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170 BOSTON STREET - ZONING r 170/Boston St. WSP SuPeX, St.. n Shop a A r E t E Seo p � S ho� i�.c,s�v-r1 � � i ,. oNDIT g ' CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT STANLEY J.USOVICZ,JR. MAYOR 120 WASHINGTON STREET•SALEM,MASSACHUSETTS 01970 JOSEPH P.WALSH,JR. TEL:978-745-9595• FAX:978-740-0404 DIRECTOR August 12, 2003 Councilor Michael Bencal Salem City Council 93 Washington Street Salem, MA 01970 RE: Status of Stop & Shop Planning Board Decision Dear Councilor Bencal: I received your letter requesting the status of financial contributions held by the City of Salem relating to the Planning Board Planned Unit Development (PUD) Special Permit Decision for the Stop & Shop Supermarket located on the corner of Boston Street and Howley Street. As you know,when Stop&Shop underwent their review process with the Salem Planning Board,the Board included several conditions in their decision relating to off-site improvements. These conditions were included in order to mitigate the effects that the project would have on the surrounding entrance corridor and neighborhood. Below you will find a table showing the status of the funds deposited to the City of Salem. Note that the names and descriptions in the first column ("Project Descriptions") are taken from the Planning Board's decision. Project Description Amount Status Contributed Neighborhood Traffic Study: $30,000 Ongoing: The $30,000 in funds are Entrance Corridor Traffic Study being used to complete a traffic to define potential improvements study as part of the North River to Harmony Grove Road and Canal Corridor Master Plan North Street and Boston Streets Contact: DPCD Neighborhood Improvements: $25,000 Ongoing: At the conclusion of the Funds to be used by ad-hoc planning process, the NRCC neighborhood advisory group to Working Group will be asked to determine how money for recommend the allocation of these neighborhood improvements funds. should be distributed. Contact: DPCD Community Set Aside:Money $100,000 Completed: Under the direction of to be used by City,at the Mayors the Mayor's Office, the $100,000 in discretion, for community funds were used to construct a skate improvement projects such as park and playground at Mansell Park improvement of utilities. Contact: Mayor's Office Project Description Amount Status Contributed Boston Street Improvements: $150,000 Project Not Scheduled by MHD Design and construction These funds are to be used to pay for documents for the the City's design and construction reconstruction of Boston Street documents for Mass Highway Department(MHDs)reconstruction of Boston Street. This project is not scheduled by MHD at this time, however the project does appear on the state's 25 Year Regional Transportation Plan. Contact: DPCD Bicycle Trail: Construction of a $25,000 Scheduled to begin FY04: Bicycle Trail These funds will be used for a portion of the bike path,as described in the NRCC Master Plan.The bike path design will begin in FY04, in coordination with MHD and following the successful conclusion of the North River Corridor master planning process. Contact: DPCD Additionally, your letter references Condition #10 of the PUD decision that states the following: Harmony Grove Road "Hillside" Clean-up Stop&Shop shall pick up litter and trash from the hillside of the privately-owned properties along Harmony Grove Road, to the property line of Salem Oil and Grease, provided that permission is granted by the private property owners. Written permission of the owners will be submitted to the Planning Department directly by the owners.Such clean-up shall be repeated annually,with notice of the dates of clean up to be provided to the Salem Planning Department and to each of the property owners fourteen (14) days in advance of the clean-up date. Stop & Shop shall not be liable or responsible for the clean up of any materials dumped on these private properties nor shall Stop&Shop be responsible for or required to remove any debris which may be hazardous or require special disposal or clean up pursuant to the Massachusetts General Law. I understand that while this area was cleaned by Stop&Shop last year,this area has not been cleaned this year, as is required by Condition#10. I have contacted Attorney Joseph Correnti, who represents Stop& Shop in this matter,and informed him that this condition was not met this year. He agreed and will contact the applicant to ensure that the area is cleaned and the condition is met. Atty. Correnti will notify DPCD as to the date of cleanup, as required in the condition. I hope that this information addresses your questions. Please feel free to contact me at 978 745-9595, extension 311 if you have any further questions or need additional information.. Sincerely, Denise S. McClure, AICP Deputy Director Department of Planning and Community Development Cc: Stanley J. Usovicz,Jr., Mayor Joseph P. Walsh,Jr., Director, DPCD Stop & Shop Account Summary Project Starting Value Account Number. Neighborhood Traffic Study $30,000 24102-5713 Neighborhood Improvements $25,000 24102-5713 Community Set Aside $100,000 24053-5713 Boston Street Improvements $150,000 24102-5713 Bicycle Trail $25,000 24102-5713 j 0 Ctv of "ialent, fflttsondl tse##s Planning Puxril IIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIII @¢" (Par ,Sttlent (Sreen 2010021200230 Bk:29277 P9:377 02112/2010 12:50 DLSN p9 1/10 f3 O DECISION Wetlands and Flood Hazard District Special Permit 3= The Stop & Shop Supermarket Company c/o Atty.John R. Serafini, Sr. �m 63 Federal Street {° Salem,MA 01970 On Thursday,November 16, 1995, the City of Salem Planning Board held a public hearing which was duly noticed and advertised in the Salem Evening News on November 2, 1995, and November 9, 1995, under Section 7-16, Wetlands and Flood Hazard District Special Permit of the Salem Zoning Ordinance, at the request of the Stop and Shop Supermarket Co. and John C. Jeffers to explore the effects of the construction of a commercial building,relocation of an industrial building and maintenance of certain residential uses as a planned unit development on land of approximately 7.25 acres in Salem and Peabody. The proposed work is located at Howley and Boston Streets and is located within the Buffer Zone and Flood Hazard District Zone A. Following comments from the public and Board members, the Board voted on November 16, 1995 to close the public hearing. On November 16, 1995,the Planning Board voted by a vote of six (6) in favor,none opposed,to approve the application as complying with the requirements of a Special Permit and to issue the Wetlands and Flood Hazard District Special Permit subject to the conditions of the Planned Unit Development Special Permit approved by the Planning Board on March 23, 1995 and the Order of Conditions (#64-238) issued by the Salem Conservation Commission on October 4, 1995, and/or any Superseding Order of Conditions. The Planning Board, after due deliberation and consideration, makes the following fording of fact: 1. The proposed use complies in all respects to the uses and provisions of the underlying PUD District in which the land is located. 2. In a 1, 5 or 10 year flood event, vehicular and pedestrian movement throughout the site and in relation to adjacent streets and property is adequate for safety and convenience. �v'1~ �37 3. All utilities are located and shall be constructed so as to prevent any damage due to flooding of the site. 4. The cumulative effect of the project at build-out results in no decrease of floodwater storage capacity on the site and no negative impact on flood flow from the site. There will be no adverse impact as to groundwater resources or increased stormwater runoff velocity on other properties as a result of the project. 5. The proposed development shall not include the storage of salt, chemicals, P_ �{ petroleum products or other contaminating substances or discharge of any polluting J m liquids or.materials into streams, brooks or wetlands. 6. The floor levels of work spaces to be occupied at the site are four (4) feet or more above the seasonal high water table. 7. The floor level of the lowest floor of new construction at the site is at or above the one hundred year flood level. The Special Conditions are as follows: PUD Special Permit 1. Conformance with Plans Awork shall conform to the following plans: a. LProposed-Supermarket Peabody,&-Salem_,-Mass:" sheets-11 17;p per fired l for Stop & Shop Supermarket, by Eastern Land Survey Assoc., Inc., dated June 15, 1993, revised April 20, 1994. b. "Landscape Plan", Sheet 1 of 1, prepared by Vanasse Hangen Brustlin, Inc. Ile 12/1%93;revised-12/19 and 3/8/95. 2. Qvernight Storage of Trucks There shall be no overnight storage of trucks on the Stop &Shop portion of the PUD. 3. 0 Deliveries All truck deliveries to the PUD shall be limited to the hours of 7:00 A.M. - 11:00 P.M. 4. Off-Hour Refuse Collection All refuse collection at the PUD shall be restricted to the hours of 7:00 A.M. - 11:00 P.M. 5. Site Lighting There shall be no direct lighting of adjacent residential properties. a. Site lighting shall be designed to provide adequate site security, while at the same time, providing a shield to guard against glare in surrounding residences. b. A detailed foot candle diagram shall be submitted to the Planning Department. Such plan shall be reviewed and approved in writing by the City Electrician and the City Planner prior to the issuance of a Certificate of Occupancy. 6. Hours of Operation The hours of operation for Stop & Shop shall be 6:00 A.M. - 11:00 P.M. Any amendment to these hours of operation shall be subject to the approval of the Salem City Council in conformance with Section 7 3/4 -3, "Retail Business Establishments - Hours of Operation", of the City of Salem Code of Ordinances. In addition, any amendments to hours of operation shall require the approval of the Salem Planning Board. The hours of operation for Jeffers Lumber shall be in conformance with applicable City Ordinances. 7. Signage The Applicant shall submit a detailed sign package for the entire PUD site to be reviewed and approved in writing by the City Planner prior to the issuance of any Certificate of Occupancy in the PUD. 8. North River Bicycle/Walking Trail a. The Applicant shall clean debris from the North River Canal, for the entire length of its property. Such cleaning shall be repeated annually, in perpetuity, with notice of said cleaning to be provided to the Salem Planning Department. All obvious debris shall be removed immediately. b. The Applicant shall contribute$25,000 to the City of Salem toward the construction of the pedestrian/bicycle trail in conformance with the recently completed city-wide Walking Trail Plan prepared by the Planning Department and submitted to the Massachusetts Highway Department. The Applicant's involvement shall be contingent upon the Salem Trail Plan being included on the Transportation Improvement Program (TIP) of the Massachusetts Highway Department. 9. Historical and Archaeological Review The Applicant shall conduct a reconnaissance archaeological and historical survey (including a historic building survey) as required by the Massachusetts Historical Commission(MHC), the Salem Historical Commission and any and all requirements of the Environmental Impact Report filed with MEPA. 10. Harmony Grove Road "Hillside" Clean-up Stop & Shop shall pick up litter and trash from the hillside of the privately-owned properties along Harmony Grove Road, to the property line of Salem Oil and Grease, provided that permission is granted by the private property owners. Written permission of the owners will be submitted to the Planning Department directly by the owners. Such clean-up shall be repeated annually, with notice of the dates of clean-up to be provided to the Salem Planning Department and to each of the property owners fourteen(14)days in advance of the clean-up date. Stop & announced, State-funded improvements on Boston Street and shall include, but not be limited to resetting of curbing, new sidewalks, tree plantings, and a coordinated, computer controlled hardwired traffic signal system along the length of Boston Street from Howley Street to Bridge Street. The written commitment from the Mayor of Peabody received in condition No. 12(c) shall be utilized to include the Howley Street signal in this design. e. Neighborhood Traffic Study The Applicant shall provide the City of Salem with $30,000 to complete an Entrance Corridor Study which shall define potential improvements to the Harmony Grove Road and North Street entrance corridors. Included in such study shall be definition of methods to improve traffic safety in the neighborhoods which abut North and Boston Streets. f. Mason Street. Grove Street, Harmony Grove Road Intersection Upon completion of the Neighborhood Traffic Study, the City shall commit $20,000 toward design of a traffic signal at the Mason Street, Grove Street, and Harmony Grove Road intersection. 13. Neighborhood Improvements The Applicant shall provide the City of Salem with $25,000 to fund Neighborhood Improvements in the area surrounding the proposed development. The Planning Department shall create an ad-hoc advisory group of neighbors to determine the most appropriate expenditure of these funds. 14. Landscaping a. Landscaping shall conform with Landscape Plan dated 12/1/93, revised 12/19/93 and 3/8/95, prepared by Vanasse Hangen Brustlin, Inc. except as specified in condition No. 14(g). b. All curbing within the entire PUD parking area shall be vertical concrete. All curbing at the Stop & Shop entrance and exit drives shall be vertical granite curb. C. The sidewalk which will be installed the entire length of Howley Street shall be vertical granite curbing with concrete walkways. d. The proposed row of white pines planted adjacent to the Peabody Cemetery shall be staggered to provide more complete screening. The proposed chain link fence shall be changed to a wooden fence. A detailed plan of the proposed wooden fence shall be submitted to the Planning Department for review and written approval by the City Planner prior to the issuance of any Building Permit for the PUD. e. Landscaping plan shall be amended to include the addition of islands at both ends of all aisles within the Stop &Shop parking lot. The revised plan for the islands shall include two (2) trees per island in addition to the shrubs as shown on the plan. f. All trees for the project shall be a minimum of three and one-half inch (3'k") caliper. Shop shall not be liable or responsible for the clean-up of any materials dumped on these private properties nor shall Stop& Shop be responsible for or required to remove any debris which may be hazardous or require special disposal or clean-up pursuant to Massachusetts General Laws. 11. Drainage The Applicant shall submit a revised drainage plan to the Planning Department depicting the recommendations of City Engineer Charles Quigley outlined in a memo dated March 3, 1995. No portion of any land extending more than thirty(30) feet into any R-2 Zoning District from the I/R-2 Zoning District boundary line may be used as part of this project and therefore, no portion of the revised drainage system shall encroach more than thirty(30) feet into the R-2 Zoning District. The revised drainage plan shall be reviewed and approved in writing by the City Planner and the City Engineer prior to the issuance of a Building Permit. 12. Traffi a. Howley/Walnut Street The Applicant shall design and construct traffic improvements at the Howley and Walnut Streets intersection in accordance with plan entitled "Proposed Supermarket Peabody &Salem, Mass.", sheets 1-17, prepared for Stop & Shop by Eastern Land Survey Assoc., Inc, dated June 15, 1993, revised April 20, 1994. b. SHowle] The Applicant shall widen Howley Street in accordance with plan entitled, "Proposed Supermarket Peabody & Salem, Mass.", sheets 1-17, prepared for Stop & Shop by Eastern Land Survey Assoc., Inc, dated June 15, 1993, revised April 20, 1994. C. Howley/Main Street Intersection The Applicant shall install a traffic signal and associated traffic improvements at the intersection of Howley and Main Street, in accordance tth the plan entitled "Proposed Supermarket Peabody and Salem, MA" sheets 1-17, prepared for Stop &Shop by Eastern Land Survey Assoc., I Inc., dated June 15, 1993, revised April 20, 1994, prior to the issuance of a Certificate of Occupancy. Prior to the issuance of any Building Permit, the Applicant shall obtain a written commitment from the Mayor of the City of Peabody allowing the traffic signal and the associated traffic improvements to be installed at Howley/Main Street to be coordinated and integrated with the proposed improvements which will be undertaken on Boston Street by the City of Salem and the Massachusetts Highway Department., d. Boston Street The Applicant shall provide the City of Salem with$150,000 to be used to complete design and construction documents for the reconstruction of Boston Street. The $150,000 shall supersede and is in lieu of the $100,000 included in the Mayor's Mitigation Package for Boston Street Traffic Improvements. Such design shall include Boston Street, from the Howley and Main Street intersection in Peabody, continuing to the Boston and Bridge Street intersection. The design plans shall support the recently g- A new planting Plan which illustrates each of the amendments proposed in condition No. 14 shall be submitted to the Planning Department within ninety (90)days of approval of this decision and such plan shall be approved in writing by the City Planner. h. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy for the Stop & Shop building, the Applicant shall be required to add further landscaping if such is required by the City Planner. I. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. 15. Noise Mitigation a. All rooftop equipment shall be screened with the construction of a building parapet and twelve (12) foot high acoustical screens around the store's roof top equipment. Stop &Shop shall submit catalog cuts of the selected panel to the Planning Department for review and written approval prior to issuance of a Building Permit. b. Stop & Shop shall utilize rooftop refrigeration condenser fans which operate at a fan speed of 850 RPM. C. If all appropriate permission from abutters is obtained, then all noise mitigation shall conform with the landscape plan (dated 12/1/93, revised 12/19/93) and the Illustrative Sections Plan (dated 10/6/94) prepared by Vanasse Hangen Brustlin, Inc. In addition, work shall conform with the scaled plan and elevation figures prepared by Tech Environmental, Inc. (dated January 30, 1995). d. Stop & Shop agrees that the noise levels including those emanating from the store's mechanical equipment will not exceed 44 dB(A) during the quietest overnight period(defined as midnight to 6:00 A.M.) as measured in the backyard of a residence abutting the site. Permission to measure in the backyard must be obtained from the resident prior to any sound level measurements. Upon completion of the project, a sound level test shall be performed during the period of the first June 15-September 15 which follows the opening of the store, at the request of the Planning Department by a professional sound engineer, to be paid for by Stop & Shop, to ensure that the noise level does not exceed 44dB(A). The methods of undertaking the sound level test shall be approved by the Planning Department and reviewed and commented upon by Stop & Shop. A written report of the sound level test shall be submitted to the Planning Department. A representative of Stop & Shop may be present to conduct or observe the sound level testing. If post construction, noise levels exceed 44dB(A), Stop & Shop shall provide whatever mitigation is deemed necessary to reduce the nighttime noise level to 44dB(A). The Planning Board acknowledges that this condition may be more stringent than the Board of Health approval dated December 14, 1994 referenced in paragraph 20 of this decision. e. Stop & Shop shall post a bond or place in escrow an amount of$50,000 for a period of 18 months following the issuance of a Certificate of Occupancy. This amount may be used by the City of Salem to design and install mitigation measures if necessary. 16. Building Materials Elevation drawings of the new or reconstructed buildings in the PUD shall be provided which indicate the building materials which will be used. The elevation drawing shall be approved in writing by the City Plarmer prior to the commencement of construction in the PUD. 17. Maintenance a. The Applicant shall employ an acceptable method or means for the holding and disposal of trash (rubbish) during site development with a copy of this method sent to the Planning Department and Health Department in writing for their written approval. b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the Applicant, his successors or assigns except that the City will be responsible for the trash removal for the residential dwellings. C. Winter snow and ice maintenance process shall be approved in writing by the City Engineer. d. Winter snow in excess of the snow storage areas shall be removed off site. 18. Community Set Aside The Applicant shall donate $100,000 to the City of Salem to undertake community improvement projects. Such funds shall be used at the discretion of the Mayor to assist the City in off-setting the increase of water and sewer rates in conjunction with the construction of the South Essex Sewerage District Secondary Treatment Plant. 19, Summer Jobs Program Stop & Shop shall create a Neighborhood Summer Jobs Program which will give preference to hiring neighborhood youth for temporary summer employment. Evidence of such program shall be provided in writing each year to the City Planner. 20. Board of Health All conditions in the Board of Health decision dated December 14, 1994 are hereby incorporated into this Decision. 21. Clerk of Works A clerk of the works shall be provided at the expense of the applicant as deemed necessary by the City Planner. 22. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. ' No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. b. 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. 23. AS-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy for Stop & Shop. 24. General a. Upon request of the Applicant, and following a public hearing, any provision of this Special Permit may be waived or amended by a 2/3 vote of the Planning Board. 