IMPROVEMENTS tioG TRAN 2014 / mss: 1 .3428.. �2ho�6 R=27o.0o a YR_ 56.40 sx4.21'S9"E ��� L=101.xo a, �� 7/25/2016 POLICY WHICH REQUIRES STREET TREES TO ,Aj74.21 L=55.23 - 11• N85'09'45"E J, J' REALTY TRUST Ce o Ln co S84'21'59" LOT 18 ��61g� �p=11'43'12" o��2RA 23p 0p Ra 1X24" - rn END OF W L 06-0019/ 3��y �Fo o�'��� //�o� -��3o.s1 11,644 S.F. o s ao 2s21'3s.. 0 2�0° a, , , �\ coq X207 t p'� L=O. �Qoo /��o° „ C�532po A,.� N85'090 23 W AND, N PLACE R HEREOFEAL OW TWO ER2 ` p J 6 �°? _�' 20'37" ul R=230.00 „ A �.'L`� 'k° < 2 .� cv rn si" ( ) / o TADEUSZ Q i- / 149' _ `i �� / & JOANNA o� / Z\LOT 19 °L=13°.33._._- o_____ CLARK AVENUE p=0'01 48 9: Ro�ko °2p6o0 ^� TREES PER LOT. dv 4i R=50.00 rn UNIMPROVED) 00 �0 n 610 1.2 o BARCIKOWSKI rn o /� 10,498 S.F. �, c,+� , (40' WIDE - h. ^ _� ----- °o 06-0017 o/�o �� NOTE: THE APPLICANT RESERVES THE RIGHT TO M \ N AS SHOWN ON LC PLAN 71596 moo, Q ?300 z ,/ °=12x•35'56" AMEND THIS LIST DURING THE PERMIT PROCESS. o / co h/ <o czo r i (SHEETS 3 AND 5) o -- °o ° ABANDONED) O ��D ry w ^ 7 48" R-50.00 DH (FD) �� (TO BE ��. LOT 24 co w �, R` L=112.22 0 0 3/17/2016 / /_ ; O� x 0 'n co 0 5p.0 0`tcv IN LEDGE IJ / ss4 h° 12,636 S.F. LO ^ ^J a L,74.99 0 ^- N� 9 2153"E �-- �° o o^ No �8S'S5'3j1, w } S0 LOT 25 �o R,30 13 25.23 / 99.76 �� �\ .�°O° Z o 7,904 S.F. _o °'� o J ^�1 Op �- 74.53 4.2:25 6S �9 kh 60 O S z Z d DH (FD) o yoG 8.54 0���� /l �� RIDGE �' 3233 PARCEL B ���°�ti°�.�k�k,.� S'2� �, 4-0 - 0 0 0 END F2WALL Z ��`p�: C� 16,144 S.F: `' �',6°`�ti� �° oma,, LOT 26 ��' ° F 0 7,853 S.F. u CITY OF SALEM o <� � s � RCE 10' -� �° �6 Sx 3!1,(?0� p,42 °° p ��l ��61. 2'49'10"E o °'�o`� �°�`�= R"�a�0 _145 ° J 81.05 ; PLN OARD ° LOT 23 LOT 20 � R , 0.25 46'04„ 8,251 S.F. o 0).4r) 0) /� 14,709 S.F. rte: o - - ---- - ------- o� J� p cr ,L° S6S 4 3 z /� 0 2 r`o^o/^ co L.46.69 J'c, ��0 9S S F _- / N o/ Q Q /`°v'/�' N `b/ 50.00 R=145.00 s 37 \ . oo`� a M' � R= 35 L=10.69 �� s\ _ /=N \ate. w ^� / °=fi3 25 53" A=4.13'21" v°o ` ----- \ / 3 o LOT 22 °��� �= °0 ` D C, 0 7,630 S.F. ��1° �� GATION R1 0 `°`� LOT 21 s o I SCALED LOCATION N ----- - 00"22 130" /CO 0 � �+ - LINE I - ----- --- / 7 ,� o � 9,4 4 S.F. _ ZONE fin, 564 OS 3 92 m 1� 745 ��O 2 �"/ N83'46'53"E 107.14 ------- 7 02/ / 0 4 S6\ -� ?240630 Q , N83'46'53..E 119.97 o r � 83 F o 205.37 z 1 h -- 227.11 N =cV 21.74 N83'46'S3"E ----- -- .:4 0/y -------------- ------- Vv IAI PROPOSED cr rn 2016DRAIN EASEMENT ------------------------ SURYA & ISABELLE WIRYO v 06-0015 ����� •��� ------------------------ h =c� DH (FD) i N 3/4/2016 ------------------------ ) • ' CMN S;;,7. DATE: � _�to------ LOT 27 0 147,992 S.F. o 0) (NOT TO BE CONSIDERED A SEPARATE BUILDING LOT) N OPEN SPACE 2 r h } AREA=134,685. S.F. I PLAN REFERENCES: _ (47,400± S.F. WETLANDS) o DH (5) z 1 ) LAND COURT PLAN 7159-B 8/23/2016 z 2) LAND COURT PLAN 7159-X 3) LAND COURT PLAN 7159-2 4) AN UNRECORDED PLAN ENTITLED "DEFINITIVE SUBDIVISION PLAN, CHAPEL HILL, SALEM, N MASSACHUSETTS" DATED JUNE 28, 2006 REVISED THROUGH OCTOBER 26, 2007 BY EASTERN LAND SURVEY (SEE MARCH 3, 2008 DECISION BY SALEM PLANNING BOARD). t 04.73 I o 7,3 r o • z SEAL •wy�9 1 H � ( JAMES E. CONNICKe. ' iohwJ. j . RESIDENTIAL RESIDENTIAL ZONE: ONE-FAMILY INDUSTRIAL ONE-FAMILY 06-0005 DH (S) �' R11t y x/23/2016 (R 1) (1) (R 1) CLUSTER MINIMUM LOT FRONTAGE: 100 FT 150 FT (NONE) • El - DENOTES A GRANITE STONE BOUND Si1i+v' MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) / WITH A DRILL HOLE TO BE SET. �d-�(• O/Y.� MINIMUM LOT AREA: 15,000 S.F. 40,000 S.F. (NONE) s Land Court Comments 8/23/2016 LOT COVERAGE BY BUILDING: 30% 45% 30% + . 6 Land Court 6/1/2016 MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT / S80'23'22"E 52,356 580 26 0-3 � 347,3p 5 No changes to this sheet 1/29/2016 / 4 No changes to this sheet 1/22/2016 MINIMUM FRONT YARD: 15 FT 30 FT 15 FT 3 No changes to this sheet 12/07/2015 MINIMUM SIDE YARD: 10 FT 30 FT , 10 FT r 2 No changes to this sheet 11/10/2015 MINIMUM REAR YARD: 30 FT 30 FT 30 FT -LYNN SAND & STONE 1 • Lot line 18/19; Notes 9/4/2015 C/O AGGREGATE INDUSTRIES NO. REVISION DATE 06-0012 DH (S) 8/23/2016 DEFINITIVE PLAN CLERKS CERTIFICATION ON THE PLAN N� 3/IP 17/2016 11THE WOODLANDS" SUBDIVISION DATE: -__-______________ SUBDIVISION o z SALEM, MASSACHUSETTS I, CLERK OF THE CITY OF SALEM, DON PLAN O LAN DHEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS - PLAN BY � NER: THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS BARBARA DRISCOLL ET AL OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY 18 WALLACE ROAD DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. IN I CERTIFY .THAT THIS PLAN WAS DRAWN FROM AN ACTUAL SURVEY MADE LYNN, MA 01901 ON THE GROUND IN ACCORDANCE WITH THE LAND COURT INSTRUCTIONS LC CERTS 36055,36056,36057 WILLIAMS -� ----_---- OF 2006 BETWEEN MARCH 4, 2016 AND AUGUST 23, 2016. APPLICANT: �A J SALEM . , MASSACH U S ETTS NSD REALTY TRUST Y V 7� A CITY CLERK 76 OAKVILLE STREET SPARAGES EDM ACCURACY ±(3 MM + 2 PPM) _ (0.0098 FT + 2 PPM) LYNN, MA 01905 ENGINEERS I PLANNERS I SURVEYORS 189 NORTH MAIN STREET TRAVERSE PRECISION (RAW) = 1 :21 686 ® 0' 20' 40' 80' 120' ' SUITE 101 PROJECT LOCUS: T LINEAR ERROR OF CLOSURE (RAW) = 0.13 FEET MIDDLETON,MA 01949 CLARK AVENUE SALEM, MA PHONE:(978)539-8088 OPEN SPACE CALCULATIONS: SCALE: 1 "=40' DATE: MARCH 17, 2016 DIRECTIONAL ERROR OF CLOSURE = N41'W ASSESSORS REFERENCE: FAX:(978)539-8200 TOTAL PARCEL AREA=749,531 S.F. WWW.WSENGINEERS.COM MIN. OPEN SPACE REQUIRED = 149,906 S.F. (20% OF TOTAL) BEING A SUBDIVISION OF LOTS 144 TO 153 AND CLARK AVENUE ON MAP 6 PARELS 7, 8 & 9 S (MIN. OPEN SPACE UPLAND REQUIRED = 74,953, WHICH IS 50% OF OPEN SPACE REQUIRED) LC PLAN 7159B & LOT 375 ON LC : PLAN 7159-2 DATE: 0' 20' 40' 80' OPEN SPACE PROVIDED = 302,977 S.F. ----------------------------------------- 41 DEFINITIVE SHEET 2 OF 2 (OPEN SPACE UPLAND PROVIDED = 211 ,300± S.F.) PROFESSIONAL LAND SURVEYOR y SCALE: 1"-40' AUGUST 14, 2015 SHEET 3 OF 11 SEE PROFILE SHEET 2 \ \ / PROPOSED DMH o Q q\ GF !! 1 0 RIM-140.8 o' 141 47.0 ,% 44.s 1 CERJIFY THAT 1 HAVE CONFORMED 12` INV-136.06 0\ 5 Sp' rF \ / / 1s" INV- 50 5 �y\ 3 s o TF So. '49 4 '¢.z OF HTHE RULES AND REGULATIONS I PROPOSED SMH �, , �Z. O THE REGISTERS OF DEEDS IN Q cF s PEN SPACE 1 0 1 a� �F X135 0 2 R_1s5.00 GF�J4S 5 PREPARIN T IS PLAN. / RIM=T.B.D. \ �� - �1 0 L=215.05 7 INV=131.66 ss ,� , CV ��A'A• \ -ISO0 g� HYD. \ �\ � O, G 5� \ 2 HDPE DRAIN S=4.8 X5%7 s SO' 'O MO � � PROP. CONTROL - / 3+0 D STRUCTURE _ 72 RIM=122.83 / SMH �WG S S 8" SEWER15=0.65 / _ _ --- ---------- Rtm=13E.7 , `� 'Ry 18' LEVEL- O 116.00 PROPOSED FES ' - - _ _ WILLIAMS & SPARAGES LLC 7nv.=131.44 �C I W S O TF S0. rs 6' ORIFICE O 118.00 / 12' INV=114.00 E�NF I PROPOSED SMH ��� 1 3X ssti I'! r;, �7S �s 8' ORIFICE O 120.50 / 5 0$% RIM=138.33 _ - - e�°0654 K\s•�� 3 �0o'.oss• C��J 4S 12" HDPE INV.-114.50 / - - 5INV=133.33 - - - s 5' ° �7 g�0 X\ / NOTE: ALL TRAP ROCK 8" PVC SEWER w D�i 4+x3.17 �s 2 PROPOSED 16' _ S s _ S=0.5�--- \ _ INV-118.0 IN BASIN 4 TO BE _ S 8, s Sp. 0 ,�o ' S / . - (SET LEVEL) 2' DIAMETER STONE -� S \ O �, `L f,C 3+63:17 PVC G / `. O 9 122. s, 5 / N D ___ '22 PROPOSED FES \ I•.