25. Violation Violations of any condition contained herein shall result in notice being served on the Applicant to appear before the Planning Board at its next regularly scheduled meeting. If it is determined by the Planning Board that a violation of any of the conditions has occurred, and if corrective action is not immediately forthcoming, this may result in revocation of this permit by the Planning Board. Order of Conditions#64-238 1. All work shall conform to the above-referenced Notice of Intent(NOI), site plan and supporting documents and those final specifications which shall be filed with the Commission prior to construction. Any change made or intended to be made to the approved plans shall require the applicant to inquire of the Commission in writing whether the change is substantial enough to require the filing of a new Notice Of Intent(NOI). 2. Members and agents of the Commission shall have the right to enter and inspect the premises at all reasonable times to evaluate compliance with the conditions in this Order. The Commission may require the applicant to submit additional data or information necessary for the Commission to conduct that evaluation. 3. Upon completion of the project,the applicant shall submit,with the request for a Certificate of Compliance, an affidavit, prepared by a professional engineer or land surveyor registered in the Commonwealth of Massachusetts, stating that the site has been developed,in accordance with the requirements of this Order of Conditions, the referenced site plan and supporting documents. 4. This Order shall apply to every successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans or part thereof. In the event this land or any part thereof changes ownership before or during construction,the current owner shall notify the new owner,by registered mail,of this Order prior to the transfer of ownership and shall forward proof of this notification to the Commission. 5. Prior to commencement of construction activity, a haybale and silt fence barrier shall be placed downgradient of construction to prevent siltation to the adjacent wetland. Haybales shall be anchored with stakes and entrenched 4 to 6 inches in depth. Trench material shall be deposited on the upgradient side of the haybale barrier. Haybales shall be inspected daily;those showing signs of deterioration shall be replaced immediately. The haybale and silt fence barrier shall remain in proper functioning condition until all disturbed areas have been stabilized. 6. Additional erosion and sedimentation control measures deemed necessary by the Commission shall be instituted by the applicant. Any siltation caused onto any wetland or waterway area shall be promptly reported to the Commission. Such areas shall be restored to the satisfaction of the Commission. 7. During construction,no debris, fill,or excavated material shall be stockpiled within 100 feet of designated wetlands. Any other stockpile location will be protected sufficient to prevent sediment from surface runoff entering wetlands. 8. All catch basins and pipes shall be fitted with oil and gas traps. A regular cleaning and structural maintenance schedule for catch basins, manholes, and pipes shall be developed and submitted for Conservation Commission approval. 9. * All catch basins, manholes, and pipes shall be cleaned four(4)times per year in December,March, May and September. Certificates of Inspection shall be submitted to the Conservation Commission within 15 days of such cleaning. 10. Notice shall be given to this Commission no more than 2 weeks nor less than 2 days prior to the initial start-up of construction activities. Said notice shall include, in writing,the name(s), address(es),and business and home telephone numbers of the project supervisor(s)responsible for insuring that operations are conducted in compliance with this Order. 1 I. * Minimal pruning and no removal of any buffer zone or wetland vegetation will occur downgradient of the staked haybale line. 12. All disturbed soils shall be immediately and similarly re-vegetated upon completion of construction activities or shall be mulched until the next growing season. Hydroseeding will be initiated no later than September 15. 13. * Fertilizers used for landscaping and lawn care shall contain a low nitrogen content and be used in moderation. Pesticides and herbicides shall not be used within 100 feet of the resource area. 14. A plan for landscaping and maintenance of vegetation for the buffer zone shall be developed and submitted for Conservation Commission approval prior to commencement of work. 15. *The Applicant shall sweep the parking lot four(4)times/week, weather permitting. 16. *There shall be no storage of rock salt or sand on the site. 17. *Lower sodium de-icing chemicals shall be used on all paved surfaces. 18. All erosion control measures and drainage structures shall be in place prior to the paving of the parking lot. 19. The Applicant shall submit a construction timetable to the Conservation Commission for their written approval ninety (90)days prior to commencement of construction. 20. *The Applicant shall manually clean debris from the North River Canal, for the entire length of its property. The clean-up shall be done from outside the bank of the river. No heavy equipment shall enter on the bank. Such cleaning shall be repeated annually,in perpetuity, with notice of said cleaning to be provided to the City of Salem Planning Department. All obvious debris shall be removed immediately. 21. *The Applicant shall pick-up litter and trash along the river,from its property line to the property owned by Salem Oil and Grease, provided that permission is granted by the private property owners. Such clean-up shall be repeated annually, with notice of the dates of clean-up to be provided to the Salem Planning Department fourteen(14)days in advance of the clean-up date. Stop and Shop shall not be liable or responsible for the clean-up of any materials dumped on these private properties nor shall Stop and Shop be responsible for or required to remove any debris which may be hazardous or require special disposal or clean-up pursuant to Massachusetts General.Laws. *Ongoing conditions that do not expire upon issuance of a Certificate of Compliance. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20)days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant,his successors or assigns. _ Date FES 1 2 2010 I hereby -F rtify that 20 days have expired Walter B. Power,III from the :;rate this instrument was received, Chairman ano that NO APPEAL has been filed in this office. d nn A True Cop _ _ ATTEST—CITY ,UURK, Salem, Mass. r t NORTH RIVER CANAL GUILFORD TRANSPORTATION INDUSTRIES MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EXIS77NG 77?ACK0 111i— 401.24' `° _ 16.00 20.00' -- _I_ s Paas 9 = 252 45' •%- 352.02 2 42. 25 187. 75 1 —� _ �I SE DCH c} I HC HC I HC HC p� R=25' - - - PARCEL R - 2 N N N M PARCELS P & S 31 �PA�E"@ 9' =1279' TRANS. 1- t-14w ❑ PAD 10 30' _ ��' � X50 � � � �' 31NPAf � �@9' = 27 ' �' SQ � W � (� O4 N 80- 14 53. 06 °' ~ DOCK 133.20 . U -t ise- CD LL COMPACTOR O J I i @ = 29 ' I I v)co U) � W ' — fi �' �— O N N Cn MARK A. & STEVEN P. N I Q W CDOM j I ww . ENG � - ' t W 32 SRA� y , - 28 31 (O tD n- - -- + I - (TYP I CAL) a Q V w C., +AE;"� i I M w O� Y Q, a N i �32 S 4 = 28 o O w �, I..I..I _y ,I C\, I Z K �, ,�oo, PARKING SUMMARY - JEFFERS o� I 301SPl�CFS @ 2 0' 9 J 5Q ootjoE MA RIA REQUIRED PARK I NG t DWELLING 1 . 5 SP , x 6 UN I TS - 9 SPACES GEORGE COMPANY VEHICLES ' - 2 - — '. I SPACES/2 EMPLOYEES x 6 = 3 EXCL . STOR 30 SPaji,cS @ 2 I 1 , - I SP . 1 1000 SF. I TOTAL REQUARE, _- 2 PROVIDED 24. R= 25' o o 14' PARKING SUMMARY - STOP 8 SHOP R= 25' "' I LAM TOTAL PROPOSED PARKING, 363 SPACES NG TRS _ PROPOSED HAND I CAP PARKING = 8 SPACES 8 PAGES 9 = 2' HC HCn TA HC He fir; / 29' HOA PARKING RAT I O s 363 SP. /63922 SF = I SP. / 176 SF 45' N,° 47.s �5' & G(JYEN OR 5.7 SP. / 1000 SF 41. 78 H THI N III AM Cl- CnN1 218' ° NOTES Is' 30' Is' 7 6.02' Q 1 . ALL DIMENSIONS SHOWN TO PROPOSED CURBING 103.08 5 I ' 67. 10" 18' 22' 18' 22' 223�— ! — ARE TO OUTSIDE FACE OF CURBING. �w`' �, TRUCK PARKING. Q, Q 2. ALL CURB RADII NOT OTHERWISE SPECIFIED > \hQ �`L� w� 68 SHALL BE 4' 60 . W ov — I w - m J a — PROPOSED I, 20, � � L Q 3 . BUILDING LAYOUT DIMENSIONS ARE TO OUTSIDE 0; >-- �' MILL j`— ' �' Z o o FACE OF BUILDING. +' o — ti CITY OF PEABODY D„ O • I -- I o z "OLDS SOUTH BURYING GROUN n I I U U)a) / SILO I M I SP. � EXISTING I DWELLING I w in BUILDING I 1 I I� A No.160 n i DWELL I NO OFF I C� + ', SITE LAYOUT PLAN No . 166�11 I 72. 50 PROPOSED SUPERMARKET C I TY L INE 5 . 02 STR EST PEABODY & SALEM , MASS. BosPrepared For Prepared By.19.49' DETA Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. 1 4g' r L P.O. Box 1942 Christopher R. Mello P.L.S. 98' HANDICAP PARKING SPACES Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 I NTS (508) 531-8121 SCALE Y M _j CD 0 20 40 80 120m DATE . JUNE l5, 1993 hristopher R. Mello Clayton A. Morin PLS 31317 PE 30969 9 6y ,�, 5 8 ,�, 8 L1- 45 ' -�`-�� ' REI/ISI DNS CL_ 1 1 A 1. APIL 20, 1994 SHEET 4 OF 17 I f WASTEWATER PUMP STATION SEE DETAIL SHEET 15 8000 GALLON GREASE TRAP SEE DETAIL SHEET 12 I ' x 4' CONCRETE DRAIN S= 0.0023 NORTH RIVER CANAL 45* BEND GUILFORD TRANSPORTATION INDUSTRIES MASSACHUSETTS BAY TRANSPORTATION AUTHORITY D XISNG TRACK 401.24' 16.00'20.00' 0'x 10'x 8" i 2. D I s I D 352.02 2 42. 25 187. 75 TAPPING SLEEVE 8 GATE VALVE ® — W CB 3 �--D 6 DMH 2 8' p I D D LD _yy QMH I _yy D WITH RESTRAINT g E/T — — — ___ G -- _CB I EIT --_ 6' P'VC SEWER EIT _ __ — — —EIT 12' DI DRAIN s W S G 8'x 8"x 6' TEE FS G 4 1 G G ^ . � p ° 8'x 8"x 6' TEE, 6' GA E 'VALVE G " 45 TAD 8 HYDRANT W � Q p 3 DI FORCEMAIN SEWER BEND • INV. 4.00 Z S— Q 6' CLDI FS 6'x 6"x 6'F TEE, 8'- 90° BEND 150 W O 6' GATE VALVE 8 HYDRANT W 6 J O EXISTING SMH �I S S OE008 RROP. S6 . z � � � o � Z RIM 10.64 I M 10. 0 I 80. 14 53. 06 ►�' Q: co Jz ~ INV. 4.58(20" INV 6.401 0 • o ►- ^� INV. 5.78(60 ) I w 133.20' U 3 OO U N D n w3 U �o MARK A. & ST O s x � I � EVEN P. � w - J 1 p w o ENG U 0 DMH3 -1Q G Q 2 \2 D2 �I v SMH in�� Sa 0�® I C, J 6" GATE V LVE CB 4 S r�1, /o CB 2 W 8"x 8" x ' TEE 1Awe 0- , 8'- 45' ND 8•x 6' DUCER 000 6' CLDI 6' GA VALVE s 3' CLDI • 3 GATE j 6'- 900 BEND, VALVE HYDRANT S H 6' GATE VALVE 8 HYDRANT .. TRS L DMH INV. 8.60 OANG H N � RIM=42.75 � 75'29 & YE I I INV-36.50 % 41. 78 'J TH� NGU ,NV-9.00 MO B / rn A 86,3, RIM=49.25 �INV/37.00 06 — o � 103.08' Q 7. 10' o z G S 6 � ►�� ° CB Q RIM=42.0 w 1 I INV=37.00 CL m SMH C, < = I OF PEABOD Y CITY O I ING GROUND OLDSSOUTH BURP r iI / w I 1 G ►� Ljj PROP. DWELLING 6"°' ' I ; � SITE UTILITY PLAN WATE i N0 . 166 SERV., OFFICE � s 72. L, PROPOSED SUPERMARKET CITY LINE _ _ - _ - - 156. 02 _ _ --.. zl REE PEABODY & SALEM , M ASS. - - - ST NPrepared For Prepared By. 19.49' 60S rn�O Stop & Shop Supermarket Co. EasteLand Survey Assoc., Inc. 98-48 P.O. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 104 :oweH St, Peabody, Mass, 01960 (508) 531-8121 -C 1 SCALE 0 1 0 20 40 80 120 CD , Q y Q r n DA TE V 1 C ,ristopher R. Mello Clayt6f7-A.- Morin JLME 15, 1993 PLS 31317 PE 30969 REVISIONS F 8131 A APRIL 20, 1994 SHEET 5 OF 17 r DETAIL I DETAIL 2 DETAIL 3 DETAIL 4 ENTRY ISLAND INTERIOR ISLAND N.T. S . N. T.S. N. T. S. N. T.S . 7 0 G�O 06 I 0 6 5 O 8 8 4 4 y 7 O7 07 07 O7 4 3 ' t O , 3 70 O5 0 + fi * O6 08 06 08 06 08 + 7 '� 08 , O6 G 06 os 6 07 07 07 07 0 07 O 7 O 71, 6 , 6 NORTH RIVER CANAL GUILFORD TRANSPORTA TION INDUSTRIES MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EXIS77NG TRACK 401.24' 16.oo '20.00.fy ._ �- ✓�, 352.02 2 �' -- 42. 25 187. 75 STORM OFF SEE DETAIL DETENTIO AREA 63 6 CHAIN LINK FENCE I SEE DETAIL SEE ( RETAINING DETAIL 2 O / p 15p,79 J Q I: I +�+ 6' IN LINK W O O 3 FENCE � � q > Z 1 80. 14 ► 53. 06 ^ � Ct i / 133.20' V / Q - o O MARK A. & STEVEN P. I W r 4 p W ENG Y I 3 7 � + O Q � 1 � O � W 1 1 JOE �' MARIA o; S SEE I GEORGE � EE DETAIL 3 DETAIL 2 I , I: :r SEE DETAIL SEE / /} DETAIL 2 / AM � CZ D2 3 ,/ ANG TR► L / 75.29 HD & N r o �0 E i r 2 I 41. 78 I-II NG UY i 2 0 _ AMH PLANTING KEY < 86 3>> 1 . BLOODGOOD LONDON PLANE TREE 2. LITTLE LEAF LINDEN ` 3 SEE 4 3. KWANZAM CHERRY - DETAIL 4 I 103.08' 67. 10" z 4. BRADFORD PEAR � I , I � 5 . DWARF RED WINGED EUcONYMUS t tij• I Q 6. ROCKSPRAY COTONEASTIER 3 ►�`L I �. 7. SEAGREEN JUN I PER (� 4 3 T I I m 8. ARNOLD DWARF FORSYTHIA J I r PROPOSED i GRAS U Q 4 p > MILL � + � O D . t O ' �O Y I o I F 3 4 CI TY OF PEABO ROUND» O o 1 GRASS o �, DE SOUTH BURYING 3 OL o C° mm f; W _ EXISTING 1 Q BUILDING II DWELLING O � I I No 160 I 3 3 I \ � PLAN 4 4 I DWELLIN OFFICE � � SITE LANDSCAPING No.166 RETAINING WALL — — ` j2• 50 PROPOSED SUPERMARKET } CITY LINE — - - - ............ - - — — 156. 0SEET P EAB OD Y . & SALEM , MASS. - - TR Prepared For Prepared By. 19.49os-TONSto & Sho Su ermarket Co. Eastern Land Survey Assoc., Inc. BP P P 96.48 P.O. Box 1942 Christopher R. Mello P.L.S. � Boston, Mass. 02105 /04 Lowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE 1" 40' F y I r.a S Q •r ^'{ a `N 01 M p, O a „ _ (�(� I Q 0 20 40 80 120 Q DA TE .. C ristopher R. Mello Clayton A: Morin 1 . ' JUNE 15, 1993 PLS 31317 PE 30969 W REulsioNs F 8131 A 1 APRIL 20, 1994 z SHEET 6 OF 17 u i NORTH RIVER CANAL l GUILFORD TRA NSP ORTA TION INDUSTRIES MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EXISTING TRACK till401.24' 16.00120.00,11 352.02 2 42. 25 187. 75 d- Ir ' w ° b ° ° E TRANSFORMER ' 150 ' � a (/j LQ od L 4 p 80. 14 53. 06 PC ?. 133.20 v i O f �o MARK A. & STEVEN P. O ,: . . Y ENG W �* p Q `z IW OIL� JOE & MARIA GEORGE ❑.o °o° r + I • •• TRS SAM �5.29H NG 41. 78 TH NGUYEN AMN - 103.08' Q 67. 10' • . . Q _ W I i o — a PROPOSED CLm I MIL I +1 (Al C11 CD Z O Q O OD Y I Cl TY OF PEA GROUND" O ING »OLDS SOUTH BURY . (D o �] i c� Co EXISTING w DWELLING 000 t BUILDING W I No. 160 DWELLING ' � I OFFICE, � � SITE LIGHTING PLAN No. 166. 72.50 PROPOSED SUPERMARKET CITY LINE 156. 02 J _ - I S ET P EAB OD Y & SALEM MASS. • _ — _ _" .. - TR Pre erred B . Prepared F P y 19.49 0S Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. - 98 �g Christopher . . 60 P. Box 1942 Chri R. Mello P L S Boston, Mass. 02105 104 Lowe/I St, Peabody, Mass, 019 1 (508) 531-8121 I SCALE r,, ' ' ' `- N•fir .a All Q , l a C�.iye • ,.,af• f DENOTES PROPOSED LIGHT STANDARD 1 — DENOTES PROPOSED BUILDING LIGHT , . h M O F CD 0 20 40 80 120 j. 1 � t DA TE r JUNE 15, 1993 C, istopher ?. A1ello Clayton A. Morin 1 . ' PLS 31317 PE 30969 W RE/1S/ONS F 8131 A 1. APRIL 20, 1994 SHEET 7 OF 17 NORTH RIVER CANAL GUILFORD TRANSPORTATION INDUSTRIES --=--- MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EXISTING TRACK 401.24' 16.00 •20.00' -�-c�9 — -- --- ---- -�; -- - ---- N----- - - - 352.02 RI-I I �- 42. 25 187. 75 1 I I I I I I I I I III I I IHC HC I HC HC 11�.��11 I NO PARKING o w Q z z • : . X50 � � � � � 1.� 80. 14 53. 06 ~ 4 f 133.20' . � O O > W f--- MARK A. & STEVEN P. O W �J W F f I 0 Y ENG y � � \ , Q - ,� s: � OE �' MARIA GEORGE- 1\1z I w _ L � M 29, NOANG TR A HC HC C HC 'S• NGU l EN 47. 78 AMH T ALL PROPOSED SIGNAGE AND PA IVEMENT MARKINGS SHALL BE IN ACCORDANCE W/TH THE LA TEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC \ CONTROL DEVICES (06.1) _ Q 103.08' z \ 67. 10' \ I , m W \ J \ PROPOSED U to Z p .- - - MILL I z - OF PEABOD Y O I CITY I I BURYING GROUND o --- m soU I I "OLDS , yX ; • , _ - _ Q _ _ ` EXISTING - DWELLING - - F., ( ' I BUILDING 1 No. 160 I OFFICE; , PAVEMENT MARKINGS AND SIGNAG_ • , _ 72.50 t PROPOSED SUPERMARKET No. l66 156 CITY LINE - — _ 'r E G PEABODY Sc SALEM , , MASS. -" - Prepared For Prepared 13 O Q S ON Stop & Shop Supermarket Co. Eastern Lund Survey Assoc., Inca . 19.49 V P.o. Box 1942 Christopher' R. Mello 'P.L.S. 9$•`�8Boston, Mass. 02105 104 Lowell St, Peabody,. Mass, 01960 • I ' (508) 531-8121 SCALE -� - S 40"— c r \ Ch M O J 0 20 40 80 120 � 1 ,r �f r C,,,. {JD f. DA TE - • C sfopher R. Mello C/aytor� •A: Morin JUNE 152 1993 PLS 31317 PE 30969 0` REulsIoNs F .8131 A 1. APRIL 20, 1994. SHEET 8 OF 17 r W W_ G S Z — S,G _j W G.6 I W SMH '� � c.3 _ I _ C2 U rY J + I LIJ 9� MASSACHUSETTS BAY TRANSPORTATION AUTHOR l TY 8� � I Lij 4�- fill 9-6 9•s io. � 401 . 24 i WASTEWATER PUMP STATION S - - - - - -- - - - - _4 _ x05- - - - _ _ - ---- - - -_o_ - -- - _- - _ 9x25 - 9x751 X ` 9x25 0 I L 8 SEDIMENTATION GREASE fUMH2 I/ TRAP FS S TRAP 10 CB 3 _o-� D D ' 0x30 p p p 1 CB I * S _ - - _W- -- - - - - - _ - - - w -- ----- W — w W EIT — T W S EIT � . — — —EIT R — — — IT — — —EIT T- I — — G * — —G c+o — G G FS W i 3 SMH G SMH �� S FS FS FS I r o p • � � w I W ......_.. W W 0 IOx�S ' I Ox75i � \� l 0x25 , IIx10 _ - - - - - — p _...... -- .. _._..._.... - - - W- w , J J - . ct LLI }-- W DMH 3 �` 14 16 1 r+o Q W w z � � 1 — i pLd i �$ ' "IDWU<-/ -- -- ----- -. . .. . CB 2 I TO G S WW _ - W ' r , W W X DETAIL DEVELOPMENT PLAN' �w � RANT r i ,, SMH r I PROPOSED SUPERMARKET TT_ X - ^`---'- P EAB OD Y & SALEM MASS. -. f ` ' Prepared For Pre pared B MATCH LINE — SEE SHEET 10 K p y. W G Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Christopher R. Mello P.L.S S 1 ---------•-----•------- � ��y 12 ,� ' 0x50 - ' / . , ' f� • Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 '� (508) 531-8121 � -74 SCALE tit -m , r / - _ 3�- �_ _.- co z coo raj /I ; �' �`�' CV ' — _ -1 103. 08 DA TE ' Y` .Su�� «, ' W G S r ��' " /' rr ; // cv° ' / C/ TY OF PODY ' JUNE l5, 1993 C rsfopher R. Mello C/aytbn.A.ylorin �METERY PLS 31317 PE 30969 SEE SHEET l 6 REWSIONs F 8131 A L APRIL 20,.1994 7 SHEET 9 OF1 . i 4 :5 l / 12 / Wj W ---------- --------- W 14 X16 W . r A I S z / / 2 /' _.� .. �a _ ._.._......... . .........I RANT Z / 2'4 —9 s MH r MA TCH LINE — SEE SHEET 91— ' — 18 1 / i m o 7- [I0x75 t / / I ," W o '/ / O 0 0.. w ..��..u.0 -- -- t / ~ Y N / 14 -7j11 / 16 (96 18 Um /An tO i / TE) 103. 08 mop :..... --- _ _ _ ---_ __. ._ .._... _ - - - 67. 10 2$ i / / / 39 GRAVESTONES (TYPICAL) SEE SHEET l6 W J �/ j 16-' SMH ' - - _ / 2 looe S / o CITY OF PEA BOD Y " OLDS SOU TH BURYING GROUND G ' 12x55 12X35 2x50 j / / 18 S 16 / I 18 — 0 / 20x0 .........----_.... - D SETA ION NG W LL 4x0 25x0 26x0 ,R 1 " 20 W i DETAIL DEVELOPMENT PLAN k; zS � >m 26 ___ ,- - ---- - ' � � PROPOSED. SUPERMARKET 3� _ T ' P EAB OD Y. & SALEM MASS. 1 x i I O I TY LINE — — J'repared For -E=ared B� Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Chrlstopher R. Mello P.L.S.22 j g• 49 Boston, Mass 02105 l04 Lowell St, Peabody, Mass, 01960 / --- / I HYDRANT (508) 531-8121 S _ 4 , 48 SCALE i ,• 1 9 1 " — 20'GG _ 1,r / W o O —j ?: l It <,' "%'• 1 i Ca ` .F ,, cj W DA 7E (L Ch r topper R. Mello C a on A. Morin a PLS 31317 P 0969 UNE l5, 1193 REVISIONS F 8131 A I. APRIL 20,1994 SHEET J 0 OFI7 , I l .4.r n.fi+.1M-+- sn .-T'J.e -a ,, iI ;> .. . .t'R,+•ie"r:r.•,`.+'R.,�w..+F'n--uac.n. �„Y'.,nM+w'„Z"rt•.e+.,r^. .. _ -_ __•--- . . . _ _rte. �. _ - :. . . . _ I . _ - .. . I 1. . .. . . 1. ; . . . , NORTH RIVER , - . . 1. I s Hr 4.9 • I s-3 TOP OF RIVERBANK ` s . 8- �•9 --- 1 - 9� .. . ----�_ . 11 IA r 8., ;_ I1. . . ��- I WAST EW TER 9.a e r PUMPS T l ON MASSACHUSETTS BAY TRANSPORTATION AU1. y . AUTHOR/ TY n 1. . . 6' HIGH CHAIN LINK FENCE . ._4: 9.5Iq 11 9.93pill . _-- __ -_r-:�EXISTING ACT I VE � - .. RAILROAD -TRACK 9•/ B 9 ._,___._..-..__..----___.-..._-.--.-,- s-,� - -,F- ��I- : 6. 00 201. 1. -- -- - 42.25 187. 75 r .. i� >LU _f -. - 1. - _ _ _ _ _ -- - x -x X x a, ,+ GREASE , Fs i� GUILFORD TRANSPORTATION T/ON /NDUSTR/ES - .99 - , s TRAP 352. 02 2/� ,,- �. k , p p - - 8 �-K -V _ 8 - r._--- I ,�,...�,_..-,. i' _ y D 9 1d D , Fs CC3ETE BOX - - COMP ENSATO�Y : D - I ,. i U DMH I sx5o - - - - g - - - STO E - , . -HEA WIALL �- , w . I L \ '*�k - , - . .I 2 D I DRAIN . . A , - - , - - - - _ 9D,-- - w i �- W 9 - _ W - _ _ _ _ _ P _ _� - - - - - - INV. 6.20 -� - - _._ .. - -- --EI T1. - _ - _- ----., I 11 -EIT -- - - - -- Elft - EIT SEE DET;A I L ON SHT. 14 6.90 7:06 - INV �/ �'% ...-- 1 - '- IIx83 - - xIIo G - G __ _ - - - - - -- . - - STORM RI UNOFF i aoxo _ _ ... + '-t4, I � _ _ J•_ - _ - - - _ _ - . J - - ROOF DRAIN I \ , - - - - ; , -- - ON A - 1. . 11. _� - _ - _- _ _ -� -- - , ' - Xao - nnY 3a - - - _ - TRANS. •, ► _ --•--- / � /, _9 _ _ o , - � �. - _ I r a �----- \ - ;+�; , PAD ,z 1 ,�/ _- o - - - _ - _ _ _ - - , - ; , - /- - - r / _- .- i r i ^� �i^ r - ,. - - - i - - . IL L IL / / _ ' - - 1 \ I I -- - - A I_ ;� \1� / i r i .. --.-. - _ _ �\ _ -- - - - �I ✓ / �/ / J i 9- / '40-�•� - I I - .� f I. I - / / /- - - {yam --- `-- - _� - - ( O I -Z I - - - I / - 11 / _ ' �- - _ 1 . -- , ,. _ - .. ... .._ 8x33 / / � ' � � / �� - _ - -� f 11 . / - -1f i / - - ^+� - - i l I / i _ _.... - A 1 1 _ - , \ ; / 80. 53. 06 p, 11 I • h - + 1, I / 1 . 20 11 ; , ,! ,� / __ .__...._ 8x33 / , /i - / / / 11 /33 ' - GUL \ R� ' 1. _ _ _ _ r a ... - -� _ - PP b ' - ` i - R `. . - , ; ,.: - - - COMPACTOR " ' - � ,g�/ / ,'., ' / ' / - _ ` \ \ \ - / , ,/ / , .i I - . . - � / / / / - / I • \ _ J / / / , , - ,, �. - _ _ - w I / , ,, �/ M,4RK A .- & STEVEN P. ENG j : 110, I r - I` Z Q C \ ` 1 1 • - ( - � -' .G1. / , / O _ y , I l / I - 1 /, , \ \, \ t, }'' I / ' , I� I I 1 I W --- -- 1 , 1 J i / I / ' I OF Z co I 1 / + . . -r -7 1 Q (O , \ \\ \ / GRASS SWALE , I I I I , . . t I I / w (1 '; `I ; \ �, O 1. SEE_ DETAIL ON ' ! i i i , l 87 - LV , IL I / �.. 1 \ ,_ I SHEET 13 i + I r I / l I •g7 _ - - _ . • - - - . W 1 - 1 W I o {, _ ' ' ,, I , , Y - t CONCRETE PA , i i ' ' `�' ~-� _ - - / l/ 1 \ , W (TYPICAL) I I I I / -- --- - - - -� - I I / , 1 , cj� I, '. 1. ♦ I I I 1 I I -- - - -- - - _-- _ - - � e I 1 t \ �� .y I I I I I I I I _ - _- __- _ - _ - - - (�- ---- •-J . , 1 w x -. \ - .._ I , ll . . 11 - i `\ , O 8x33 - 1 • I _- - _ _ _ _ - - - �'T� / - - `T 10 \ \ k � -1 1 1 1 I I ! I ?1 �- __- - Z- - - - . . . 1 I - - .I' t , 1 (� �� t 1 I I , 20 - - C / I _ - i ., ' N � :� 1 + O W - 1 I �\ �. - - �� \ , , 1 xI ' _ - ", _ - _ -- -- - - - -- - -- - _ 1 _Zt I v I / � 1 1 ' 1 + J .. Q I 11 I I i I V - _ __ -b-- -- - • ,- •- 1 w l' t , I l w e Q� ./ - -' ' ► ' I I 1 I I I I , I - _ - � %-- - - --- --- - - - _�---- % \z 1 �' I I - - - _----- -- - - - - - - - -- - - -- - - - ----� W ..� I 1 I t I r' `� �] - ' t rt ' I O Q I I , f _ -< \ ` 1 4 -1 11 ( I I I i I - - - - - -- - J - -- 1. 1 1 --� I I 30 I - , _ _ _ _ 6 �� _-- - - - -- amp . a - -- - - . i . \ •1 _ f t , \ I � .- i I 8x33 / - 0 - _ - ' I I ; , I OE MAR A _ - ET -- _ - ' / - _� \ _ I \\ \ \\ �o 1 x I 1 I I -- _ THIRTY L VER STRE _ _ � SI . - \� I I � I RGE - - -- -- ",- / ! 7� �� 1"� i �I` a l \ I �_� -- ---- - _ _ _ - - _ I I 40 1- � - --- - - - - - - - - - I i . / I � �--.-- - -- - - - - - - - _ - - -- _ , I I _ / I \ I � - - - - - __ -- - - - - - -- "� I i I I I I DIMINICJtiI TRUST { I / � I � ' - _ _ _ - - -may- / I I + , I 1 ► CON I _ - _ - l / _ - _ .` % I p/ I _ r ! I + I / ---- -----, -- - - I - - _ _ - _ -_ _BOLLAR9� ,\\,I,,. / I I q,'� I I I I - A L" II / t \ - _ -- - - - --- -(Itp �I� . _ / / I ! l 1 1 �' ! I 1, � - _ I �lY . I I / - - / . - _ _- \ 119 1 / 1 11 \_ _ _� 1 - - - - - w I _ . ......._ 30 � �/2 ,' /,, , AIL DEVELOPMENT PLAN ' : - _- - - ` ' 1\ 8x33 � cP - , _ - / / 1 - _ - -.= - , PROPOS I I --� - o� _ - - _-. _ _ _ - , . / ) ED SUPERMARKET I 1 I - - - / _41. I - . . . __ - . _ - - - - _ - . - EABODY 8c SALEM MAS . - / - M S• - - - - P / p ,.y�/..,,, - _ __ - - - OpNS TRI LA I / 6 / - - - = _ - - - - 29" H Prepared For Prepared By: / I • 'k � I - 1 --� ; . - - - w - --_ Stop & Shop Supermarket Co. Eastern Lalnd Survey Assoc., Inc. '. - --- -- ,, , i ;- IM llo P.L.S. _ \ - - � A H r NGUYEN P O Box 1 2 Christopher- R Me 0 0196 -ltl I _ -- T, - %= '> r fix_ _-- Boston, Mass. 2105 104 towel/ St Peabody Mass 0 I "IW . - \ _ \ 78 A 508) 531-8121 I- , 11, . r I \ I i ;-.......-....:.__.. DMH /i / / / I N Ir. - \, _- ---- -.-----` K FLAED END BENS M B I T I A DRE / SCALE 1 RIM=4 /`7i . \ - �. / B� INV = 8.60 � , d t, , � � l � , --_ - -- � � • .- ,. ,.. -,• / - 20 -,_,_.,,_�f.,�^ ., .,www . M1. - i li - - - ,INS✓ P.0 rn GUY t r 1 ; ,, , - - - I- � SCI P r :, 11 y I .-. • - - .../ i - X I ' L. I ' r \ I 6 ''; C1-1 k- / _.- ,1 1 ( I , 1 , I' 1 . 11 L • � 1 67. l0 - \ DATE _ , f \ �' ,/ / 1 I ;ll � A� Ijl- ---...,,,,„,�,--._ --•-- / I , \ I ' 223. 31 ; / � i .. ,� hn to her.R. ::Mello Cla on A. Mo . - - ,1. ._ . JUNE 151993 ; . \ -' , 1 P 0 : - - , \ E 3 969 rin • C sPLS 313 7 • SE SH,EE7 6 - REVISIONS 8131 A : . . . Cl TY. OF PEABODY . „ .._ .-__-__ . I; , _ z y( RIL 20,1994 H T 11 0 AP SEE F I7 __ . i . . . . .. I . - - . - - -- - J r.- I -__. L _ 4 DETAIL. TYPICAL TRENCH SECTION DETAIL SEWER MANHOLE no scale PROPOSED FIRE HYDRANT nno scale o scale 24" DIAM. IMANHOLE FRAME AND COVER DARLING B62B OR EQUAL Full Mortar Bed APPROVED COMPACTED r Pumper Connection to Face Roadway ,- 2 to 5 Courses Leveling Brick BACKFILL a9 9" 2'—O" MIN. PRfECAST CONCRETE CONE MIN OD/2 Standard C.I. Road Box and Cover DDD D D " D D D 4 — 0 1" CRUSHED D D p p e-%, 6" MINIMUM PRECAST CONCRETE WALL SECTION STONE 8" x 6" C.L.D.I. TEE ( All Joints and Penetrations j to be made fully Watertight) 6" Gate Valve INLET CONCRETE THRUST BLOCK 5" MIN o 0 0 o OUTLET TIE RODS o 5" MIN PRECAST CONCRETE BASE 12" Square By 4" Thick Stone or Concrete Base MORE 6" Crushed Stone BRICK INVERT CONCRETE THRUST BLOCK , J 1\1 \. \• DETAIL GREASE TRAP HORIZONTAL BEND TEE 8000 GALLON CAPAC 1 TY UNDISTURBED BEARING AREA MATERIAL .A ,.�, , i PLAN VIEW ' BELL OF P I PE CI. PLUG OR FITTING v 1 + = I SEWER MANHIOLE FRAME I SHORT PIECE OF PIPE & COVER /, SET TO FINISIH GRADE - o REDUCER PLUG o TABLE OF BEARING AREAS PIPE FITTING AREA-SF. I i DIA. TEE 90' 45' /22' 6" 5 7 4 - - - - - - - - - - - - - - - - - -J 8" 6 8 5 �— i 17'0" i i TYP I CAL THRUST BLOCK DETAILS 24" DIA. ��FRAME MANHOLESEWER RATE �� F!N I SHED GRADE ,,, ,,,, ,�,� ; �Y�� UTILITY DETAILS (BOLTED & GASKETED) FULL MORTAR BED yL GRAVEL BACKFILL ADJUST TO FINISH GRADE PROPOSED SUPERMARKET WITH CONCRETE RING SECTION AND/OR 3-5 COURSES OF LEVELING BRICK, PEABODY & SALEM , MASS . " Prepared For Prepared By. INLET 3 �--OUTLET Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. 1 -s P.O. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 — M 1(508) 531-8121 3v-7" w SCALE AS NOTED 8u: W, ♦- r 1 -. iiilll �.'` pr DA TE v Christopher R. Mello' layton'AMorin CROSS SECTION VIEW JUNE 15, 1993 PLS 31317 PE 30969 REWSIONS IF 8131 A 1. APRIL 20, 1994 SHEET 12 OF 17 i PROTECTIVE BOLLARD TYPICAL PAVEMENT N.T.S. SECTION 6' STD. PIPE FILLED SOLID N.T.S. WITH CONCRETE, ROUNDED TOP o AS SHOWN. PITCH AS SHOWN ON 1%2 " TYPE I- I GRADING PLAN ( 1% MIN. ) BIT. CONE. TOP COURSE Ilr `FINISH GRADE '3 I II SII I Ifl III) I I Illlllflll III IIIII�1 1111111 IIII / CONC. . BASE COURSE TYPE I - I #,.,3. @ 12' OC. HOOPS 2' COMPACTED GRAVEL BASE AND 4. #4 VERT. I NO STONE GREATER THAN 3' eat I y� �� , �r'. u ,, ,� r ALL CONCRETE 2500 P.S.I. ,, L, - c Q d- 1 SEE SITE, PARKING 8 BUILDING PLANS FOR LOCATION. COMPACTED APPROVED SUBBASE f • -J �I r2 ' DIA. MIN. TYPICAL SWALE SECTION ti N.T.S. i. (D VAR IES _ 4' MINIMUM VARIES TYPICAL HANDICAP RAMP Y ~0 196 SLOPE MIN. 1% SLOPE MIN. N.T.S. 3'-0' MIN. 1111111 ► J J Gj e• , , 6' MIN. ZCLJRB:T:F:tNSITION -0' ��3'-6'"1�— -0• —' EDGE OF PARKING AREA Co ' W A 1 �2 ' TYPE I-II PARK I NG LOT �_ VAR I E DENSE TOP 8 1 COMPACTED GRAVEL BIT. CONC. BASIE, NO STONE \I 12� I SLOPE OR LESS PAVING COMPACTED GREATER THAN 3".APPROVED SECTION A - A _ SUBGRADE TYPICAL PRECAST CONCRETE CURB N.T.S. 24' DEEP PRECAST CONCRETE CURB 1 /4'CHAMFER 4000 PS.I. MIN. STRENGTH 6' -0' STANDARD LENGTH FINISH GRADE 6•+ 3/4' RADIUS B I TUM I NOUS CONCRETE 2 #3 BARSJA w PAVEMENT , TOP COURSE • B I NDER COURSE z GRAVEL BASE ? o occ (D m o�c 41 UNDISTURBED OR COMPACTED SUBGRADE DETAILS PROPOSED SUPERMARKET P EAB OD Y & SAL,EM , MASS. Prepared For Prepared By. Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.0. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE AS NOTED DA TE Vristopher R. Mello Clayton'A. Morin JUNE l5, 1993PLS 31317 PE 30969 REWSIONS F 8131 A /.APRIL 20, 1994 SHEET 13 OF 17 — e' } PROFILE PROFILE k: DRAIN FROM NORTH RIVER TO CB 4 DMH 2 TO CB 3 DMH 3 TO CB 2 E i, 20.00 20.00 20.00 I: tnto O r� rn co V 00 �(D ON ND O� N N M ON cr O(D N M PROPOSED SURFACE 0 o M rn co of m U M m —z PROP SED -- 'r EXISTING SURFACE _ o cr? _ _ U o cr~ SURF CE PROPOSED O o of - -- o Z SURFACE Q 10.00 _ _ _ — — 10.00 �' - - - - - - - - - - -- - - - - - - - - - - - -- - - -- - - - - - - , Q 10.00 W J 1DI__ W 12'41 DI 2-:1 DI 12 -� DRAIN i� DRA►I N S= I 'x4' CONCRETE BOX CULVERT S= 0.001 DRAINS �r 0.012 I 'x 4' CONCRETE BOX CULVERT S= 0.0023 0 S= p•�6 I 1 S= 0.008 i — I ' MIN. A m " o Q (TYP.) °"FORCE MAIN o — �' co WATER MAIN SEWER - (5' MIN. COVER) , t z BASE = 0.00 °D BASE = 0.00 BASE = 0.00 STATION 0+0 0+48 3+ 10 3+60 5+25 5+75 STATION 0+0 0+50 STAT/ON 0+0 0+50 i i F. t PROFILE POND OUTLET TO DMH 1 20.00 tf)M ti M J N Cl � 3 � Q ' Z PROPOSED SURFACE L . 10.00 - Q t� 4 12' DI DRAIN S= 0.003 i1 BASE = 0.00 STA TION 0+0 2+60 DRAINAGE PROFILES PROPOSED SUPERMARKET PEABODY & SALEM , MASS. Prepared For Prepared By. Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.0. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE 1" = 40' HORIZONTAL •*` "A . 1" = 4' VERTICAL 0 20 40 80 120 VVV L DA TE °` 7�w Christopher R. Mello Clayton A.'Morin JUNE 15, 1993 PLS 31317 PE 30969 RE/lSIONS F 8131 A I. APRIL 20, 1994 SHEET 14 OF 17 _ 30' DIAM. BOLTED $ GASKETED MANHOLE : FINISH GR FRAME $ COVER PLAN FULL MORTAR BIED BR I CK LEVELERQ0�"141 z (2-5 COURSES) O . W U Op / W WM N o ►low,0. ELECTRICAL SANITARY CONDUIT MANHOLE STEPS 3, DI WASTE @ 10 0 00 FORCEMA I N PIOw,0 f t , O H •', 4, 'O. J CV J BITUMINASTIC JOINT 7 7 Z � • i • 3' DI FORCEMAIN CHECK VALVE� 6• PVC INLET SEWER FLOAT SWITCH (TYPICAL) z 15" , c? r ' INV. EL. ' HIGHWATER ALARM YDETA I LS PUMP OFF EL. W °� PUMP ON EL. PROPOSED WASTEWATER mPUMP PUMP STATION 5 (NO SCALE) 1 ' n SECTION PROFILE PROPOSED SEWER 20.00 Uj � W t N Z o RE o K) Wastewater Pump Station De t a i I s W EXISTING SURFACE s PROPOSED BUILDING and Sewer Profile Cn o ad z SLAB ELEv= 12.50 PROPOSED SUPERMARKET = CL PROPOSED SURFACE -. Z _ P EAB OD Y & SALEM , MASS. 0 10. 0 �- ---------------_�`_ Q - - ---_ _ Prepared For Prepared By: LLJ -- -"- - --- -- Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. FORCEMA I N PROPOSED PROPOSED P.0. Box 1942 Christopher R. Mello P.L.S. a INV. 6.86 BOX CULVERT BOX CULVERT Boston, Moss. 02105 1O4 Lowell St, Peabody, Mass, 01960 VERIFY BOTTOM OF (508) 531-8121 6 CLDI SEWER STRUCTURE ELEV. L S= 0.008 0 ' pS35 SCALE I � MIN. V� EWER 1" 40' HORIZONTAL ! - . 3" DI FORCEMAIN SEWER I 1 = 4 VERTICAL , cv co CD co I ( GREASE cD o d' — ? to Not To Scale I—-j TRAP z 0 20 40 80 120 BASE 0.00 STA T10N 0+00 0+76 4+0 4+48 DA TE X4iChristopher R. Mello Clayfon Morin � JUNE l5, 1993 PLS 31317 PE 30969 REI/ls�oNs F 8131 A I. APRIL 20, 1994 SHEET 15 OF 17 i I -- /0 20 24 - - - - PROPOSED-- _ -- SUP-ERM-ARKET---- -71 IN 30� 20 —30 T 1 �i��/ DMH �f IN . . 60 C6' / SEE SHEET 41 ' i�� / ( / _FLARED END ,25 / INV. 8.60 RIM2. INV. 3C.510 \ LQ I IW 9.0(0 �r 6 CLF / l 223.21 1 1 mit f 1^' _' 1 •F 1L 1 L f R 32 +---- --- — 0i A T1 CK C M�40.25 ,I 12 RCP - C) , CB - oo GARAGE \ / SPA\CE R 00 p RIM- 42 -,'37- N INV =37.00 (10 b 68i - ------ I n I O 34 _ I h m ► I D Z cn IG1 __----------- CONCRETEi C I IO ccO / New Retaining W � � 1 1 I ----•—1 lI I SILO I PARCEG EXISTING I I I I SPA BUILDING I DWELLING No 160 2 UNI TS 1 — � < 1 DWELLING OFFICE ' X2,5 NO. 166 I z q UNI TS _ ) 156.02 _ I 11 _I ; - ---- DETAIL DEVELOPMENT PLAN CONC. WALK — � -- --- PROPOSED SUPERMARKET ST BEET PEABODY & SALEM , MASS . B y. BOSTON Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.0. Box 1942 Christopher R. Mello P.L.S. Boston, Mass 02105 lo4 Lowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE 1~ 20' E ` aa• -Y 7 , DATE ffopher JUNE l5, 1993 Mello Clayton A. Morin 7 PE 30969 - REWSIONS F 8131 A I. APRIL 20, 1994 SHEET 16 OF 17 I 1 l i S MOM MON. ,1E5 GRAN• ,S 10 V�.�NIGN <S P_ x 2 GUILFORD TRANSPORTATION INDUSTRIES CENTERLINE OF LOCA 77ON REMAINING TRACK S 70-12-54 E S 70712-54 F -------- - -- - - —- 20.00 20.0 S 70-12-54 E 42.75 187.75 d 401.24' 16.On' t -53 I rn S - 2 67 � 3 4 9 352 3 .02 — 7 E s3 N g'6 00 N PARCEL R 2 N s, .31 - A c. Q o .FO W F k? 30' N z -56_23 W Q Z '11:0 � N 87 � W � � Q WSJ 4 O � 80.1 53.06 ^� 3 N 69-16-59 cQ 16 59 W V o �C I— Cb C W PARCEL P PARC L S ° J +E � ,� N o SIL VER S W 3 MARK A. & STEVEN P. CO STREET .82± Ac, t 2.68- Ac. M � ^ t CO ENG w Q ti M v o I M � I 3: W Z N JOE & MAR/A o w t BEAVER S T -� o REE T U, o 0 I Q OI M V o 75.29 (, TRj LA �-- 4 :zm z o 41.78 3_45-50 W HORN & U)o 8 t N 8 THI OVEN p F 1.1/ 1 `� AMH S co N 76-20-2 O 2 �ps� 103.08' I 67. 70' W � LL . ly N 70-45-39 O ¢ I LL N 67-17-47 W N 7-36-19 W 223.31 Q 6 q —° — W m 0) PARCEL J c 0 � o O .75± Ac. - 7--i CITY OF PEABODY o Z SOUTH BURYING GROUND" t o "OLOE SO BURCD , O o W I cn 1 72.50 ONE I 1 -40 W ST - BOUND N 156.02 N 7g-02 P— S 12 HOLE IG N 78_01_I 7 w PROPERTY PLAN g° DR CURB E E T 3/ EERY �N _ _ — — — — P—S >> T 19.49' CEM — GRAN. MONUMENT S — ---- — — —� 5' HIGH 16"x16"x5• 98.48 Bos —� ON N 76-32- 9 WBLE IWO�� PEABODY & SALEM , MASS . -37-22 W I (PUBLIC _ VARlA N 84 Prepared For Prepared By. 1 Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 ( S O '5083 -8121 YoU ) Q ) 1NCOUNTY �At SCALE M P` _H If 1985 1 = 40' RIAL A - V 1 0 20 40 80 12Vto DA TE ' . Mello Clayton A. Morin ✓ JUNE 15, 1993 PLS 31317 REVISIONS F 8131 A 1. APRIL 20, 1994 SHEET 17 OF 17 i i i i 170 :• Su•er I Stop •• t k 771 Vanasse Hangen Brustlin, Inc. ('onsulting higinccrs and PLtnners IUI Walnut St.,Watertown, MA 021-2 I I fC I '4 i I 4 r r-v f5X(`�Tll�ci ��> Tri ( 3 �� l Pte' R�v�yt�D �� , 1�� ,"'��✓r��__ r_-�' 711 ISI 4',Z, eF TF I roposcd Super Stop Shop X � r >~XhTI k)? N" 1_4A�-1 — 11 x I Mlti�,_ � I i G ,. -i � � �} �C� H IGS"t-t Cc N G. P��-mac" � ��f\; �' �j � ��► ---� (�I Nt=`> ------___ _.112 ,2— J iL°,i t �a 'r3' - 14,,Mt-t Tit NG u YF N u J M I L � x I - ' � u G I NO. REVISION DATE APPVD. DEW 1:R� CHECKED BY APPROVED BY SCALE I 1 r = �G� r DATE r PROJECT TITLE �`! 4 -t-tF_>`rINL`r t'UiJused Supc i. Stun & Shop 1'eal)ud\ and Salcm r I ( 3 CpNr�ow 4 ISSUED FOR 7 Board .Zcv tc �N �---� r,,5, H ICit 5LP�G� COLOf� CtV-4 N LINK r�I�GC � � DRAWING TITLE i Landscape 1'(an LAW�_lr . G IT`1' L1N� eT DRAWING NO. X13 30 0 30 60 . SHEET of SCALE IN FEET ' 2 JOB No. 365+ �2Ao I I ' Applied Image,Inc. - { A Locus YFM�eRbt. P8 LOCUS MAP N/F BENSOL REALTY TRUST , :5PERsroP & sHoP STOP?Y SU/LD/NG AREA OF A PORTION OF LOCUS IS WITHIN THE PLANNED 223.31' ALTERATION UNIT DEVELOPMENT (PUD) ADOPTED BY THE W CITY OF SALEM ON MARCH 23, 1995. oma' THE EXISTING EASEMENTS DEPICTED ON PLAN 1 —_LU_ BOOK 323 PLAN 1 ARE NOT SHOWN ON a ` THIS PLAN. v 1 _ WOODWORKING MILL CITY OF PEABOD Y � PROPOSED NSF GUY M. PARKING DISCIPIO SPACES 0 'Olde South :° \ . 10 Burying Ground i / ---- WAREHOUSE / / / \ i DWELLING DWELLING ` No. 166 No. 160 ` 1 OFFICE No. 164 i 156.02 72.50' ALTERATION PLAN OF PLANNED UNIT DEVELOPMENT BOSTON STREET cocATED iN SALEM , MASS .. PREPARED BY EASTERN LAND SURVEY ASSOCIATES, INC. CHRISTOPHER R. MELL 0, PLS 104 LOWELL ST. PEABODY, MA. 01960 � ` . (978) 531-8121 SCALE: 1 " = 20' AUGUST 20, 2001 ' r"a R Sr PREPARED FOR o. 1 17�'� JOHN C . JEFFER S 0 10 20 40 60 80 Al 13 F 6091 , GRANIT MON Ty � RESERVED FOR REGISTRY USE ONLY S 75'4714" 41.99'(S) 41.48' R % IRON PIPE (FOUND & HELD) a • `� WAY _ 127.50" 1' , S 80'25'00" E APPROVAL NOT REQUIRED UNDER W BENSOL REALTY o THE SUBDIVISION CONTROL LAW TRUST CITY OF SALEM PLANNING BOARD �Z N/F BENSOL REALTY cn TRUST N rrn a S 79'08"15 E 68.21" . ' LOT A — _ + (NOT A BUILDABLE LOT) F (SALEM) 39,628± S. . �,CO , DATE: 6,856± S.F.(PEABODY) W 46,484± S.F.(TOTAL) a CONCRETE BOUND n I (FOUND & HELD) _ S 782311" E N 67.32,10„ W _ S 78'23''11` E 1 7.12" 102.50' k 48.26' DRILLHOLE 55.,38' (FOUND & HELD) / j �l 1 6706' LOT 2A N 6732.10- —'� `* "'(NOT A BUILDABLE LOT) NOTES �-� W r J' S 70-45-39' E �%� = CA rn N/F 159.15' 0 i 2,055± S.F. NN 1) THE PROPERTY LINES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD 61.90' `� N BENJAMIN A. & SURVEY CONDUCTED BETWEEN SEPTEMBER 16, 1997 AND DECEMBER 17, 1997 AND FROM PLANS AND DEEDS OF RECORD. 1 —� , " I ALVINA DREBIT 2 THE PURPOSE OF THIS PLAN IS TO DIVIDE & CONSOLIDATE LANDS SHOWN AS LOT C S 70-4539- 0 45 39 E ON A PLAN ENTITLED "PLAIN OF LAND OWNED BY HAROLD S. & J. DONALD ,:� � M 6.11" � cn JEFFERS- OCT. 1953 (PLAN 1004 OF 1953), PARCEL B AS SHOWN ON A PLAN o o 0+ ENTITLED "LAND OF THE A.F. CLARK LUMBER COMPANY, SALEM AND PEABODY, :° '� N^ j N MASS. DATED MAY 1928 (PLAN BOOK 54, PLAN 27) AND LAND SHOWN ON A PLAN Q' � C ENTITLED "PLAN OF LAND OF ALICE F. HIGGINS' DATED JULY 1909 BK.1975, PG.430 LOT 1 LOT 2B ' "PLAN OF LAND OF ALICE F. HIGGINS" DATED JULY 1909 (B.1975, P.4303 CITY OF PEABODY W 23;220± S.F. 9,543± S.F. z 3) LOT A IS TO BE COMBINED VATH ADJOINING LAND OF TRUSTEES OF BENSOL REALTY "OLDE SOUTH BURYING GROUND" TRUST. 4) LOT 2B IS TO BE COMBINED WITH LOT 1, LAND OF JOHN C. JEFFERS. "' v' cn 5 LOT 2A IS TO BE RETAINED BY TRUSTEES OF BENSOL REALTY TRUST. Z 6) LOTS A, 1, 2A AND 2B ARE WITHIN THE PLANNED UNIT DEVELOPMENT (PUD) ADOPTED BY SALEM ON MARCH 23 1995. THE CITY OF S , - N 1 N rn ��w `�°, nom+ � . PEABODY GRANITE MONUMENT _ 16 x16 x5.5 HIGH 1 S - N 79'02'40" W 72.50" N 78'01'17" W 156.02" ,. BOSTON ( )S T PLAN OF LAND Pub/ic — l/a�iab/e Width . - IN CERTIFICATIONSAL"w HEREBY CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS. PREPARED FOR: STOP & SHOP SUPERMARKET CO. PREPARED BY: Vanasse Hangen Brustlin; Inc. Consulting Engineers & Planners 30 0 30 60 101 Walnut Street DATE PROFESSIONAL LAND SURVEYOR Watertown, MA 02172 617/924-1770 SCALE IN FEET SCALE: 1 inch = 30 feet DATE: JANUARY 5, 1998 3834ANR.DWG a WALNUT ST BENCHMARK a BENCHMARK 0 Chisel cut on UJ 0 AUGUST I NE J. MERL I NA, PK Nail Set Bridge abutment a � TRUSTEE In railroad I I e ELEV. 10.59 ELEV. 9.43 o SOUTH ESSEX SEWERAGE DISTRICT a J � LU ---- _ - _ NUMENt _�,-_ SS 0 MON. M W TOP of NORTH R l VER CANAL ��E GRAN' LAND UNDER WATE BODY. TOP OF CD ,BANK--I Resource Area) LAND UNDER WATER BODY p,5 10X 2, HiGN (Re Area) BANK (Resource Area) SMH _ TOP OF RI VERBANK (.Resource Area..) $ x8 GUILFORD TRANSPQR A N JN U TRIES 9� 10.34 -s��a �•� �� /, S.V �� / �� 2.94 % - --- - - ---- -- --- - --- - -- ----- - - - - - ---- ---- -- - - - - - - - - - - - - - - - - - -- - - - - - - - -- -_ _ - - - - - --- - - - _ ------- - - - - -- - - - - --------- --- - ----- -------- - - -- -- WSSA CHUSEJJ-S_- - --BAY - - - --TRANSP_OL -AIVI� --�Z1 Rl TY _ - - -_ _ - ---- - --- -- - -- -- - - - -_ _ - = - -- - - -- --- - - _ _ I l TfZACfC - - ---- -- -- S,z4'12 € 401.24' GUrs t1. �- ' :�.� ,-g 16.00' ?i .Z 1 S 70 /2 54 E g9 q z -- ° ' -- 42. 25 187. 75 ? 10 ° .o-- - 2o.coo - __ �, _ -� 8 . „ E _. --,r,\ - - CBSN. 3 S70'12'S4"E POLE , p $.p 1 ° s' - - - - -- - - 352. 02 2 I q�3 r� , - -_ -rn -- -- • RIM 9.92 .° 10 PAVED DRIVEWAY IS6,7 �' -_- - --__-- - - -- - G 0 4937E s� AREA II - - - - - - - -- - -- - -- - --- _ o °56 /- - _-_- - - - - - - N 12' �RE-A-1----- 9 Z _ 6_' _ _ -- -- -- - -- - - -- - - N 06 �-�i - - -_ "� _ -- - -20 fr�- . J U: o QAND NIDI - zt - - - ' -- -- _ - _ _ _- _ - - _ _ _ C:� O = I pIRT R� -- -- , . _ - - ' - - - - ,�g�_ -30 SMH _ q.3 _ _ _ - LIMIT OF BUFFER ZONE / -- - 4 CBSN. ( 100' FR�M BANK) - - ' - 150 SMH � __._-__.. _.., ..._.__--_ _. � � ..�`' � ,, �' - - _ = - - - - - ' _ � � 4.58 9.41----- _ _-_� .- ,.� _.� - - _ - - - - - - - ' - 6.01 - , _-.�._ - _ _._. 1 1 ABANDONED RAIL S1Q - '' e' ' ' ' - ,/, .NBA � � � � W 0 J O �, BORDERING LAND > , / r % /,3,3. 24 g.._ 53. �•� ,��' O _ `� ROOF ONLY SUBJECT TO FL40DING - - ' co ' - / '` \Q5 _�,\\\\ SHED' _ _ _ - - - - -ELEV-. 41- (FEMA N69*1659"W CONCRETE _ g _ - V , (FEMA FIRM 25010 SAW MILL ��,� _ _ , - _.___ - ' AUGUST 5, 1985) , , W FLOOR �` ,��`, - ,', �, ,�o• , °� i (6 W ,� _ , , , ' , , , , ,� � MARK A. & STEVEN P. STREET - RAMP �� $ ;, , , � � ENG �c Z i �� ```\ AREA X BENCHMARK I-- - \ 1 / �3 �� PAVED DRaVEWAY 1',�i', ° 1 r i I i I rl( Rim SMH B i \ , J o , �� _ _ ' ; I ,► i w ,� R W W r ' ' I ` ELEV. I I .80 BORDERING 41,�,ND ,f- �� -�� / ' �',��'; SHED I I W S - - SUBJECT T FLOODING it i` �. ' , r r , � ( INV. 4.97) ELEV. 12 /E 0/ - w SHED ' � p !� - ' ' ��' � � rr rl ' i i ' °d 1 co ��,\ (FEMA FAj IRM I it O 250099 z311- - : _- - - - -- cn W MAY15 198I�) _ _=___ ---_ - - _ I I IIIA ' ,' , i /� - � � �__-- � `\\\ `'` ' + l r I ' , X111 o CONCRETE I ' `r - = '_- - - _ :ti°' �I,� % r ' I BE V SHED _ - -__ -- - ,' , E�, S LL PAVED) __ _ _ - ,�d,. _ _ _- , , , , , TREET < °�o�� I PAVEMENT SMH g { _\ _ - - AREA r ' � 1� 13. 12 J w `i GUY WIRE MILL - N 76'20`_- _ 75.2gLAM , 5.55 - - - - - _ - A BUILDING �, - - WAREHOUSE /3,\ _ A J B C D E F G HI W ' W G S i zl NORTH RIVER CANAL — 1 ( LAND UNDER WATER BODY) ._.J ( UJ sr TOP OF BANK IS LIMIT w SMH OF RESOURCE AREA � W 9.4 MASSACHU ETTS BAY TRANS ORTAT l ON AUTHOR/ TY i 1 'f? 9 9•� 9-C 9-s 401 . 24 Proposed Sill Barrier (See Detail) 1 WASTEWATER PUMP STATION 0x05 Es x25 x75 ` 9 25 GREASE - \�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DMH 2 FS S TRAP 10 CB 3 D D D D D � S 0 30 CB I S - - -W - - - - - - - - W - -- W — W — 1 W E/T —E/T — — E/T — — — /T — — --E/T WS U T — — — — — — — — — — — — — — — — — f — — - . \ - - G _ _ _ G G —L it FS W 9x90 W I 1 1 SMH G SMH - S FS FS — LIMIT OF R ZONE /p y W I ( 10 FROM BA j' - W ` DETAIL ' I ` EROSION CONTROL SILTATION FENCE S I I � • WI $ I ,_ 2°x.2'x4'-6" WOODEN POSTS W ;$ AT 81.0" (MAX.) O.C. ry IOx25 IOx75 I I 1 2 i ) MIRAFI no. 100) SEDIMENT V 1 G �, _ _ - BORDERING LAND. SUBJ CT� _ - - - - - - - - - TO FLOODING ELEV�.._12 • CONTROL. FABRIC 0 N I W 1— � I I x10 D ( _. _ z Qx ,. a (FEMA-FIRM 250099 FLOW- DIRECTION -MAY 15, 1980) W c� S - J i I j J 1 EXIST. GROUND W I W > DMH 3 �,' 14 16 �;;,.' 1 x W W W z - H I 0 CB 4 - r j Q 0 � � w � _ �,, ' CB 2 I O ' I -- _. _ . ._.. 2 a. Z I a co iTm ' I W� UNDISTURBED SUESGFADE IG S Cd c� 1 ,LZ :JI 111111 Uj gx - i `ww W U m S v 1 LJJ wx l i oR,a,�IT DETAIL DEVELOPMENT PLAN. M W , SMH PROPOSED SUPERMARKET - - - �----- - -- -- '- - -,---- -' ---- PEABODY & SALEM M ASS W I MA TCH LINE - SEE SHEET C K - Prepared For Prepared By.• G - Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 l04 Lowell St, Peabody, Mass, 01960 x50 - - , " (508) 531-8121 S SCALE 10 >U ` c ' � ' `� ti �, " _ - _ 103. 08 1 DATE cr_ 1 MAY 3 /994 C istopher R. Mello Clayton A. Morin W G S z `' '► • � iL l TY OF PODY y PLS 31317 g �METERY EE SHEET �6 PE 3096 F 8131 A 30. — � REVISIONS / SHEET B OF 7 E 9 i t .. - — 7— f 12 .. I W - 4 G A B C W I4 16 1 S Dd V I / / 2 ' wZ , W S>�co / HY RANT / Q Z mW 2`4 ` • sMH MA TCH LINE — SEE SHEET B( / m .--•. - . T IOx75 � � � � _ 0 , . W D.. O a N / r / BORDERING LANDS BJEC, ' �� 86 _ I I TO FLOODING ELEV. 12 ,!` ,'0 Ica ao E A FIRM 2500 l / > rn MAY 103. 08 --- sro G ZI 1 / / 2$ a �- _ - - _ _ - _ 67. /0 i 3 ` GRAVESTONES (TYPICAL) / / / / / W 3 SEE SHEE T l 6 SWH 16 S W CITY OF PEAB'OD Y OLDS SOU TH BUR PING GROUND " '/ 12x55 2X35 \ 12x50 g - 14 S 16 8 -- 0 / 20x0 PROPOS � 4x0 25xo 26xo RETAIN NG WALL 20 W DETAIL DEVELOPMENT PLAN PROPOSED SUPERMARKET z / i PEABODY & SALEM , MASS. CITY LINE — — PreDared For PreDared�y Stop & Shop Surnenmarket Co. Eastern Land Survey Assoc., Inc. 1 - P.O. Box 1942 Christopher R. Mello P.L.S. 119. 49 Boston, Mass. 02105 lo4 Lowell St, Peabody, Mass, 01960 HYDRANT (508) 531-8121 i S ALE 24 _ �� 9g,48 „ / `H Of Mq 7 — 20 � �GG R� O I LIJ 30 CD Q , CR W DATE MAY 3, 1994 Chrl 'topper R. Mello C ayton A. Morin P1N PLS 31317 PE30969 ° M F 8131 A REVISIONS co Li SHEET C OF l W -- i r i i I i t - NORTH R I VER Li \ ' : 1 V I 4s TOP OF n I `✓ERBANK J _ A -- ►� L 1 N Q Os WASTEWATER q, Ma PUMP STAT I N MA SSACHUSE TTS �3A RANSPOR TA T l ON UTHOR l TY I y --6' HIGH CHAIN LINK FENCE EXISTING ACTIVE RAILROAD TRACK 9 8- - - - - w S - ! _ 42. 25 _ _ _ _ 187. 75 --- — --_g ---- — REASE l v GU I L FORD TRAI NSFOR TA T I ON /NDUS R / ES g.9" r FS S TRAP 35 . 02 HYDRANT D -- -- --- — D 9 - __ D I ' x_ ;l _'-QNC _E,TE SQX _D CLLVEST _ - -- I FS --- — -- -- — / DMH 1 9x50 8 EPARATOR HEA WALL ,� = t k - ----- — 12' D 1 DRAIN W - - \ w - W 9 , _ INV . 6 . 2 —E I t—�- -- — —E I T -E i T __j J � S � COM ".1" R.� - - � � _ x83 - - - - - - I I X00 -- ---------- - - G - - G - - � 1 ROOF DRAIN ( I ARS A v �0 A / ' 8� 14 _ ' _53_06 SA M � I / 33. 2C JL SKI PHCTOR , I v /, `-'� MARK A . 8 STEVEN F . ENG A • I GRASS SWALE ?�! - ! SEE DETAIL ON t I 187. 75 SHEET 13 . I 9 ' x IG ' I � � CONCRETE PA I, I 10 � ( TYPICAL ) 1 I 8x33 t L Q 20 t Lli Lij _j A co w 9 Cf) co ~ 8x33 & MAR ' A V INDICATES TREE 18- GEORGE TH/RTy S l L VER STREET � �� OR LARGER IN GEORG _ �_ - - - I I ' 40 -1 P - DIAMETER, DEC . 1994 - _ I 1 COND 1 M I N I UM TRUST I7 - BO LARD A ( T) Pical ) ^ ` RAE LOCATION ► = 9 - z , DETA �_ DEVELOPMENT PLAN 30 ! i' o � _ _ _ _ . j PROPOSED .SUPERMARKET rRi ��M PEABODY & SALE �wl , MASS . HpANG Preparec.t For Prepared By. *- f 4- , y; / Sto & Shop Supermarket Co. Eastern Land Survey Assoc., In.c. E-N p p -- AMH TH I NGU P. 0. Box 1942 Christopher R. Mello P.L.S. eabody, "Mass, 01-960 .x .�-! Boston, Mass. 02105 4 Lowell St P ! & aLV I NA CJI _ � ao - - • DMH � _ .41- 78 JAM I N (508) 531-8121 _ FLAED END 6EN DREG 1 7- R Sc"ALE RIM=42.-7 - 6j) INV = 8.60 l� I INV - 36. 0 f ,' ` M - - I rn VY 1 20 1 OISCIF10 I' n 30 A TE . , E, t� . . 2ph K r? A. ` �fo er 'N �, , I JUNE 15 1993 r; zT , 3 SEE' SHEET l 6 �I� � '✓rSIONS 4. APRIL 28, 1995 ' APR,'L G, ;994 2. DEC. 19, 1994 TREES 3. MARC'H2l, 1995 p 7 14 ORIGIN IS PROPERTY LINE OF MB TA (TYP) 12 - - 10 __ - — -_-- -- - --------- - - -- - -------- - - -- - ------- - - - - -- - - ---- - ----- - SE.cTION A 14 12 --- -- - - _ --- --- - ---- - -_---�. SECTION B 1�s�,c-k o�14 6 ---- - - —- - -- -- - _ L - ------- ----------- - - TO 8E A MASS. Qvwra. Pao;:- 74 V4 . ; CrcLa C Dtj'q,_' ---- — --- --- - - �L.Is.-ZS W►TI+ 'ZEC'gV1SZf 12 --- --------- ---- ------- --- • �, � M�N"i5 of ?a.t E Mf3 TR, 10 --- --- -- --- --_.._ - — ------ ----- - - -- - - - --- --- -- - --- - _ -- - -- - --- - - -- - ----- - --- ---- cTioN C s _ - - -- - - - ---- -- - - - ---- - ----- - --- - - - - - _ - - ----- --- ---- 6 _ n c � Nv =5.33. _ r , it 4 -_—� - P¢o r• '4 1 O CrLGhJrJEL �. 