�f�. 14- ass { / T 4--2 E t� _ INFI `fes 18» INV-122.00 PROPOSED SHALLOW �\ C TION 12x.5 ., I 5 $O - r 1/ n S, V / ESHGWT )tt t .0 (liYdroCAp BASIN 4 \ TOP OF FOREBAY-122.0 DMH RIM- \ 0 50 O. F\ 1 ss °° s• ) ^ 144P _ _ 4 L SPILLWAY O 121.5 18" INV 122.58 \ . Pond T�. �► t t E�'_, � � DONN TO t 10 t r. > _ 1+30.00 HYDr & / �- 5 o T s'' o S0 T / I TOP ) J 'I 5 cF, J4g �s .� S 1 gS OF BE NO- tG ts1, t ve P tD BOTTOM-120.0 TP OS1 EL 1371 Na O \J S �`S3F O� BOTTOM OF ; r,cEl!Srf\Etd ui_P!EF \ = \ \1 7a.1 s p S cF42 14 x C, �\ > BERM- ' - 6 1 ESHGWT BELO 1321 \ GF ."` , J4) 0 ocN s�t w T °O /R S �_fi ` I 8 L EMERGENCY Sp 117.0 �4, S0. S S � tSS ' � ILI'WAY ® 122.0 :A0 Gr 39 O2X44 �' l "•7 ` sr 4Cp \\ O A �\ S�SO 00� 00 1�5 ti1� �\ 78 \ 1 3 �'4°� �a'F�J4S S T , 3 / ✓^l ,�- t r.�_ -_,. C C -� �� ��Y'a 8 ppE \ `-.'t i A 7 ��---�_, .,L._:_..,,:�_- _, `•-.1�_`� �,__� _> •�.� :�,_ _ _1 ,,v�..-��-.•_. :._-:� _ \ O \ oAF \ PROPOSED DMH - T4s SO'St7 S ('S� < �c %K RIM-137.0SFSg 0+30.00 ` ' � SS, \ , 18' INV=132.54 J TFC qs C,c�.JS TS -137 \ R130.00 e• P c - d' G D� q \ ccs J Sy O S O t 36.0 1 2 / o r 7108 6'x0 0) \` ,)\G� \O\ \ O 5 ?�a 15 `� A6 �, o �, ¢ S3 O 1 1 \ - O� s ° ..� / ARS \ O rgs S0,S� 0 r 2 sxi r S D �O t s m PROPOSED CB LT \ 0' STATION=0+00. ,:\ �, oe. �P.00�° < \ �.) / 7e.0,°OS\ O S o s os� 50' tis 1 O „ p RIM=129.00 R r � e• 4 15 50' \ � � e �o �\ '� \., ` /iy�0 \ s+05.72 A + , s) o TF= 3.0 W 12" INV=125.25 / - `\ \ oo p 12` , • ` - i e ; "� SF 32 \ s+ ! CF=143. TF=151.0 50 0 V) °` ,3� / FO O/ 40 �C e. 1 0 0 0 ,rr. 148 w IQ M \ F GF=152. n M CF=141.0 0 5 w..; 1F= 0 0_ Q \ 4- 130.9 ��..� 132.5) � >� �" 0 _ •�_ � � t32.g -, FRgyFM' 1 g O �' � R. rfi.s _ 0 13a• 1 ( a \ \ x` 30 50� G 0 a \� �,���� ts, 00•o° I� F 150 `� ^� CF`JSO.O o J 0+00.00 \ rr PROPOS WALL S - 1 ' p"'o RETAINING L.,C, �� � - \\ PROPOSED SEDIMENr & \; `q•4 \ r G',�. RSQ 1St. ) ; ig,j r GFa J400 �j0' \ OIL SEPARATOR WITH IMPERVIOUS $ � K h qI, ��� `` rQ \�� )•s Se,r SD C a9 ; a ' 149.0 f PROPOSED 18 S S O Pic 8+23.11 �f 5p, PROP. 8' TAPPING \ BARRIER T' `�6q�-4�/ O• 2 ' s a7 �' STATION 0+40 23'RT c - JUGr f lT INV=132.75 s ,� `� L=t ts.79 9+72.49 .% � � PROPOSED DMH SLEEVE & TRIPLE �, RIMs-130.8 0 E H:WT G�9ti*R\ y'. p O fR ` D ` \ SET LEVEL �� CR? 2X 5�0, R=270.00 4$.g 4� g59 0 D GATES �\ \ 12" INV IN-124.68 PROPOSED STORMWATER MANAGEMENT WN i;, 25'1 . �`) �. O S ` ( ) r .g 2p I RIM-139.0 \� 12' INV ouT-124.43 AREA [HydroCAD POND 78P] Rft, �� \ y 6�g0O g X8" j 9+34. u R , Q� 18' INV-134.5 r� ( C RkN F� r 3 TEf WjTP 8 P C SEWER S=0.65% 47 ' 3 PROP. DMH �O _ (SUBSURFACE INFILTRATION STRUCTURE) <q O I I 3g 0 q N85,09 '45"E PROPOSED CB RT \\ / (40)T�o CS�-1 HAM A N�° ' �e� \ 17 �6+95.29 GATES LE , S ' 230.0 oa RIM-144.6* ,� STATION=0+00 \ \ 9 O TOP OF CHAMBERS-125.44 / f 0�{ Y 30' �\ w/ 8+00 8iF23.11PC 38 R'2 �$ �2' INVS =141.50 IN I, 9.60 e *TF 1._ E- 9't °p o v` /18' INV-1141.00 OUT RIM=127.75 � � � �- \ � � 12' INV IN=124.33 rvr, ESHG�rr oesE . - FS as� - w--w-----�----_w 9 0p s Pic `,�,, � <., 12" INV=125.25 O 80TTOM OF CHAMBERS=122.90 y tfi W ' _ ODWN 70 129'1 O o-� 4. WI EWA IY 9 0 ! ,` f 601T0M OF STONE-122.40 ° O - 'u, o o m 6 _ JR 04P '�• , CITY 0 F S E M (INSTALL INSPECTION PORTS AT/ \\ \�O L= §5� _312 HDPE S=1 6% ---- 4 , I yU THE END OF t"JuCH ROW) CK� \� U o �i 6 °O 7+71.98 £_ R=270.00 10 r., a O C �q5 L=55.23 R=230;� 2 10+00' G oa 6� R ii + o -- 0 pp 1 10+48.56PT s �� � 0+18.12 o - - - ; $ P RD F` INFILTRATION BASIN 1 �- �m o c ® � 1 I O I r- '� � N O W - 729-18 t ;i4a3.-; P �\ \ / (HydroCAD Pond 142P) SEE PROFILE SHEET 2 V' 1 g - �3_` �' 0-2 s I = -- w �op 8",c <44.1 J TOP OF BERM=136.5 _ _ - �j0 - o O �, 0+23.33 fc O-`` :�` ,!� , BOTTOM OF BERM=132.0 PROP. CONTROL STRUCTURE - o`' a© h ? 5- : o•o I ® � -- -- - -- - [} RIM=142.50 r: o O\g ) t'% ° o ' I � sq r 10+83.75 \ / 8 L EMERGENCY SPILLWAY ® 136.0 i= h ' O ¢`/ EXIST. DMH- a o x6• 0.23 " + � UI-1 � y^� �Fi/\N�� � --- _.--Sp 9+83.30- ._ S•P RE�� W. � N85'09'45'E 4 ORIFICE 0 1.32.75 c,ARv. AVENUE h RIM=124.16 OSP 4\. TOP OF FOREBAY=133.0T� BE o TF,1 I cER INV=119.5 ,' �\ , / 4L SPILLWAY ® 132.5 8*"ORIFICE ®1.34.00 ABANDONED) �, GF. 27 cF, 515 ---____-- /� �\ / BOTTOM OF FOREBAY=131.0 10 ORIFICE 0 '134.50 �- - =� CP-I'g4.0 0 / -7- 12" RCP INV.=1;31.50 _ - Lei' s - ,S / R _ -151.°) �_ S �^�� 5p 4g p `r` } r c;t??2 --- --- - \ \ ' - -- � � \ \,x o� TF SO, - -- 7,1?o N ---- -- LEGEND OF SYMBOLS AND ABBREVIATIONS y Q y w O �- ! U \144 0 o U -� MONITORING WELL �w '� OCL FIRE HYDRANT "{�- J �� /� / \ / 26 y G W WATER GATE "� // \ \ = W w C) CATCH BASIN (DRAIN) / / \ V Sti1H (Purnp-Ass'umej;! / \ \ I- ' ` fm,=N.A. (Wale- do Ynlves visiDJ?' ------------------------ UTILITY POLE A�. yid CLERKS CERTIFICATION ON THE PLAN \ \\ O / w> LIGHT POLE ; LIST OF WAIVERS REQUESTED ' ------------------------ DATE: ------------------ \ \� DRAIN MANHOLE QD HYD- % / \ 1.SECTION IV A.1 .1: WHICH REQUIRES A MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY (230) FEET I, CLERK OF THE CITY OF SALEM, DO \ \\ FOR CURVED STREETS, AND, IN PLACE THEREOF, ALLOW THE ROADWAY LAYOUT AS SHOWN ON PLANS. ------------------------ SEWER MANHOLE O �, HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY \ 2.SECTION IV A.4.a WHICH REQUIRES CUL-DE-SAC STREETS NOT TO EXCEED 500 FEET IN LENGTH AND IN THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS Q ' CONC = CONCRETE / OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY \ \\ PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN ON PLANS. DATE: __-_ SBDH = STONE BOUND DRILL HOLE / /.,/ DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. 3.SECTION IV RIGHT OF WAY IMPROVEMENTS POLICY WHICH REQUIRES STREET TREES TO BE 3 CALIPER 30 FEET ON CENTER, AND, IN PLACE THEREOF ALLOW TWO (2) TREES PER LOT. FND = FOUND / \ WCR = WHEEL CHAIR RAMP / / ----------------------------- 1 ,\ NOTE: THE APPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. N/F = NOW OR FORMERLY CITY CLERK \ \ \ IROD = IRON ROD :2 LJO TREE �r / _ N +No +moo\ F- Gln 0 c0N0 0 r -OD \ J EXISTING CONTOUR - R\i / oLLJ UJ C; o o-� ''° RO{/ F� w . °- R II p a- F=- II jl \ i n PROPOSED CONTOUR --------- 104 ------- / o� o o � -z -z_ \ o 0 PQ U)z�t`n O Q�> o Q�> 000,0•.- �n `° 15 o // � °-1= II 11 a N om_ a ut \ V) M t �� ,� oo EDGE OF PAVEMENT ---------------------- / R n_1n _ 1 0 1 • +� o C. F EP PP PQ + ���Z n o �I �Z� >I SCA � � + w VGC / P / !-ROPpSEp � F--Fr z Vol o� Z p O+i O- O W tO r� oto 0c_ o P: a w u ,: II o ao o z D SEAL VERTICAL GRANITE CURB , F- �cD \ \ 0 �iv v>Z� > w tlj 0 o T 00 mC,:)) 0M�00 Dry II - O O�� 2cp � o o to � "4�, � / cn o +O a In .- o o.- z to z ai o (1F PROPOSED STRAW WATTLES • • = 00 v o � V)i Z \ \ a'n o Q o o+ _ 1... :2 Lo 00 o ori O 00 -r \ a I~it�? 0-�n = V,m+ \,, " � / Or")OO OO� Z 0 F-�I II \ \ w0 4� II Wooa y PROPOSED SPOT ELEVATION 146 25 +ao �r N z 1- > o a > \ ut z > > o I 0_,_ II - - I) Z,.t > J :- it W II 0 - a to[C z O.