12 - --- - -- - - ---- -- , — 10 --- —- --- -- ---- _- ._--- _ ----- -- -- -- - -- — ----�" --- ---- - - ----- --- - - --- ------- ------- - SEC TION DN W�u5 uca5 m 6 ---- ------- - - - - - - - - - - -- - - ---------- - PQo�" IL� T¢ocW_ 1 ZO' NOfLt-Z 74 12 -- --_----- -- -- -- --- - - --------- - ------ - — ------- -- - —--- --- --- - , 10 -- ------ - - --- -- — - ----- — - '---_._ - - - SECTIC,1N E 6 - -- -- ---- --- -- --- - LEGEND --- - - - - - -- EXISTING SURFACE PROPOSED SURFACE - 14 - - - - 12 - _ — - -- -- - - - 10 - ---- -- -- -- _ ---------- __ _ _ SECTION F - - -- CROSS SECTIONS s _ _________ _ —_ PROPOSED SUPERMARKET PEABODY & SALEM , MASS . Pr�pared For ,Prepared_ B r ---- ------- 14 - -- -- - ---- Stop & Shop Supermarket Co. ,Eastern Land Survey Assoc., Inc. P.0. Box 1942 Christopher R. Mello P.L.S. 12 Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 --- ---- _- (508) 531-8121 70 — - __ _-- ____ SEC TIONG SCALE OF- - - -- - - ---- -- - --_ - 1" 20' HORIZONTAL or�� ` � '"u, _ 8 -- 1 " 4' VERTICAL - cRRisrof'tt a�-- ------ R. i �� Clayta 1- !r �' cr Mori :t do 3 4/ ! �( j 6 MA Y 3, /994 Christopher R. Mello Clayton A. Morin PLS 31317 PE 30969 Rlt:'WSIONS F 8131A w,. 3N F E OF E, • I __ . ice•----- .Ria irl ��iIDIL L.d_ r 14 12 - -- ------ - 10 ----- - --- ---- - - - SEC770N H 6 --------- --- - ---- - --- 14 ----- - - - -- 12 - - - --- 10 -- - --- -- --- --- - - - - SEC770N H-1 6 -- - ---- - ---- - - - ----- --- - - - ------- ---- ---- - ------ ------- -------- --------- ------ -- -- ---- SECTION J _-___-. _. ______ _ SECTION M 14 ---- - -- -- - -- -- --- - -- --- - - -------- - ----- — ---- - - -- - 14 -- - --- - --------- - -- 1- 12 _-.-_____-___-__ --_-_ 12 10 -_-_ __ -__ _-_ .- __.- _. - _ ._ __ _� ____-- _ - _ -- __-.- 10 8 6 _ -.- -_-_ __-_- - __._ _. _ __ _-- _- _- _ - _ -__ _ 6 SEC770N K SECTION N 14 74 - - - -- - -- - ---- - _- -- 12 - 12 - r , 10 _ 10 - - 8 + ---- --- -- ---- - - i c - - - 6 SEC 770N L SEC TION P 7 4 _ 14 12 - - - --- -- --- 1 -- - -- -- - - --- ---- _ --- - - - - ---- - - - 12 10 - - -- -- --- - ---- - -------- -- --- -- . -- ---- -------- - - 10 . 6 ---- - -- -- --- 6 --- 14 -- - - - 12 I 10 __- -- _ -- - SEC770N P- 1 _-- _-- CROSS SECTIONS 6 - - _ _ PROPOSED SUPERMARKET P EAB OD Y & SALEM , MASS . Prepared For Prepared By. 14 -- Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.0. Box 1942 Chris toph er R. Mello P.L.S. 12 - _- Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 10 _ -- -- --- SECTION Q S�;ALE N o►�- - -- -- - _ 1" 20' HORIZONTAL 8 _ -_ --__ --_ - _- - — ----___ 1 — 4 VER77CAL -------- " CHRISTOPHER {� R. I f`� '1 SUR_ DA TEw J., y ^L V4 �r4:- MA Y 3, 1994 Christopher R. Melic Clayton A. Morin • - � PLS 31,377 PSE 30969 R WSIONS F 8131 A SH �F D 14 12 _ SEC TION R 6 -- -- -------- 14 -- ---- - --- -- -- - -- - ---- -- - ------ 14 - - ---- --- - -- -- - ------- 12 — 12 r 10 � SEC nON S 10 �- __- ____- __- --____- _--_ __-- SEC TI aN Y 14 14 — - -- ---- ---- - - - - _ --- - -- -- 12 —_ 12 -T- — -- 70 SEC noN T 10 _ -------- - -- -_ -- -------- ------------- ------------------ SECTION Z , 5 14 - -- - - - ------ -- _ -------- --- - — -- / 12 72 l 10 SEC nON U 10 -- - - -- SEC ROW AA I 8 14 14 -- -- - - -- — -- ---------- -- 12 12 - -- — ——-- — -- -- ---— -- - I 10 — -- --- - ------ --- — -- SECTION V 10 — -- - - SECTION BB 6 -- --- -- -- -- --- ------ - -- - 6 ---- - - --- - - - .r. 14 12 -- --- ------- - - ---- -- - — -- . 10 _ ------— ----------- sEcnoN w CROSS SECTIONS 6 -___ _ _ PROPOSED SUPERMARKET PEABODY & SALEM , MASS . Prqpared For PrWared 14 -- Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.0. Box 1942 Christopher R. Mello P.L.S. 12 - __-_ _ -__ Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 10 - __-.-- _- -- _ SEC nON X SCALE O F Mq C IV Qui, jW = 20 HORIZONTAL �'� c►txi�r N ' 8 -- - ----- ----- - 1 = 4 VERCAL C-� �,a, 40 69, L OA TE MA.Y 3, /994 Christopher R. Mello Clayton A. Morin �. PLS 31317 PE 30969 ' REVISIONS F 8131 A 1) 28, \'\5S SHEET OF c - l2li UNIT .P 0 S iTjA1/ / PMENT VELOIN P A ODY ND EM4 FOR _ - S T A MASS ' `_/ ...�" i. .. �__-/ _ Pte_- u �l_J�l � Co Cor c �� I' u ' ROUTE 128 /j ROUTE 114 � T" 71- 0 , f `,`• �\ . 7 .� r f Rive' �� T PD11rb er agi�F+itj ' alae j, 1 rSe / / p �� goc-ks Pt , .B?FVERL , KA RD OR ' ' 4 . 7 t •mEw r Buxton _ Y C ch 1 15.x: <r • - � r ., / i f',a \ .• ,, ISI ' 41 INDEX TO DRAWINGS WINGS wA3� ly- SHEET 1 �e,';!Ia r, Corner INDE`C PLAN _ `'� rXluth v SA LE'AI • I SHEET 2 LEGEND, AB6'REVIA 770NS & GENERAL NOTES xt�.;., - 0 H tl SHEET 3 EXIS rll`� " COl`JDI TIOIWS PLAN �t,r� , _ ,.. ,: ;_�" -;-.: . , 3rh SHEET 4 SITE LAYOUT PLAN �;; "'HEET 5 SITE UTILITY PLAN - � r SHEET 6 SITE LANDSCAPING PLAN Y i J - SHEET 7 SITE LIGHTING PLAN E -= SHEET 8 PA VEMEN T MARK/NGS & SIGNAGE SHEET 9 DETAIL DEVELOPMENT PLAN .4 i � 3A .a .� ,� 4t SHEET 10 DETAIL .DEVELOPMENT PLAN �� -- SHEET 11 DETAIL DEVELOPMENT PLAN SHEET 12 UTILITY DETAILS SHEET 13 DETAILS / SHEET 14 DRAINAGE PROFILES LOCUS RT. 1A/1 14 SHEET 15 WASTEWA TER PUMP STA TION DETAILS AND SEWER PROFILE ,HEET 16 DETAIL DEVELOPMENT PLAN - JEFFERS SITE SHEET 17 PROPERTY PLAN LOCUS PLAN INDEX PLAN PROPOSED SUPERMARKET PEABODY & SALEM , MASS . r e_p are or Prepared y.' Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 AS NOTED ` ��V• -- , DA TE JUNE 15, 1997 Christopher R. Mello Clayton Morin PLS 1317 PE 30969 F 8131A APRIL 20, 1994 J. APRIL 28, 1995 MARCH 22, 1995 SHEET 1 OF 17 i L E G E N D o SMH EXISTING SEWER MANHOLE o SMH PROPOSED SEWER MANHOLE LIST OF ABBREVIATIONS GENERAL NOTES o DMH EXISTING DRAIN MANHOLE o DMH PROPOSED DRAIN MANHOLE ALT ALTERNATE ❑ CB EXISTING CATCH BASIN CB PROPOSED CATCH BASIN ALT ASPHALT 1) THIS PLAN IS THE RESUL T OF AN ON THE GROUND FIELD V � HYD EXISTING HYDRANT •r HYD PROPOSED HYDRANT BIT BITUMINOUS SURVEY AND PUBLIC AND PRI ATE PLANS WG EXISTING WATER GATE ►- WG PROPOSED WATER GATE BOT BOTTOM S EXISTING SANITARY SEWER 100 PROPOSED CONTOUR BLDG BUILDING 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND W EXISTING WATER MAIN 100x0 PROPOSED SPOT GRADE CI CAST IRON RECORD PLANS AND ARE NOT NECESSARILY INDICA TI VE OF D EXISTING STORM DRAIN ._ S— PROPOSED SANITARY SEWER CIPC CAST-IN-PLACE CONCRETE ' UNDERGROUND CONDITIONS OHW EXISTING OVERHEAD WIRES --FM— PROPOSED •FORCE SEWER CB CATCH BASIN --- TING GAS LINE G EXIS .— GG GAS GATE — W.. PROPOSED WATER MAIN CONC CONCRETE D— PROPOSED STORM DRAIN CONST CONSTRUCTION 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND — — 100 — EXISTING CONTOUR _ G--- PROPOSED GAS LINE CLL CONTRACT LIMIT LINE DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL 100.00 EXISTING SPOT GRADE PROPOSED CURB CLDI CEMENT LINED DUCTILE IRON EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, -�- UTILITY POLE HC PROPOSED HANDICAP PARKING SPACE DEM DEMOLISH, DEMOLITION PRIOR TO AIJY CONSTRUCTION. THE ENGINEER SHALL ,BE NOTIFIED —^ RETAINING WALL D DRAIN IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE STONE WALL ELEC ELECTRICAL PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION - % CURB EL ELEVATION BEFORE PROCEEDING WITH THE WORK. X X FENCE FIN FINISHED) WETLAND BOUNDARY FND FOUNDATION p 10 WETLAND FLAG GA GAGE, GAUGE 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS • S SIGN GRN GRANITE AND THE RESULTS' OF A FIELD SURVEY AS OF THIS DA TE. i ------------------ EXISTING BUILDING HD HEAVY DUTY NO CER TIFI CA TION IS INTENDED AS TO PROPERTY TITLE INV INVERT OR AS TO THE EXISTENCE OF UN WRI T TEN OR UNRECORDED LPT LOW POINT EASEMENTS. MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS 5) DA TUM IS MEAN SEA LEVEL (N.G. V.D.) NIC NOT IN CONTRACT REFERENCE BENCH MARK. USC & GS DISC 320 SET IN CONC. NTS NOT TO SCALE MONUMENT AT WALLIS ST, & RR : ELEV. = 16.68 OC ON CENTER(S) 6) WETLAND RESOURCE AREA BOUNDARY DELINEA TION PERFORMED OH OVERHEAD BY PAUL SOMMER, LIMNOLOGIST, SOMMER E,NVIRONMEN; AL PNT PAINTED) PVMT PAVEMENT TECHNOLOGIES, INC. PVC POLYVINYL CHLORIDE PCC PRECAST CONCRETE 7) BOUNDARY LINE DATA TAKEN FROM "SUBDIVISION PLAN OF LAND PL PROPERTY LINE IN SALEM & PEABODY, MASS., PREPARED BY EASTERN LAND t RAD RADIUS SURVEY, A15.0CIA TES, INC. " DA TED DECEMESER 31, 1992, REF REFERENCE RCP REINFORCED CONCRETE PIPE REVISED� 'XARCH 1, 1993. REV REVISION(S), REVISEDI ROW RIGFT OF WAY 8) SEE PL S, f'EFERENCED IN NOTE 7 FOR DELINEATION 0>F EXISTING SCH SCHEDULE WAYS Of RECORD. SEC SECTION SHT SHEET STA STATION �. SD STORM DRAIN SYS SYSTEM TEL TELEPHONE TW TOP OF WALL VERT VERTICAL WHB WHEEL BUMPER W WIDTH, WIDE WO WITHOUT WD WOOD Legend , Abbreviations & General Notes PROPOSED SUPERMARKET PEABODY & SALEM , MASS. Prepared For Prep red By. Stop & Shop Supermarket Co. East rn Land Survey Assoc., Inc. P.O. Box 1942 Chris�topher R. Mello P.L.S. Boston, Mass. 02105 104 Llowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE NONE l�F DA TE JUNE 15, 1993 Christopher R. Mello Clayton A. Morin PLS 31317 PE 30969 . REVISIONS PLS 8131 A • I. APRIL 20, 1994 J. APRIL 28, 1995 �. MARCH 221 1995 SHEET 2 OF ': 7 --7 r WALNUT ST . , BENCHMARK < BENCHMARK a Chisel cut on Bridge abutment a UJ AUGUSTINE J. MERLINA, PK Nail set 3TRUSTEE in railroad tie ELEV. 10.59 ELEV. 9°43 o w SOUTH ESSEX SEWERAGE D I STR I CT w DENT - d w • j 1 NORTH RIVER CANAL GUILFORD TRANSPORTA TION INDUSTRIES MASSACHUSETTS BA Y TRA NSPORTA TION AUTHORI TY EXISTING TRACK — _ 401.24' `� -_ -_ 16.00'120. 45' 252' C , ��- 352.02 2 42. 25 187. 75 8 PA S 9 = IHC� H �HC HC R=25' m, � _ _ C ��N N ! N M� PARCELS PARCEL R - 2 > 1 ' 131I P i s J � ES @ = 27 ' p \ Q l� -4 �� ►- TRANS. o �� 1 0 W lo' _ae= 30' _ _ ❑ PAD �� 5C,7� J Q Z 30, 31 PA�ES @ 9' = 27 fS / DOCK 80. 14 53. 06 � 33 SPACES _@ 9�'129 133.20 i v m �U-LL COMPACTOR 33 SPA(ES@ = 29 + I v) I W °° { I W -(o MARK A. & STEVEN P. - o��c� W p W CDorn _ I ENG _ I � (D (0 , 32 SPACESI@ ' = 283' dI 30' (� a + -r - - — --�— (TYP I CAL) O CQ •' Y_ Q V I v'C\j � L WOIt `\' I J 32 SPACES @ ' = 28p' �. o 71 - O U Q o C \ I J Q W CD U-1 IO N I,/� z LL- o .. PARKING SUMMARY JEFFERS I I I �_ L/OE & MARIA �' REQUIRED PARKING = DWELLING 1 . 5 SP . x x ES UNITS = SPACE 3001SP�CE @ 2 r 0' `fid; 1 J GEORGE - 9 S • � ti GE OMPANY VEHICLES 2 � I m L)cD I SPACES/2 EMPLOYEES x 6 = 3 - - - _ Al I SP . / 1000 SF. ( EXCL . STORAGE) = 8 30 SPAICES� 2 �I F TOTAL REQUIRED : 22 - 25' 14' PARKING SUMMARY - STOP $ SHOP PROVIDED 24. R �CrD r) R= 25' I / TOTAL PROPOSED PARKING 363 SPACES • / NG TRS SAM PROPOSED HAND I CAP PARKING , 8 SPACES HC HC�HC�HC o � OA C ) t 8 PAdES 9 = 2' :1 N 47.65 �✓ 29 H & N PARKING RAT I 0 = 363 SP . / 63922 SF = I SP . / 176 SF 45' / - -�, NGUYE OR 5 .7 SP . / 1000 SF I 4, . TH I M � AMH ,,,�✓ Y � aQ rn a a) �6 lc.; - 218' 0' z_ ' d 3 j, NOTES 30' 18' 52' 6.02' Q 1 . ALL DIMENSIONS SHOWN TO PROPOSED CUIRB I NG 18' 103.08' 5. 1 '" in z _ 67. 10 X23— l ARE TO OUTSIDE FACE OF CURBING. ` 18' 22' 1,19i 22' �v`' ►�� , TRUCK PARKING — �- ��• —��_ 68, Q 2 . ALL CURB RADII NOT OTHERWISE SPECIFIED SHALL BE 4' 6" . W ��. - w - CL m� �D'-- v Q 3 . BUILDING LAYOUT DIMENSIONS ARE TO OUTSIDE LnPROPOSED zo' � z o FACE OF BUILDING. — — N ti o MILL I �' �J 0 � 4. ALL EDGING IN FRONT (WESTERLY) PARKING AREA 00 Q SHALL BE CONSTRUCTED OF CONCRETE EXCEPT AS O Y o l� Y z OTHERWISE NOTED HEREON. I ti CI TY OF PEABOD D„ O I j 1 �, 10' C)fl I L� "OLDS SOUTH BURYING GRDUN Q0 SILO I I SP. EXISTING I Q I DWELLING I l LiJ i, BUILDING 1 1 No 160 1 DWELL I NG OFF I C� , I SITE LAYOUT PLAN Ln 40II No . 166 72 . 50 PROPOSED SUPERMARKET LINE _ — _ ............ �5 , 02 _ _ � - EST PEABODY & SALEM , MASS. QOs -YON Prepared For Prepared By.19149 DETAIL Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. 98-48 P.O. Box 1942 Christopher R. Mello P.L.S. HANDICAP PARKING SPACES Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 NTS (508) 531-8121 SCALE 1" = 40' 40 80 120 l ,1A� 0 20 CD ' 1 , Q ! Q r n DATE JUNE l5, 1993 hristopher R. Mello Clayton A. Morin PLS 31317 PE 30969 ' nn _ 9 '6 ' 5 8 ,�, 8 _5, '_i. 9�„ NS 45 ' F 8131 A REWSlO lJ- -= 1995 SHEET 4 OF 17 2. MARCH 2/,0, 994 3. APRIL 28, 1995 'I i Y ...E is WASTEWATER PUMP STATION SEE DETAIL SHEET 15 l i 8000 GALLON GREASE TRAP SEE DETAIL SHEET 12 I ' x 4' CONCRETE DRAIN S= 0.0023 PROPOSED NORTH RIVER CANAL SEPERATOR 45° BEND (SEE DETA A SHT. 12 GUILFORD TRANSPORTATION INDUSTRIES MASSACHUSETTS BAY TRANSPORTATION AUTHORITY PROPOSED SEPARATOR XISnNG TRACK — SEE DETAIL SHT. 12 401.24' 16.26, 20.00' { IO"X IO'X 8 " N s I—�. 352.02 VFNT 2 42. 25 187. 75 t r r r TAPPING SLEEVE CB 3 12 oDI r D 8 GATE VALVE _ �- 06 DMH 2 8 D I W " LD - WATER WMH I -- -- _W - D -�_ WITH RESTRAINT ® W _ _ GB 1 6r PV'C SEWER .� ROOF DRAIN $ E/T G — — --- G --- G E/T ---G — - - G —E/T — -- G— — — —E/T 124 DI DRAIN--� W S 8'x 8'x 6' TEE FS 4 ----�- , - _._,....._�...�_,_ I G G 450 8'x 8`x 6' TEE, 6' GAVE VALVE TRANS. � � J W 3" DI FORCEMA I N SEWER BEND INV. '''4.00 / PAD 8 HYDRANT o Q S FS FS 1 �0. 6" CLDI 6'x 6'x 6' TEE, 8 90° BEND �; , EXISTING SMH SEWER PROP. SMH Z 6' GATE VALVE 8 HYDRANT p� Z j / I 80. 14 53. 06 r�' � � -5- RIM 10.64 s S=0.008 RIM 10.60 - \ Q a INV. 4.58(200 INV C.40 o I I �w r— 133.20' ` O INV. 5.78(6" ) o v cr- U p O Lr 3 U W N LO D co S x N / f� MARK A. & STEI/EI�I I� o W _ � I W / P• p Y ENG ry ULLI o (n m p1 DMH 3 � G 008 � SMH 2 \2 D�` Di co a- I o I O 6 GATE V LVE S' p CB 4 S- 0' '0/2 CB 2 W I Lv / 8'x 8' x TEE 8r- 450 END I n / 8'x 6" DUCER I 1z 6" CLDI 6' GA VALVE S I 3' CLDI r ° 3 GATE S H 6' GATE VALVE / VALVE HYDRANT 8 HYDRANT SAM DMH rINV. 8.60 fig, HOANG TRI I NIM=326 5C 1. 78 I �J l �, NGUYEN G I B INV=9.00 ' 4 I AMN TN W 8 RIM= 49.25 / INV 37.00 Q 103 08' 67. 10' o z G S CB Q RIM=42.0 O NO TE: AL L PROPOSED CA TCH BA SINS SHAL L BE CONS TRUC TED V TH W INV 37.00 _ m GAS AND OIL SEPARATORS OF ADESIGN 4CCEPTABLF_ TO.-THE U Q LOCAL CONSERVA TION COMMISSION. SMH rn C O o Q I Cl TY OF PEABOD Y O ► I PING GROUND" 'OLDE SOUTH BUR Q w ! i G PROP. I 1 DI I SITE UTILITY PLAN 1 CL I DWELL I NG I wAT E No . 166 sERV. OFFICE" 72• �- PROPOSED SUPERMARKET S C I TY L IN - _--- _ - - -- 156. 02 I �'r - _ _ _ _ _. _ - TR 1 PEABODY & SALEM , MASS. CTQ� `� Prepared For Prepared 8 19.49' B 0S Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. 98 fig' P.O. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 104 _owell St, Peabody, Mass, 01960 I (508) 531-8121 G -C w 1 SCALE FZE� 1» = 40, M �. O M D 2C' 40 80 120 a W ; ,• Q r n DATE . _ \l J � ' V C ristopher R. Mello Clayton A. Morin Jbl,'E 15, 1993 PLS 31317 PE 30969 F 8131 A p_ REVISIONS I.APRIL 20, 1994 3. APRIL 28, 1995 SHEET 5 OF 17 L. MARCH 0, 1995 L I I 'I it NORTH RIVER CANAL y . GUILFORD TRANSP0RTA TION INDUSTRIES -- MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EXISTING TRACK - --- i{tt--- _ - --- ----- - • 401.24 -� 16.00'20.00', jaj��3 TIC LOAM & SEED I ------- - - _752.02 9 JC3 JC I / EXISTING TREES � 3 JC --� I •/ / 6' CHA 1 N LINK FENCE TO REMA I N J 3 RP _� RETAINING � / W � � O �2 PK 3 RP / ;' ;/ ' WALL l ,� Ig' J *1--_3 JC 3 JC / V 50 Q W � j • _ r�`� �6CHAIN LINK/ � � 0 �FENCE J Q, IO PC 133.20' _ v W LOAM 8 SEED MARK A. & STEVEN W 1 W � EN P. � f� (Y3TC I Q y � 15 C - ENG ry I / W �! APPROXIMATE SIZE 8 LOCATION OF / (n EXISTING TREES TO REMAIN (Typ . ) VI C O Q i I ' I O � 3 PC I c) J C 3 JC BOE & MA1?1 q t �f 3 RP ,% j ;' j� REMOVE DEBRIS, LOAM, GEORGE-' 3 RP / j APPLY JUTE FABRIC, ,r 3 JC 3 JC -�� f � '� �' II '' '� / SEED WITH FIELD GRA 4 FT. HIGH CONCRETE BLOCK RETAINING �' % i _ WALL FOR THE HEMLOCK TREE AREA LOAM & SEED 3 JC 3 RP 3 JC 3 PC 5 PN / / i 6CH TR A ° 9 JC 2 PK �/ i - HOANG 198 JH / �,Zo 75.2 g & UYEN %'� THI NG / 15 CH AMH i 3 PC � `3�' ;� % / a•• PROPOSED 8' STOCKADE FENCE ALONG TOP OF WALL 3 JC -- r! 2 PC Q \� 223.31 3 RP ' 3 JC ��• ��, - I Q W I 3 PA I j O �— �► 5 TC a 4v a m CIL LOAM & SEED -z j— OI ' I Pc - �.�� Q I .z Q CITY OF PEABOD Y "OLDE SOUTH BURYING GROUND" m 3 PA Q (n 28 PS I` � I ' I ' 6HIGH BLACK COLOR CHAIN LINK FENCE - 5 PN nn SITE LANDSCAPING PLAN � l� 5 PK '\ �r PROPOSED GATEWAY ARCH PROPOSED SUPERMARKET 5 RP• CITY LINE _ _ — _ ---- T LOQ & _ _ — — — - TREE 1 P EAB OD Y & SALEM , MASS. SEED Pre ared For Prepared B . . , . � 19.49' �ONP P YBOS Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. 98.48 P.O. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 40 Lowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE 0 20 40 80 120 CD QDA 7E 1 . ' JUNE 15, 1993 ristopher R. Mello Clayton A. Morin W PLS 31317 PE 30969 a— REWSIONS F 8131 A I . APRIL 20, 1994 3. APRIL 28, 1995 i 2. MARCH 22, 1995 SHEET 6 OF 17 - - - I - -, -- —T 1 Ii i k l 1 S . V tj h. NORTH RIVER CANAL y • GUILFORD TRANSPOR TA TION INDUSTRIES MASSACHUSETTS BAY TRAN 'POR TA TION AUTHORITY EXISTING TRACK — -----_ --- -------- - -- -- — _. - - gall----- -- - -- - ------- , 401.24 i6.00'20.00' -- ------ -- ----- � , J52.02 - 2 42. 25 187. 75 L 9 °° ° TRANSFORM-7R �� PAD ,�150• ftZ '!- a oo 80. 14 53. 06 I > 13.✓.2�'' i � � U I � I o � � W w �� &A.MARK ASTEVEA P W / w / E Y NG V) O < Q w / , a JOE- & M ❑ RIA A ❑ / GEORGE' - w 000 OOEl -� TRS L AM HoANG . f �✓.._ ` � GUYEN c N Aly"H THS 103.08' 67. 10' — -- --- --— - a o J ' m PROPOSED U cy- MILL I +� _Q z C� = CITY OF PEABOD ROUND" z �, R Y/NG OLDS SOUTH BU o) I I m c� � EXISTING � � � DWELLING ❑•° BUILDING I I I I I No. 160 n ' DWELL ING OFFICE', SITE LIGHTING PLAN LL No. 166 I 72. 50 PROPOSED SUPERMARKET CITY LINE _ �_ _ _ _----- — — --" 156- 02 , _ _ --- — — --- — E� P EAE OD Y & SALEM MASS. .49' 1 `� Prepared for Prepared 19.49, O 1 Stop & Shop Supermarket Co. Eastern Land Survey As4oc., Irc. 98.48 P.U. Box 1942 Chric topher R. Mello P.L. Boston, Mass. 02105 104 Lowell St, Peabody, Mar- 61660 (508) 531-8121 SCALE �j• ` ❑� DENOTES PROPOSED LIGHT STANDARD �. DENOTES PROPOSED BUILDING LIGHT D -4:f, Lc' 4f �'n 120 1 Q � DATE G , ;�t.�pj,er R. Af6llc Cloyfcn A. "1crin JUNE l5, l993 FLS 010117 PE 30969 � � .� I � F REVISIONS _ 1. APRIL 20y 1994 J. APRIL 28, 1995 SN E ? 7 OF 17 I! 2. MARCH 21, 1995 f _ — --- - - mY I II r v 1•,A NORTH RI ` _ r CNr,- �,t t GUILFnRD TRA�,'�'PORTArT RA Y TPA 1"',rPORTA t EXISTING TRACK 401.24' - ---- 16.00;20.00' - - -- — -- -----_7 -- K` `> /87. 75 I RI-I I I I I I I I I I I HHC I HC HC - � I I I y NO PARKING \a rl`) I J PARK A. & STEVEN t . F / I ENG W CL W • l �F & VA R1, - . GEORGE : I Uj / / --- --_ SAM GANG TRS N HC HC HC HC / / n I G U Y EN 41• 78 ', /QMH THI ,4LL PROPOSED SIGNAGE AND PAVEMENT MARKINGS --- i \ SHALL BE IN ACCORDANCE WITH THE LATEST 86 / EDITION OF THE MANUAL OF UNIFORM TRAFFIC \ CONTROL DEVICES 06.1) L P\\\ L — -- --- Q 103.08' z \ 67. 10' W CLQw J \ PROPOSED U +Y \ MILL [) > Q ! CI TY OF PEABOD Y O E SOUTH BURYING GROUND" OLD CD EXISTING � i DWELLING I W i BUILDING I I FLLING OFFICE I �I No. 160 ) ,AVEMENT MARKINGS AND SIGNAGE DW I lo- I ' 72• O N0 166 PROPOSED SUPERMARKET 156. 02 I CITY LINE - ---- -- - - - - - EF PEABODY & SALEM , MASS . OPrepared For Prepared By. 19 49 Q O 1 `'�1' Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. V 48 P.O. Box 1942 Christopher R. Mello P.L.S. g8. Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 1 i SCALE 1" = 40' M O J CD � D 20 40 80 120 W I DA TE QCh stopher R. Me//o Clayton A. Morin JUNE l 5, l 993 PLS 31317 PE 30969 F 8131 A RE 1/ISIONS 1CL- . APRIL 20, 1994. 3. APRIL 28, 1995 =. MARCH 21, 1995 SHEET 8 OF 17 W — W_ S z j G _j W G.6 W , \ 9t 3 SMH ��` �� U �. W I , I W 9.q MASSACHUSETTS BAY TRANSPORTATION AUTHORITY 8 I U) I I - 97 9.0 --- 9-C 9.s - '` 401 . 24 I WASTEWATER PLW STAT I ON S CONIC. CURB (TYPI, 9x25 9x75 �- 9x25 GREASE - - - - -- - - - - - --- - - -_ _ 0_x05 - - _ _ - - - --- - - - - - - _ - - - - -- - - _ _ _ _ - I j _ DMH 2 FS- -5 TRAP 0 CB 3p D pS - -- - - -- D D F 10 c 0x30 CB I SEPARATOR A S -W- --- - - - - - - - - ' W --=-= ---- - -- --- \ W — W — j W I E/T - - E/T — — —E/T — — — /T — — — E1T WZ ---. . .__ ..... _._.... ,. - - - __..._.._. �� \ ` \ X FS C/) I Xx ` ' \ CONIC. CURB W SMH \ (T YP) G SMH - FS FS • S FS \ p 1 \ y W I ti W � i S I ( L r W t W N 10x25 I m G rn Ln z W S J • r W > DMH 3 >,/ 14 16 1 t� [,1 I W D I , \ O m CB i j {ted /� • . O _ CB 2 I 0 ' _aJ o IZmI /' i U G S oa CONC. / I W F— � CURB / ' �/ i , 'Z •` �✓ gcn (T YP) X / I WW i W > l DETAIL DEVELOPMENT PLAN' W x DRANT ' Mw SMH PROPOSED SUPERMARKET _ I -- - - -- - -- -- -- -- -- -- -- -- -- - - -- -- -- -- 1 .- -- - - - - - - - - '- - '- --;-- - - -_ PEABODY & SALEM MASS. W I '• MA TCH LINE — SEE SHEET- 10Prepared For Prepared B G ! , , - Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Christopher R. Mello P.L.S. r Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 •- N 1 ' 0x50 CONIC. CURB (TYPE i' ' - - - --- -- -- -- - - - - --- -- - - ----- - -- - � (508) 531 8121 N �4 - I : SCALE -- li 1" - 20' ,.. . y 863 ,__ _ UED W U 0 _ © _ M l��l �J ti - J J _ 103. 08 I �'-'-�'- - DA TF � I C istopher R. Mello Clayton A. Morin W G S Z (D 1 �'S' a h / I ,'' CI TY OF P B JUNE 15, 1993 PLS 31317 PE 30969 �METERY SEE SHEET l 6 F 8131 A — � REVISIONS 4 3. APRIL 28 1995 1. . MA 20,199 . 2. MARCH 21, 1995 SHEET 9 OF 17 4 / 12 h / I / LLJ LLJ------------------- 4 -------------4 16 / W �W/ - I / S G \\X z W > ; // // HY RANT Z 94 3 SMH _ _ / MA TCH LINE — SEE SHEET 9 , m Is• r 7— CONC. CURB I OX75 I / / I c S _ (TYP) \ °'� / / / I Q a.O / IOXSO /CONC. CURB (TYP) / ! , ., 2 i a. Cj (96 4 261 — 2 c.� — 3 _ - - I 103. 0(9 o� 67. 10 IG z W / �/ / / / 3g GRAVESTONES (TYPICAL) p q \ SEE SHEET l6 � 0 { / / — rrnn \ / / / 3� W 16 SMH J / CITY OF PEABODY OLDE SOUTH BURYING GROUND 12x55 12X35 F_2x50 14 S 16 / 18 — 0 / 20xO _ PROPOS Oxo 25x0 2sx0 ,RETA I N NG/WALL W DETAIL DEVELOPMENT PLAN 20 28 / � � 26 _ i PROPOSED SUPERMARKET JU I Z / / PEABODY & SALEM MASS. T CITY LINE _ — Prepared For �p-a�� Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Christopher R. Mello P.L.S. 22 -- — 1 , \ 9. 49 Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 RYDRANT (508) 531-8121 S SCALE 24 _ 98.48 1 _ 20' s % 30 ca / r UO \V s'�FZ w DATE .- Chri itopher R. Mello C ayfon A. Morin O w, 0•— J UNE 15, 1193 PLS 31317 PE�0969 PA F 8131 A REVISIONS I. APRIL 20y 1994 3. APRIL 28, 1995 2. MARCH 21, 1995 SHEET 10 OF 17 W I -- I E NORTH RIVER i r/ 4.9 TOP OF RIVERBANK s` �'WAST sy 9-0 PUMPES TER 8s MASSACHUSETTS BA'Y TRANSPORTAT l ON AUTHOR/ TY 8 y 6' HIGH CHAIN LINK FENCE _ I •q3 EXISTING ACT I VE RAILROAD TRACK �-- 42.25 187. 75 16 20 ly _ _ - -- - - - GREASE �? iHYDRANT GUI LF@RD TRANSPORTATION • I NDUSTR/ES 28.99 / Fs s {�TRAP " 352. 02 x -- D C C D D _ D p / / / - FS DR4 I 9x50 _ - - - - 8 - - — __ 1 SEPARATOR I2'' DI DRAIN_ HE WALLa9_--- - i w — ^ W 9 _ _ _ - - - - - - - W— - - - - - - _ , INV. 6. 20 — — —E/T — —E/T _ -- - - - _ =E(�• - - — EIT S - _ s--- _ _ _ - - - - - - - - - COMPENSA TORY -- _ r , _ _ Z - /` 4-- '.� IIx83 — - HXIIO -�- - - - - - - - - STORAGE w ' I�- I ,� l I AREA -J / - _ _ ROOF DRAIN _ - - -- - _ - l 7 0 _ _ _ - _- - - - _ - I30 - -- - -f- ,TRANS. }N- - - - . . PAD � ' • - _... -- — _ ,, • � �p ;- - _ ---._- - -- � - - -- - - -- - - " "- - � - ' ` , - ' X50-? 40--- 1 _ _ — ' Jy 8x33 W ' / /� , ' / O / ' A / 8Q.'l • / 53. 06 cb M . 133. 20 t, - - 8x33 - ' _ - K r ' ....... .. OMP ACTOR MARK A . 8 STEVEN P. ENG 1 I N av 0 LJ 1 , y I \ \ r GRASS SWALE C0 Q r ' Q / V �I i SEE DETA l L ON Q WLLJ I 1 ° ` 91X 10' SHEET 13 - W 1 ' Q cv 1 1 CONCRETE PA I , I I I I I 10 d' I , ' l (TYPICAL) p 8x33 I , r I ", 1 ' I I I I _ - - - - 20 \\ w ,/ I ` 111 I � W —�LLj � ,i - - -' 1 I I I 1 I I I c i I �'- - — — — _ - — — — — — -- — — - -- — - - -- - -W----— t1 1 1 m co - - ' - - OE 8 MAR I A _ — STREET -� I ND i'GATES TREE 18 1 �� 1 x I I• 11 1 E - - _ _ THIRry Sl V R _ '�--- -- OR LARGER IN GEORGE _- -` DIAMETER, DEC. 1994 40 I _� - _ _ _ _ , / ► � I 1 1 ' __ TRUST CONDIMINILM 1 I I ! - - (Typlc ql ) ., 1•� ;,,,;, ' ,/ r �� ' ► I, TREE LOCATION DETAIL DEVELOPMENT PLAN 30 i I � .. .- ,. ...._._ ....... . � 8x33 � - `\ - 1_ - - " - / / ` , /- � PROPOSED SUPERMARKET -- - =- -- - - - =' ' P EAB OD Y & SALEM , M ASS. H°AN Prepared For Prepared By. a Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. 40 pMH TH NGUYEN P.0. Box 1942 Christopher R. Mello P.L.S Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 r 78 AEV I NA (598) 531-8121 -- - \`. DMH / x FLAED END BEN�AM I pREB I T SCALE RIM=4�!`7! / B�� INV = 8.E0 — , / 1 _IN-V�9. 0 y , _ 20' L-Li i - /I ✓ .8.0 �. - -, _� \ � / / , / I X30 - 0 10 20 40 60 ' DATE 1 67. /0 r- I i - - / Christopher R. Mello Clayton A. Morin 223. 3/ JUNE 15,1993 PCS 31317 PE 30969 - 1 F 8131A SE S_ H_ ,EE7 ..� l 6 - REUIS�oNS I 4. APRIL 28, 1995 C l TY OF PEABODY , ' I. APRIL 20y 1994 2. DEC. l9, 1994 TREES 3. MARCH2l, 1995 SHEET 11 OF 17 i —.. i r I DETAIL DETAIL TYPICAL TRENCH SECTION PROPOSED FIRE HYDRANT SEWER MANHOLE no scalle no scale no scale 24" DRAM. MANHOLE FRAME AND COVER DARLING B62B OR EQUAL Full Mortar Bed APPROVED COMPACTED 2 to 5 Courses Leveling Brick BACKF I L.L Pumper Connection to Face Roadway / t 11 o 9 2'-0" MIN. PRECAST CONCRETE CONE MN I o , Standard C.I. Road Box and Cover n D �D OD/2 4' - 0" DDDDDD i D r PRECAST CONCRETE WALL SECTION STONE CRUSHEC D D pQD�'4, D 6 MINIMUM 8" x 6" C.L.D.I. TEE (, All Joints and Penetrations to be made fully Watertight) 6" Gate Valve INLET 5" MIN SEPARATOR. CONCRETE THRUST BLOCK no scale a o 0 0 o OUTLET SECTION 0 00 0 0 TIE RODS 5" MIN 12" Square By 4" Thick Stone or Concrete Base PRECASTIRECAST CONCRETE BASE 24" DIA . MANHOLE FRAME �� o �� $� & COVER TO FINISH GRADE CONCRETE THRUST BLOCK o _ 6" Crushed Stone BRICK INVERTT O 4" VENT _ 12" 01 AMMETER OUTLET 900 ELBOW a 12" OPENING INLET SEE NOTE I . SE NOTE 2. I � OIL L rl , , CHAMBER SEDIMENT J i a � - /i,.ci r �slL , .�a % �,•,. :; m CHAMBER co 7, „ is / ,• DETAIL GREASE TRAP HORIZONTAL BEND TEE UND 1 STURIBED BEARING AREA 8000 GALLON CAPACITY MATERIAL .APLAN PLAN VIEW BELL OF PIPE OJ. PLUG - -' OR F ITT i NG - ' < Ir 12" DIA,. ELBOWS -- '-- r \ - - - - - - - - - - - - - - - - -- I� SEE NO•,TE I . 12"X 12" • ,. OPENINGS L_±T SEE NOTE 2` SEWER MANHOLE FRAME I OUTLET A 1 INLET - SHORT PIECE OF PIPE & CO>VER 0 , i SET TO FIINISH GRADE I � o E,\2 REDUCER PLUG _ o I 4° VENN TABLE OF BEARING AREAS I NOTES IN SEPARATOR B, ONE 12" ELBOW SHALL BE PROVIDED. PIPE FITTING AREA-SF. DIA. TEE 90' 45°/22• 2. IN SEPARATOR B, ONE 12'x 12' OPENING. 6 5 7 4 - - - - - - - -- - - - - - - - - - --J 8" 6 8 5 y SEPARATOR DIMENSION O t A 14' -0" 1 117'0" B 10' -01, I TYP I CAL THRUST BLOCK DETAILS 24" DIA. ,,,—SEWER MANHOLE FRAME GRATE —tea N 1 SHED GRADE . ,Y,z , U TI LI _FY DETAILS (BOLTED & GASKETEDI - FULL MORTAR BED i �GRAVEIL BACKF 1 LLQ 4 ADJUST FINISH GRADE WITH CONCRETE RETE RING SECTION PROPOSED SUPERMARKET �� _ • • - - � ' AND/OR 3-5 COURSES OF LEVELING BRICK, PEABODY & SALEM , MASS. INLET —/ 3" Prepared For Prepared B)r. OUTLET Stop' & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. 1'I 6" P.O. Box 1942 Christopher R. Mello P.L.S. _ Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 3'-7" SCALE AS NOTED 8" — i It •• e 8' DA TE Christopher R. Mello 'lot/ton A. Morin JUNE l5, 1993 PLS 31317 PE 30969 CROSS SECTION VIEW F 8131 A REVISIONS I. APRIL 20, 19:x4 3. APRIL 28, 1995 SHEET 12 OF 17 2. MARCH 21, 1995 i ----- --------- _. I PROTECTIVE BOLLARD TYPICAL PAVEMENT N.T.S. i SECTION 6" STD. PIPE FILLED SOLID N.T.S. WITH CONCRETE, ROUNDED TOP o AS SHOWN. PITCH AS SHOWN ON I%z 'TYPE I - I GRADING PLAN ( 1% MIN. ) BIT. CONC. T-- TOP COURSE 1 r FINISH GRADE III X11 1111;1111 I 11111111111 2V20 BIT. CONC. ` _ - BASE COURSE h i I #3@ 12" OC. HOOPS -0 12" COMPACTED GRAVEL BASE 4 TYPE 1 - 1 AND 4 #4 VERT. i� 1 NO STONE GREATER THAN 3" ALL CONCRETE 2500 P.S.I. L, - y Q q - SEE SITE, PARKING $ s ' I BUILDING PLANS FOR LOCATION. 1 I COMPACTED APPROVED SUBBASE - -� 4 r2 ' IDIAMN. TYPICAL SWALE SECTION N.T.S. TYPICAL HANDICAP RAMP cD VARIES 5 ' MINIMUM VARIES x o tel% SLOPE A 1% SLOPE MIN. a N.T.S. m � MIN. Q a Q_ 3' -0' MIN. /4J I a 6' MIN. n I culls S , ��,�� cuRa TRANS I r i ON a �.---- 2'-0' 1`3'-6"� - -�'-O` _ EDGE OF PARKING AREA Li A crr� I J PARKING LOT VAR I E 4' LOAM 8 COMPACTED GRAVEL $ SEED BASE NO STONE \ 12 I SLOPE OR LESS COMPACTED GREATER THAN 3 '. SECTION A - A APPROVED SUBGRADE TYPICAL PRECAST CONCRETE CURB N.T.S. 24' DEEP PRECAST CONCRETE CURB 1 14'CHAMFER 4000 PS.I. MIN. STREn4GTH 6' -0" STANDARD LENGTH F 6--- rFINISH GRADE I 314" RADIUS 6 81 TUM I NOUS CONCRETE 9 2 #3 BARS ' • PAVEMENT TOP COURSE o - -- _ .-BINDER COURSE TV z , o GRAVEL BASE cn m C G O c o c o UNDISTURBED OR COMPACTED SUBGRADE DETAILS PROPOSED SUPERMARKET P EAB OD Y & SALEM , MASS . Prepared For Prepared By: Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.0. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 /04 Lowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE AS NOTED i j DATE JUNE 15, 1993 C �ristopher R. Mello Clayton A. Morin PLS 31317 PE 30969 REVISIONSF 8131 A 1.APRIL 20, 1994 J. APRIL 28, 1995 SHEET 13 OF 17 2. MARCH 21 1995 i i • PROFILE PROFILE V DRAIN FROM NORTH RIVER TO CB 4 DMH 2 TO CB 3 DMH 3 TO CB 2 20.00 20.00 20.00 LOto O ro M � NN pN ro 0)(D � N ( N (DO C;(6 N PROPOSED SURFACE 0 (i (D � o N CD ori z — (" z X> PROP SED c= PROPOSED ZZ EXISTING SURFACE o a= - _ _ _ Z " a-- SURF CE Z PROPO ED o Cr�� SURFACE 10.00 _ _ - - 10.00 10.00 W LiDIRA D2- 12" DI I2" DI W - IN - _ i DRAIN 1 I ' x 4' CONCRETE BOX CULVERT S= 0.0023 0 I 'x4' CONCRETE BOX CULVERT S= 0.001 DRAINS �r � S= 0,006 I S= 0.012 — S= 0.008 - a mI MIN. o Q (TYR) 0"FSORE MAIN EWE 00 OBD ~ F- (D WATER MAIN ori "' o (5' MIN. COVER) BASE = 0.00 °D BASE = 0.00 BASE = 0.00 STATION 0+0 0+48 2+50 2+68 3* l0 3+60 5+25 5+75 STATION 0+0 0+50 STAT/ON 0+0 0+50 PROFILE POND OUTLET TO DMH 1 20.00 to ro I—ro D1 w; J � C� Cr 3 � o PROPOSED SURFACE L Q 10.00 W 12" DI DRAIN S= 0.003 -- M 0 rn ~ rn � 1 rn ori a BASE = 0.00 C' STA TION 0+0 1 +902+08 2+60 DRAINAGE PROFILES PROPOSED SUPERMARKET PEABODY & SALEM , MASS. Prepared For Prepared By. Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL PL 0 20 4080 120 .•�" .4 r: DA TE Christopher R. Mello Clayton A.` Morin JUNE 15, 1993 PLS 31317 PE 30969 g 131 A REWSIONS I. APRIL 20,1994 3. APRIL 28, 1995 I 2. MARCH 21, 1995 SHEET 14 OF 17 1 y 0 a 30' DIAM. BOLTED & GASKETED MANHOLE FINISH GR E FRAME $ COVER PLAN FULL MORTAR BED BRICK LEVELER 5z0 (2-5 COURSES), W , 11'- OLLJz �� W ca N o L F--�i1 • i Plpyt,a. ELECTRICAL r SANITARY WASTE MANHOLE STEPS I_ CONDUIT @ 10" OC FORDCEMA I N PICA,0 f Z1 V zo o 4' -0" ' CV 3 � ° > BITUNIINASTIC JOINT CHECK VALVE 3'" D I FOR CEMA I N t 6' PVC INLET SEWER FLOAT SWITCH (TYPICAL) z 511 f INV). EL. O HIGHWATER ALARM YJ DETAILS U PUMP OFF EL. — -- PUMP ON EL. PROPOSED WASTEWATER PUMP PUMP STATION s (NO SCALE) SECTION PROFILE PROPOSED SEWER 20.00 Uj � t N Wastewater Pum Station Details Z o a EXISTING SURFACE ROP M OSED BUILDING and Sewer Profile s P C/) }}W 0 zo ;g & z SLAB ELEV= 12.50 PROPOSED SUPERMARKET a- PROPOSED SURFACE �. o �_ ------ --------- PEABODY & SALEM , MASS. Prepared For Prepared By Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. FORCEMA I N PROPOSED PROPOSED P.O. Box 1942 Christopher R. Mello P.L.S. INV. 6.86 BOX CULVERT BOX CULVERT Boston, Mass. 02105 I04 Lowell St, Peabody, Mass, 01960 Li VERIFY BOTTOM OF (508) 531-8121 6' CLDI SEWS STRUCTURE ELEV. 35 to S= 0.008 is I ' MIN. I PVCS SEWER SCALE �. 1" = 40' HORIZONTAL C; co 3" DI FORCEMA 0 1" — 4' VERT/CAL N I N SEWER GREASE coo LO I_J TRAP z�t 0 20 40 80 120 ` BASE = 0.00 -- Not To Scale STA PON 0+76 . . �� 4+0 4+48 DATE JUNE 15, 1993 Christopher R. Mello C l a y l o n Morin PLS 31317 PE 30969 REWSIONS F 8131 A 1. APRIL 20,1994 3. APRIL 28, 1995 2. MARCH 21, 1995 SHEET 15 OF 17 j a /0 I 20 /0 - G 24 �`, - - --- - - PROPOSED- - SUF ERMARKET 20 / 30 - - - -- - - i �i , DN/4H SEE SHEET f 1 / FLARED END / -- i R I N1 2 . 25 / ,✓ INV. 8 . 60 ' / J INV! 3C.50 I NY, 9.00 ' 30 � _ -- 6 ' CLF / �� l` 223.2/ D TRS CK RIM x,40.25 �� 12"RCP . - _ - ,` v CB = 42.00 GARAGE i SPACE - 137.00 i O INV = 37.00 68' C)� I Q 34 I z Z ' 4 T� • � Cl 1 I 1 m • I Q)fz: I I � D C r p p Q) I — -'� Z Zp �I ,1 CONCRETE I c►i PLANT (n03 rtl , O 1. 36 --- / 38 - _ / I + O / New Rel ain'ng , O Q Waller 1 1 SIL 0 I 1 I PARKING EXIS TING I �— DmSPACEBUILDING I DWELLING \ I No 160 ! UNI TS m� i I n1 I DWELLING I OFFICE • N0. 166 4 UNI TS r 156.02 - s 1 - --_ DETAIL DEVELOPMENT PLAN CC'NC• WALK PROPOSED SUPERMARKET N STREET PEABODY & SALEM , MASS . BO S T Prepared For Prepared Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.0. Box 1942 Christopher R. Mello P.L.S. Boston, Mass. 02105 lo4 Lowell St, Peabody, Mass, 01960 (508) 531-8121 SCALE 1" = 20' * - DATE JLJPIF 15, 1993 ri opher R. Mello Clayton A. Morin PLS 31317 PE 30969 REVISIONS F 8131 A 1. APRIL 20, 1994 J. APRIL 28, 1995 2. MARCH 21, 1995 SHEET 16 OF 17 'i f I b ON�MEN t M 0N. ,S 10 0? HIGH GRA ESS N M P- 2 GUILFORD TRANSPORTATION INDUSTRIES CENTERLINE OF LOCATION REMAINING TRACK 70-12-5-4 E S 7 -5�E 120.00 20.0 S 70-12-54 E 3 �I\30.235/ 187.75 401.24' 16.OG�' ,5 114- S 67- 0)6.�2 -3t937 E s� 352.02 N 626 00 N PARCEL R-2 o ( N .31 ± A c. Q W C) 30, (0 0 fig, N J � J 0 15 W CO -56-23 W > I N NK 8? � wCo� Lj J O O O 80.1 30. 17 , 53.06 I N 69-16-59 W (0Q)O CO o ' W PARCEL P PARCEL S �� N cJ, S� L VER R W ± 1 2.68± Ac. `0 to MARK A. & STEV/EN P. IST EET fy_ 3.82 Ac. I ENG i f— � � I 3 w Z w N & L/OE MARIA v, o g -C )-_-- w o W � - o L wI I BEA VER S c�a O o �, � �-� a TREE T o 75.29 co co 4) I NG TRI LAM z o 41.78 83_45-50 NOA & N (n o 86 I N -rHI NGU p N I I co N 76-20-2 W AM cr_ S22p_S� 103.08' 67. 10' O �Y I N 70-45-39 W � N 67-17-47 W O I Q ' .Z I N 67-36-19 W 223.31 0 ___ Q _ _ � -- J o �� o� I O Q I N v , m PARCEL J CD N o ¢--1 o O .75± Ac. !2 I � PEABOD Y � ' rn CITY OF Z M 1 Q W "OLDS SOUTH BURYING GROUND" 1.1 J o c� CD U No Q 'L , O a � CL 'I 72.50 STONE BOUNO 156.02 N 79-02-40 W P,S„12 RILE HO BiIN NG - _ N 78-01-17 W PROPERTY PLAN _ _ _ F, 19.49 8 D ��R _ _ .49' CEMETERY - - GRAN 1 MONUMENT C T R 19 - - ' HIGH ^ J 16"x16"x5.5 s T O g8.�8 N 76--- - -32- 9 W O B WIDTH) ?-22 W LAG _ VARIABLE P E A B O D Y & SALEM , MASS. N 84 3 I PUB Prepared For Prepared By. I Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box' �1942 Christopher R. Mello P.L.S.Boston, Mass. 02105 104 Lowell St, Peabody, Mass, 01960 S� LA OUT) Q C (508) 531-8121 U N TY '(H O I W SCALE 0 985 C (ABLE I 1" = 40. VAR W v , 0 20 40 80 120 I { DA TE f I C istopher R. Mello Clayton A. Morin JUNE 15, 1993 PLS 31317 REVISIONS F 8131 A 1. APRIL �0, 1994 J. APRIL 28, 1995 2. MARCH 2/, 1995 SHEET 17 OF 17 { j i • r Stop 'n'Shop I � PkIllIt I - ist il=-Y QTY WTtbNIC^L Nie COrirON Hil- '1E ING IHB P^ G PLP%T)1'%H U5 1ACeRi 01.1' ' MaE)4! p NLXDGA�D t_'/)N DON PL4ANE7Rtff 2/,z - 3" GPj• p6 oh"IWN Vanasse Hangen Brustlin, Inc. 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REVISION DATE APPVD_ 3 P Q l DE SIG B DR CHECKED BY P - 3JG r exISTI Nle �E`) 1`'" R5M^N APPROVED BY SCALE 3 PA sTc PROJECT TITLE � J Q Loll SE p roposcd all -H tiuper & �hup u l PO o U 1 i t Peabud� And tialcm � I IY --- i ISSUED FOR �— oil PS � --___-- - � i'Llillllilg Boa rd, IRl'� ` --- r ' H 15 H- 15LPl K CCLDR- C N L I N K M NCl PR--f, 3,6- SAY ��'f-1 DRAWING TITLE r 5 Pik ' 5 RP GIT LINA- _ 57 �o TO - SRP --]-,.,.:,,..... DRAWING N0. PLS iia OF 51 TE PL -4 5 E-NTiTLF-V w•. sF Pt"" Eta UNIT pf�-:1P-V F IEN7 IN f 't""" DY J ,,l 5kL F M I MA55 , FOR e7P 0 5t-,P SU Pt Ri l wt COM PP4Y AN p dfEFFERil L. MI3)ER C4^R-R FF-ET 's _ 1�11' - 30 0 30 60 ; 3 �� . ao► ��'` C/ \,6TE-" L-/�N55n- ED` ) M tieSHEET OF 17 D 15URVEY ^ 00, IHi , Pi - �e�. ,� I t)NE - JUNE 51 i°�3 ', REV. ^PRIL- V, /°� SCALE IN FEET �4wosc► 1 JOB NO. 3� 1� fiLA1 15 F=i LPdAr:)5C1',P1 N b RJPfD 5e5 c' L-y . Applied Image,Inc. - _ `-\. - - � - _,� 4 -- �. - - - - - -- -- -- - - �` J 7 f y t `� `i_ , -.irt��H'.t.� I I I I� t �.;.-_ ��. f f n Yn� 1 ii I I f t ,`` \�/ `J �^ Rii v / r� v a S� ®D r � .�.,��. �.. �. � f - -_--- - - - --- __ �_ -- I� Issued for: Construction DateIssued: Suer O9z O 21 , 1998 Latest Issue : January 21 , 1998 Peabody / Salem , Massachusetts No. Drawing Title Latest Issue C-1 Title Sheet C-2 :Legend & General Notes 1/21/98 VM C-3 Layout & Materials Plan 1/21/98 Vanasse Hangen Brustlin, Inc. C-4 Grading & Drainage Plan 1/21/98 Transportation C-5 Utilities Play. 1/21 /98 Land Develonment C-6 "Landscape Plan 1/21/98 Environmew 4 services C-7 Existing Condition Plan 1/21/98 site 101 Walnut - :11,eet, P.O. Box 915 1 C-8 Typical Site Details 1/21/98 .�,� Watertown, Viassachusetts 02272 C-9 Typical Site Details 1/21/98 617 924 1770 • FAX 617 924 2286 C-10 Typical Site Derails 1/21/98 SALEM C-11 Typical Site Details 1/21/98 Owner: Locus Map tStop� & Shop Supermarket Co. 1385 Hancock Street Quincy, MA 02169 4 10 s -MI' s I ..:_. 1 LEGEND ABBREVIATIONS Ear PROP EXUT PROP GENERAL GENERAL NOTES L=43,84' 27.2 Tc PROP PROPOSED L -, X TOP & BOTTOM ELEVATION 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL PROPERTY LINE 27.15 BC 27.21 TC MIN MINIMUM PROJECT LIMIT LINE 21 25 X27.15 BC TOP & BOTTOM ELEVATION MAX MAXIMUM BUILDINGDETAILSCEONTRANNTIGUCES,US T O THESTAIRWAYS,ILDI UTILITYNG, INCLUNG SIDEWALKS, RAMP , PENDEITRATIONS, CONCRETE SDOOR Vanasse Hangen BrustUn, Inc. RIGHT-OF-WAY/�PROPERTY LINE \\x 21.2 ELEVATION w/LEADER PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 2t.25 RET RETAIN Transportation — — EASEMENT SPOT ELEVATION w/LEADER Land Development 2. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURBS Pmt BUILDING SETBACK 21 X 25 SPOT ELEVATION REM REMOVE OR BERMS. Environmental Services BORING LOCATION REMOD REMODEL STATE HIGHWAY BASELINE 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 101 Walnut Street, P.O. Box 9151 10+00 � TEST PIT LOCATION ARAN ABANDON BASELINE APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY Watertown,Massachusetts 02272 ADJ ADJUST THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE 617 924 1770•FAX 617 924 2286 CONSTRUCTION LAYOUT ® TEST WELL EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE THE COMMENCING WORK, ■ ■ BENCH MARK EXIST EXISTING AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ----- ZONING LINE R&R REMOVE AND RESET MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE - -- TOWN LINE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL REPAIRS SHALL BE =12'D— DRAINAGE LINE R&S REMOVE AND STACK MADE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO CONTACT "DIG STATE LINE OD OVERFLOW DRAIN FDN FOUNDATION SAFE" 72 HOURS PRIOR TO ANY EXCAVATION AT 1-800-322-4844. — GRAVEL ROAD -CRD ROOF DRAIN ELEV ELEVATION 4. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES • EOP - - "S— SEWER LINE BOS BOTTOM OF SLOPE AND ASSOCIATED STRUCTURES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO EDGE OF PAVEMENT -12 BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. ADJUST ALL OTHER BC BITUMINOUS CURB —OHW— - OVERHEAD WIRE TOS TOP OF SLOPE RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND OTHER • c a CCB UTILITIES TO FINISHED GRADE WITHIN LIMITS (OF WORK. - --- CAPE COD BERM 6'W— WATER LINE VGC VERTICAL GRANITE CURB cc PCC5. CONTRACTOR TO REMOVE ALL EXISTING MANWADE SURFACE FEATURES WITHIN PRECAST CONC. CURB -4'FF— FIRE PROTECTION LINE MCC MONOLITHIC CONCRETE CURB THE LIMITS OF WORK INCLUDING BUILDING, STFRUCTURES, PAVEMENTS, SLABS, v� VGC VERT. GRAN. CURB —3"C— GAS LINE GC GRANITE CURB CURBING, FENCES, UTIL'TY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE � a SLOPED GRAN. EDGING 'AGE— UNDERGROUND ELECTRIC GE GRANITE EDGING ON THE DRAWINGS. REMOVE ALL EXISTING SUBSURFACE UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL WITHIN AND FOR A DISTANCE 10 FEET BEYOND THE LIMIT OF CURB TYPE —TEL- TELEPHONE LINE CC CONCRETE CURB PROPOSED BUILDING FOOTPRINT AND COLUMN) FOUNDATIONS. - - - - - SAWCUT FA FIRE ALARM BB BITUMINOUS BERM 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATFIONS FOR CONSTRUCTION OF MATCHU E MATCHLINE —F&P— FIRE & POLICE CABLE BO BITUMINOUS CURB PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED IN ACCORDANCE SEE ET 2 OF 2 WITH THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, SwL - cArv— CABLE TV NIC NOT IN CONTRACT ELECTRIC AND FIRE ALARM). FINAL DESIGN LOADS AND LOCATIONS TO BE SOLID WHITE LINE NTS NOT TO SCALE COORDINATED WITH OWNER AND ARCHITECT. sn SOLID YELLOW (LINE ® �� CATCH BASIN TYP T(PICAL 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, 6wL — BROKEN WHITE LINE IMDCB DOUBLE CATCH BASIN THE LOCATION, ELEVATON AND SIZE OF THE UTILITY SHALL BE ACCURATELY BYL APPROX A'kPPROXIMATE DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION - — BROKEN YELLOW LINE -�- GUTTER INLET FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE GI SWCHL SOLID WHITE CHANNELIZING LINE • DRAIN MANHOLE RESOLUTION OF THE CONFLICT. SYCHL UMUTY -- - SOLID YELLOW CHANNELIZING LINE =TD= TRENCH DRAIN CIT CHANGE IN TYPE 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE DYL DOUBLE YELLOW LINE I PLUG/STUB F&G FfRAME AND GRAD CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO SL THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. ALL AREAS STOP LINE FES FLARED END SECTION F&C F[RAME AND COVER DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, STRUCTURES, OR PAVEMENT SHALL RECEIVED SIX INCHES OF LOAM AND SEED. r T T STEEL GUARD FRAIL HEADWALL RCP REINFORCED CONCRETE PIPE © GREASE TRAP VCP VITRIFIED CLAY PIPE 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE WOOD GUARD FAIL RESPONSIBLE FOR PAYING ALL FEES FOR ANDY POLE RELOCATION AND FOR THE © CONTROL STRUCTURE PVC POLYVINYLCHLORIDE PIPE ALTERATION OR ADJUSTMENT OF GAS, ELECTFRIC, TELEPHONE, FIRE ALARM AND . . . . . . . . : ::::::::::::: : PATH ACCMP ASPHALT COATED CORRUGATED METAL PIPE ANY OTHER PRIVATE UTILITIES BY THE UTILITFY COMPANIES. • SEWER MANHOLE TREE LINE --- - ---- - -- CIP CAST IRON PIPE 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY -x—x—x- CHA N LINK FENCE • WATER MANHOLECONSTRUCTION NOTIFICATIONS AND APPLY ROR AND OBTAIN ALL NECESSARY WG DIP DUCTILE IRON PIPE PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH THE WORK STONE WALL O WATER GATE HYD HIYDRANT INDICATED ON THE DRAWINGS. RETAINING WALL -.;sv TAPPING SLEEVE, VALVE, CAP CORRUGATED ALUMINUM PIPE 11. ALL PROPOSED GRANITE BOUNDS AND ANY EXISTING MONUMENTATION DISTURBED & BOX RISER HAY BALES DURING CONSTRUCTION SHALL BE RESET BY A PROFESSIONAL LICENSED ' "" PRESSURE REDUCER INV IMIVERT ELEVATION SURVEYOR (PLS). THE CONTRACTOR SHALL PREPARE AN AS-BUILT PLAN — 4 MINOR CONTOUR + SIAMESE CONNECTION PWW PAVED WATER WAY SURVEY SHOWING LOCATIONS OF ALL SURFACE FEATURES AND SUBSURFACE t+ UTILITY SYSTEMS INCLUDING THE LOCATION, SIZE AND INVERTS OF ALL 20— MAJOR CONTOUR �� FIRE HYDRANT UP UJTILITY POLE PIPING AND CONDUITS. WM TSV&B TAPPING SLEEVE, VALVE AND BOX Ts TOP of SLOPE 0 WATER METER 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BS BOTTOM of SLOPE 9 POST INDICATOR VALVE PIV COND CONDUIT EARTHWORK OPERATION AND MAINTAIN THOSE MEASURES DURING CONSTRUCTION. EROSION CONTROL SHALL BE REMOVED ONLY UPON THE ESTABLISHMENT ® WELL OF ALL LANDSCAPED AREAS. Na. Revision oats pvd. Designed by Drown by Checked by BUILDING OGG 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB CAD checked by Approved by ]Q EN GAS GATE SAFETY. ALL CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA � BUILDING ENTRANCE GM Scale Dote oGAS METER STANDARDS AND LOCAL REQUIREMENTS. None 181/197 LD LOADING DOCK _ Project Title ° BOLLARD • ELECTRIC MANHC�E 14. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO nSUer Stop & 5110 ALL LOCAL MUNICIPAL STANDARDS. WORK 'IiWITHIN STATE R GHT-OF-WAY SHALL Y p ►. g:. ❑D DUMPSTER PAID © ELECTRIC BOX CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR 5 EM } T SIGN ELECTRIC METER HIGHWAYS AND BRIDGES. PM DOUBLE SIGN �: � LIGHT POLE 15, ALL HANDICAP ACCESSIBLE NF RMANCE WITHCTHE AM RSCANSAND WITSIDEWALKS DISABILITIESSHALL 1 a i; • PARKING METER ti FLOOD LIGHT BE CONSTRUCTED NCO o Peabob / Salem, Massachusetts r .a ACT AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (WHICHEVER IF Y `' 'r• •' SINGLE LUMINAIRE MORE STRINGENT). Issued for 10 PARKING COUNT ..� Construction DOUBLE LUMINAIRE 16. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL COMPACT PARKING STALLS �_■ - f{ TRIPLE LUMINAIRE OF UNIFORM TRAFFIC CONTROL DEVICES. CROSSWALK QUAD LUMINAIRE 17. CONTRACTOR SHALL COMPLY WITH ALL REQUIRMENTS IN THE ORDER OF CONDITIONS. 0 CONC. PAVEMENT WALL PACK Drawing Title 18. SEE SITE LIGHTING PLAN FOR SITE LIGHTING, TELEPHONE SERVICE, ELECTRIC SERVICE, AND NORMAL PAVEMENT TELEPHONE MANHOLE _- FIRE ALARM' Legend & General Notes • 0 HEAVY DUTY PAVEMENT TS 19. SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE � HANDICAP RAMP o TRAFFIC SIGNAL WITH THE REQUIREMENTS OF BOSTON GAS COMPANY. D SIGNAL BOX HANDICAP PARKING FACP FIRE ALARM CONTROL PANEL VAN-ACCESSIBLE HANDICAP PARKING FEI VAN FIRE ALARM BOX Detail no, TRANSFORMER PAD Drawing Number 7 ARCH. DETAIL (SEE Sheet no, ARCH. DRAWINGS) C-2 MANHOLE t UTILITY POLE 0- GUY POLE Sheet of © HAND HOLE 2 11 ® Project Number PULL BOX 03834 38341eg.dwg — �- 7'-"--'_—___.-__-_-. .—__ -v.. . .-aa/+enlvrc3°.'+:_A =z:=. r..a:.tir+ '.i0tw4-JF+r-r-s.i°c._-�.-•3-; _.ar,F3r,..+n:w-iG•-Nr_.. ... -..r-__...__,e .s.._ -•-r--- �-,.- _..- ...i. ..-_-. ear...-... ._ _. _ _ . _ __ - - - IO j M� Vanasse Hangen Brustlin, Inc. Transportation ,%' _ Land Develo`p,�m�enntt, 'v i;%L , TI Environmental Services i HEAVY DUTY PAVEMENT �� , TYPICAL 101 Walnut Streit,P.O. Box 9151 rs v.J♦./'•, .j1-111r-J\h�JL �.)t.��f\I ,. i _ _ - Watertown, Massachusetts 02272 617 924 1770•FAX 617 924 2286 NORTH RIVER CANAL �NITNE�S MONUMENT (G-RANITE` 6"x 8'x 2 HI';H Ay ACR(B)- NEW BITUMINOUS _.._ �� __ -- _� -_ _ _ -- --- - - _ _... --- - _.._ -_.