- Z Z w F II 0/, 4'• t,_,¢'' SURFACE FLOW DIRECTION /r / o, o o z ~ N 2t 04 00 11 {•/ 0-F II - a cn es -� I \ o -J div o V)Lo � � a0c:-4 O - DENOTES A GRANITE STONE BOUND o_ SER \� WITH A DRILL HOLE TO BE SET. Z04 \ 12 HDp M 0 000 L, C. \ \ e //V o cp Iri In o 8 + M 0 o z�M / pSEC \ s=1 sq7 Land Court Comments 8/23/2016 o `"00 0 II it / PROP \ \ s"-HD-PE 6 Land Court 6/11/2016 D_ -o II II O a / / 1 46% 5 Drainage Pipe Slopes 1/29/2016 cn-- Z > > o � > 12" HDPE / +�� OO ZZ 0 1n�Z / \ 5=0.56 2 0 0 0 N N o F- ItLO Lj / o� riri �z000 aN� N 10 \Z A.2� / \ \ 4 Planning Board comments 1/22/2016 o / +C ""o o o"1 3 Peer review comments 12/07/2015 ' o II CO II II �� > ��°�" e W �' /+N I`i OC)_ z z a`°Lmr Z ��s� / 2 Testpits; Infiltration Basin designation 11/10/2015 CL oQ -= QIP / \ \ - - -- - - - - / 1 Drainage Design; Legend; Notes 9/4/2015 LJ 00 z M > a N N �QP� / / / 8" PVC SEWER 5=0.65% / / Z / 0�I Z 1`L EWER & WATER g" PVC SEWER 5=0. Sq APPRO RIGHT NO. REVISION DATE w / O Q _ LESS THAN 10' STA. 3+52 / / a m In N / SEPARATION VERT. SEP.=4.3' g" PVC SEWER 5=0.65% PP OX 1 C� DEFINITIVE PLAN & PRO F 1 L E // g" PVC / / VERT.A. 2+83 SEP.=1.7' g" PVC SEWER S=0.65% \ O / _ .57 C SEWER S=0.65 \ WOODLANDS ROAD o =o ,' S�- 8" P s- 5°0 8" �' � - - SALEM, MASSACHUSETTS a +L0 N / / EA ENT/ \ x 2:01- / / I \ OWNER: 11 06 -� BARBARA DRISCOLL ET AL III IN 0 Z N >� � ' � / � _ 18 WALLACE ROAD o O� z F- 11 - C) 11 tt1- u a j-- N // / LYNN, MA 01901 U)Z N > /� ` / LC CERTS 36055,36056,360571 WILLIAMS aH 11 ' X�-N / 3.54 APPLICANT: - 5.00% 500 VC - 1 .66% 5O VC NSD REALTY TRUST 76 OAKVILLE STREET SPARAGES 0 U) O / to to � O to O Fn O . O M r- O) M O O M n M .- O d M 00 00 d• d• .- O co O d' N r- O 00 c0 L0 O M Flt I N r- O to O O O ,,)N 0 I� /rb N o, t` O OI.) N a, to 0) O N N c0 M C'4 M 00 0 M 00 N - O n O M ,n 00 0 M 0) r � O L0 .N N M ,.)M M w M N Nw =O O r M 11r- r- 0! Fn 11)� o O o O N N Io CO co (0 ,4 O �O OD co t0 ;t O N M d' �- LYNN, MA 01 905 189 NORTH MAIN STREET 0 of p '4 co tri c6,4-1- Lo co r-(6 of 00 0 of .= O �r N 00 V) o d- 4 to to ui [O Ur P\ of Co o ao rn o; of 00 of p O o O � � � o aor- � cD � � •-ri air- O O O Olti o rn t7i rnco Iri of � ao � ao Iri � � cD ri ri �ri ca ao � o � c�i to � -q- 0600 � PROJECT LOCUS: SUITE 101 N N r7 N r) M / rrl M M V) d W) M K)--t -' M In M In d' Ind Ind (0 ,4- co d' d-to d• c0 d cod r d d co d c0 d r Lo r- to r- U) r-to to r FA to Fn to co to to N W InLo to In to W) Lo� d d n r7 d• r) d d r7 d d n d' d r7d d M d �r d st v d / •- _ •- •- .- r- _ .- .- .- _ _ _ - - •- - MIDDL.ETON,MA 01 949 CLARK AVENUE SALEM, MA PHONE:(978)539-8088 DATUM= FAX:(978)539-8200 125.00 00 / 0+50 1+00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+0 6 a50 7�+00 7+50 8+00 8+50 9+00 9+50 J 10+00 10+50 ASSESSORS REFERENCE: s WWW-WSENGINEERS.COM C4 C4M 6 PARELS 7, 8 & 9 i � a a a o' 20' 40' so' PROFILE SHEET 1 •OF 2 t r r WOODLANDS ROAD N M + SCALE: 1"=40'(HOR) & 4'(VERT) 0 o O 00 t� N N r O N M 0 + n � r- `° `° 0 � �' � � SHEET 4 OF 1 1 O "' '� + + + + + AUGUST 14, 2015 o ± + + 0 �+, r CLERKS CERTIFICATION ON THE PLAN • 24 o SEE PROFILE SHEET 1 DATE: --------- ' LC CASE 7159 A --------- PROPOSED SHALLOW i , °2ik m o• 27 I CLERK OF THE- CITY OF SALEM DO °"�" RIM-137.5 0° Ice. m 3 $ O• �s• $' O t5' INV=134 25 S. rt •p / / U 03 w ss � , HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY i� � s �.% 4, r3 THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS `; BASIN TO BE 23 OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY NOTE: ALL TRAP ROCK C)oM S' 4 �` 1N DIAMETER STONE �-.__.. t - 7+71 8 5 DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. Lf) Uj P0 O iiiCCC�c Wh P+ �: aJ s'oo 0+23.33 O• S O CITY CLERK PROPOSED 12" F-U C9 u o 6 O, -------------- / PROPOSED 15' • On Zi ° H ' ,� e s � s ------ FES INV. IN-133.0 � � '0� � w , s s9 ��\y0 FES INV-127.0/ TOP-130 6 ! \ INTO SEDIMENT FOREBAY a i x � J / 4'L SPILLWAY'O 129.5 f 1 a tP 3Q s/ y uo W OS, a� / BOTTOM=128.0 / W _ ~ 3 0+00 0+ 81P 01) _ ® 8. PVC SEWER 0Gs �� +29.18 p '0.509, �j/ // = `�__=' r' w Tu, 10 0-20.16 11 0 0 O o `\` 3 0 ,j k°° n �� W -+ y�5. 0+18.12 I CERTIFY THAT' t HAVE CONFORMED it -h�� _ ,¢u a �yti �0 PROP. CONTROL STRUCTURE / ,' �,°I° / ° s `; WITH THE RULES AND REGULATIONS RIM=132.83 , , 6+95.29 ALO / s'p��S� 22 " ► ,� y ' �' / M� 'ry' OF THE REGISTERS OF DEEDS IN N `�F�Q �'� 12" CPIFINV- OUT CE 0 8 207.50 1� }> ,'�,' ya �V) O� ,off �l.� F� o �� " \ w� ��`�� / a�l�I s s0 P EPARING IS PLAN. OPEN " . c , i JG O d0 ` SPACE PROPOSED 18 / a_ o• HDPE INV.=128.50 AGF 1 (SET LEVEL) f / WILLIAMS & SPARAGES LLC . 0 gY, 1+72.92 N O INFILTRATION BASIN 2 �y 18 i ' (HydroCAD Pond 143P) N ✓ N •LO O O tl o s 1+�9!7�o.o17 %TOP OF BERM=132.5 '�BOTTOM OF BERM=128.0 � \ p 3I ��z FPjSPILLWY 0 2.0 , V 1 1 Cn zo ^�co - ,`ten�`�•� \ (J)M \ ` J o a IW \ �a i1 ti �S J 0- M LC CASE 7159 c� PROPOSED FES 0__i 12" INV=126.50 a�? _ 4s �y i INTO SEDIMENT FOREBAY 17 PROP EDC' m _ 3° \ TOP=126.0 \ did, �/ DBLGRA#JE Ce' A - _ / \ 4'L SPILLWAY ® 125.5 o STATION-0+93.9 /'� 3 - - -_ _ � � � \ BOTTOM--124.0 .�� RIM= .43 / v ' 12" INyL`1 •u' OX 12° HDP N i A E DRAIN ,, INFILTRATION BASIN 3 r� \ r (HydroCAD Pond 152P) y == e , \ ^` j 6'W RIP-RAP CHANNEL \ TOP OF BERM=118.5 / 2+93. r, Gp, (SEE DETAIL SHEET 1 OF 4) \ BOTTOM OF BERM=115.0 \ CITY OF SALEM 1 e\\ \ PROP. R M DROP 49 DMH w 'i 8'L EMERGENCY SPILLWAY ® 118.0 f,, ' �+9$ 9 \ 50 51 bO O. / 12' INV=141.25 IN \ P B A R D r - \ ��./1�tk• 5 12' INV=138.0 OUT / � • o SO .OS � GF 50• ; / 0. /�l�-10 GF O x u -- --- ------- `�o. h / PROPOSED 18" J ►s1, o INV=115.50 I `- ► � _ �0 �1 M 20 SET LEVEL I 12" FES HDPE -- ------ S ( ) o INV.=113.00 ;' ---- --- ; (n INFILTRATION BASIN 11 W/RIP RAP r _ Q PROP. CONTROL STRUCTURE NOTE: ALL TRAP ROCKIN BASIN 3 TO BE 1 ► RIM-136.50 z 4" ORIFICE 0 132.50 - 1 DIAMETER STONE `► 8" ORIFICE ® 134.00 _ _ ��► Q 10" ORIFICE ® 134.50 `= - PROPOSEp I - ----- - O PROP. CONTROL STRUCTURE , Q 12" RCP INV.=131.50 _ 12.HDPE p�IN ff p�NE CHS SWq `�"► 8* ORIFICE ® 115.50 Ali SNE6 Ni 4 + 12" RCP INV.=113.50 ' T OF 4) 'w I _ a r / PROPOSED FES ! 12" INV=129.75 -- -----=--------------- - 1 W/RIP RAP APRON ' ------------------------ \ 1n \ o o r?r, ------------------------ / \ \ LUL),Z 0 N 10 \ 00-- of \ aH- 11 II t M -14�\\ o av~)cE N +Ld r'rn 9 r 00 LEGEND OF SYMBOLS AND ABBREVIATION DATE' -__ V) 04 tiT �kCE a _ 0 0 Cq 04 \_ �`PRO)< \ � > U) S+ 00 W Or` _ _ • --GLV) :ZU) z ONOr� I 0 O `" m M MONITORING WELL �w a- F II II 00 0 M o'Z PROPOSED v~i o F C+, 6 11 FIRE HYDRANT " \� 0WO- Z oJQ = 0 _ w WATER GATE SEAL CATCH BASIN (DRAIN) # D ,. IMWNAB ,n UTILITY POLE C 0L) CMT. _ LIGHT POLE 3rE O - DENOTES A GRANITE STONE BOUND PROPOSED WATER DRAIN MANHOLE OD WITH A DRILL HOLE TO BE SET. (93 3t � -'+- SEWER MANHOLE 7 Land Court Comments 8/23/2016 OS 6 Land Court 6/11/2016 STA. 0+87 ( I STA. 0+94 CONC = CONCRETE 5 Rip Rap Channel detail note 1/29/2016 4 Planning Board comments 1/22/2016 LESS THAN 10' • VERT. SEP.=5.9' SEWER VERT. SEP.=5.8'WATER SBDH = STONE BOUND DRILL HOLE - ( I 3 Peer review comments 12/07/2015 SEPARATION FND = FOUND 2 Testpits; Infiltration Basin designation 11/10/2015 8" PVC S=o.5% 8" PVC S=0.5% WCR = WHEEL CHAIR RAMP 1 Drainage Design; Legend; Notes 9/4/2015 8" PVC S=0.5% NO. REVISION DATE N/F = NOW OR FORMERLY DEFINITIVE PLAN & PROFILE TROD = IRON ROD T O N TREE SOUTH RIDGE CIRCLE LIST OF WAIVERS REQUESTED SALEM, MASSACHUSETTS ' N 50'VC - 1 .00% 50'VC . EXISTING CONTOUR - 1.SECTION IV A.1.f WHICH REQUIRES A MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY OWNER: ' (230) FEET FOR CURVED STREETS, AND, IN PLACE THEREOF, ALLOW THE ROADWAY LAYOUT AS corn to t cn 00 0 to o LO N o � LO o �r cv o r7 PROPOSED CONTOUR ------104 BARBARA DRISCOLL ET AL 0!IQ O r NO 'n 1n � 't � CV ,� o ,, r � Lqo " "(D poo m loco W o SHOWN ON PLANS. �_---- 18 WALLACE ROAD 00 6 0 •=o •= �; •- ,.; .= r7 0 0 06 0 oN C10 0) 0i 0 0i ap to to c0 to to 1n`° `n in to "' to to 0 `n u7 u"O `O V)U) 1n to U) ") `O °`r *Ln "' `r `r EDGE OF PAVEMENT _ _ _ _ _ _EP_ _ _ _ _ _ LYNN, MA 01901 - ' 7 _ _ � r- DATUM=135.00 2.SECTION IV A.4.a WHICH REQUIRES CUL-DE-SAC STREETS NOT TO EXCEED 500 FEET IN LC CERTS 36055,36056,36057 0+0 0+50 1+00 1+50 2+00 2+50 LENGTH, AND IN PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN VERTICAL GRANITE CURB VGC C4 C4APPLICANT: WILLIAMS s c Of J c� ON PLANS. NSD REALTY TRUST W-1111113 VIL PROPOSED STRAW WATTLES -• • •- 76 OAKVILLE STREET SPARAGES CD � 0 C) a 0 SOUTH 0 Of U M 01 3.SECTION IV RIGHT OF WAY IMPROVEMENTS POLICY WHICH REQUIRES STREET TREES TO BE 3 LYNN A 04GNEERS I """N� I SURVEYORS M 01905 Do o cv r7 0' ri °O CALIPER, 30 FEET ON CENTER, AND, IN PLACE THEREOF ALLOW TWO (2) TREES PER LOT. PROPOSED SPOT ELEVATION 14a.2s 189 NORTH MAIN STREET I I + - � RIDGE 00 00 + +. MIDDLETON,MA 01949 N rn � PROJECT LOCUS: SUITE 101 0 0 0 Dp r i N N cel NOTE: THE APPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. SURFACE FLOW DIRECTION LARK AVENUE SALEM, MA PHONE(978)539-8088 + + � CIRCLE ' + + N �4SSESSORS REFERENCE: FAX:(978)539-8200 00 0 ,- MAP 6 PARELS 7, 8 & 9 S WWW.WSENGINEERS.COM I o' Zo' 40' so' PROFILE SHEET 2 OF 2 SCALE: 1"=40'(HOR) & 4'(VERT) AUGUST 14, 2015 SHEET 5 OF 1 1 WIF D28 x 112.66 WF D22 PROPOSED \1.12.38 x 112.2 112.33 / 111.84- x 111.60 MAINTENANCE WF D24 WF D23 WF D21 FOR SIDES AND BOTTOM OF THE BASIN USE A MIX RE VEHICLE ACCESS x 111.66 - . "-"loz..�, -x-UL.83 WF D20 x 112.31 --------wF- D22 WF TU IC x 111.3 W F D26 nil-/. OF GRASS SEEDS CAPABLE OF WITHSTANDING PERIOD 113.16 x 113.55 x 113-02 x 106.06 INUNDATION UNDER WATER, AND DROUGHT TOLERANT x 111.32",,, F2 X DURING SUMMER (TYP) x 113.77 - 11-2 107.57 GEORGE M. & VF D19 x.114.37 07-00.08 ALFRED .& JOAN 1,,x 11.5 X 116.12/ GAIL L. FIALHO Ld ES JOSEPH & WF D18 07-0003 FRANC LUCIANO 1 COUISE p--SL-E,SOW---- 107 (n - 16 -PAUL, -PAU \ JOHN x 105.01 LORRAINE M. LE�T, 07��0007 -118 - �5 _07-0005 & SCOTT LEB , NC x 109.22 GAGNE TRUST ILIR & ESMA HYSENESHI - - ---_07-L:�-00-04 , 07-0076 M M. MONROE, JR. NV'D 17 07-0002 WILLIA 1 x 08.2. 07-0086 ESAM Y.4iABDELGADIR ................... PROP. WF 07-0001 10 . 4'W'TRAIL RICHARD L. O'DAY OPEN SPACE 1 (TYP ___1 - --+-- ," ?( 108.00 x 105.03 03-0137 PROPOSED DMH BUFFER ZONE 105.16 ILT x 115\VF D15 STATION ?2_+4 20 FRO M.W. -134 8 -7- D 136- N 12" INV=136.06 PROPOSED SMH W, --1-113, WF IDIA.48 I CERTIFY THAT I HAVE CONFORMED 15. ==135-&1 - '05.16 WITH THE RULES AND REGULATIONS RIM=137.77 /TP/ELEV=133'±\ x 105.\7 INV=132.61 fJ�SHGWT OBSERVE%,,\ -01.01 OF THE REGISTERS OF DEEDS IN e, �NN To 123' PREPARING T S P S OPEN SPACE 1 x 102.92 > 14A D13 7- \WF EDGE OF BORDERING X 104.96 FOR SIDES AND BOTTOM OF THE BASIN USE A MIXTURE 146 X 106.3X --VEGETATED WETLANDS INUNDATION UNDER WATER, AND DROUGHT TOLERANT V'' WILLIAMS & SPARAGES LLC OF GRASS SEEDS CAPABLE OF WITHSTANDING PERIODIC di. 50 DURING SU MER (TYP) F-144.b LA op.�42.3.28 PROPOSED LIMIT OF EROSION CONTROL CA �4741 x I 05.k3 25' MIN. OFF OF EDGE OF B.V.W. p -Sal 58 x 105.94 WF D1 x 105.05 oz VtF x 105.5.3 x 104.77 7.11 PROPOSED SMH 4. 9k ,x 105.82 _4Z�46 x 104.87 WF D7 -C S WF D8 �- -<81 105.06 %P A;1!5 A%. I -i WF D10 \,5n-- _­ . ��7 x 105.34 RIM=T!B.D. \\O 7S WF D9 _W-105. 6 INV=131.66 I I , 1.� .1, 11 . 1, -x 108.02 6.3 F D6 x 106.22 C"r Arl x lor, 3 \1 WE). x 107.62 x 105.,87 WF D2 x 108.52 x 105.67 x 106.39 x 105.17 x 105.22 WH \WG 3+00 x 106.96 IF D3 . x 106.12 WF D5 WF D4 'A 131.4 A �o 0 5.58 '%-+07!55 5.7r-- el�T 1106 PROPOSED SMH x 107.27 C x 106.71 RIM=138.33 10 I %.,, U 18 0�16 INV=133.33 -FWER", W cl PRO�. CITY OF SALEM Xv. V 77 E, EFFREY M. & S S 06 "�qR DDO 'Z:-7 (TYP) p BOARD ELLEN T. ROGATO 4'� IL -lao- -_1�-% \\ 02-0046 1 in A _U NN* p t f..) , - ±% FILTRATION BASIN _4LL1-/-I`M Z TP US1 ELE�=%,t 7'±, G1 -SN 1)Q G,�, 14 E 4 00, ESHG'ArT B",?W- C_ 12 %�o r Cl? r 0 - -7 0 C', �0,11QS 7 3 154 152 1,37 4, 40 f4j .. -0 "A 50' (A 32 Q-5 165 V IF==1530\ 50' TF=15 1.0 143.0 732.0 t-) CF=14 1.0 -3-8-t- C 7-F so, A GF=150.0 4-1.0 132.2 5 0' -150 Ou' zz�7 PROPOSED 14'-.0 MAINTENANCE YVA 9 PROPOSED �tVAINING YVA WITH .0 'VEHICLE ACCESS ------------------------ BARRiF_R MAINTENANCE 50, PROPOSED 0k. _,V 0 -Z%,% 1% VEHICLE ACCESS CULTEC SYSTEM 1p.-A , - &,__1 **. - �,N ALEM N 10 14;z�'�t (�/v W/V ­�4tzks,_u 166 SERVATION ------------------------ J 0 OMMISSION 06-0011 B+73.1 1 rl, 8+100'\ Y_ 17, TP '��Zjtj:, rly D, N U* 1?1 . 4 -f- 011 W \\ 00, 10+0 0 TRAN 201 4 70, !'6 0- P--0) 10+48.56PT 't /C 01 x&` REALTY TRUST + DATE: ---- Z_ 148.5 44A N t� 06-0019 15 EUSZ 9 EXIST. DMH-- 9sb D JOANNA LARK W BARCIKOWSKI .00 dO' RIM=124.16 (T( E3V ABAN�J�ILD) INV=119. 06-0017 C' 01 �C49:0 148. 15`1-0 00, S �;OUTH CP. `7 -0 Z 0 , I R 0 ri, , '. I\ B c�,� , S �01 iQ PROPOSED it f I P. "1 1. -2too LEGEND OF SYMBOLS AND ABBREVIATIONS MAINTENANCE "n -[T421--.4 I V­ VEHICLE ACCESS y5A, CD MA TO Id STIN RAD 143.5 MONITORING WELL EXi C ES 0 0 1 1 V 1000, x FIRE HYDRANT j WF 1311 SMH (Pump-Assumecl) r'q 1 -1- -\:;> 142.27 WF 810 -lop, R;rr,=124,5.13 .5 LA �- I .� 141.94 -0 150 DENOTES A GRANITE STONE BOUND WATER GATE lnv-N.�. (Woter &I'Volvas 03; 1p) pA 41\1 20 14 14 .00, 3? El WITH A DRILL HOLE TO BE SET. f -5 --v r47 28 WF B8 R A \ T 15 2. 7. TV , 143.12 CATCH BASIN (DRAIN) CA 50 OCA _x2 7 Land Court Comments 8/23/2016 45.0 23 WF 13�1 142. CF=l SCA 142.34 14208 x 141.88 _9p 4 -7-11 __@ _WF B _."�WF GF=1�1.5 ........ ��82 6 Land Court 6/1/2016 I �7_-, - UNE -7 NON- UTILITY POLE C 50 .00, x 142.06 H(D. x 143.66 ONAL JURISDICTI 5 Remove Future Parking Area 1/29/2016 14 143.36 ISOLATED V_ WF B3 4 Planning Board comments 1/22/2016 LIGHT POLE WETLAND 111441 x 44. 