-_ _ _._ . _ ------ CONCRETE " -- = '_`_ - - -- _._ --- ----- --- --- --- CONCRETE SIDEWALK MEET EXISTING - CURB 25 R-' PAINTED V C CROSSWALK 18 R1-2 Irl 1 . • G U R1-1 _, EMERGENCY ACCESS RAMP ' -PCC 4'R i� 5+00 m 6+00 r PCC 7+00 `� � '-•C -� _ - -- W TYP 1+00 2+00 3+00 L2 4+00 ` 5 70'12"54"E • F'G'CN: i i N 5'R - [ - BOLLARD r� a - - - - _._1• _ __ _ - ul 25'R __ _ 204' STA: 6+12.64- TYP + G _ VGC 4 R �' _ OFFSET: 12' R r` h STA: 7+53.88 --- ; -- ACR OFFSET: 12' R OFFSET: 61.72 ., "-•q '-ONEQ rcAl S10iNG w j ACR(B) ® _ VAN LIMIT OF t _ �' a _ - (�" m I Z CANOPY ---- ��CONCRETE lee �.. U I I'-9' TYP R7-8 (TYP g• 0 14'-�__L - �_ _- -_ - / y PAD :u 24 EACH H.C. CONCRETE Tr - - -- 7 , ` rT' \ TYP � t 9' TYP STALL) SIDEWALK TYP - 1 r �OGF z o '_ ,` _---- f DOCK G� OFFSET: 22.31 P ! RETAINING WALL PT 8+65,06 X 18' 30' 18 -n 12' M 8 rn N BITUMINOUS CONCRETE r- > • 4' HIGH Tom' 5'R m LETTERS v TYP 4'R PAVEMENT TYP TYP Q Q a' c) STA:8+66.06 z Q TYP rn OFFSET: 20.00 L 0 UJ o ® PROPOSED PC = 9+10.96 � � N ,� SUPERMARKET N { OFFSET: 201702 L X o ® FFE=12.5 N R T PAINTED STALL g TYP m � MAIN BUILDING: 63,013 SF + � ONC E E 2 + `o' PAD (TYP) STA: 9+59.81 Z• . ENCLOSED RECEIVING: x_,457 SF v MARKINGS TYP TOTAL BUILDING: 6,x,470 SF 2 2 U r P + OFFSET: 25.95 L ` m PCC --I {--g' TYP Z CHESTS ON DOCKS: 1,230 SF God 1 w ® TYP I I j z o TOTAL GROUND COVERED: 64,700 SF / U TOTAL MEZZANINES: 11,432 SF + V B) O / �- �• ,gyp VGC, 476.14 R ® �_ oz z /� �� " R OFFSET+ 18.53 L CC C�CONCRETE RETAININIG SIDEWALK TYP 14' LIMIT OF o WALL I L4 27.36" 9.5' S' e' 8' 5 9.5� .PCC O -6' TYP CANOPY l r L25CR -- 'R 37.78 ��Z 4R-)4,R 4 R ao 1-,y ACR o x �� Ln Z N 9' TYP �e v • PAINTED - �" > 14 8" CROSSWALK 00 '� _ a Z. o STA: 10)+44.43 CD c� O N I 204' OFFSET: 19.78 L 1 = + 0 18' > > Q c ± TYP 4 R oma° ° ____ — N 67'32'10' - - --- _ MEET NEW CURS MEET EX TING N p 86.72 - TO STfAIRS CURB - 0 13.14 124.42' 4'R 10 18' 15' 15' / R7-8 •i Q ?� o WALL �( Y 20 -� 95' 48 11 48 23 \ -' TYPICAIL EACH o - 18• / H.C. STALL) NEW U, CONCRETE J vi 5'R o EXISTING STONE WALL _ PLANT BUILDING a C3 r, TO REMAIN 7 5 °' No. ® 18 — j �^ 1 Designed by Drawn Revisi�by Checked Dote by p� 3 Z o c .� -i RETAINING CO) / TYP T(P WALL 4R o v , m -)-A: 1+94.48 ..i `-� ' CAD checked by Approved by 3 OFFSET: 65.43 L 6" SHADOWBOX FENCE 5 R 10' Li — 3'R RETAINING 1 R COVERED PASSAGE FROM scoie 1"�0' Date lrll/'97 Z o0 18' WALL + 10' NEW BUILDING TO EXISTING Project Title + ® SAWDUST I 16 5' C141 6, o/ NOTE: �, SILO 2B'-- RETAINING Super Stop & Shop WALL LOCATION OF SAWDUST SILO o AND CONCRETE PLANT ARE ,,,>: MEET EXISTING TO MEET EXISTING y ti SUBJECT TO CHANGE DRIVE o EXISTING BUILDING AND t ,�..w = Yt;.!!•:t C "+ i;(7)i✓F:`tto RETAINING WALL TO BE REMOVED ; �a1f to =43•blf FL 1 , _ Peaboby / Salem, Massachusetts tD >`2Atd TE LIMI N1 r-' y'`/� ".--•� \ Issued for N 6" . HIGH i.'._ `-NEW WALL FOR + STA: 2+63.59 " � OY REMAINING BUILDING STREET COII$tTI1Ct10II N OFFSET: 27.43 L as ,•r;:_�, U.,t.t. ' ___..._. _....w. .........-•,..--•.,....- ,_ •-•-•- yy{iw .o_...-----• �/d In� `-. .\. I, .i4.•t - 711 t ,SAI• _ Variab/e Bna j OS �pUblic ►7 Drawing Title SIGN SUMMARY R=?f3.49 r, r Layout & NUMBER TEXT LINE DIRECTION DISTANCE 1 L1 519'47'06 W 44.91' Materials !� s v Y L2 S70'12'54"E 732.64' s 1 F, sc R1-1 30"' 30' c4;" ' L3 S18'50 03"W 228.25" 1ay�Ut L4 S70'12'54"E 43.01 Pan ` re• > nty OU ( 1 9 �' w nFln g,, l e Ards . vada R1-2 30" 30" CURVE RADIUS LENGTH DELTA Drawing Number C1 112.00' 50.71' 25'56'35" RESERVED C2 88.00' 90.55' 58'57'17" PARKING C3 52.00' 58.13' 64'03'20" **R7-8 12" 18" ® i C4 28.00 75.28 154'03'11C-3 I f **ADD "VAN ACCESSIBLE" WHERE APPROPRIATE Sheet of 3 11 f. - 40 0 40 80 Project Number 03834 SCALE IN FEET 3834dm.dwg O Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services r I t w, I \ 3 -- 101 Watertown, Street,ut Massachusetts 02272 617 924 1770•FAX 617 924 2286 { c DMH 22 CB 19 CB 20 C8 21 DMH 27 NORTH RIVER CANAL 1 = R=10.0 1R=10.0 R=10.0 R=11.6 F 10.1 _.. DMH 28 II _ R=10.0 20" RIPRAP CB 18 DMH 26 MH 3 R-10.0 - _ m DMH 28B D=9.15 3A OVERFLOW BERM •.! , o ' s + -} R=n.t R=10.o J0/G1 EL=8.7 x R=9.2 FES 1 18"RCP I=7.00 8.9 r } • a,0 103D 1 35 D 1 "D 1 • 1 D 1 •D 5+00 6+00 x8'8 x ' +00 x8.9 _ _ _ _ 4+00 PAVED - -T- - - - - - - -- - - - - - - - - - 26�G x 14'W x 1.33 DSP INFILTRATION TRENCki r I A -- I I I + CB 34 \ SWALE FES 2 0+00 ti. 8 \ I=6.00 11.83 �•. 204 o D 6�, • t TOP OF � 04 �. I=5.90 • -. P WALL=10.0 u o ( S 3 10.65 a = � 18'RC 1=4.75 `-.' '(• • • � 00 CB 12 CB 13 CB 14 tR 15 LIMIT OF4-4--40 R= 0.0 R= 0.0 0.0 AN t� 0x \ / DMH 33B CANOPY R-9.1 ` 14" x8.33 f RETAIN I WALL ' TD 4 TOP OF WALL=20.0 R=8.25 300"LG x 14'W x 1.33'DP INF TRATIIN TRENCH - _ DOCK R 6 DMH 32 - - - -,- - QQ ++ x9.2 �/ k - • I=6./ 0. IN / �0 R=9.1 Ill _LL T � . .. P eY ( TOP OF +'T - - '- - 1 10 3 1 .35 '35. i = c� I WALL=17.0 C(Do• I , ti� Q `� RD5 DMH 930 +� DMH 17 I-6.75 DMH �8 i ^ R=11.6 Z cp\ - R=10.35 18 RCP 24"RCP i a pf o Rk _ PROPOSED TD 4 60 � TOP OF ® I M R=8.25 8.33 x8.8 Cl- 'MALL=22.0 ---- r 10.6`.5 10.6 106 r$� �, , t I C4 SUPERMARKET PAVED RB 8.5 1 l ` DM 9 DMH 0 I I �� FFE=12.5 `� SWALE 97 �� I I t I R=1o.4 I 8.33 i Q i R�lo. to fvlH 5 w + D MAIN BUILDING: E3,013 SF / R=11.6 + ENCLOSED RECEIVING: 2.457 SF V r. TOP OF DMH 2 + R=10.15 � TOTAL BUILDING: 65,470 SF �, WALL=38.0 ® CHESTS ON COCKS: 1,230 SF • �, -TOP OF v - TOTAL GROUND COVERED: 64,700 SF WALL=t TD 3 TOP OF 9.2 _ "s `i •I', - � TCTAL MEZZANINES: 11,432 SF JR-8.25 + WALL=11.0 "� �� \ 0.3 1 .3 E•p. )<0\_1 DMH c9 �--LANDSCAPE 4- 4 -a- _ -j - - - RD4 -► f 0R-B.t6 AREA • TD 2 I=6.75 DMH 378 R=8.25 y- � TOP OF CB 4 270'LG x 14"W x 1.33'DP CB 5 CB 6 R=328 �� INFILTRATION TRENCH R=10.0 R-10.0 \ TOP OF WALL=40.0 w 0 00 CO IR-10.0 14" - LIMIT OF o WALL=15.0 �� - ► CANOPY _ TD 1J - - - - _ - - - - - - - - - - - - - - - - - - - % CCB 35A R=8.25 RETAINING TOP OF /�- - - - - - - - - - 0 12� f: N L=32.C�^ WALL CB 3 x RD2 DOWNSPOUT at / WALL=38.0 R=10.0 12 O 1 INV.=26.05/WALL N T OF - 16 1 11. ' 14 I=28.0 INV.=9.1/SWALE W L=36.0 -a- 11 2 CB 35 TOP OF TOP OF TOP F WALL=34.0 R=10.6 4) m --------24- 2 �, R=3s.2ED- 2C4" W~=3 p WALL 40.0 p _ 2 1.83 12.0 N 67'32'10" W 3 L + -UNDERDRAITN NTH 7 ❑___ _ - - TOP OF °- 4 PVC x' rn "� DMH 37A O 6' PERFORA TOP OF - o-�- I=40.0 ® I=710 WALL=18.0 WALL=20.0 3 .0 o x TOP OF LL= .0 37.0 ^I, R-3b.8 / I=28.9 00 12•RCP 35. OP OF W 12 1:1 RIPRAP SLOPE T L-TOP OFTOP OF I _ WALL-42.5 - WALL=32.0 Qi - - FFE=43.0 WALL=42.5 CB 36 -- ----- � R=42.3 No. Revision Date lAppvd. 36x 37'0 Designed by Drawn by Checked by w -- v 43,5 CAD checked by Approved by . ' a 37.0 � 42.a 1 / .0 x37.0 scale Date TOP OF 1/21/97 MEET 2.9 EXISTING X WALL=44.0 Project Title oWALL _ oo Super Stop & Shop + 4 N ® TOP OF 3 RETAINING WALL=20.0 � u7 0 14.0 WALL 13.8 / 45. TOP OF 14.0 Zo 39.8 x 4 . x x WALL=45.0 16 p • � � �,�f� �;, � Peaboby / Salem, Massachusetts k3 ,S Issued for cn COII$tI'11Ct10II PEABODY '` -- RF 7T OP OF _ Widths ST 4E 2$ WALL=20.0 - SALEM J _ Variab BOSTO le ,�T �PUblic Drawing Tltle Grading & _ Drainage T NOTES: Plan S� , t 1. ALL PIPES SHALL BE PVC UNLESS eOUrlty 1 th)U OTHERWISE NOTED. (1985 ble WId -- vorl a Drawing Number C-4 Sheet of 4 11 40 0 40 80 Project Number SCALE IN FEET 03834 3834gd.dwg N• G . Q� WASTEWATER C/; PUMP STATION R=10.5 I=3.05 GT -- !�,-;'r' 1-3.00 G) I=5.00 OUT ` 8000 GALLON Vanasse Hangen Bmstlin, Inc. GREASE TRAP R=10.5 -_ +rrr I=3.60 IN Tt8II8POft8t10D 1: 3.35 OUT) DMH 22 CB 19 CB 20 CB 21 DMH 27 NORTH RIVER CANAL Land Development R=10.1 R=10.0 R=10.0 R=10.0 R=11.6 I=7.00 18 I=7.75 WYE I=7.75 WYE I-7.75 WYE 1=5.85 26 Environmental Services -` -r .�,,,. • --- :----.__ 1=7.65 OUT I=8.20 TRNCH I=8.20 TRNCH I =8.20 TRNCH = . r I-5.85 OU DMH 28 -•-- 1 walnut Street, P.O. Box 9151 `• I CB 18 _ . " - R 10.0 1 - - - DMH 26 t=5.25 27 0 DMH 3 Watertown, Massachusetts 02272 R-10.0 _ - m DMH 288 R_9.153A -- R=11.1 I=5.30 28B I=7.75 22 -_ I-6.05 22 ----- -_. _.- J R-10.0 0/Gl I=5.2 0 G1 617 924 1770•FAX 617 924 2286 1=8.20 TRNCH --_-._---_-.__ ..___. _ -.__�.__...__ ._. __. x I=600 �RDI) R=9.2 I=5.2 OUI=6.05 OUT vFEST 1 I=5.70 FES1) I-5.5, 32 _ 8• TAPPING 10•p 10"D�, 10"D •p 10"D 1' 1a"D I=5.70 OUT I=5.25 OUT 18'RCP I=71.00 SLEEVE - - - - �• • 6•(PVC)S , _ _ - 1 -------- - - - - AND VALVE � _ - _ -- _ - - - - - - - - - - - - - 5+00 s+oa ro +oo -I T - - - - - - i- - - W I I C� 34 PAVED 26b LG x 14'W x 1.33'D�P INFILTRATION TRENCiT1 R 4 / SWALE FES 2 0+00 - "_• � �•. .r? 204' o,�, RL„ 6` • 8" I + rA .15 air I=6.00 -- �' �! GQ I 18 RCP FES 3 -21/1 PVC SF - - - - - - - - - - - - -2 PVCSFM- - ( A EDRAILROAr, w e� _ L , •1. 8•(PVC)S - CB 12 CB 13 _ CB 14 C6115 4�' LIMIT OF t AE1. _..._. i' �j`�C't `_' °� x�� / I DMH 33B -_.. R=10.0 R=10.0 LT�AO'N 0.0 R 00 -�i1.+U4ri4- • I-8.20 TRNCH I=8.20 NCH 20 TRNCH ]=8.20 TRNCH N 14' _ ;- CANOPY R=9.1 p i=5.15 33A SMH 1 [=7.65 OUT I=7.65 OUT .25 OUT 1=6.95 OUT --' ,'; -/ r f-;' TD 4 E RETAINING I=5.05 OU j _ R=8.25 R=10.65 m ' ETA i� - _ ~ _ r lR�,:' I=6.75 OUT G3 1-6.5 OUT 300_LG x 14'W x 1.33'DP INF TRENCH - - - - - - - ,.;�-__ ;. DOCK R 6 • ,• p � / k DMH 32 ' I • - - - - - - - - - - - - - - • "\ \ r _ i , L1- . 1 I=6.7 0. �N R=9.1 Ali-- - - - - - - - - - - - - - - - - - - - - - - - - - 1=5.55 R06 -->7� ' 1 { MH - - - - - - - - �_- vP �f. I t I i 0.61r11 �r w •G� PT = 6. 6 I=5.55 0 Gt 4 I-5.25 8" l} i ��iGQ --"" v 'C I=5.55 ) , I I =a.58 Ex Ip0 0 0,� o tiIS` RD5 DMH 30 �o 0 o DMH 17 I=6.75 R-8.9 31 } I DMH 8 ► R=11.6 Z \ i-6.0 TD4) J O'1 C', I=5.9 29) R=10.35 18 RCP 24 RCP [=6.30 t Q a t I=7.20 3 I-6.30 a- I-5.9 I(XJT) T -`'_____`- i I=7.20 4 I=6 1 a Q1 VA Pi ' " I I=7.20 12) % PROPOSED TD 4 P = 9+1 �H I=7.20 13 'n R=8.25 I=7.20 OUT 0 � CB 31 o SUPERMARKET I =6.75 Du 8, 8"x8"X6" R=8.5 DMH 9 DMH 10 FFE=1 .5 4 D Alk TEE _ R=10.4 R=10.4 Q 00 2 [ 6.3 OUT I I=6.80 5 tb I=6.60 6 10 DMH 35 * PAVED 6.80 14) I=6.60 15) MAIN BUILDING: 63,013 SF / I=6.80 8) 1-6.60 9) R=11.6 ENCLOSED RECEIVING: 2,457 SF * �o a SWALE / DMH 2 I=6.80 101JIT) (=6.60 OUT =7.00 UD P +R=10..15Ili -7.30 R02 TOTAL BUILDING: 65,4-70 SF �Q O "W G2 , n O s r ' � I=8.cao ou 1=7.00 CHESTS ON DOCKS: 1,230 SF TOTAL GROUND COVERED: 64,700 SF 3 RETAINING TD`r TOTAL MEZZANINES: 11,432 SF R=8.25 + WALL I =6.75 OU 0 I Q>< DMH 29 - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - RD4 - • TD 2 I=6.75 I 6.6 TDi �- - - - - - - - - - - - - - - - - I` - - - - - - - - - - - - DMH 8 R=8.25 I-6.6 TD3 C4 B 4 270"LG x 14'W x 1.33'DP CB 5 C8 0. R=2 .9U�- L4 I=s.7s ou Y G� i=6.5 RODu4 RETAINING 0 00 .o R=10.0 INFILTRATION TRENCH R-10.0 R=1o.o =8.20 TRNCH I =8.20 TRNCH I=8.20 TRNCH � CANOPY I-27. ! ALL - I=7.65 OU I =7.25 OUT I=6.95 OU - 14E LIMIT OF .� - - - - - -_ - - - - -- -_ .- - - _- 4 E 9E- - - - - - - - - - - - - - _ - - - - - - - - - - - - - 11 CB 35A R=8.25 _ 72� f: N R=32.0 I=6.75 OUT cJ CB 3 RD2 i=28.00 u R=10.0 I=7.50 iv i=8.20 TRNCH \ [=7.65 OUT 14, 8.0 CB 1 0 CB 35B I ~, R-10.6 O O RETAINING N R=36.2 I=8.2s T WALL i=29.20 OU `- 2 04' r o + - UNDERDRAIN WITH N 67'3210" W- ty 6 PERFORATE ---� I=40.0 -❑-a-o_❑ PVC c4 O ' � I=7.�0' �\\-1=28.9 ,� DMH 37A / _ R-38.8 �RCp I=33.80 36 I-27.25 378) 4-4 I=9.1 swde CB 36 R=42.3 r,1 I=34.0 IOU 1ii��►►► J O z o X O O - O + No. Revision Date pvd. RETAINING O O/ Designed by Drawn by Checked by WALL / E, CAD Checked by Approved by AScale Date 1n1�7 ii 6 � jF(1 t Ar. O r ••' `i i T` r Y '31Ei6 } Project Title Super Stop & Shop Gitd,P�ITit{k1EFi' + �,. '� ,' SALEM fable Width) blic - i � Peaboby / Salem, Massachusetts Issued for Construction t 2b.d' I Drawing Title i� AJN o��ty 'a�U t ' i 1985 c e width) Utilities ( vartabl i Plan Drawing Number C-5 Sheet of j - 5 11 40 0 40 80 Project Number 4 SCALE IN FI=ET 03834 3834ut2.dwg 4k NORTH RIVER CANAL r , Taj�l,• MONUMENT Vanasse Hangen Brustlin, Inc. C ossw K I I ® __ _ _ i� j FOR DETENTION BASIN Transportation 5+00 6+00 7+00 �\ PLANTING SEE DETAIL Land Development 1+00 2+00 3+00 L2 4+00 / SHEET (SHEET G-11) Environmental Services D + // 0+0o N \ 204' /// 101 Walnut Street,P.O. Box 9151 • '� 3 J 3 J w; ,, c.` �.- / / Watertown, Massachusetts 02272 2 P4G 2 M r 3 R 3 R I, -�I ILRoA` 617 924 1770 FAX 617 924 2286 ® ( 3 J LI\OF f�_,—.__ ____. +ctrl ! x / 3 JL. z , 1 0 14• CANOPY 0 3 PC - %?7LOAM 4 SEED �. 51•IED, ��11LY DOCK SWALE WITH 3 J'' 2 M b � RICE CUTCH S 2 PK 3 R IRON PIPE �Q p ® 3 R J. ► FOUND & HELD) __ PT = +6 • • ;)��3 3JC m TC Z _` • QAM 4 SEED �^ � J AM 4 SEED 3 J PROPOSED PC = 9+10.96 i--�. 2 WALE WITH 15 CN so �._ { ! N RICE CUTC�RASS� 3 R I � J z N SUPERMARKET - D N PG MAIN BUILDING: 63,013 SF + -�- M ENCLOSED RECEIVING: 2.457 SF TOTAL BUILDING. 65,470 SF QPV +O 2 CHESTS ON DOCKS: 1.230 SF TOTAL GROUND COVERED: 64,700 SF I' 3 J ® 2 MC TOTAL MEZZANINES: 11,4„2 SF + I j I 2 PK O 3 R o0 M 'a I U) 5 RC 3 VG c� wL 3 IJ 3 IJ r� 14' �L.IMIT OF o x L4 3 RP 5 RC 5 RC CANOPY o ' ' ' o 2 PK PAINTED 6 JG .. D 14' CROSSWALK � PCCN --kin k HELD + - -- -- 204 -- 5 EA 2 P,, -OA 4 SEED 5 TC REMOVE DEAD TREES AND SELECTIVELY PRUNE EXISTING - 46 YOUNCz HARDWOOD TREES TO REMAIN. o / X 0 ro' HICxH PRESSURE TREATED WOOD "SHADOW 5UX" STYLE FENCE No Revision Date PEABOD Y GRAwTE MONUME NT . .•---�- Designedl by Drawn by Checked by SALEM (FOUND) Width) STREET` ►/oriab/e CAD chercked by Approved by OS'f Sys O (Public scall* 1w-40' Date 1/21/'97 6 RC PROP. GATEWAY ARCH l Project 'Title I Super Stop & Shop 40 0 40 80 "- '"' SCALE IN FEET NUt Peabob / Salem, Massachusetts t X985 c° width) issued ,or v°rj0ble LANDSG,APE NOTES PLANT LIST Construction L ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED CAREFULLY 93EY Wy. a tANr-.AL 14 "a ca"t"+oN 94M sta AS SHOWN ON THE PLANS FOR FIELD REVIEW BY THE LANDSCAPE ARCHITECT 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR PRIOR TO INSTALLATION. FOLLOWING DATE OF FINAL ACCEPTANCE. MC 8 MALUS X 'CEINTURIAN" CENTURIAN CRABAPPLE 2t,2-3' CAL PA 6 PLATANUS AGERIFOLIA "BLOODGOOD" BLOODGOOD LONDON PLANETREE 31,12-4' CAL 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES 10. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY F`K 13 PRUNUS 5ERRd1LATA 'KWANZAN" KWAINZAN CHERRY 31'z-4' CAL AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. SNOW FENCE.ERECT SNOW FENCE AT THE DRIP LINE OF THE TREE. PC- 4 PYRUS CALLERYANA "ARISTOCRAT" ARISTOCRAT PEAR 3�'2-4' CAI. Drawing Title CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS WITHIN THE TC 11 TILIA CORDATA "GREENSPIRE" GREENSPIRE LITTLELEAF LINDEN 3V2-4' CAL 3.NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND LANDSCAPE AREAS. ANY DAMAGE TO EXISTING TREES, SHRUBS, OR LAWNS CH 30 TSUGA CANADENSIS CANADIAN HETILOCK 12'-14' HT CONSTRUCTION HAS BEEN COMPLETED M THE IMMEDIATE AREA SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST PN 10 PINUS NIGRA AUSTRIAN PINE 8'-9' HT Landscape TO THE OUNER PS 46 PINUS STROBU5 EASTERN WHITE PINE &'-1'HT 4. 3-INCH DEEP SHREDDED PINE BARK SHALL BE INSTALLED UNDER EA 5 EUONYt"" ALATUS "COMPACTA" DWARF BURNING BUSH 2'-2k2' HT. ALL TREES AND SI4RUB8, AND IN ALL PLANTING BEDS, AS SHOUN H. AREAS DESIGNATED "LOAM i SEED" SHALL RECEIVE 4' OF LOAM AND JC (06 JUNIFERUS CHINENSIS "SEAGREEN" SEAGREEN JUNIPER 18-24' SPD Plan ON THE PLANS, OR AS DIRECTED BY OUNER'S REPRESENTATIVE. SPECIFIED SEED MIX LAUN8 OVER 3:1 SLOPE SHALL. BE PROTECTED JH 0 JUNIPERUS HC)RIZONTALIS DEPRE55A PLUP105A COMPACT ANDORRA JUNIPER 15"-18" SPD. WITH EROSION CONTROL FABRIC. JS 18 JUNIPERUS SARrsENTII SARrsENT JUNIPER 18-24" SPD. 5-• ALL TREES SHALL BE BALLED AND BURLAPP£D, UNLESS OTHERWISEEROSIONIJ 6 ITEA JAPONICA "BEPPU" DWARF 5UJEET5PIRE 18"-24' HT. NOTED, OR APPROVED BY THE OUNER'S REPRESENTATIVE. 12. THE CONTRACTOR SHALL HAVE ALL FALL TRANSPLANTING HAZARD RB 15 RHODODEND1RON "BOULE DE NEIGE" BOULE DE NEICsE RHODODENDRON 18"-24" HT. 6.FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS SHOUN ON THE PLANTS DUG M THE SPRING AND STORED FOR FALL PLANTW-s. RP 21 R40DODEN01RON PJM PJM RHODODENDRON 2-2/2' SPD.PLAN. THIS NUMBER SHALL TAKE PRECEDENCE M AN CASE OF ANY 13. LOAM . D SEED DETENTION BASIN SLOPE WITH VC 6 VIBURNUM CAIRLE81 MAYFLOWER VIBURNUM 2-21,,2' HT, DISCREPANCY BETWEEN QUANTITIES SHOUN ON THE PLANT LIST AND RICE CUTGRA56 (LEER8IA ONYZOIDE5) ON THE PLAN. 1. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN 14. PLANT DETENTION BASIN PLANTS M CLUSTERS OF THREE WRITING BY THE OUNER'S REPRESENTATIVE. PLANTS, 2 FEET ON CENTER Drawing Number 8. ALL PLANT MATERIALS INSTALLED SHALL MEET OR EXCEED THE 15. LOAM .AND SEED ALL AREAS NOT OTHERWISE TREATED. SPECIFICATIONS OF THE 'AMERICAN STANDARDS FOR NURSERY 16. THIS PLAN IS INTENDED FOR LANDSCAPING PURPOSES ONLY. STOCK' BY THE AMERICAN ASSOCIATION OF NURSERYMEN. REFER TO SITE /CIVIL DRAWINGS FOR ALL OTHER -6 51TE CONSTRUCTION INFORMATION Sheet of 6 11 i Project Number 03834 3834LA.dwg I ! . I f o � I r. Vanasse 8angen Brustun, Inc. w v1 BENCH MARK 1 BENCH MARK Q NA /NKRA/LROADNAIZ T 17E �on � opment CH/SEL .CUT ON v AUGUSTINE J. MERUNA, ELEV 9.43 � Bnvirommental services I BRIDGE ABUT. TRUSTEE SOUTH ESSEX SEWERAGE DISTRICT ELEV 10.59 � r 101 Walnut Street,P.O.Box 9151 II� o W 02272 I ! 1V0RTH CANAL 617 924 1770 FAX 617 924 2286 i I - z MASSACHUSETTS ._TRANSPORTATION _AUTHORITY S70y134 E oo'1 GUILFORD TRANSPORTATION INDUSTRIES W S70y1s4£ 2JO00' I i B S6T49 ,351.01' ' J PAVED DRIVEWAY ..��, S70y154 E Q E Z E ` of �33 ABANDONED RAILROAD SIDING "Tt'otill5 N i DIRT OAD RA ABANDONED RAILROAD SIDING �. SHED, ROpF ONLY ��R 14 OgxtAwo ' CONCRETE FLOOR SAW MILL lic c S MARK A. & f /F TEvEN P. ENC ! I BENCHMARK r P D DRIVEWAY gENSO SEAL R/M SMH o M�F B ; S ELEV. 11.80 PICKET (/NV 4.97 8 E OIL RE � �— t SHED �,' i "' PICKET I ® 10 JOE & MARIA GROUND=12.97 GEORGE r� CONCRETE � � � ,. , �� 30 F, CK�LI W PAVED AREA SHED EIN,C .q O BUIL G yOgNG z p �h N titi irk WAREHOUSE ,� '4My �/ � ti RAVES �// N qM V K GUy�N `O LIN F.F.E.=31.73 a ` a`i y REMAINS 2 R TAINING WA BITUMINOUS � O mj E.=28.2 ' pAVEM F (BRICK 2'to, w 3 - :36> T P NG v BOILERHOUSE �`L� � �0' N7045:3' W G _ D Q Z � Z H ..� DSTONE f Q I t — HIEA 3 00 � ADSTONE SHED WOO a c� RETAINING t E f y WAREHO11 i No. Revision nate pvd HEADSTONE E.=33.84 Designed by Drawn by Checked by s CiONCRETE WA RETP� t OF PEAgpDY 33x4' STO RASS OUS i CAD checked by Approved by •��, ^ EADSTONE CI BUR�NG GROUND 38. ' I AMENT RT. score iN � Date Inl/97 •Q�E SO IT. Gj i Project Title 5 e - RI WO RA �6 3 3 Dy,�NG F E A 1fi0 ; Super Stop & Shop � -F,F..E•=48.75'.;; ; ; a OFFICE F.F.E,=43,06 i 3 ,r.ua WF11MG '-- 4 E.=4 CONCRET 4 4 4 i WALK v QQ �t3 _NG F.F�3 61 'AINING WALL i i FFE 43 4 F• _, i Peaboby I Salem, Massachusetts 29 h PEABODY 0x6" CONCRETE SIDEWALK Issued for �dth j sD� i Construction SA,LEl►'1 _ i/o,lable 1949' }9g.48 ' BO jv1� 722'W N76;3239,w I � �RARM i Drawing Title 49 A . BOX � Existing S t - Conditions Ic U 985 cove tY h) Plan ortobl a dtV Drawing NumberC-7 J 11 1 Sheet of 7 11 • � Project Numbs. ,; ___________.._.___-------------._-----------__.____ _.____ ---___.-.--- - _ - - -._._._----__.___._ ----------- ------__.-___ --. ----_----_ _..`—_---------------- ----- .._._.__..__---- ------_ .__._. -------- -----_—_____— __.-._-_-_ -----_- --- ___ _------ _--•--------._._.__- ____ _ 03834 3834ec.dwg ! i l � 168 DISTANCE VARIES NOTES' 1 �e below--\ fr Concrete typical NOTES: SEE DRAINAGE PLANS 20' 1. TRENCH DRAIN SHALL BE HEAVY DUTY TYPE 24" DIA. 1. ALL SECTIONS SHALL BE DESIGNED FOR DESIGNED FOR HS-20 LOADING. INLET T_P_ 30 Seal with �-�� _ a OURIT 15' MIN. a caulk Inside N r r"'�'`�' I TRENCH DRAIN CATCHBASIN ,— and outside HS-20 LOADING. (FROM DMH 32) --- �—� 2. CONCRETE SHALL BE COMPRESSIVE -T • LT _LSl 1.0T__ 2 COPOLYMER MANHOLE STEPS SHALL BE i A I STRENGTH 4000 PSI, TYPE II CEMENT. N S/INSTALLED AT 12' O.C. FOR THE FULL 1!S ` I I DEPTH OF THE STRUCTURE. 0 3. TRENCH DRAIN GRATE SHALL MEET f/�' Alumina 22 24_ 21 t5' , valla.SSe Hanger BTllSthlt� Inc. 48" DIA. MANHOLE _1 10000000000000000000000000000000000000000 AMERICANS WITH DISABILITY (ADA) _ -��- -- - 3. PROVIDE "V' KNOCKOUTS FOR PIPES N'TH REGULATIONS. w� RCP ALTERNATE TOP SLAB 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. 12 - z � °i �� (STEEL REINFORCED FOR HS-20 LOADING) MORTAR ALL PIPE CONNECTIONS. A i A ' A a 5 �- Land Development 4. JOINT SEALANT BETWEEN PRECAST SECTIONS _ _- a }A N o A Environmental Services FINISH SHALL BE PREFORMED BUM RUBBER. - - '� IL a f E�� DIA. r fi APPROX. LIMITS to LLLL� _J VARIES a< L_ I OF ENERGY o a GRADE--\ 8" 24" DIA. 8' 5. DRAIN MANHOLE FRAME SHALL BE SET a 0 j DISSIPATION < 101 Wah=Sftet,P.O.Box 9151 __ C'I Watertown,Massachusetts 02272 A S IN FULL MORTAR BED. OWL o GALVANIZED STEEL GRATE ---- --_ • ADJUST TO GRADE WITH CLAY BRICK AND SEE DRAINAGE PLANS � ;0 6179241770 SEE MORTAR 2 BRICK COURSES TYPICALLY, FOR RIM ELEV. STANDARD 20"x8" Seal C Conc. • NOTE 5. 5 BRICK COURSES MAXIMUM) CATCH BASIN COMPATABLE FAX 6179242286 note below Typical SYSTEM WITH TRENCH DRAIN 1 CO N PLAN VIEW B — B 'S-1% PER FT. TYP. —� DESIGN SPECIFICATIONS: m SEE DRAINAGE PLANS' TREATMENT CAPACITY: 11.0 CFS END FOR PIPE SIZE, LOCATION AND INVERT ELEVATION SEDIMENT STORAGE: 4.0 Cu. YD. CAP i PLAN I SEDIMENT CHAMBER DIA.: 8'–d MIN. {� � • STEPS, SEE LN � Z APRON EDGE TO WS W NOTE 2 v W PROFILE ANGLE FRAME SYSTEM I I WITH BE EFLAR FLARED INVERT ELEVATION Manhole frames and perforated • ' (TYPICAL) Rim MH-9.20 covers, by Vortechnic (Typ. of 3) Ci 48" DIA. MANHOLE ACCO DRAIN SYSTEM 8" SURFACE TREATMENT I Rim mWH-9.20 w (OR APPROVED EQUAL) VARIES 4• 4' F W SEE NOTE 4. • E1�NEER TO COORDNATE fP Concrete reinforced 11 < OUTLET FRAME �� PRECAST FLARD END SECTION for H-20 loading. I I I DIA. AND PIPE Tom° .� _77� SLOPE 1:1 MAXIMUM I E1ev. 7.t2 VARIES a ----- - - � , j RIPRAP STONE PROTECTION v __ 8°OQp 8 . g• �°g k 1 I (50 LBS. MIN., 125 LBS. MAX) FBSeal j'kol cFi DIA. °�°8°oQP ' `�°g °o° ' - - - - I ( and g • Z.c� VARIES 9�°m q�° a .., ° �o t=====__= e.° -- -- — Ssal with strip Weir W �� :kf'''v`^ .� ----_ W O 21 •`r �� O $ V-6of Orifice < 12 i zi*�4f`'r'r �.t' '� -. Op 0 .OQP • plat d O 6° o ... 1, I aOmpOUnd rubber I 0] Inti S+ is i �. 1 NON–SHRINK '. • ° •� o .� 1 �• I TYP. GROUT g e' . . • •, �. m CAST-IN-PLACE � .w. 1 o I 1NV. 525 o o:� o �° $ Q- 00QA a. °b.a. • ° ° CONCRETE °t•dce' ,e°;� tV,Q?$4`a O n o c a $"•o$1r• pp... 8 • , a 8 (SEE NOTE 2) n 0 0 6" CRUSHED STONE m I I n O'�p 00�? O: O ... ..... O. 0 . .,gyp o o . „ . a COMPACTED n I I _ a ;opo /a -.o p. e m- �. �: O 8 o m O SUBGRADE SECTION A—A BEDDING (1th" STONEY) I j mots absee n i5 ZS ev. �0O 0 8 O 0 o O°� LGRAVEL BASE ENERGY DISSIPATION SHELF TO BE FORMED CEMENT CONCRETE INVERT 0 .0 � o AT A SLOPE OF 1" PER g°OQp g� 9°pQp �B qqo°Q COMPACTED BOWL FOOT (FOR PIPE SIZES 12" COMPACTED �o�0 ^0O 0 �0O 0 0 D0� 0�o SUBGRADE SECTION A A 18 INCHES AND LARGER) GRAVEL ad COMPACTED SUBGRADE SECTION A—A Drain Manhole(DAM Trench Drain Flared End Section With Stone Protection OG-2p VORTECHS MODEL#7000 LD-101 A REV N.T.S. LD-113 A REV N.T.S. LD-114 A REV N.T.S. N.T.S. SEE NOTE /1 4" LOAAM & SEED 2'-0" 16-0, 2'-0" SEE DRAINAGE PLANS SURFACE DOUBLE GRATE CATCHBASIN FOR RIM ELEVATION • TREATMENT w+woraeer�ea FRAME do GRATE (VARIES) V-0" `` FINISHED GRADE r - W \J1 6" DIA. PERFORATED PVC PIPE .• „� �• ° DEPTH (360° PERFORATIONS)(TYP) VARIES SEE DRAINAGE PLANS \ ------ VARIES ° ° FOR INLET ELEVATION � r '. 6" PVC PIPE 81b • �C \ 0 COMMON FILL/ OU ET IMTH 12" PVC ORDINARY BORROW 0 OR 12' VC FINISHED GRADE 0 • 0 ti COMPACTED IMPERMEABLE < EARTH CORE RISER \ 6• PVC OUTLET TO 1'-6" RIPRAP BYGONE PROTECTION FILTER FABRIC 2 o b .0. 4 (50 LBS. MIN.,125i LBS. MAX.) 0CLEANOUT \ INFILTRATION TRENCH 1' MIN. I ' a`P .