5 WF B7 N. 40.08 ACRE FT� 14J.36 3 Peer review comments 12/07/2015 _14 41.83 142.79 2 WF B4 Testpits; Infiltration Basin designation 11/10/2015 DRAIN MANHOLE @ N% \42.07 I Drainage Design; Legend; Notes 9/4/2015 L x 43.33 x 141.64 /Y N WF 135 SEWER MANHOLE F B6 NO. REVISION DATE 1*�94 N. PROP. CONC CONCRETE fj TOPOGRAPHIC PLAN x 142.63 /IV 4'W TRAJ L PROPOSED STON SBDH STONE BOUND DRILL HOLE CHECK DAMS 50'± O.C. (TYP) "THE WOODLANDS" SUBDIVISION **%1QZ6 FND FOUND -1 4 15 OPEN SPACE 2 EL j��5 SALEM, MASSACHUSETTS SURYA & TP Z-2 ELE�N RUUS;�o �08 11VF-1t 01 WCIR W HEEL CHAIR RAMP ESHCWT 0 lot 0- ISABELLE WIRYO /O/V 0 on OWNER: &,4S7k_FUSAL 0 1 T` N/F NOW OR FORMERLY 06-0015 N lies PROP.", BARBARA DRISCOLL ET AL Z 4'W TR A 18 WALLACE ROAD IROD IRON ROD ------ (TYP ? LYNN, MA 01901 718 e-)C_ D TREE 2 LC CERTS 36055,36056,36057 CLERKS CERTIFICATION ON THE PLAN RESIDENTIAL RESIDENTIAL APPLICANT: WILLIAMS ZONE: ONE-FAMILY INDUSTRIAL ONE-FAMILY P?" & EXISTING CONTOUR NSD REALTY TRUST 1. DATE: --------------- (R1) . (1) (R1) CLUSTER 76 OAKVILLE STREET SPARAGES LYNN, MA 01905 MOMM I RMNM I SMEYM PROPOSED CONTOUR CLERK OF THE CITY OF SALEM, DO MINIMUM LOT FRONTAGE: 100iFT 150 FT (NONE) 119 NORTH MAIN STREIT PROJECT LOCUS: SUITE 101 EP HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF 'THIS PLAN BY MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) SEAL MIDDLETON;MA 0 1949 EDGE OF PAVEMENT - - - - - - - - - - - - - ,#. CLARK AVENUE SALEM, MA PHONE:(978)539-8088 THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS MINIMUM LOT AREA: 15,000 S.F. 40,000 S.F. (NONE) Of Q114 il -I ', , 4' FAX:(978)539-8200 VERTICAL GRANITE CURB VGC OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY LOT COVERAGE BY BUILDING: 30% 45% 30% ASSESSORS REFERENCE: S WWW.WS.ENGINEERS.COM OF SAID NOTICE. wpty�w RELS 7, 8 & 9 DAYS NEXT AFTER SQeCH RECEIPT AND RECORDING MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT MAP 6 PA PROPOSED STRAW WATTLES Ilk 0 0' 20' 40' 80' MINIMUM FRONT YARD: 15 FT 30 FT 15 FT TOPOGRAPHIC SHEET 1 OF 2 ------------- MINIMUM SIDE YARD: 10 FT 30 FT 10 FT PROPOSED SPOT ELEVATION CITY CLERK MINIMUM REAR YARD: 30 FT 30 FT 30 FT SCALE: 1"=40' SURFACE FLOW DIRECTION lot AUGUST 14, 2015 SHEET 6 OF 11 N 'OH �N C 4 F Y' v 4 1 N (>'F\ 7g 3S 6xp is �� $ \\.. \ \ vl�llI 5 1 � 6rp i S� ` y • _. � 14 _ �\ .. ^ � ' �� S0.S7 '� f„ �? \\ 6'x� \ l SO' i ,iy 74 `., 142.5 ` \ 1 1 \ oS S O s O s 40.5 10 1-57-'- 5-1 37.5 p o o ,,\ 0 3 M 12 :. 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WFC ------------------------ WF f'n WF A11 / I 5 WF C7 \ W --/WF A10'- I JURON- ISDICTIONAL W \ ' � � F C8 WF A5 WF A15 URIS 0 WF A4 I T WFC WETLAND \ t ------------------------ ISOLATED • I \ 4 j \ PROPOSED LIMIT OF EROSION CONTROL 1 1 I 1 \(0.09 ACRE-FT) Q► 25 MIN. OFF OF EDGE OF B.V.W. WF A6 �� / ' WF C 1 `\ ' DATE: -----/ -- /1 A A 706. \ WF A9 WF A16'/ / / WF C3 --- , + � WF C2 \ 1 WF A7 \ WF A,1 / \ WF A8EDGE -OF BORDERING \. VEGETATE WETLANDS WF A19 ,..... WF A20 LEGEND OF SYMBOLS AND ABBREVIATIONS , ..._JAMES E...CONNICK _.06-0005- MONITORING WELL .►ow r \ ' WF A21 �; \ FIRE HYDRANT " ' , / �•\ �` WATER GATE "� 2 `• DENOTES A GRANITE STONE BOUND /, WF A21 WITH A DRILL HOLE TO BE SET CATCH BASIN (DRAIN)) ' `• \ \ %ter ��'` 7 Land Court Comments 8/23/2016 WF A22 OP 6 Land Court 6/1/2016 UTILITY POLE ,_\ EN SP CE`' 2` 7 '� 5 Remove Future Parking Area 1129/2016 \ ' 4 Planning Board comments 1/22/2016 LIGHT POLE 3 I WF A23 - \ \\ ., ' - -� 3Peer review comments 12/07/2015 ' WF A21• , DRAIN MANHOLE OD i ---LYNN SAND & STONE 2 Testpits; Infiltration Basin designation 11/10/2015 C/O_,AGGRE-QATE INDUSTRIES �} �►1 Drainage Design; Legend; Notes 9/4/2015 SEWER MANHOLE OS WF A25 - 06- 0 2 - ` ` \ NO. REVISION DATE WF A26' CONC = CONCRETE \ _ �� \ `�' �O cTOPOGRAPHIC PLAN SBDH = STONE BOUND DRILL HOLE ,`, T �'�` "THE WOODLANDS" SUBDIVISION FND = FOUND \ ' WCR = WHEEL CHAIR RAMP WF A28 \ �,� SALEM, MASSACHUSETTS o OWNER: N/F = NOW OR FORMERLY WF A29 WF A30 WF A3� — W 3 0 0 BARBARA DRISCOLL ET AL WF A32 18 WALLACE ROAD IROD = IRON ROD WF A34\ o03 LYNN, MA 01901 TREE - WF A35 � 1 LC 1 CERTS 36055,36056,36057 �f ` RESIDENTIAL RESIDENTIAL CLERKS CERTIFICATION ON THE PLAN WF A36� WILLIAMS APPLICANT: ZONE: ONE-FAMILY INDUSTRIAL ONE-FAMILY ter' -� • o NSD REALTY TRUST � e EXISTING CONTOUR - - - - 1 (R1) (I) (R1) CLUSTER DATE: ------------------ WF A37 , �^` 76 OAKVILLE STREET ' M,�Al�I suRMORS RM� PROPOSED CONTOUR -------104 ---- ' • LYNN, MA 01905 189 NORTH MAIN STREET MINIMUM LOT FRONTAGE: ' 100 FT 150 FT (NONE) I, CLERK OF THE CITY OF SALEM, DO WF A381 SEAL SUITE 101 EDGE OF PAVEMENT - - - - - -EP- - - - - - MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY PROJECT LOCUS: MIDDLETON,MA 01949 THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS CLARK AVENUE SALEM, MA PHONE:(978)539-8088 MINIMUM LOT AREA: 15,000 S.F. 40,000 S.F. (NONE) ,�. FAX:(978)539-8200 VERTICAL GRANITE CURB VGC LOT COVERAGE BY BUILDLNG: 30% 45% OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY S.1w ILL ASSESSORS REFERENCE: S WWW.WSENGINEERS.COM 30% MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. MAP 6 PARELS 7, 8 & 9 CNIL PROPOSED STRAW WATTLES —• • •— MINIMUM FRONT YARD: 15 FT 30 FT 15 FT �� `�"� �" 0' 20� 40� 80' TOPOGRAPHIC SHEET 2 OF 2 PROPOSED SPOT ELEVATION 14825 MINIMUM SIDE YARD: 10 FT 30 FT 10 FT -------- --------------- MINIMUM REAR YARD: 30 FT 30 FT 30 FT CITY CLERK SURFACE FLOW DIRECTION � SCALE: 1"=40� SHEET 7 OF 11 thi1*6 AUGUST 14, 2015 r A NOTE: CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT BRICK SHELF I WALL OF MANHOLE WILL BEAR ON UNDISTURBED EARTH. SLOPE 1"/FT. VERTICAL GRANITE FINISH GRADE, USE RESTRAINED JOINT FITTINGS (MEGALUG OR PUMPER CONNECT[, CURB, TYPE VB MATERIAL VARIES APPROVED EQUAL) WHERE CONCRETE THRUST BLOCK IS FACES ROAD BINDER COURSE UNACCEPTABLE. 0 °° FLOW SIZE OF BLOCK OR MEGALUG TO BE DESIGNED FOR 1.5 B v o TOP COURSE �000a — TIMES NORMAL OPERATING PRESSURE. cDoo VARIES_ 6 O°aoo° EDGESTONE FINISHED STREET GRADE BASE COURSE 6„ MIN. MIN. ° CRUSHED STONE POURED CEMENT PIPE •°o I . '° PIPE SALEM STANDARD .v v a v ° ° CONCRETE SADDLE VALVE BOX AND COVER ° ° 6p 06 °�g� °�o° ACCEPTABLE UNDER &o°p �° ° °°°°° „ SECTION M4 OF THE 1 BRICKS ON - GRAVEL °�° ° 12 MIN. , ACCESS TUBE ° ° X00 ° ° ° massDOT STANDARD o I EDGE (2X8 EXPOSED) SPECIFICTIONS BRICK CHANNEL APPLIES MASONRY RING TO DROP CONNECTIONS AS VERTICAL G RAN ITE CURB DETAIL CONCRETE 8" C.L.D.1. WELL AS CONVENTIONAL. (NOT TO SCALE) THRUST BLOCK WATER MAIN � A „ 6" GATE VALVE 6 C.L.D.I =I WATER MAI PLAN a� -------- ---- -- - - ----------- ------ ° o a v SHELF ELEVATION SAME AS SLOPE 1"/FT. ov CROWN OF HIGHEST PIPE. ANCHORING TEE ° MECHANICAL JOINTS PROVIDE 12" SQUARE BY 6–INCH — — — WALL OF MANHOLE CONCRETE BASE UNDER HYDRANT 0 0• BRICK OR CONCRETE FILL. I — 6" HIGH CHECK DAM WHERE SHOWN ON PLAN TYP I CAI ao — _ — — - - - = CONNE( 8" MINIMUM `1�\ \, 12" 1'11\ , O R LO' `3 7 < ,` /' 2" CRUSHE _ 00 if 12" MINIMUM SCREENED S� � –� STONE GRAVEL BASE. M p S '` BRICK ON EDGE UNDISTURBED EARTH VARIES (SEE PLAN) SECTION A-A CONCRETE COLLAR GRASSED SWALE MANHOLE FRAME AND (NOT TO SCALE) COVER AS SPECIFIED 8' 8� EXISTING GROUND SURFACE OR FINISHED GRADE BRICK FOR GRADE ADJUSTMENT N -7� PRECAST TRANSITION SECTION TOR BARREL SECTION WITH Q I PRECAST TOP ,SLAB 0o v ( BLENDTOP WIDTH = 6'-0" MIN. BLEND CONTACT CONTACT `�' `t I RUBBER "0"–RING GASKET AREA ° OR PREFORMED FLEXIBLE REMOVE AREA BITUMINOUS CONC. TOP 4'-0" UNLESS OTHERWISE– P JOINT SEALANT AS SPECIFIED COURSE AS SPECIFIED TOP & SUBSOIL INDICATED ON DRAWINGS — — _ _ _ _ _ _ _ BIT. CONC. BINDER COURSE AS SPECIFIED SpA �F, GRAVEL BASE AS SPECIFIED MANHOLE RUNGS MULTIPLES OF 1',2',3',4',5', Mqx 12 MIN. COMPACTED SUBGRADE ° P - ° OR 6' LENGTHS AS REQUIRED 8" MINIMUM EXISTING SEE PIPE CONNECTION SUBGRADE SHELF ELEVATION SAME AS ° DETAILS THIS SHEET _ .,_ ..:..., •.. .•- 6.> �– CROWN OF HIGHEST PIPE. 8" MINIMUM .,`.•,.�1 MIN. _ - '12" THICK MIN. LAYER 1 ° OF 6"-8" DIAM. STONES RIP RAP CHANNEL PAVEMENT MAT( v (NOT TO SCALE) DETAIL P P ° o P V. NOT TO SCALE 12" MINIMUM THICKNESS OF BOTTOM SLAB °O SCREENED GRAVEL ( ) SHALL NOT BE LESS THAN THE MANHOLE BARREL SECTION WALL OR TOP SLAB BRICK OR CONCRETE FILL. WHICHEVER IS GREATER. f z � ' UNDISTURBED EARTH SECTION B—B 2"x2"x3' WOODEN STAKE g PRECAST SEWER MANHOLE (s' o.c.) 50–FT LONG D ETAI L STRAW WATTLE r °°°°°°°°°°°°°°°040 ° ° ° ° 0 0 0 0 0 0 0 0 000000000 w (NOT TO SCALE) (12" MIN) 00°0°0°0°0°0 0_ ' " .00000.,0,000,0'.00000000 0 0 0 0 0 000000 - ; 00000000000 °0°°°°°°°°°°°°°°°°°°°°°°°° GROUNDLZ 0 0 0 0 0 0 0 0 0 0 0 0 0 °0°°°p°°°°°°°p°°°°°°°°°°°° � . . SURFACE 0000000 0000 0000000000000 d - 0000000000 0 0 0 0 0 0 0 N °00000°00000°0000000°000 - a ll USE CRUSHED STONE PLAN VIEW GREATER THAN 3–INCHES C) Z BUT SMALLER THAN 6–INCHES 1-2" CRUSHED LOPS MPX O O O STONE o°o°o o°o°o°o°o°o°o°o° 12" FLOW 1 S 6" MIN. EXISTING o GRADE SECTION VIEW O O O O O O O O O r �l _1V��� STAKED STRAW WATTLE CONSTRUCTION ENTRANCE STONE CHECK DAM DETAIL DETAIL III (N (NOT TO SCALE) OT TO SCALE) (NOT TO SCALE) I f E e FINAL STREET LIGHT TREE PLANTINGS WHERE P, LOCATIONS MAY BE MODIFIED , SHOWN ON PLAN BASED ON FINAL DESIGN BY 1 d UTILITY COMPANY AND/OR SALEM ELECTRIC DEPARTMENT ° ��/ 1, 4 PAVEMENT 1 I PICAL H2O INSPECTION PORT DETAIL 40' LAYOUT '', . - .,• e . °� Q _ , I :i,� 6' IlL.I ° o 6"SCH.40 PVC OR FLOOR BOX FRAME AND LID SDR-35 PVC PIPE NEENAH R-7506 OR EQUAL 24' PAVEMENT 3r. 4' :: : ' CONC. ° C 'r: 1�� RISER CLOSURE P SCREW LID T GPLT SIDE- Z4" SQUARE q WALK CLASS "C" CONCRET 10 PAVEMENT I: PAVEMENT SUB-BASE zr, • P„� c0 cV 950/co COMPACTED FILL VERTICAL GRANITE P� HVLV FC-24 95%COMPACTED FILL o 3/811 CURBING 3/8” FEED CONNECTOR o Q F--OT s iLL,�p Fr�T 4 OZ. NON-WOVEN FILTER FABRIC Z 3/8": FOOT 3/8": FOOT--.. m ' ?'7 6"MIN DEPTH AROUND STONE. TOP AND SIDES Z a ` MANDATORY; BOTTOM PER ENGINEER'S a 00 '�q� OF 1-2 INCH DESIGN PREFERENCE. ;n c ____ 00 WASHED CRUSHED Ld c\i w MISO. STONE ABOVE 10 z I CERTIFY THAT I HAVE CONFORMED Uj 6 LOAM p 0 O > CONDUITS AND BELOW CULTEC NO. POLYETHYLENE oc -oc WITH THE RULES AND REGULATIONS & SEED C) GAS U CHAMBERS LINER ABOVE STONE BASE AND OF THE REGISTERS OF DEEDS IN (DEPENDING ON 12" DRAIN SIDEWALK ON ® ® ® i AVAIUBIUTY) BOTH SIDES BENEATH RECHARGER 330XL HD PREPARING THIS PLAN. 0 HEAVY DUTY CHAMBER SIDE TYPE I-1 8" DIAM. PVC 4" WIRE MESHED PORTALS WHERE UTILIZING 1 2 IN. DIA. WASHED, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BITUMINOUS g" DIAM. GRAVITY SEWER REINFORCED INTERNAL MANIFOLD CRUSHED STONE --- ------------- CONCRETE CONCRETE PIPE PER CULTEC RECHARGER 330XL HD SURROUNDING CHAMBER 0 0 0 �00 0 0 0 0 0 0 0 0 ° o 0 o WILLIAMS & SPARAGES LLC C.L.D.I. WATER 8" GRAVEL BASE 1 1/2" TOP MIX ENGINEER DESIGN HEAVY DUTY CHAMBER AND INSPECTION PORT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1/2" BINDER (MAX. INLET= i ASSEMBLY FROM 12" GRAVEL BASE -TYPICAL ROADWAY SECTION � 24 INCHES) i 1-2 INCH WASHED CRUSHED BOTTOM TO FINAL ELEVATION STONE BENEATH AND (THIS CHAMBER ONLY) (NOT TO SCALE) AROUND CHAMBER BED TYPICAL CULTEC CHAMBER • A B INSPECTION PORT 6" INTERNAL COUPLING CULTEC RECHARGER 330XL HD HEAVY DUTY PLAN VIEW i , ---�J--------�-r- --------- - -T---------------- NOTE: -------`-J ' NOTE: THE CULTEC MODEL SHOWN HERE MAY BE REPLACED WITH A SUITABLE I ; EQUIVALENT APPROVED BY THE DESIGN ENGINEER. I II II I I II II I i.J-d" 5'-0" 6'-O" CULTEC NO.20L POLYETHYLENE LINER TO \ PAVEMENT BE PLACED BENEATH . , , ._ , , �_s I 1 -2 INCH DIA.WASHED, CRUSHED STONE 95% 4 OZ. NON WOVEN FILTER FABRIC 4 OZ. NON-WOVEN FILTER FABRIC HVLV FC-24 FEED CONNECTORS 24" DIA , , , CULTEC RECHARGER 330XL HD AROUND STONE WHEN UTILIZING 95%COMPACTED FILL AROUND STONE. TOP AND SIDES COMPACTED FILL V2 INCH DIA C EANOUT CO ERI ; ; HEAVY DUTY CHAMBER INTERNAL MANIFOLD MANDATORY. (3 PLACES) i 10.0"[254 mm]MIN. FINISHED CRUSHED 24 FEED CONNECTOR GRADE E - RECHARGER 330 XL HD 1 .4 •4' ,:�.. -=� PE IFIED / WHERE S C 10.0 254 mm MIN. _ j - ,.:� AMBER [ ,.j lei-• HEAVY DUTY CH /- •L \ \ '7 T• / PLAN M� 6.0 152 mm MIN. - :4' \ " y 16 [406 mm ' \ B - ..:.......: .. ... ..:_: MIN. r y • EXTEND ACCESS COVERS TO FINISH GRADE 12'[3658 mm] // 30.5"[775 mm] ` //\ 6.0"1152 mm]MIN. \ //MAX. . . . . o . . / 16.0"[406 mm] \/ / MIN. N- 7" /\ • `/ / 6.0"[152 ] IN. 12'[3658 •• - e R j mm M ' PIPE PE /\ \ \\ .\ \\ \\ .\ \ \\ .\ .� . . /\ \ \ . \ . . \ . . . \�///.�//\ MAX.mm 8" KNOCKOUT _l 8" KNOCKOUT ENGINEER DESIGN ` / y/� (TYP) (TYP) (MAX. INLET= SIDE PORTAL TO BE CUT � 36" x 12" 24 INCHES) CULTEC NO. 20L POLYETHYLENE IN FIELD TO ALLOW HVLV 12.0"[305 mm] OPENING LINER TO SPAN THE ENTIRE WIDTH (TYP.) \\ A OF THE SYSTEM BELOW THE HVLV FC-24 FEED CONNECTOR • FC-24 FEED CONNECTORS AND \ \/�� 6.0"[152 mm]MIN. :a AS NEEDED / ., 4'-5- \�/\\..�1.��/\ ��!i.�/��/� .c�!.c ..\!i\ii.�/��/./�/��/�\i.�%c�/�/tel ,!i.�%� !i,�% � .\ ��ii.XAX, �!i\�%\!i,�%\/�!i\\!�!/1//1//.iii 4'-8" 3._0 36" x 24" SIDE PORTALS 61. OPENING . 6' •. . . 1 -� .: CULTEC INTERNAL MANIFOLD DETAIL 12.0"[305 mm]TYP. 58.0"[1473 mm] 52.0"11321 mm] SECTION VIEW GENERAL NOTES ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED RECHARGER 330XL HD BY CULTEC,INC.OF BROOKFIELD,CT. WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE NOTES: ' STORAGE PROVIDED=11.32 CF/FT PER DESIGN UNI LENGTH OF THE CHAMBER. 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. REFER TO CULTEC,INC.'S CURRENT RECOMMENDED ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN 2. DESIGNED FOR H-20 LOADING. ALSO AVAILABLE IN H-10 LOADING WITH 3" WALL. INSTALLATION GUIDELINES. ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND USE RECHARGER 330XL HD HEAVY DUTY FOR TRAFFIC AND/OR FEDI=RAL REGULATIONS. ' 3. TONGUE AND GROOVE JOINT SEALED WITH BUTYL RESIN. H-25 APPLICATIONS. 2 CULTEC RECHARGER 330XL HD HEAVY DUTY TYPICAL CROSS SECTION SEDIMENT AND OIL SEPARATOR TOP OF 1 .5:1 DETAIL CLERKS CERTIFICATION ON THE PLAN • MAX. SLOPE =2:1 SLOPE DATE: ------------------ (NOT TO SCALE) CITY OF SALEM FLAT STONES P ARD r I, CLERK OF THE CITY OF SALEM, DO ' FOR WALL LIKE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY UNPAVED PAVED CONFIGURATION THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY PRUNE AS FIELD FINISHED GRADE _ DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. DIRECTED BY OWNER TO s `' ' IMPROVE APPEARANCE _ _______ (RETAIN NORMAL TREE EXISTING GROUND _______________ SHAPE) SURFACE 1 .5 CITY CLERK :..:.,. MAX. SLOPE -- ---------------- -- 7 Land Court Comments 8/23/2016 TRUNK FLARE PAVING AND SUB-BASE MATERIAL` 6 No changes to this sheet 6/1/2016 1 . .:... 