° 6' CONCRETE 30000 PSI TYPE II CEMENT o b MAXIMUM 2" SLu�1P SEE DRAINAGE PLANS °O6 1 0" OUTLET TO NORTH 0. • o o ca..9° ° u •d. W $ ° — -� RIVER CANAL VIA �\ LPVC TEE > FOR INV. ELEVATION ;° ° ° .cs �.:° o° o d o ° ' L) a< �'."Q' '• HAND TAMPED CLOSED DRAINAGE a �! �� d°do'b.:e �s o NOTES: / 6•x6"x6" _ 0 0,.y HAUNCHING SYSTEM \ N PVC TEE .b ° O'd• o COMPACTED 1. HAND SET FIRST LAYER OF RIPRAP INTO CONCRETE TO APPROXIMATELY \ ;,� BEDDING MID-DEPTH OF THE LAYER. I=(VARIES) _ , 2.33' 4.6T 4.6T 2.33' ko 12 COMPACTED 2. HAND PLACE REMAINING RIPRAP AFTER CONCRETE HAS SET AIND CHINK PRECAST CONCRETE 14 (�) SUBGRADE WITH SMALLER STONES. CATCHBASIN BOX ;. HIGH GROUND WATER WASHED STONE BOTTOM ELEV.=7.0 FILL ELEV.-7.5 No. Revision Date pad. Designed by Drawn by Checked by Utility Trench Overflow Riprap Swale Section Catch Basin (CB) Infiltration Trench CAD checked by Approved by ID-118 A REV N.T.S. LD-119 A REV N.T.S. N.T.S. N.T.S. Scale tNone Dat. 1P21/97 Title Super Stop & Shop Peaboby/ Salem- Massachusetts Issued for Construction Drawing Title Details I . Drawing Number - 8I Sheet of 8 11 Protect Number 03834 I 3834dtl.dwg s Vanasse Hangen Brustlin, Inc. Thnsportation Land Development Environmeatal Services 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 02272 31I N07ES: 617 9241770•PAX 617 924 2286 ACCESS 1. BASE SECTION SHALIL BE MONOLITHIC WITH T_7777N A 4 008" INSIDE DIAMEITER. T- 2. ALL SECTIONS SHALL BE DESIGNED FOR I i 48" DIA. MANHOLE 1 HS-20 LOADING. � - 3. CONCRETE SHALL BE: COMPRESSIVE ALTERNATE TOP SLAB STRENGTH 4000 PSI TYPE II CEMENT. (STEEL REINFORCED FOR HS-20 LOADING) y 4. COPOLYMER MANHOLE STEPS SHALL BE FINISH INSTALLED AT 12" O.C. FOR THE FULL Q j GRADE DEPTH OF THE STRUCTURE. 8" 30" DIA. 8- --ACCESS 5. ALL EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF BITUIMINOUS WATER- SEE PROOFING MATERIAL O MERCURY FLOAT SWITCHES E NOTE 7 •' 6. JOINT SEALANT BETWEEN PRECAST SECTIONS 1 SHALL BE PREFORMED BUM RUBBER. STEPS 12" O.C. ' 7. STANDARD SEWER MANHOLE FRAME SHALL - F z m BE SET IN FULL MORZTAR BED. i Of w ADJUST TO GRADE WITH CLAY BRICK AND ` 2 1/2" FLANGED TEE // // \ w STEPS, SEE 5 BRICK MORTAR COURSES MIA2 BRICK �XRMUM)SES T�ICALLY, NOTE 4 , . 2 TO EXISTI(N�G SMH. / C C nk \ ' PVC INLET N MAIN 2" DRAIN FR VALVE PIT ` zo w 48' DIA. MANHOLE ( � I Cr N SEE NOTE 6 / / XIBLE WATERTIGHT GASKET OR SLEEVE 6 OUTLET LU i to Z t "I-... DIA. , N w 12" il' �r IVARIES 2 1/2" FLANGED ELBOW m N TYP. .. �.+i':.• . VALVE CHAMBER PLAN PUMP STATION PLAN ' N.T.S. N.T.S. o o�: ° 4,S s C o •,p q p�? .p Cp'•O cQ... 000 b, o 0 0 °..•. SHELF TO BE BRICK INVERT TO BE INVERTED ARCH LAID FLAT AT A WITH BRICKS LAID AS STRETCHERS SLOPE OF 1"/FDOT AND ON EDGE.' 12" COMPACTED BRICK CHIP AND GRAVEL BORROW MORTAR OR CEMENT _ COMPACTED SUBGRADE CONCRETE FILL Pomp Station Plan Sanitary Sewer Manhole (SM11) N.T.S. LD-201 N.T.S. WATER TIGHT ELBOW WITH INSECT SCREEN LOCKING ACCESS COVER (H-20 LOADING) RIM El--10.50 4' SCH. 180 PVC No. Revision Date pvd. WATER TIGHT RISER (P!AINTED BLACK) FRAME & COVER ELECTRICAL Designed by Drawn by Checked by DISCONNECT 30' DIA ACCESS OPENING SWITCH , CAD checked by Approved by RNID RISER SECTION FINISHED GRADE RIM EL- 10.5 , , 17-0" Scale NOIIC Date 1x11/97 - - - - - - 16'-0" ANHOLE INV. ELEV. Project Title GALV. SLIDE RAIL v. FLOAT RISER (TYP) OUT - SEE PLAN •• r�� r . ' , SYSTEM RACK IN SEE PLAN r. Super Stop & Shop ALTERNATE ALTERNATE REINFORCED CONCRETE - - - - - - - - GALV. LIFTING CHAINS (2) 6" INLET INLET OUTLET 6' OUTLET ' EL-9.0-;; ° 6' INLET 6" OUTLIET , , NEMA 7 JUNCTION BOX TO -- 2 1/2" CHECK VALVE--, ° CONTROL PANEL s . REINFORCED CONCRETE �� r!`'\ ------mss_\ 2 1/2' GATE WALE MANHOLE STEPS AT 12- O.0 - FLEXIBLE CONNECTOR 2 1/Y- PVC FORCE MAIN II 111 c - I Peaboby/ Salem, Massachusetts INV. EL . O 5.00 +� INV.-5.00 . 2-75 GPM PUMPS �� // �� / o I INV.EL-5.010 a MERCURY FLOAT SNATCHES �� I �� o Issued for 2• DRAIN ' PVC INLET INV.-100 I i'�- I i' �` I o+ o ao Ch . INV.- NOTES: . � � ��\\ (�^ PIPE SUPPORT BOTTOM 2' PVC DRAIN k 1 1 / 1 1 io Construction 1. BASE SECTION SHALL BE MONOLITHIC Y o 12" -4. EL-4.00 HIGH WATER ALARM do 1 1 11 I I 1 MIN .: ' �� y LAG PUMP ON EL-2.50 2. ALL SECTIONS AND TOP SLAB SHALL BE I I o�o 0 o LEAD PUMP ON EL-1.50 DESIGNED FOR NS-20 LOADING o�8 o Oo�.o 5'-O' DIA. p o 8 �2- 3 CONCRETE SHALL BE COMPRESSIVE ~� �-- -- --.J O. d'dd t 08 2" FLAP VALVE ALL PUMPS OFF EL--0.50 STRENGTH 4000 PSI, TYPE U CEMENT. MANHOLE 24' DIA. OPENING 12' COMPAfCTID W DIA RING 12• LOW WATER ALARM EL--1.00 4. MANHOLE STEPS SHALL BE INSTALLED AT RISER (TYP) (TYP) SEE NOTE 1. Drawing Title GRAVEL BORROW TO BE FREE OF BOTTOM EL--1.50 12" O.C. FOR THE FULL DEPTH OF THE 6" 4'-O" 6" il'-6" 6" GROUT (TYP) , ► 12' STRUCTURE 12"C01 &-=GRAVEL 80"BASE • CONCRETE FILL o $ o 0 0 .0 5. ALL EXTERIOR SURFACES SHALL BE GIVEN NOTES* �.$ 1'-0" ��$ "0°9`0 1.-0• � o•°° TWO COATS OF BITUMINOUS WATERPROOFING COMPACTED 9JBGRADE L) ALL PUMPS OFF FLOAT TO BE SET 1' OFF •�• $o 7�Oo5'-0" DIA. o o c O• o ao 12" MATERIAL pjgII V;�•W Details 0 8 ® o CHAMBER BOTTOM TO PROVIDE CONTINUOUS i 6. JOINT SEALANT BETWEEN PRECAST SECTIONS NOTES: SUBMERSION OF PUMP. 12" COMPACTED GRAVEL BORROW SHALL BE BUTYL RUBBER. ' 2) ALARM ANNUCIATION SHALL BE LOCATED 1. PROVIDE EACH OPENING WITH A 24" DIA. CAST IRON FRAME COVER IN THE MECHANICAL ROOM OF THE PROPOSED 7. WATER TIGHT SEWER MANHOLE FRAME AND RAISED TO FINISHED GRADE WITH 48" DIA. MANHOLE RISER SECTIONS. SUPERMARKET. COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND 2. ALL TEES SHALL BE PVC. MORTAR (2 BRICK COURSES TYPICALLY, 3. FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES. 5 BRICK COURSES MAXIMUM) Drawing Number Pomp Station Section 8,000 Gallon Precast Concrete Grease Trap N.T.S. N.TS. Sheet of i 9 11 Project Number 03834 3834dt2.dwg . F" MUNICIPAL STANDARD • HYDRANT NOTE: PUMPER CONNECTION TABLE OF DIMENSIONS 1 1h- BITUMINOUS SURFACE COURSE 1.SEE PLANS FOR LOCATIONS OF -- - T01 FACE ROAD. BENDS B C D E F BENDS 8 C 0 E F 2 1h' BITUMINOUS BINDER Ct'OJRSE TWIN BOLLARD MOUNTED HANDICAP o '0 ° o o C SIGNS. WHERE TWO SIGNS ARE FINISH 6- 111/4' 8" 15' 12' 24' 12' 6- 45' 8' 30' 12' 24" 14" ° ° ° 'o o ° ° ° o ' TO BE MOUNTED ON INDIVIDUAL °. 'o. . 0-0..0. GRADE 6' 221/2' 19' 13' 6' 90' 30" - 27" o . °.o o : .° . o o .° . SIGN POSTS ON OPPOSITE SIDES ° to 0 0 00 OF THE BOLLARD. FACE OF 8' 111/4' - 20" - 12" 8' 45' 30' - 24" o� o ° o 0 0 SIGN $ O o 12" GRAVEL BASE COURSE CURBING X 8- 221/2' - 22- - 17- 8- 90' 38' - 36' °o o ° ° o e o 12- 111/4' 30- 15- 12- 45' 40' 40' o°O o ° O 0 O o o •o °o ROUNDED GATE 3 PIECE VEEWITH 12- 221/2' 35-R. 1 25" 12' 90' - 60" 52' �80 ° ° ° ° ° oa� CONC. CAP Va=se 8angen Brustlin, Ince BOX AND COVER — ,SENDS g o 0 0 0 0 0 °: a E on PAVEMENT O SURFACE 1 1 COMPACTED SUBGRADE SIGN POST Lund Deve:lopmeffi Y B C D F Envittal Services til z HEAVY DUTY FLEXIBLE PAVEMENT o to SEE DETAIL 101 Wal=Strcet,P.O.Box 9151 UNDISTURBED SOIL o CONCRETE FILL Wr Massachusetts 02272 (3000 PSI, TYPE I) 617 9241770•FAX 617 924 2286 COMPACTED PLAN _SECTION 1-1 BACKFILL tO 6' DIA. GALVANIZED STEEL TABLE OF DIMENSIONS T 1 PIPE FILLED WITH CONCRETE THRUST BLOCK — MIN. TEES G H I J TEES PREMOLDED PAINTED IN COLOR SELECTED N BEARING 3 S.F., DO NOT BLOCK DRAIN. 6'x 6'x 6- 12' 24" 24' 18' 12"x 12"x 6' 12' 24' 24" 18" 1 14' BITUMINOUS SURFACE COURSE EXPANSION BY ARCHITECT 6" DIA. PIPE 8'x 8"x 6' - - - 12'x 12'x 8' - - 24' _. - 1 /h" BITUMINOUS BINDER COURSE do JOINTFILLER FINISH GRADE SURFACE r TEE 8'x 8-x 8' - 24- 12"x 12'x 12' 36" 36' ` °° o ° - o.. o . o 00... TREATMENT VARIES 0 . .0 ° ° '. o o ° ° TEES °. o.. o' 0 °�;'O •o ° a. p0�� 24" DIA. CONC. FOOTING ° 12" GRAVEL BASE COURSE .° °O o o° (3000 PSI, TYPEI) O O 0° . 0 C. �° C •• ♦ ♦ ♦• 2 2 �80 ° 0 0 °. oS� MECHANICAL (, H 8 0 0 0 ° 0 0 0: o g -. i/2` PVC TUBING • JOINT (TYP) • °o°, a9 I 3/8` GALV. BOLT . W/WASHER UNDISTURBED COMPACTED SUBGRADE ' CONCRETE 18"X18"X6' SOIL THRUST BLOCK CONCRETE BASE PLAN SECTION 2-2 ' ' 1/2' DRILL HOLE UNDISTURBED CRUSHED STONE STANDARD DUTY FLEXIBLE PAVEMENT EARTH (MIN. 14 C.Y.) NOTES: SIGN POST 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES, GRAVEL BORROW CONCRETE FILL NOTE: k AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). (TYPE C) .. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. DETAIL UNDISTURBED EARTH. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE -NOTE:— NUT do WASHER (CUT OFF BOLT MEHTOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT THE USE 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. do GRIND SMOOTH SO THAT BOLT OF THRUST BLOCKS. PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE PROJECT'S NO MORE THAN 1/8' I , BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. BEYOND NUT) Hydrant Connection Concrete Thrust Block Bituminous Concrete Pavement Sections Bollard Mounted Sign ID-300 N.T.S. it'-301 N.T.S. LD418 RSV N.T.S. LD-700 N.T.S. TREATMENT VARIES �� STEEL REINFORCED PRECAST ED BLE TREATMENT VARIES CONCRETE CURB (4,000 PSI) rpG�' ,r• � im VERTICAL 1" CHAMFER 'I'J GRANITE CURB 4' CEMENT4GfJ SLOPE VARIES PROPOSED BIT. CURE VARIES CONCRETE �� .. CONC. PAVEMENT W.W. MESH � SLOPE VARIES-- PROPOSED BIT. _ o�O. FINISH — • FINISH \ GRADE .� CONC. PAVEMENT p°a PAVEMENT 3/16 /FT �`a tO .-. •000 , ' CD °0 0•to a� O•a 00° 00 °0 o;o x x x / Q� ��-�1IV CC Fri , , O°00 z .o• O 0 .0 ' 0 a o%o ' 0 0 � 0 00 O�8°p.° '0 O°O Oo080. N I ��' ^ •000 �o'° o� 0.0 000 •0, a 8 o x EXPANSION al f Z o p o • •. o o e 00 ° �.° o.o •0 O0 12 JOINT R v .o•'O 8°0..O 0� °O 80�i / - ° 8 0. •0 0 0. .� 00 o b 6' SEALANT ( X11 O o o• 0 0 0 O o 0 0 0 O 0 CA ° oto 8°00 0 ° o GRAVEL BORROW (WHEN MINOW m 8 0 g g 0 ° •° O 0•p .p O o o ° °' ° 0 0 o O o2 ° 0 0 8 0. .0 (COMPACTED) REQ�D) 0 0 0 •° p 0 00 ° 0 •d? °O oto • o� ° o•to O O o OU.O NOTES: SECTION 1h' MAX. UP •o O .Cf� o;o O •O ° ko •- • O�� O i o o b •0 0 000 Co o 8 •0 8 0 / 1. PROVIDE EXPANSION JOINTS ° ° ° O o 8 0 o AT MIN. 16 FT. O.C. WITH PRE- NOTES: 0 0 8 o�ti 8 0 "Aa' BY 21h' DOWEL SOCKETS MOULDED JOINT FILLER. 1. THE MAXIMUM ALLOWABLE ROUTE (SIDEWALK) AND CURB RAMP SHALL BE FURNISHED AT ENDS CROSS SLOPES SHALL BE 1.Sr. OF ALL CURB SECTIONS 2. PROVIDE TOOLED DUMMY •. 1/2 - 6' 1/2 -6' 6" 6' COMPACTED GRAVEL JOINTS AT 4' O.C. .'I' 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CONCRETE EXCLUDING CURB RAMPS SHALL BE 5R 6" 6' \6' COMPACTED • (MIN.) BASE 3. PROVIDE BROOM FINISH A SIDEWALK 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB (MIN.) GRAVEL BASE DIRECTION PERPENDICULAR 1/2" PREFORMED !\ RAMPS SHALL BE 8X COMPACTED TO CURB. EXPANSION JOINT 4. A MINIMUM OF 4 FEET CLEAR SHALL BE MAINTAINED AT ANY SUBGRADE PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, COMPACTED BLDG. FACE OR UTILITY POLES, TREE WELLS, SIGNS, ETC.) SUBGRADE FIXED OBJECT JOINT DETAIL 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. No. Revision Date pvd. Designed by Drown by Checked by CAD checked by Approved by Precast Concrete Garb (PCC) Monolithic Concrete Curb & Sidewalk (MCC) Accessible Curb Ramp -Type IBI Vertical Granite Curb (VGC) LD412 RSV N.T.S. LD-415 REV N.T.S. LD-401 RSV N.T.S. Sade None Date 181/97 LD-408 RBV N.T.S. Project Title Super Stop & Shop ROUNDED CONCRETE CAP • CONCRETE FILL • / (3000 PSI, TYPE I) TYPICAL SIGN Peaboby/Salem, Massachusetts Issued for o . 6"DIA. GALVANIZED STEEL Construction • PIPE FILLED WITH CONCRETE �•V PAINTED IN COLOR SELECTED BY ARCHITECT BOTH WAYS 3" DIA. GALVANIZED • STEEL POST ° • PREMOLDED EXPANSION (STANDARD PIPE) JOINT FILLER AND SEALANT BITUMIINOUS ° CONCTIRTE PAVEWENT f° Drawing Title FINISHED GRADE 1 • SURFACE TREATMENT VARIES CLASS D COMPACTED Deta�1S CEMENT CONCRETE SUBGRADE • ° 3' 8' PIPE BOLLARD PAINTED TRAFFIC YELLOW, • io ° FILLED W/ CONCRETE (SEE DETAIL) tO • • • 24" DIA. CONCRETE FOOTING o iy • (3000 PSI. TYPE I) i7 • • v • ° GRAVEL BORROW • (TYPE C) Drawing Number 12" SEE BOLLARD DETAIL FOR •. FOOTING C— 10 FIRM SUBGRADE Sheet of 10 11 Bollard Dumpster Pad Handicap Parking Sign Base Detail in Paved Areas Project Number LD-701 RSV N.T.S. LD-706 RSV N.T.S. ID-705 RSV N.T.S. 03834 3834dt3.dw9 Vanwse Hangen BrustUn, Inc. I CA — Transportation I RM 155 — 1 RM Land Development Environmental Services 9 CA � 155 - 3S i BB . {� HARDWOOD STAKES wa rtoown, S�P�usetts� 2 39 SR 09� "�+� OR DEADMAN (TYP.) 5 TREE PIT 617 924 1770•FAX 617 924 2286 ROOT BALL GUY WIRE BLACK REINFORCED RUBBER HOSE (ABOVE FIRST BRANCH) ELAN THREE STRANDS OF /10 GAUGE BANK 39 UIS SEED 9 SV 1 CA TWISTED GALVANIZED STEEL WIRE � 66 -PU1 . RICE CUTSS S BPLANT AT THE SAME DEPTH 'y J Cs 39 WS 5 CC AS PREVIOUSLY GROWN. (3xSTAKESAP R TR E)TAKE _ TIGHTEN As SHOWN. 9 SRI RM PLANT 25 VR IN 3` PINE BARK MULCH • G�` 1 IV"1 OPEN AREAS 9 SV UNTIE AND ROLL BACK BURLAP I 5 IVF FROM 1/3 OF ROOT BALL (MIN); TREE SHALL BE SET PLUMB, IF SYNTHETIC WRAP IS USED, I I I I AFTER SETTLEMENT ,a REMOVE COMPLETELY. 7- - ► ROOTBALL SHALL BE SET X '-.�`" - � .-�= _ __ .__ _ SLOPE TO FORM SAUCER ABOVE THE ESTABLISHED I FINISHED GRADE. `p i_... — - - PLANT BACKFILL MIXTURE. 3" PINE BARK MULCH, SCARIFY EXISTING SOIL k BLEND I DO NOT PLACE MULCH 'O NTH PLANTING MIX 1:1 _-._. AND COMPACT TO 9076 WITHIN 3" OF TRUNK. r _ - 1 ,.A - - 6 MIN. - �._,._. '� / SUBGRADE 3- I SLOPE TO FORM 3" HIGH SAUCER. ft AMT LIST 6' VARIES 6' MY CRY. DMANICAL,NAPU COI TION NrMi blt! - MIN. MIN. PLANT BACKFILL MIXTURE. CA 3 ORNU6 DAPF�IE CALYGULATA gOCVLOD W EATNE F2'-2 5CHT. I I I I - UNTIE AND ROLL BACK BURLAP IIVM I ILEX VERTICILATA "JILEX VERTICILATA N IM DBANC>Y M JIM CANDY WINTERBENRi2�E�Y 2-2W HT. 6• \/\\ \\/\\• FROM 1/3 OF ROOT BALL (MIN); �. /��/�• /� � RM 21 R08A MULTIFLORA JAPANESE ROSE Ib"-24' HT. IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. V25 VITIS RIPARIA RIVER BANK RAPE I QT.POT 18 DE, OR dC 21 VR PAGCCINIUM CORYMBO NIGNBUBH GRAPE 2-2v2' NT. ' W6 is OLYONLM AMP141151UM WATER SMARTWEED I QT.POT TOPSOIL MOUND COMPACTED PW bb PCORDATA ORDATA PICKERALUJEED I QT.POT EXISTING SUBGRA SR is SAGITTARIA RIGIDA DEEPWATER DUCK POTATO I QT.POT 12` VARIES 12` SV is SCIRPU5 VALIDUS SOFT STEM BULRUSH I QT.POT i Detention Bad Pig Pim Shrub Planting Tree Planting (For Trees Under 4" Caliper) N.T.S. LD-500 REV — -- - N.T.S. LD-501 N.T.S. BLACK REINFORCED RUBBER HOSE HARDWOOD STAKES -THREE STRANDS OF /10 GAUGE No. Rehsion Dote pvd. OR DEADMAN (TYP.) TWISTED GALVANIZED STEEL WIRE Designed by Drawn by Checked by TREE PIT CAD checked by Approved by ROOT BALI GALVANIZED EYE AND TURNBUCKLE Scale Date (TREES OVER 10' HIGH ONLY) OL1C GUY WIRE Project T1tIe TREE SHALL BE SET 2' Super Stop & Shop ABOVE THE ESTA13USHED PLANTING FINISHED GRADE. TRANSITION SLOPE ALTERNATING FRONT TO BACK BOARDS PLAN 3` PINE BARK MULCH, DO NOT 1"x4 CEDAR BOARDS D Y PLACE MULCH WITHIN 3` CF TRUNK. TOP FASCIA 5`x5` CEDAR POSTS 1'x4' BOARD Peabob / Salem, Massachusetts W/ 45' BEVELED TOP rTOP 1'x4' Issued for SLOPE TO FORM 3' HIC41 SAUCER. BOARD COIISttl1Ct10II 2'X2' H".RDW000 STAKE OR DEADMAN (3 GUYS PER TREE). TIGHTEN AS SHOWN. 1'x4" FLAT CEDAR a \ LOCATE TWO OF THE THREE GUYS ON DOWELED BACKING \\ THE UPHILL SIDE OF THE TREE. RAIL Drawing rine J 6' �Y�\/\\ \� �\ ? Lo PLANTING TRANSITION SLD) Details UNTIE AND ROLL BACK BURLAP 12' VARIES 12' ?Ste+ FROM 1/3 OF ROOT BALL (MIN); 1 IF SYNTHETIC WRAP IS USED, 0 LM 4' LOAM AND REMOVE COMPLETELY. qX.1 SEED OR SOD I EXISTING SUBGRADE,J DESIGN SLOPE N `� OR TOPSOIL MOUND COMPACTED TO 907L PLANT BACKFILL COMMON FILL MIXTURE Drawing Number C_ Evergreen Tree On Slope Plianting 6' Shadowbox Fence Sheet of 11 11 L.D-504 N.T.S. N.T.S. Project Number 03834 3834dt4.dwg f I'I� V N i• is pe� •p :Shop III I I I I I I I I I I I I SALEM PROPOSED i0 tkEWAY I _ --- _. --- — -- - AMS W -------- !173 FFE LAE AND EMERGENCY E 5'*% 36"OAK HEDGE 20"13IRCH `"✓ LOADNVCt COLLEGESALEM STA1 E (1307000 SF) _ r 22"MAPLE STATE COLLEGE CENTRAL N® DEMOLITI � �'��-,i�o5�l , -� 1 R. CAMPUS 2;.r 36"MA t F t- 4 D1 00 . 1 D SALEM, MA V _ ' t _ R spokes 30}sp�� 19 spaces < spaces M 5'NADE �• I .�._-' } 34 spaces �y HEDGE .rt .t- 4 ' # �BUILDING 2 -,-, , ' tJ (140 000 SF) G) , a a-4-4 .- C_: / 30"MAPLE PLANTED �------ -\AREA ;� ��- - 014"TREEeA _ 113..1 1Qy - 29 spaces 12"BELE ® 5206 SF) ® NEW /'Qy f`�o ENTRY RIP-RAP AP STONE, ® —J ® ` 22"MAPLE: PLANTED AR4 ® t I 28 'LL 23 aces --- _ - — O41 Spaces j 24"MMPI 49 f. '19 Spaces -�' Ila 27 spaces® �y� I! LOADING 112 spaces BUILDING #3 5® 60 000 SF) (1t S ) - LOADING _- ` J LOADING - -- i 4FT _— Urban Design/Planning T 21 spaces l andsca e Architecture Archit-- @� Graphic c Design Co: 24"BIRCH SNOW `• ICON architecture, inc 8 'SPdces, o Thirty Eight Chouncy Street STORAGE CRU Boston, Massachusetts 02111 �® AREA I C O N fax: 617/451 1328 � SPac�es I 21 spokes rc h i tecta r email: Icon®tiac.net �\ 4-8-LOCUST \ ( 19 spares �\ CLUMP OF _ 18°ASH ® � 10 spaces CRABAPPL _ " EE � 4--6"ASHES 6"TRIPLE 131sp�ce* ASH 14"MAPLE — ® ® 012"OAK Protect No. 97005 / � ----'- 18"OAK / Scale 1"= 50' 012"OAK 12"OAK � 012"ASH `�18"OAK TWIN 1' Date 11/13/97 14"OA416"APPLE 6"ASH / 4MAPLE PILEE �� 010 OAK : '' �16"APPLE Drawn by M.W. 8"OAK ` -��6:oAK - ''--��f Checked by S.H. PLANTING NOTES- - CFDARS / Revisions Planting Concepts For Various Site / - ---- Elements Are As Follows I / 8~TRPLL / / 10"ASH ASH 1) Entry Planting Dougias Fr or Blue -, — 6"ASHES , Spruce, and Fal Rowerng Cherries *' 2) Roadway Planting Zekova Serrata AASH 6" SH Or Other Stately Tree 6"DOUBLE 3) Parking Lot. Silver Linden or OR/No ASH Sycamore Maple and Lilac, ForsythiaVE Seagreen Jumper, Burning Bush, and Spreading Yew GENERAL_NOTES o 4) Screening Austrian Pine, Canadian 1) Total Park = 668 Spaces / `� Flerr>Iloc�c, White Pine, and Clusters of n9 \ �o� Kousa Dogwood or Ro Cr 2) Al Roadways Are Two-Way ` Dogw waning Crabapple � 5) Plaza Planting Amur Maackia, Tree Lilac Lkiess Noted With Arrow or American Yellow-Wood 3) Typical Lighting Pole hleot 40'. �d 6) Bikeway- Planting at the North Side of the Site See Lighting Plan For Details. Will ben mance Confor With Standards of 4) Refer To Survey For Existing / 90 The Salem/Marblehead Bikeway Conditions And Ful Site Area. 50 0 50 100 SCALE IN FEET / r elm , 1 - 2 1 1 .3 1 .7 1 .6 5 3 .9 6 G 2.3 5 5 4.84.6 _ 4. 2 __ 4 .6 , 3.5 _ 3.4 2 .� . INOTE: I l 1 I EE SHEET A2 FORPLAN _ OF RECEIVING DOCKS -. _ I I AC USTtC PANEL I I I GRAVEL STOP I I I I -S E DETAIL 1 , ACOUSTIC PANEL I , I 30 SQ, CLEAR CURBED I 1 r - - 17 , _ SEE DETAIL i 3 IDES 1 _ SEE DETAIL 3 i 12 - _ OPENING S DETAIL f EE D _ 1 5 8 2 3 SIDr=S ( q5 I I I I - CO DENSER SUPPORTQ, „ LO 15" SQ. CLR. - _ � 4" - - is,-8115 6 N 13 SQ. CLEAR _ I �, 9 .. _ _ oo N .� TY ICAL DETAILSE i I I , � � CURBED OPENING ( 1 _ " A5 „ I I N b � CURBED OPENING � I - -� -SEE DETAIL I _ , -. , o = I j , Nil I I ' SEE DETAIL 15 0I I a CURB FOR ROOF I CURB FOR RO F EF-6� 6'_8" 4 1/g" ROOF- HATCH ,_ " - - �4 � A5 .. � TOP UNITS -SEE � TOP UNITS -S ESKYLIGHTS , 15 0 I 1SEE DETAIL ( -SEE DETAIL I EF=24 DETAIL $ DETAIL $_ 4- 2#-20' _y 18 CLR. _ I ►� I A5 , Irt- , FLUE OPNG. _ 1 � I � , • 1 0 _� EE_-1 , -SEE DETAIL 'o I , - - - - " RTU-9 I RTU-8 I 19" SQ. CLEAR - - - 1 " gTU=�0 5" ALUMINUM GUTTER7AND I C RBED OPENING o _ - _ :N RTU-7 . = 10 " I EF-5 2 3 1 `° I , o I 4 0 ALUM. .DOWNSPO �EE DETAIL 1 I N 11 CURB FOR ROO 24» A5 ._4":THICK x 9" x F�_�� - _ TOP UNITS -SE I SPLASH BLOCK FLOOR ACCESS DETAIL - HATCH I , " DETAIL 15 - M SEE ' 11 0 "I ,�_r o -+ +- A5 - , _ 5 � y N I I A rn .d. - I _ - - - - - - - F r CURB OR ROOF E�E- photocopying. 7 4 .. . TOP UNITS _ . - . _ . A9 I SEES DETAIL o0 4 -6 1 I - FLOOR ACCESS � - N - ��`-----�� HATCH r 1 ROOF HATCH---J N _ , K , . . , SEE DETAIL _ SEE DETAIL - 12 6 1 2 , , 15 _ ROOF WALKWAY 3 / 1 54'-0 1 �- � r 1 , - ��- ------a1 �----------y ( ROOF BLOK ) „ A5 _ » A5 . 13" •SQ. CLR. 16 SQ. CURBED OPENING . I , I _ .,,�. 3 - WIDE, - I FOR GOOSENECK SPECIFICATIONS. CURBED OPENI ». CONDENSER SUPPORT -aEE DETAIL 19 SQ. CLEAR --SEE DETAIL t DETAIL 8 8 CURBED OPENING SE D 9 �� RTU 22 36" SQ. CLEAR _ I RTU-1 _ TYPICAL.-, > _. S DETAIL - CURBED OPENING 1 A5 A5 EE -SEE DETAIL 11 8 16 SQ. CLR. - CURBED OPENING �r z Z E I CAP FLASHING � z SE E DETAIL r- - .- - ROOF OPENINGS � E IL _ , ►- AI SEE DET L 8 � � w . w � w STR TURA 16 w SEE UC L �� o ado ado rr w o A5 _ � - o AND HVAC D GS. AS o ROOF OPENINGS J w ROOF CURB FOR J W o • JW O O cn CL r-- U)a I- cn a �- SEE STRUCTURAL ROOF TOP UNIT , AND HVAC DWGS. BY HVAC CONTR. . I I ' i ROOF CURB FOR 1 i ROOF TOP UNIT - r . � 1 i _ BYHVAC ONTR. ROOF TOP UNIT B H C � ROOF TOP UNIT �----- I SEASONS - 4 ) , ( SEASONS - 4 ) WITH BURGLAR BAR WITH BURGLAR BAR ASSEMBLY AND ASSEMBLY AND I ' ACCESS HATCH I - ACCESS HATCH SEE- SPECIFICATIONS. , SEE SPECIFICATIONS. i EDICLOROHYD RIN MEMBRANE _ I SEE SPECIFICATIONS. I I I _ I - - - - - - - - - - - - - - - - - - - - - - - - _ _ .. _ _ _ - - - - - . - I I I ' I . I I 14'-6" . I I _24 SQ. CLR. - A8 CURBED OPNG. I -j- IEF-11 5€€ DETAIL $ , I A5 I .> 48'-5" , 45'-0" 49`-6" 45'-0" 50'+ 52'-9 I I - i I . I ' I i I I ' I I ROOF DRAIN . ROOF DRAIN ROOF-DRAIN W SCUPPER I I TWO S SEE DETAILS I SEE DETAILS I SEE DETAILS _ TWO SCUPPER � ROOF DRAIN ( , ( ROOF DRAIN , ( , - , OPENINGS 13 1 OPENINGS _ SEE DETAILS SEE DETAILS SEE DETAIL o SEE DETAIL 13 i = I I 4 5 I 4 & 5 I 4 & 5 A5 -, N 4 5 4 5 I I A5 A5 I A5 A5 I A5 A5 N ? & 1 & A5 SLOPE � SLOPE (� I o •• SLOPE .. _ SLOPE , SLOPE SLOPE �--- , SLOPE I SLOPE of II --- . . o _ i ELEVATION AT -"---/ N N ELEVATION AT ELEVATION AT ELEVATION AT ELEVATION AT BOTTOM OF ROOF BOTTOM OF ROOF BOTTOM OF ROOF BOTTOM OF ROOF BOTTOM OF ROOF - ,_ " _ '- _ " = 1'-2 1 2" A.F.F. DRAIN = 21'-2 1 2" A.F.F. -DRAIN - 21 2 1 2 A.F.F. DRAIN - 21 2 1/2 A.F.F. DRAIN 21 2 1/2 A.F.F. DRAIN 2 / / _ / _ i I I I ) I , NOTES: - ROOFING FULLY ADHERED MEMBRANE OFING - I I NO BALLAST ) -SEE SPECIFICATIONS I , _ ST BE - ALL ROOF EQUIPMENT MU A I I MINIMUM OF 10'-0" FROM EDGE OF ( I ' ROOF. I ALL PLUMBING VENTS MUST BE , I ' I I MINIMUM OF 10 -0 FROM FRONT EDGE 1 � ' r OF ROOF ONLY. I_ I COORDINATE NUMBER AND LOCATION Z 20" CLEAR SQ. ' _- r z , OF PLUMBING VENTS WITH PLUMBING , z - . a DRAWINGS. THIS DRAWING DOES NOT ¢ "; I- Q CURBED OPENING F- aro REFLECT PLUMBING VENTS AS THEY �� o �` a� o -SEE DETAIL r of w o , ARE TO NUMEROUS. i fo_j a- I- -4 U)a A5 , cn o_ I- I I I I i - I - - - - - _ - " » " 1- - » 3`-4 EDIOLOROHYDRIN MEMBRANE CURB FOR ROOF 8'-4 24'-10" 27 -10 CU F OF 44 -3 -SEE SPECIFICATIONS. CURB FOR ROOF TOP UNITS -SEE RHU_2 _ TOP UNITS -SEE H DETAIL ( , I TOP UNITS SEE 8 j �_ DETAIL $ `� r _� DETAIL $ ( ' - � 12'-0" 4 » AS AS ( q5 ( EF-17 24 CLEAR SQ. I , _, _. ._._._._._ . _._ ._.-._ •--- _. ._._._._._. . _ ._._.._ . _ .-. _ . _ ._.._ ._ ._ ._._ _ , CURBED OPENING -SEE DETAIL 8 • EF-25 i EF-26 I E_F 19'-0" i 5'-6 1/4,. 3'_0" 5' 6" 5' 6" - - �n - - 'n 14" SQ. OPENING a = , 13" SQ. CLEAR ao " i a ' ao N 8 0 BRIEDERT 1 FOR ROUND FLUE CURBED OPENING F- _ _ VENT SIM. = SEE DETAIL o I - TO DETAIL 10 j I z N I 13" SQ. CLEAR SEE DETAIL $ > .I 1 CURBED OPENING , WOdD SKIDS FOR C.U. ' A5 10 ' f _._ I 0o A5 M ' of � M -SEE DETAIL -SEE DETAIL M _ M � r 'o w 8 1 T-3 1 2" A5 F int WOOD SKIDS a A5 AS o SEE DETAIL � „ z , N ;, 12 0 FLUE z 1 8 -0 _ ,� 6 0 OPNG. 6"0 OPNG. " OPENING -SEE Li WOOD SKIDS FOR C.L. SIM. TO 24 SQ. CLR. CURBED 4 U, SIM. To I 7 EF-23 , DETAIL I U.1 A5 I 7 -SEE DETAIL DETAIL OPNG. SEE 1O » I : DETAIL 1 , $ - r •- S 0 OPNG.