1 .:: •::- JUNCTION: PLANT TREE FILTER 5 No changes to this sheet /29/2016 t 1 COMMON FILL MATERIAL 4 Planning Board comments 1/22/2016 3 Peer review 1-2" ABOVE EXISTING FABRIC GRADE �.,._; ` COMMON FILL MATERIAL JOINTS �— • r. ` PERPENDICULAR -- ------------ --;- 2 No changes to this sheet 11/10/2015 3" LAYER SHREDDED PINE BARK MULCH TO TO TO SLOPE 1 Details 9/4/2015 OUTER EDGE OF SAUCER WARNING TAPE NO. REVISION DATE KEEP MULCH 2" FROM ••. •. . -- ----------- --- e c TRUNK t MIN. BOULDER DETAIL SHEET ORIGINAL SIZE - 500LB "THEW ' SUBDIVISION EXISTING GRADE - --------------- ------ GROUND OR ������ _ WOODLANDS" SUBD f—CUT AND REMOVE BURLAP COMPACTED _ FROM TOP 1/3 OF FILL �: '. '::;.} 3/4 PROPOSED SALEM, MASSACHUSETTS :. ..:... — — ------------------------ ROOT BALL. I F _:.�:: 1 1 2 III=III I=III=III 12" MINIMUM SEE GRADE I- NONBIODEGRADABLE, 8" MIN CLEARANCE �° NOTE 1 BELOW : CRUSHED.'..,:' :;`,; OWNER: IN SCREENED GRAVEL 1=1 II II I I= - -==I I=_ I REMOVE COMPLETELY. '` _____________ .STONE :- :.:+.:: i.:;. BARBARA DRISCOLL ET AL =1 1=III=1 I=III= I I =1 SLOPE SIDES OF HOLE • SCREENED GRAVEL PLACED AGAINST ----------- =III=III=III=III=III III= SEWER OR DRAIN UNDISTURBED SIDES AND BOTTOM OF 18 WALLACE ROAD II=III=III=III=III=III= BACKFILL AS PER TRENCH. SEE NOTE 1 LYNN, MA 01901 SPECIFICATION ATE. ____ _ _______ 55,36 56,36057 D LC CERTS 360 WILLIAMS 12" MIN SCREENED GRAVEL BEDDIN 8" MIN SCREENED GRAVEL BEDDING 12" MINIMUM APPLICANT: ? n DO NOT EXCAVATE BELOW BELOW OUTSIDE DIAMETER OF PIPE. — BELOW OUTSIDE DIAMETER OF PIPE. �r ROOTBALL. LEDGE UNDISTURBED 76DOAKVI E STREET REALTY TRUST �' r VV��LL.. SPARAGES THREE TIMES WIDTH OF ROOTBALL EARTH NOTES LYNN, MA 01905 189 NORTHAN STREET 4" PERFORATED UNDERDRAIN PROJECT LOCUS: surrE tot 75% OF BASE SEAL 'S MIDDLETON,MA 01949 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM TO DISCHARGE TO "DAYLIGHT" AT ROCKS TO BE " -1� l CLARK AVENUE SALEM, MA PHONE (978)539-8088 DECIDUOUS TREE MID-DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE INTERVALS NO GREATER THAN 30' 1000 LBS OR FAX:(978)539-8200 ASSESSORS REFERENCE: S' WWW.WSENCINEEPS.COM P LANTI N G , QVL TRENCH DETAIL FOR (SEE PLAN FOR LOCATIONS) GREATER ? MAP 6 PARELS 7, 8 & 9 DETAIL GRAVITY PIPE � 5� DETAIL SHEET 2 OF 4 NOT TO SCALE) (NOT TO SCALE) RIP— RAP DETAIL — w SCALE: NOT TO SCALE ( SHEET 9 OF 1 1 ' (NOT TO SCALE) $I31 Zp16 AUGUST 14, 2015 f it I FINISHED GRADE EXISTING GROUND SURFACE FINISHED GRADE FRAME & GRATE FINISHED GRADE FRAME & GRATE OR FINISHED GRADE 8» MANHOLE FRAME AND MORTAR 4 MORTAR COVER AS SPECIFIED BRICKS AND MORTAR _ _ _ = d " = TO BE USED TO MAKE , ELI -III-I I•I-III-III-III-III- I I-III-I I 4 MIN. TYP GRADE ADJUSTMENTS BRICKS AND MORTAR d ° TO BE USED TO MAKE MIN. 8" FLAT TOP 4" X 20" OPENING SUPPLIER TO PROVIDE • GRADE ADJUSTMENTS CONCRETE COLLAR WEEPHOLE TO BE 12—INCH COVERS TO ' PRECAST IN RISER SUPPORT AN H-20 LOAD 1 BRICK FOR GRADE s ° a SECTION COMMON FILL MATERIAL 6" OVERLAP ADJUSTMENT ' • D °D PRECAST TRANSITION d- CONICAL SECTION SECT OR BARREL ° WEEPHOLE TO BE 48" f1" DIAMETER z Q o SECT WITH PRECAST PRECAST IN RISER C D VD TOP SLAB RISER SECTION SECTION V ' o I RUBBER "0" RING GEOTEXTILE FABRIC N D GASKET OR PRE— - (NP) 2' ° FORMED FLEXIBLE NORMAL - d WATER OUTSIDE OF PIPE e. JOINT SEALANT LEVEL +2" CLEARANCE RISER SECTION r , „ " v 3/8 TO 3/4 D v WASHED GRAVEL MANHOLE RUNGS D j CATCH BASIN TRAP NORMAL dg v D � MULTIPLES OF BASE SECTION WATER OUTSIDE OF PIPE 1,2,3,4,5 OR 6 FT LEVEL +2" CLEARANCE D R LENGTHS AS REQ'D 4" PERF. CORR. HDPE r 3" ° D HOLES FACING UP 4'-0" UNLESS OTHERWISE D v - ( ) ° INDICATED ON DRAWINGS , , D CATCH BASIN TRAP 4 ' v \ d BASE SECTIO v. V.UNDISTURBED EARTH 0 00 FOUNDATION _ _ _ SCREENED SCREENED .GRAVEL U N D E R D RA I N - - - - - r UNDISTURBED EARTH d c \ •• •• °. ' � r d IP/ ° D D. ° D 0 �' OO Q DETAIL D D ° ° D ° .D ° D 00 12" MINIMUM SCREENED GRAVEL PRECAST DOUBLE—GRATE CATCH BASIN 12"MINIMUM (NOT TO SCALE) ° DETAIL SCREENED GRAVEL UNDISTURBED EARTH R NOT TO SCALE THICKNESS OF BOTTOM SLAB 3" MINIMUM CONCRETE FILL ( ) SHALL NOT BE LESS THAN DOUBLE GRATE PRECAST CATCH BASIN SECTTHE MANHOLE BARREL „ � WHICHEVERLL S GREATER R,SLAB 4'-0" WIDE UNDISTURBED EARTH D ETAI L MULCHED TRAIL FRAME (NOT TO SCALE) i SINGLE GRATE EXISTING GRADE r PRECAST D RAIN MANHOLE LIFTING STRAPS UNDISTURBED DETAIL GRATE EARTH (NOT TO SCALE) TRAIL DETAIL R CITY OF SALEM "DANDY SACK" (NOT TO SCALE) INSTALLED BETWEEN OARD ' THE GRATE AND FRAME I CERTIFY THAT I HAVE CONFORMED _ WITH THE RULES AND REGULATIONS "-Y= —"- OF THE REGISTERS OF DEEDS IN _____ PREPARING THIS PLAN. ' PLAN -- -- ---- I ------------------ SECTION CLERKS CERTIFICATION ON THE PLAN WILLIAMS & SPARAGES LLC A—A DATE: GRATE LIFTING STRAP W4 6' -0" SECTION ---- -- -- ----- R CATCH BASIN GRATE I, CLERK OF THE CITY OF SALEM, DO A—A FRAME PLACED ABOVE THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 6, �„ LOWER STRAPS AND OL 2'-0" 2' 0" 2'-0" THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS BELOW THE LIFTING --- ------------ ----- OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY 4' 0" STRAPS. DAYS NEXT AFTER SUCH RECEIPT AND RECORDING 'OF SAID NOTICE. 4" g" a LOWER STRAP - 11 ----------------------------- 4„ � 6 CITY CLERK ------------------------ "DANDY SACK" ' OPEN THROAT GRANITE SEDIMENT TRAP OR ------------------------ CURB INLET SECTION EQUAL OPEN THROAT GRANITE CURB INLET SECTION ELEVATION ------------------------ S • CATCH BASIN SEDIMENT TRAP DATE: ____ Z ------- PRECAST __---_ PRECAST D ETAI L ,. CATCH PRECAST BASIN CATCH Notes: (NOT TO SCALE) 7 Land Court Comments 8/23/2016 SECTION BASIN 1) To be placed in the existing catch basins located in Clarke Avenue prior to the start of construction. 6 No changes to this sheet 6/11/2016 A—A OPEN THROAT GRANITE SECTION 2) To be placed in the proposed catch basins as shown immediately after installation to prevent sediment 5 No changes to this sheet 1/29/2016 CURB INLET SECTION A-A from reaching the stormwater management areas. 4 Planning Board comments 1/22/2016 PLAN 3 Peer review comments 12/07/2015 3 FLANGE CATCH BASIN FRAME PLAN 2 No changes to this sheet 11/10/2015 4„ AND CASCADE GRATE LEBARON 1 Details 9/4/2015 LK1200 OR APPOROVED EQUAL 18" (C� LOW POINTS USE LF248-2) OPEN THROAT GRANITE NO. REVISION DATE CURB INLET SECTION DETAIL SHEET R CATCH BASIN FRAME AND GRATE SHALL BE MODEL • BRICKS AND MORTAR f� 44" �I LV-2448-2 FRAME WITH LK1200 GRATES ON SLOPES TO BE USED TO MAKE I 1 AND LF248-2 GRATES @ LOW POINTS BY LEBARON "THE WOODLANDS" SUBDIVSION GRADE ADJUSTMENTS FOUNDRY, INC. OF BROCKTON, MA OR EQUAL. 28" 4' (SET AT BINDER COURSE AND RESET AT f 1" SALEM MASSACHUSETTS FRAME & GRATE BRICKS AND MORTAR ; 24" TO BE USED TO MAKE • 18' BELOW FINISH PAVEMENT) GRADE ADJUSTMENTS OWNER: ° • ' °. • t . •• d •. ' ° . .. • . T01CKS AND BE USED MORTAR MAKE B8RWARLACDE ISCOLL ROAD ET AL 48" f1" DIA METER 48" f1" DIAMETER 48" •t1"•DIAMETER •22"• GRADE ADJUSTMENTS I_ _ I LYNN, MA 01901 • FRAME & GRATE r BRICKS AND MORTAR LC CERTS 36055,36056,36057 WILLIAMS PRECAST PRECAST PRECAST TO BE USED TO MAKE PRECAST APPLICANT: 0 CATCH $ASIN CATCH BASIN CATCH BASIN GRADE ADJUSTMENTS CATCH BASIN NSD REALTY TRUST ® fi • 48" t1" DIAMETER 76 OAKVILLE STREET SPARAGES LYNN, MA 01905 ENGINEERS I MMNMS I SURMMs T189 NORTH MAIN STREET ELEVATION R SECTION PROJECT LOCUS: SUITE 101 ELEVATION SECTION SEAL MIDDLETON,MA 01949 A—A A_A '� h s CLARK AVENUE SALEM, MA PHONE:(978)539-8088 FAX:(978)539-8200 ' ,ASSESSORS REFERENCE: S' WWW.W,SENGINEERS.COM GRANITE CURB INLET MAP 6 PARELS 7, 8 & 9 DOUBLE— GRATE CB GRANITE CURB INLET a�� . w I DETAIL DETAIL � '�� `` DETAIL SHEET 3 OF 4 �� SCALE: NOT TO SCALE (NOT TO SCALE) (NOT TO SCALE) ..- SINGLE GRATE DOUBLE GRATE SHEET 10 0 F 11 r a 3t Z01 . AUGUST 14, 2015 • -- t r • DRAIN MANHOLE COVERS DRAIN MANHOLE COVERS DRAIN MANHOLE COVERS DRAIN MANHOLE COVERS RIMS=132.83 BRICKS AND MORTAR RIMS=118.83 BRICKS AND MORTAR RIMS=122.83 RIMS=142.50 SUPPLIER TO PROVIDE BRICKS AND MORTAR SUPPLIER TO PROVIDE SUPPLIER TO PROVIDE SUPPLIER TO PROVIDE BRICKS AND MORTAR TO BE USED TO MAKE 6-INCH FLAT TOP TO BE USED TO MAKE '� 6-INCH FLAT TOP TO BE USED TO MAKE 6-INCH FLAT TOP TO BE USED To MAKE 6-INCH FLAT TOP GRADE ADJUSTMENTS COVERS TO SUPPORT AN GRADE ADJUSTMENTS - - _ COVERS TO SUPPORT AN GRADE ADJUSTMENTS - _ COVERS TO SUPPORT AN GRADE ADJUSTMENTS - a H-20 LOAD o-� _ b H-20 LOAD -." 4 v _� ' -H-20LOAD SUPPORT AN v _ - G' _ H-20 LOAD o o SET TOP OF BAFFLE AT SET TOP OF BAFFLE AT SET TOP OF BAFFLE AT SET- o ELEV.=135.50 4„ o ELEV.=131.20 0 100YR o ELEV.=21030BAFFLE AT PERF. 100 YR STORM _ - 0" ® 134.5C SET 2'L WEIR ® 100YR PVC 8" ® 120.50 SET 2'L WEIR ® 100YR STORM ELEV.=135.34 _ = 0 o STORM ELEV.=121.06 8" ® 134.00 o TEE o 0 18" HDPE 18" HDPE o 18" I1DPE o 18" HDPE o INLET PIPE I INLET PIPE _ INLET-PIPE INLET PIPE - INV=115.50 � - INV=118.00 b _ INV=128.50 ;. �_ ,; S=LEVEL INV=132.75 a _ ► ,� I _ S=LEVEL 8" ® 115.5 _ 6" ® 118.0 S=LEVEL S=LEVEL I - 2.5" ® 128.5 - o 0 ® 132.75 0 o PRE-CASs CONCRETE PRE-CAST CONCRETE INFILTRATION BASIN 4 PRE-CAST CONCRETE PRE-CAST CONCRETE INFILTRATION BASIN 3 TRAP ROCK TRAP ROCK INFILTRATION BASIN 1 TRAP ROCK PANEL WITH ORIFICE INFILTRATION BASIN 2 TRAP ROCK PANEL WITH ORIFICE PANEL WITH ORIFICE PANEL WITH ORIFICE o 72" t1' 72" t1" 72" t1" DIAMETER DIAMETER DIAMETER DIAMETER 12" HDPE 12" HDPE 12" HDPE OUTLET PIPE OUTLET PIPE �" OUTLET PIPE T` OUTLET PIPE INVLET PI0 INV=127.50 INV=113.50 INV=114.50 °° ° OUTSIDE OF PIPE 00 0° OUTSIDE OF PIPE °O ° OUTSIDE OF PIPE ° ° OUTSIDE OF PIPE 12"MINIMUM +2" CLEARANCE 12"MINIMUM +2" CLEARANCE +2" CLEARANCE +2" CLEARANCE (I''IIIIII 12"MINIMUM 12"MINIMUGRAVEL , lull. SCREENED GRAVEL SCREENED GRAVEL SCREENED GRAVEL SCREENED GRAVEL - UNDISTURBED EARTH i UNDISTURBED EARTH UNDISTURBED EARTH UNDISTURBED EARTH SECTION SECTION SECTION '* SECTION DRAIN (2) DRAIN (2) DRAIN MANHOLE COVERS MRAIN ANHOLE COVERS MANHOLE COVERS %YN MANHOLE COVERS r TDRAIN( ( DPIPEOUTLET INLET � OUTLET INLET � OUTLET INLET OUTLET D R A I N( ( D R A I N PIPE - PIPEDRAIN( ( DRAIN PIPE PIPE ' DRAIN( ( DRAIN PIPE PIPE110, ' ST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PRECAST CATCH BASIN PLAN PLAN r PLAN PLAN OUTLET LET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE INFILTRATION BASIN 1 INFILTRATION BASIN 2 INFILTRATION BASIN 3 INFILTRATION BASIN 4 NOT TO SCALE (NOT TO SCALE) (NOT. TO SCALE) (NOT TO SCALE) ( ) < �k CITY OF S EM DETECTABLE WARNING PANEL Post Tap Luminaire ; P G ARD D ETAI L r _ _ (NOT TO SCALE) DETECTABLE WARNING PANEL NOTES � � �-- 1. Refer to STD CS--6109 for Material List. BIT. SIDEWALK--\ USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE 2. C-I--C to be installed inside the 3" PVC conduit GRAVEL--\ LESS `THAN 4'-0" ROADWAY s and cutoff at the tap of the corlCret� base as rA & shiown. 04-C ends shallbe cutwith care to NOTE:ED avoid dame a to their factory installed conductors o4�� DETECTABLE WARNING PANELS ARE REQUIRED inside,and to alloW sufficient len th to properlyg* ON ALL 'PROPOSED WHEELCHAIR RAMPS TO BE connect to fixturo leads at the pale handhole located INSTALLED IN ACCORDANCE WITH CONSTRUCTION16'" above the precast base, or insid$ a secondary STANDARD M/E 107.6.5R (DECEMBER 2004) TYPICAL INSTALLATION handhole or transformer foundation.3/8" DIA. HOLE 1/2"DEEP AT ACTUAL T OF SURVEY PANELS MAY BE CONCRETE PRECAST ORa 0 r T PON CAST IN PLACE OR OTHER SUITABLE 1 1--91 REFERENCE �/\� / �, Z 1.s"-2.4' MATERIAL PERMANENTLY APPLIED TO THE LACES C5 -- ---------------------- 1 /// 48 SHARAMLL CONTRAST VISUALLDETECTABLE Y WITH NG RFADJACENT - 50� To soy WALKING SURFACES EITHER LIGHT-ON-DARK, '4 -I I- AO.2" 0.65" N A I I OF BASE DIA. ------------------------ OR DARK-ON-LIGHT A MIN.:[6 I I 0.9"-1.4 SECTION A-A \/ \� Pole Base DATE. Securing Nuts ' LAYOUT \/ And Washers LINE \ Handhole 7 Land Court Comments 8/23/2016 Anchor Boit Shroud 6 No changes to this sheet 6/11/2016 Pole Base11+3i1int3 Nuts 5 No changes to this sheet 1/29/2016 20 Pole Washers 4 Planning Board comments 1/22/2016 * 3 Peer review comments 12/07/2015 GRAN ITE BOUND SIDEWALK VARIABLE VARIABLE `� 3" 2 No changes to this sheet 11/10/2015 7.5%* MAX 1 Details 9/4/2015 TAIL MAXMAx o 7.5% D E < � NO. REVISION DATE Fin. Grade D ETA( L S H EET (NOT TO SCALE) "LEVEL LANDING" �' � I11 ii 111 c 25 Warning Tape -�� GRASS PLOT -z_ 1 .5%* CROSS SLOPE ` "THE WOODLANDS" SUBDIVSION TOWARD STREET FOR IIIIIIII N Ililllll MEET PROPOSED RAMP 1 / �° DRAINAGE c - SALEM, MASSACHUSETTS 10 GRADE AT END OF CURB `�' ^ ~7- GRASS PLOT J I I t l{ III 2" O.l�• Cable-En-Conduisr-[tote 0 0 0 0 Z� _ J� 1�t � _ OWNER: + 00 000 00000 r L - Washed, Screened Sand BARBARA DRISCOLL ET AL 0 0 0 0 0 0 .+ -L«. -- -- �� '� - -= 4" Above And Below 18 WALLACE ROAD EDGE OF ROADWAY _ Cable-in-�Condult LYNN, MA 01901 GRANITE CURBL t? LC CERTS 36055,36056,36057 WILLIAMS 6" REVEAL er 3" PVC APPLICANT: ' 6" REVEAL AT END �d -/ Clean Fill NSD REALTY TRUST SPARAGES PLAIN CEMENT CONCRETE RAMP 24" "LEVEL LANDING" WITH 76 OAKVILLE STREET 5 -0 MIN. I REFERENCE 189 NO I MAIN I STREET Rs DETECTABLE WARNING PANEL SUrrELYNN, MA 01905 189 NORTH MAIN STREET POINT 1 .5% * SLOPE FOR DRAINAGE PROJECT LOCUS: MIDD 101 �y SEAL 1,�r . `_. MIDDLETON,MA 01949 • Und�"�turbad Solid Earth LARK AVENUE SALEM, MA PHONE:(978)539-8088 I CERTIFY THAT I HAVE CONFORMED S FAX:(978)539-8200 WITH THE RULES AND REGULATIONS � wxa1�` °� ASSESSORS REFERENCE: S' 1NWW.WSENGINEERS.COM OF THE REGISTERS OF DEEDS IN WHEELCHAIR RAMP (WCR) �'+ '" y MAP 6 PARELS 7, 8 & 9 nAIRIN S PLAN. D ETAI L LIGHT P0LE DETAIL DETAIL SHEET 4OF 4 (NOT TO SCALE) NOTES: (NOT TO SCALE) SCALE: NOT TO SCALE r-------- SHEET 1 1 OF 1 1 ____ - * CONSTRUCTION TOLERANCE f0.5% WILLIAMS & SPARAGES LLC $`31`206 AUGUST 14, 2015