---=^. A5 A5 = DETAIL - AS '. "' A5 & SPECS FOR A5 ► SIM. TO UH-13 DETAIL o ICID CD A.9 7 _ c c _, i - 1 EF 12, � EF 1.;� r 1 I I = I 1 » .. 13" SQ. CLEAR " 13 SQ. CLEAR ( � M URBED OPENING r RB OPENING' 1 r r 1 � _ CURBED I 1 _ II , SEE DETAIL -SEE DETAIL4 OPP. M , $ $ 2'-1 � I I A$ 5'-6 7 8" A8 HAND :.: _ I A5 / I 1 I 1 I i I I , 1 � I -� -► _ - -- - - - - - - - - - - - - - - - - - - -----_-f► - _ _ - - - - - - - A.1 _ _ _ 1 --� A.2 - , 1 p D. RD. 6 RD 1 r , y » _ 1 1 11 I 7D 6 2 17 0 5 0 i I , , I RIDGE VENT r I 2 , , A10 A9 I , 1 ' TYP. OF TWO A8 I , RIDGE VENT A8 , OPP - I I A i ( TYP. OF- TWO, ( 1 I 1 ( I I ( r ( , HAND I I ; r 1 i 1 I 5 4.9 4. � 4.5 4.4 4.3 4.2 4 3.9 3.8 3.7 3.6 3.4 3.3 3.2 3.1 3 2.8 2.7 .6 2.6 2.5 2.4 2.2 2.1 2 1 .9 ' 1 .8 1 .7 1 .5 1 .3 1 ROOF PLAN BRADFORD SAIVETZ + ASSOCIATES. INC. SUPER STOP & SHOP SHEET N0. SHALL NOT BE RESPONSIBLE FORROOF PLAN SCALE: 1/8" = 1'-0" 1� CONSTRUCTION MEANS, METHODS, TECH- - D STORE # 668 i< N('fZ NIQUES, OR PROCEDURES UTILIZED BY Aly THE CONTRACTOR. NOR FOR THE SAFETY HOKEY STREET OF PUBLIC OR CONTRACTOR'S EMPLOYEES; eat OR FOR THE FAILURE OF THE CONTRACTOR � rte. PEABODY SALEM MASSACHUSETTS TO CARRY OUT THE WORK IN ACCORDANCE COPYRIGHT (C) by BRADFORD SAIVETZ + ASSOCIATES, INC. �. Q V� SCALE DATE SHEET FLAN N0. WITH THE CONTRACT DOCUMENTS. AS NOTED 1 -7-97 81807F19 BRADFORD SAIVETZ + ASSOCIATES, INC. All Rights Reserved BRADFORD SAIVETZ + ASSOCIATES, INC.'s � ENGINEERS AND ARCHITECTS No.port of this document may be reproduced, stored In a retrieval system, or transmitted In any form or by any means, electronic mechanical, LIABILITY FOR THIS PLAN IS LIMITED TO D �1aF �' DRAWN BY CHKD BY APPD BY MSK REF N0. CAMPANEW DRI BRAINTR MASS. 02184 withra�it�th:written parrn�taaionh without prior +pAsaioela °Meaha�Ntl�it+invdrd ��bleMy modifications to Ira THE EXTENT OF 'ITS FEE LESS THIRD REV DATE REVISION MADE CHKD APP ZEROVE, EE. PARTY cosTs. NO. BY BY BY JGM JJR X1807-19 tel# (617) 848-0020 fax# (617) 849-7759 5 4 9 = 4 . 7 4 . 5 . 4 . 4 4 . 3 4 . 2 4 3 . 9 3 . 8 3 .-7` = 3 . 6 3 4 3 3 3 . 2 3 1 3 2 . 8 2 . 7 . 6 2 . 6 2 5 2 4 2 2 2 . 1 2 1 . 9 1 . 8 1 . 6 1 . 5 1 . 3 1 1 . 2 3 2 6 21GH" A9 A8 A10 A8 Al O H CHA N OPP. LINK FENCE TOP OF ACOUSTIC SCREEN _ HANG CAP FLASH NG {TYPICAL) 35'-0" A.F.F. I I TO MATCH TORE FRONT I I I IIGNS & SIGN SUPPORTS I WOOD CLA�BOARD CAP FLASHING TO ASPHALT S INGLES WOOD L PBOARD HEIRLOOM WHITE Y SIGN CONTR. (TYP.) SIDING (5 EXP.) CAP FLASHING TO BE DARK BRONZE SIDING ( EX . � (5" EXPOSURE) - - ' TOP OF PARAPET I I (TYPIC CONT. 2 x 0 WOOD TRIM (TYPICAL) BE DARK BRONZE " FACE BRICK RUNNING BOND _ 28'-0" A.F.F. - - --r I ROOF LINE HIGH POINT ----- - --- iii---� n - - - I-- -11---- - -- - - - - - - - - --- -� - -- -I--- - - - - - - - - -- - - - ---�- --- -.------- -- - --- - - - - -- Z, - - -- I---- -- I - -- - - - I ------ii �� - i - �'�. 24'-0" A.F.F. -- • _ . ASPHALT SHINGLES ' - I 1 I (5" EXPOSURE) M M.D.O. PLYWOOD FASCIA I I I I M.D.O. PLYWOOD FASC I M.D.O. PLYWOOD FASCIA AND, WOOD TRIM, & N BAND, OOD TRIM, & � � � � ® FLASHINGOOAL � \ \ SHING (TYPICAL) jIIII FLASHI LM G (TYPICAL) (TYPIC ' Florist Shop Cheese ho ` I Fish Market Genera Store ank Sin I h ` Pharmacy Health & Beaut Bak ho P I - g I y y � Shop REMOTE FIRE \ ` M.D.O. PLYWOOD \ \ / -h aE,m�,nsro�as+� wEi-cones-ro sroo a cion � .\ DEPT. CONNECTION \ \ FASCIA BAND, WOOD \ \ \ \ \ \ I \ TRIM & FLASHIN \ \ \ 4" FACE BRICK CONT. ROWLOCK CONT. ROWLOCK RUNNING BOND \ \ SILL COURSE SILL COURSE \ \ _h 1 149 I O FINISHED FLOORI / I k I . -00'-0" A.F.F.A F.R.P. PRE-FAB. ' 4" FACE BRICK 1" INSUL. GLASS IN 4" FACE BRICK GRADE UNE 4" FACE BRICK F.R.P. PRE-FAB. PILASTERS 1 COL COVERS (TYP.) RUNNING BOND "HEIRLOOM WHITE" RUNNING BOND SEE SITE DWGS. RUNNING BOND WITH 2'-0"W M.D.O. ROWLOCK COURSE PRECAST CONC. F.R.P. PRE-FAB. PILASTERS FLUROPON PAINTED - PLYWD. BACKER (IVPs) SILLS TYPICAL 1" INSUL GLASS IN BRICK PIERS WITH 2-0 W M.D.O. " " (TYPICAL) HEIRLOOM WHITE \\,�PRECAST CONC. LIGHT FIXTURES (TYP. CARRIAGE CURBS 451 FRAME (TYP.) WOOD CORNER, RAKE, & F.R.P. PRE-FAB. PILASTERS R _ � PLYWD. BACKER (IVPs). - •_ " - FLUROPON PAINTED ___ CARRIAGE CURBS � MAN DOORS) COOR. _ COL. COVES (TYP.)-_.. _._ _- ___._ - WINDOW TRIM w/ MOLDING WITH 2 0 W M.D.O. NOTE. EXACT SIZE "451" FIR (TYP.) WITH ELECT. _DWGS. . r & FLASHING AS DETAILED PLYWD. BACKER (TYP.) FRONT-- ( WEST) ELEVATI-ON - HOWLEY STREET SIDE AND LOCATIONS OF � - (TYPICAL) - _ ALL ALUM. LOUVERS SCALE: 1 /8"- =. 1 '-0" AND THRU WALL - OPENINGS FOR EXHAUST FANS ARE TO BE VERIFIED BY H.V.A.C. CONTRACTOR. NOTE: MASONRY CONTR. TO PROVIDE SLEEVES FOR 1 1 . 3 1 . 5 1 . 7 2 23 . 6 7 2.. 9 3 3 . 5 . 6 4 4 -. •2 ELECT. SERVICE CONDUITS 4 . 6 4 . 8 ' 5 1/4" STEEL PLATE "U" SHAPED WELDED EXACT LOCATION, SIZE, l TO CHANNEL, TO = -i NOTE: SPRINKLER - AC USTIC (METAL) SCREENING AND NUMBER TO BE i SECURE CHAIN =o CONTRACTOR SHALL HIGH CHAIN - PA ELS THREE(3) SIDES w/ ELECT. CONTR. FURNISH AND INSTALL I LINK FENCE I I I 1 ( I I I I I ( I I _ CHAIN AND UNBREAKABLE - x LOCK, TO SECURE VALVE 2 - TOP OF ACOUSTIC SCREEN -' IN "OPEN" POSITION. A9 f _ 8'-0" 2'-0" 8'-0" 35'-0" A.F.F. E _ � _ I 1 i i TYP A9 I I TOP OF PARAPET 3 8' STEEL PLATE 1 I 1 1 -- .. 28'-0" A.F.F. / MC 18 X 51.9 I 1 1 I ti--� 4r--------T� 4r ter' I ------- 4--,' WELDED TO CHANNEL WELDED CHANNEL 1 1 I 1 1 r-h r FRAME BY SPRINKLER FRAME, BUILT INTO ------ ----1--1--- - -- --- -- --�- ---- - -- ---- -- -�-- -=- -� �- - --- - --- ----- -1- -�-- -- --- - -- --- - - - -'-----1 - - J�- -- - -Jl---�--�-� ----u-- -- -- - - - ---- -- - -L- - -- ROOF LINE HIGH POINT CONTRACTOR MASONRY WALL w/ - " " Q I I Q I 4 I I I 24'-o A.F.F. LL SINGLE SCORE 8 C.M.U. WALL CONST. 1/8" x 2" x 8"L LIGHT FIXTURES (TYP.) CO CRETE BLOCK (TYPICAL ® DOCKS) MIL. STRAP ANCHORS CO R. w/ ELEC. DWGS. 11111 sill Ills 1 2 CAP FLASHING TO o _ �, �, 1 INSUL. GLASS IN COMPOSITE WALL (2 REQ D. ® EACH JAMB) ESSED WA POST - • _ THR -WALL VENT (TYPICAL I � � TFT { IAS HOWN) COOR. EXAC I I (TYP.) CONSTRUCTION ICATOR VAL FIRE DEPT. oo BE DARK BRONZE 451 FRAME TYP. SPRKLR. RM. FIN. FLOOR 4 NUM ER & LOCATIONS w/ iv ONNEC110N) - EE DETAIL 1 of -0 ( A6 MECF�. DWGS. RECESSED WALL POST _ _ . _ - . _ . _ . _ _ . _ . . REAR MEZZ. FIN. FLR.h LIGHT FIXTURES (TYP. A iv ® MAN DOORS) COOR. INDICATOR VALVE DETAIL 4 WITH ELECT. DWGS. 8 CNC. FILLED M , C SCALE: 3/4" = 1'-0" • ELEC. SERVIC CONDUIT • IPE 'BOLLARD - SEE SLEEVE - COOR. A6 I I I I P I - DTL. (TYP.) I O O METAL PIPE I I 156 15 154 2 6 w/ ELECT. D�1GS. l 160 159 RAILINGS (TYP.) 118 12 125 \ TRANSFOR, ER 1111LE .\ .- I I r 11" A0 FINISHED FLOOR :4'-2 I I I I I uTR. 1 I 4�-2" 0'-0" A.F.F. {TYP. - coon. w/9TE OWGS) w/5TE DWGS) _ ., - CONCRETE WASH I 1 - (ROUND-OFF DOCK SEALS & LEVELERS DOCK 9ALS & LEVELERS (RO D 0 S - -- - -- - GRADE UNE - -- - - Fl D CONC. LL - SEE SPECS. (TYPICAL) - --- - NEW EXHAUST FAN -- GAS METER & RISER (T0 --- - _ - SEE SPECS. (TYPICAL) - PIPE BOLLARD - SEE SHOWN) ® TOP SEE SITE DWGS. CONC. STAIRS w/ METAL HOOD WITH INSECT ENTER BUILDING 0 UNDER- ' - CONC. STAIRS w/ METAL Dom• 3 (�•) PIPE RAILING (TYPICAL) AND RODENT SCREEN SIDE OF ROOF FRAMING) PIPE RAILING (TYPICAL) A6 SEE DTL. SEE D1L A6 REAR ( EAST) ELEVATION ACOUSTIC -(METAL) SCREENING A PANELS THREE(3) SIDES SCALE: 1 /8" = 1 '-0" -I CONCRETE FILLED B _ STEEL PIPE BUMPER G F . 1 F E D C B A . 1 -_ of (PAINTED) 0 TCP OF ACOUSTIC SCREEN 35'-4" A.F.F. LIGHT FIXTURE ------ - r- - - - ---� OVERFLOW SCUPPERS LIGHT FIXTURE 1 I 1 ( I I 13 w ELECT. DWGS. � �' � I (TYP.) - C00 CAP FLASHING TO (TYP.} - COOR. A9 ; SEE DETAIL A5 / BE DARK BRONZE w/ ELECT. DWGS. PAVING TOP OF PARAPET ' 28'-0" A.F.F. 1 - _ ' n CAPE COD SME F =I=` I 4--f 4--� 4•-> FACE BRICK i i � 1 '� �_ _ - - --� I I. I ° - - - , • - i ASPHALT SHINGLES - - ° I . '--,-FACE BRICK ;.. ' (5" EXPOSURE) p I I �� SAILOR COURSE I M.D.O. PLYWOOD - I SOLDIER COURSE -RELIEF FASCIA BAND. _� I I W60D TRIM, & - I ( . e• T.O.M. (® DOCKS) FLASHING (TYPICAL) 14'-8" A.F.F. .• REAR MEZZ. FIN. FLR. - HARDIE PLANK 1 I l 12'-8" A.F.F. FASCIA _ I ' 0 1 I I F.R.P. HALF - I I I 160 159 •\ X46 COLUMN AND METAL PIPE19, O BASE. . . . . . 30 X X • ( I RAILINGS (TYP.) � 1 l FIN. FLR. I CAPE COD STYLE - 0'-0" 4' 2" �- FACE BRICK _ y� r - • �SITE DWGS) - . ,� �_:.•::..v- - _ .:.- .:.. , ,.�.c . ti4 ,�.,�.. � , e i, HOSE BIB .R.P. PRE-FAB. - � J 3 = r- ROWLOCK COURSE COL COVERS (TYP.) BRICK PIERS -RADE URf€ - SILLS (TYPICAL) F•A.C.P. COL. COVERS (TYP.) DOCK SEALS & LEVELERS SEE SITE DWGS. { - SEE SPECS. (TYPICAL) LEFT ( NORTH ) ELEVATION- 3'-0* SO. x 5'-0" CONC. RAMP w/ METAL SCALE: 1 /810 = V-0" DEEP CONCRETE FOOTING PIPE RAILING (TYPICAL) SEE DTL i PIPE BOLLARD- A A . 1 A A . 3 e - A6 D - E DETAIL 3 NOT USED 6 SCALE: 3/4" = V-0" A6 A6 6'-0" HIGH CHAIN LINK FENCE 1 6'-0" HIGH CHAIN 6'-0" HIGH CHAIN + I WOOD CLAPBOARD A8 I I LINK FENCE I LINK FENCE 1 SIDING (5" EXP.) ASPHALT SHINGLES TOP OF MASONRY SCR - 35'-0" A.F.F. I NOT USED 2 NOT USED 5 5" EXPOSURE SINGLE SCORE { ) /,,l x 6 WOOD RAKE CONCRETE BLOCK TOP OF RETAINING WALL A6 A6 BOARDS (TYP.) 31 '-0" A.F.F. TOP�O_F_PARAPET ' ' ------ 28; A.F.F. » 1 :-_�'�, � -- ---- 6 -0 HIGH CHAIN w. . ----------- 6'-0- - LINK FENCE - 111111 fill I �APPROX. GRADE LINE -- -ii----•-lu-----' _.0 SEE SEEDSITE D S. II J I ALL VERTICAL POST TO 1 1/2"0 GALV. PIPE RAILING ------ - -j--- - --' -' -' -' -- --' -'- L I -- BE 4'-0" O.C. OR LESS -AND POSTS - TYPICAL -- ----------- ---- -_ ---- (TYPICAL THROUGHOUT) 01 - - - - - - - 5 -6m 4'•l - _ :t n ._, T : , . ,f . '.: .. ..,<. .. . -....,: . .,. LINE OF RECEIVING DOCKS BEHIND RETAINING --- --I• --- -- - --- - - WALL -�/ GRADE LIN - TOP 0 RETAINING SEE SITE DWGS. WALL -ISTEPPED AS III I SHOWN ABOVE GRADE ( I LINE I I I cc I I I 1 l I I I I I l II I = _ _ FIN. FLR. ' -- - -- ----- ----------- ------ ------ -- - -- -- -- -------------- -------- ------------------------- -- --- ------- --- -------------- --------------- --- ---I- --- - - -- -- --J !EDGE OF DOCK J - RIGHT ( SOUTH ) ELEVATION - BOSTON STREET SIDE. = 1 -0 SCALE: 1/810 „ UNE OF PLATFORM/LANDING FINISHED FLOOR OR TOP OF RETAINING WALLS - COORDINATE FLOOR PLANS & SITE N DRAWINGS (TYPICAL) 1.4 =II j NOTE: TWO HORIZONTAL MEMBER TYPE RAILING - USED ® NON-EMERGENCY EGRESS PLATFORMS/RAMPS ONLY " NOTE; THE GENERAL CONTRACTOR SHALL GRADE UP T0- BOTTOM OF BRADFORD SAIVETZ + ASSOCIATES. INC. SUPER STOP & SHOP SHEET N0. EACH STAIR WITH BITUMINOUS SHALL NOT BE RESPONSIBLE FOR EXTERIOR E STORE #005 CONSTRUCTION MEANS, METHODS, TECH- D = CONCRETE PAVING. NIQUES OR PROCEDURES UTILIZED BY p�4 TYPICAL GUARD RAIL AND _ _ THE CONTRACTOR, NOR FOR THE SAFETY c � AND DETAILS H OWLEY STREET OF PUBLIC OR CONTRACTORS EMPLOYEES; A4° �°�� D PEABODY MASSACHUSETTS OR FOR THE FAILURE OF THE CONTRACTOR �,� ` PIPE RAIL DETAILS-. 1 GRADE LINE COPYRIGHT �C) by BRADFORD SAIVETZ .+ ASSOCIATES, INC. TO CARRY OUT THE WORK IN ACCORDANCE �Iftf�.s `� w SCALE DAT SHEET PLAN N0. All Rights Reserved NTH THE CONTRACT DOCUMENTS. ' 1/8"=1 '-0" 12-15-9 81807H19 BRADFORD SAIVETZ + ASSOCIATES. INC. SCALE: 3/4" = 1'-0" A6 BRADFORD SAIVETZ + ASSOCIATES, INC."S ENGINEERS AND ARCHITECTS No pat of this doaunent may w rewodue.a, stored In a retrieval �� or transmitted In any farm or by any mean eleotronkt medronkal. D R A WN B Y C H K D B Y AP P D B Y DISK REF N 0. 1 photocopying, recording or otherwlee, without the prior written permbeion of Bradford Sdvetz + Assoelates• Ina. Any modflkations to this LIABILITY FOR THIS PLAN IS LIMITED TO REV MADE CH KD APPD. JQf� - document without the written permission of Bradford Sdvetz+ Associates. Inc shoe render it irndid and urwsable. THE EXTENT OF ITS FEE LESS THIRD ZERO CAMPANEW DRIVE, BRAINTREE, MASS.= 02184 PARTY cosrs. No DATE REVISION BY BY BY JGM JJR 81807-19 tel# (617) 848-0020 fax# (617) 849-7759 i - NOTES i I) EXACT MOUNTING DETAILS TO BE DETERMINED AT JOBSITE BY OTHERS. 2 CALCULATDNS DO NOT SHOW THE EFFECT OF SHADOWING CAUSED BY I 1 4 OBJECTS MiTHIN THE AREA. I 3) READINGS SHOWN ARE MAINTAINED HORIZONTALFOOTCANDLES AT GRADE, TAKEN I 4) CALCULATIONS WERE BASED ON A MAINTENANCE FACTOR OF .90 PROPOMD� --1- ------ ----- -- ------ --- �_ ___.�-- i ! i I ` ' -- --- -- 10 8KEWAY--- - --- - A& -- HE a�alF�ercY Ecss ----- 0. 9 1 16 0. 97 1 . 87 1 , 53 0 37 0. 29 0 83 2 01 1 . 25 1 07 -2-$4- 1 . 50 0 AM 0. ��`I Off. 0 471h . 91 1 90 1 60 0. 1) 1 17 2 30 4 1 . 53 2, 2, 38 1 . 3' 0 90 4�5 4� s �. �-�-- -- - --�� __-- --- �� --- _-_--- -- �� _-_----__ 5 5 -- --- --- - _ � ------- SAN � 5*DE 36"OAK - -- -- ----- ---- --- - ------- ---- - -- HEDGE -�-- 2o"B1RcN 1_❑ADI N G f 0. �� 95 2. 0 7 2. 32 2. 60 ? ?� 5 i 1 94�90 ® LOADING �® ------ - - SALEM STATE COLLEGE _ 1 Z. 36- 1 . 56 1 54 _ 8. 6 (130. 000 SF) - I 5. 28 , 3f� MAPLE - (- `. 23 2 63 r, 6 6. 1 9 4. 01 5 f1 N �� `•� 1 3 • 83 ��_ 42 6..50 1, 36 MAPLE 4 - p � 0 � '� d ® I 5 14. 3 SPO(" tg 4 `;¢- 2 6z 9 5NM1DE / � _ --- - HEDGE / - - - - - - - 4 spaces BUILDING �- 22"MA , = It - _ #4 ® 2. i9 3 2. 25 1-14 -- 0, 8 1 4; 12 � +/-3600 SF--- 1 F / ( 1 = 1 52 \ _ _ (140, 000SF ) 4' 4 � 3. 57 I - 2. 1 9 1 . 03 1.._4 ' 2 1 1 39 2. 05 1 . 0 30"MAPLE PLANTED -- _ AREA � � -��.-- � - - -A 57 ? 5; 3 n 1 22 0 - ? - 1 14 ' �- i . 74 1 45 1 . S 1 . 2� - � 3. 59 3 P 12 MAPLE , ® - g' �`� (520 C 2 s aces APLE J -- - - - " ®34 1 49 1 1. 6G i -i 1 Q� D 2. 1 6 t S ?. 66 3. 30 2 a f 4 i1 6 -- __�_ spaces -- - Lai - - -- 2. 1 2 5 i 2 1,3. 1 4. 01 0 4. 68-- ~ ` i 27"MAPLE - 2 40 ;x # 75 -f�7 1 . 0. 98 0 95 0. 18 PL4!`jTFD AR -- -- -�-- - - -- I --- - --I -- I -- - CL - 28 LE ----- 23 aces --- -- - - -- 4 4 �l 1 2. 1 53 1 c 1 c_ 0. 0. 7 1 G S l 2 i . 68 89 4. 7 4. 95 I -- - ------ - _ -- -- 1 SP- -- L�1� p I 1 ; 0 48 0. 36 0 33 a 4c' 0 0, 8` ; 4. 71 12: 9-3. 4 °e- L 41 UCeS " l FEC B. 91 ( 6. 0 4 3. O z i . 7}__ 1 29 1 `: 1 0'?- 0 2 0 81! V7 { 24 MAPLE 1 aces - 4 2 i c. c' 1 U �� -� 0 53- 0 -- 04i - Y, - EDL-- - --- - 55 Spaces -- -- i - ---- - I J - 1--08 1 -1 :4_`+ 1 . 04 G. 82 0. 3 HQI t s USA 98� '- `S 0 cam- 0 9P ' -- --- _.- -r' \\ (`C � ,�` � . \ I _I -�- - _ _. . BUILDING -� r :� #3 \ -�- »-4 EA 1 0 r2l 2 A1- C �E O)2 C 86 BLDG #5 --- - -- +- -_ --- - sT 2 40-- - _ ,q_ 0 9s_ J 95 a --- --- - { (60 .0100 SF 1 - (1.555 SF t - - - --- - - \ L L4ADINa - - --- -- --- I 0. 8 __SJ32 1 . 82 2 35 3. 0� 1 . ;�3 29 0-4-71-_ ;., -r p4_44 - 4---4+ 3� �' , -- �4 A l f Y l Z1 r 04/ 1 . Q5 E: 9- - 94 1 c'4 - 157 5 0. 8 1 . 1 1 . 62 0E 3 i 1 3 `5 ; 8 45 0, -- --- - - - --- n --- \ LOADING I ?CW 3 4 50 -- 10 55 1 5 1 '. 1 . 8 1 . 65 I i 7 0 \' I s \ • � b. 6 1 0 1 S. 4. ? I 1 9 A6 0, 72 0 Sc_' _-- -- •1.. - Y PLANE HORIZONTAL FC TAKEN AT I + - O ------ POI NT SPACING LEFT -Tp--RIGH 1 = 30 ft �f/ ?\ / 8 ,1 p e� - ---- - ------- -- ---� i• �"`� v� `, SNOW qac , F, : , G 5. 59 ?. .3`3. . 1.�54/ -�2 3� �7� i be 1 i 1 26 0 70 0 70 0 65 0. 60 0 63 Ci 66 0. 69 �4 0. 8( 1, 2 �5 4 3 L'4 /�!' ( CLUMP Cf w r POINT SPACI NG TOP--Ti - 3G F + / T STORAGE LONER LEF THAND CORNER OF PLANE � ` 09�s J L;/ l_- I I. I -�' ` CRABAPPLE X = 9581 Y = 5621 _ �� ,® �-� 1 AREA UPPER RI GHTHAfJD CORNER OF PL_Af�IE �1 q i 4 2t sp ce s �' ` 10 6 22 �3J l .i%6� ; 4 3 1 00 0 2 0 64 0 7c 0 ? 1 0, 8 1 . x, = 1l0 U ti' = 6368 - 1 - , 4 L1 GHT METER F_ AN r E ER I S NORMAL T❑ AVERAGE �c _ c 4c _ 0. 4I' �4 h, 7-� 7 56 3 06 l4 4t S�4 T` f 9 0 84 q7 I [ 9 1 . 4q MAXIMUM Fc - 1 4 3 ' I < ca MINIMUM f c = 29 I cD r 19 e 1 i AVERAGE MINIMUM = 8. 34 `L� MA`��I MUM,,Mi NI MUM = 49. 31 _\ " S � 00 0 9 %a� E33 90 1 4 I ( �� (� 03 1.,0 , ( 1. 9 2 4. 7 3 L'i cn � TOTAL NUMBER 7F POI NTS = ` c' TREE 18 ASH `� �(_ � CRAgAP E ,LUMP OF X I / 2. 6 ij.iO�13�spl 1a F, , c_ cncvce -I �� u c-j ,n 14.,.MAP:E ASF, 3?' 8�6 t 2-OAK c `z _ t g" TWIN a O� j? 2"SOAK � '0"ASH In J ' TRI PLS � �J ��/ 18";)AK �1�"\.SH LUMI fJAI RE SLE I c _ �10"()AK 14"OA , ' 6"APPL� y,T IN {FL_ tE"AMPLE 1WIIv EF-XS-1 000 -BV (' \ MOUNTING HEI GHT = 4 8"Or,K 26"OAK � % g"ASH C- F I :,\TURE QUAN`I TY- Pia LUMENS = 125000 LLF' = 9 \ � � m WZ ,j i / m r- - n ? 10"ASH w W S ; cP ' � o � UQo 6"ASHES z o & 3 Q � W 46 W 2 O n0 A ' 6"DOUBLt - W �, �, W //N i ASH r w m y; V� Zza ~ vNa 'JK O X42 ,s•" Z Z (r o k oPeS �� u 'w. �L < wuj c, aw � � LUMINAIRE E2 � x � > a •it. �w \\ /// ' ONw Z� EFXS-250-C Y n ri MOUNTING HEIGHT:- ?0' -0' Q W o "-' FI X URE QUANTI TY= 1 P n . o W Z LUMENS = 30000 ; a o L:_r = 9 50 U 50 100 / ?W = za I SCALE IN FEET Q J 0 v o 2 U = a� c j w 0 O wo Z H J W W W > OH V * U7 j w Q - 'fR.tMO + Cern. , ala.-ni on}, Ceine.4e� WALNVI let, HAQ H o r C, oV0DEFINITIVE SUBDIVISION PT ,A,N 1�f Q t ,eon/moa. - - -- - MARKE PT ,ACE 00 6 sop SALEM. R , _TN SALEM & PEABODYMASS. L f LOCUS MAP 9 REQUESTED WAIVERS INDEX TO DRAWINGS r SALEM: NONE (NO PROPOSED ROADWAY CONSTRUCTION) SHEET 1 INDEX SHEET PEABODY: SEC. III C.2.d. (TREES SHOWN ON PLAN) SHEET 2 SUBDIVISION PLAN — _ __ — — — — — — — — — — —� I SEC. IV A.3.b. (PROPOSED STREET INTERSECTIONS 750 FT. APART) SHEET 3 TOPOGRAPHIC PLAN MARKET PLACE SEC. IV B.4. SHEET 4 PLAN & PROFILE MARKET PLACE (CURBS) SHEET 5 DETAILS SEC. IV H.1. (SIDEWALKS) i W 1 I SEC. IV H.2. (GRASSPLOTS) SEC. IV H.3. (TREES) SEC. V J.1 . (STREETLIGHTS) I I , PE BODY AREA TABULATION _ ASSESSORS PARCELS W 3 SALEM SALEM ASSESSORS MAP 16 PARCELS E 374, 187, 190, 191 TOTAL SALEM PEABODY FEABODY ASSESSORS MAP 86 PARCELS 130, 1329 133, 134 2 LOTS 1 — 4 3059098± SF. 1631,256± SF. 141,842 ± SF. 0 ROADWAY 24,355 ± SF. . O ± SF. 24,355 ± SF. TOTAL 329,453 ± SF. 163,256 f SF. 166,197 ± SF. OR 7.56± ACRES OR 3.75± ACRES OR 3.811 ACRES ZONING SUMMARY E ZONE MIN. AREA MIN. FRONTAGE FRONT SIDE REAR Z (WIDTH) YARD 'YARD YARD RECORD OWNERS B—C PEABODY) NONE NONE —0— 10 FT. 20 FT. ' WIN SAV I, INC. I (SALEM) 40,000 SF. 150 FT. 30 FT. 30 FT. 30 FT. MARGARET M. BUCKLEY KATHLEEN J. BRENNAN JOHN C. JEFFERS I JEFFERS REALTY TRUST f , STREET GUILFORD TRANSPORTATION INDUSTRIES/B&M CORP. �oST ON I s REFERENCES ax` �" , AIN DEED: BOOK 11223 PAGE 171 M ITEM DATE DEFINITIVE SUBDIVISION PLAN KEY MAP SALEM PEABODY PLAN: PLAN BK 251 PLAN 14 - MARKET PLACE PRELIMINARY PLAN FILED 80 FINAICPLAN NFILEDD SALEM & PEABODY MASS. PUBLIC HEARING HELD ti PAN APPROVED INDEX SHEET PLAN ENDORSED Prepared For Prepared By. FOR REGISTRY USE ONLY Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. PO Box 1942 Christopher R. Mello P.L.S. APPROVED UNDER THE SUBDIVISION CONTROL LAW Boston, MA 02105 104 Lovell St, Peabody, Mass, 01960 I, NATALIE MAGA, CLERK OF THE CITY I, DEBORAH BURKINSHAW, CLERK OF THE (617) 770-8626 (508) 531-8121 OF PEABODY, MASS. HEREBY CERTIFY THAT CITY OF SALEM, MASS. HEREBY CERTIFY THAT SALEM PLANNING BOARD PEABODY PLANNING BOARD, I HEREBY CERTIFY THAT THIS PLAN CONFORMS THE NOTICE OF APPROVAL OF THIS PLAN BY THE INOTICE OF APPROVAL OF THIS PLAN BY SCALE TO THE RULES AND REGULATIONS OF THE THE PEABODY PLANNING BOARD HAS BEEN THE 'SALEM' PLANNING BOARD HAS BEEN AS NOTED ` REGISTERS OF DEEDS OF THE COMMONWEALTH RECEIVED AND RECORDED AT THIS OFFICE AND RECUIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT NO APPEAL WAS RECEIVED DURING THE NEXT - OF MASSACHUSETTS. TWENTY DAYS •AFTER SUCH RECEIPT AND TWENITY DAYS AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. RECORDING OF SAID NOTICE. ~--71 0 20 40 80 120 DA 7E „ C topher R. Mello Clayton A• Morin AUGUST 22, 1994 PLS 31317 PE 30969 RF 8131 A EWSIONS SHEET 1 OF 5 I i i AUGUS77NE J. MERLINA, TRUSTEE SOUTH ESSEX SEWERAGE D/S7R/CT ff f I --. , "" --• ' ^---•,..•.-....`N- - ..---1. --- • .., i _ NORTH tRIVER CAN AL r •yy EASEMENT MASSACHUSETTS BAY 7RANSPORTA 77ON AUTHORITY Formerlys, Boston d Ma l n e RR SEE PLAN PB 288 ' PLAN Salem and Lawrence Branch S70'12'S4"E S70'12'54"E S67049' 37"E 24 p=70*31'44" NOT TANGENT 401.24' 3 00' 46.00 __ GUILFORD 7RANSPORTA77ON INDUSTRIES p 230.00' ;+ ~ (CHORD S34'57'02"E 34.64) S70-12'54"E �� - �. UTILITY S3S•�8, 352.02' S70'12'S4"E 2956�`1 N l 3p �s, 20. FT. EASEMENT 20 FT. 86 r� n �t X21 0p 268.00 3�� ; - 255.00 N ?� 112.00 F ►v7 , 2'S ~ APPROXIMATE o 50 FEET <0� 0 I 4 w ZONING DISTRICT WDE M ARKET PLACE I LINE C; o * to. X50� � 1 O j i ti t N70'12'54"W 176.87' o �' I +� 20-..� '23 W 2 � 6 �� o cr �s 56 -� I A _ `� o. LOT 1 ED �: p0 129.52 10 47.35 �P. •�, _ - Z �n � -Q1 N, 30 w 97,537 SF. w I w ( CD o U, O• .�J LIO �� a` ? •p z . 3 V UTILITY >>b 9° (80,684± SF. SALEM o co 1133.20' r'- o°' EASEMENT 9' +. t R) I " =r �� (16,853_ SF. PEABODY) I N69'16 °' D " p0 (R) a 59 W 0 � { D=257'09 37 6p. Opp * siS. Z I I 3 O ` 69.30 �0 1p oar•°,tK Off, 3 -.� �p�.4jpU. in (R) DENOTES STRUCTU SEE 4 ) Q a 9R, 6S •`�0, '<<or° TO BE REMOVED AN co J- z A9, 28 �� TOPOGRAPHIC PL M ?per D 1 T 3) FOR DETAIL. 20 TREE T E•-� N lR (SHEET { 1 P S7631'56"E Y W B-C 334.95' � r w 3 � M �n LOT 4 0 (R) �� 3 vl N � ¢ p 66,236 SF. LOT 3 0 o LOT 2 _ 34,215 SF. o 107,110 SF. (n. N N (R) . . . Q � BEA VER S w (82,572f SF. SALEM) T. W M O (24,538± SF.• PEABODY) rt 0 CD Ld -75.29' O t w 0o Q J �45,50.w H ANG TRI LAM Z I_L 41.78' X83 $ u- (-0 O � E(R o� 86 3�, � N76'20'20 WAMH THI NGUYEN , CL� "�°'� NS220,S " �_((STRUCTu TO P A O EN�AMINLn 1 46.07 57. ?OBRA?"tC B A EALGIN K Y TO ZONING DISTRICTS W 01 67.10 SEE TO REg17 j c6 103.08' N6777•47"w cB " tS"EET 31 D I g-C = BUSINESS CENTRAL ,;�^ N67 36 19 W off - PEABODY N'` ^� ZONING DISTRICT LINE (ED = INDUSTRIAL , LIGHT �%K' , �' FOLLOWS ••°' PROPERTY LINE B-2 = INDUSTRIAL SALEM a _ 3 � = HIGHWAY BUSINESS 0 N (D a I-L � � c� = RESIDENTIAL- 2 FAMILY I CITY OF PEABOD Y + _ N d (n R-2 © � BURYING GROUND" _ _ Cr "OLDS SOUTH N 3 �n -04 IP P 72.50 LOT LOT N 6.02' N79•02 W 5, INDICATES 15 1 10'x 10' � �- STONE BOUND BODY N78,01•17"W DENOTES STONE BOUND ) F UTILITY EASEMENT PEABODY _ PS i i TO BE SET BY OWNER. STREET PS 12 STREFT 19,4'9 BH STON GRANITE MONTTALL S A��A 16.X 16•X 5.5 130 IN76'32'�9~W IV' VARIABLE �DTM x,22~w DEFINITIVE SUBDIVISION PLAN Ngo 3 o w MARKET PLACE 1071 Q THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS SALEM & PEABODY,, MASS. Q (/) AND THE RESUL IS OF A FIELD SURVEY AS OF THIS DA TE. w NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE lam'' COON D� OR AS TO THE EXISTENCE OF UW WRI TTEN OR UNRECORDED SUBDIVISION PLAN f �gav ARS ABLE I EA SEMEN TS. Prepared For Prepared By. t FOR REGISTRY USE ONLY Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. APPROVED UNDER THE SUBDIVISION CONTROL LAW PO Box 1942 Christopher R. Mello P.L.S. Boston, MA 02105 104 Lowell St, Peabody, Mass, 01960 I, NATALIE MAGA, CLERK OF THE CITY I, DEBORAH BURKINSHAW, CLERK OF THE (617) 770-8626 (508) 531-8121 OF PEABODY, MASS. HEREBY CERTIFY THAT CITY OF SALEM, MASS. HEREBY CERTIFY THAT SALEM PLANNING BOARD PEABODY PLANNING BOARD I I HEREBY CERTIFY THAT THIS PLAN CONFORMS THE NOTICE OF APPROVAL OF THIS PLAN BY THE INOTICE OF APPROVAL OF THIS PLAN BY SCALE THE PEABODY PLANNING BOARD HAS BEEN THE SALEM PLANNING BOARD HAS BEEN ' TO THE RULES AND REGULATIONS OF THE RECEIVED AND RECORDED AT THIS OFFICE AND RECEIVED AND RECORDED AT THIS OFFICE AND 1 = 40 REGISTERS OF DEEDS OF THE COMMONWEALTH r NO APPEAL WAS RECEIVED DURING THE NEXT NO APPEAL WAS RECEIVED DURING THE NEXT I OF MASSACHUSETTS. TWENTY DAYS AFTER SUCH RECEIPT AND TWENTY DAYS AFTER SUCH RECEIPT AND �. RECORDING OF SAID NOTICE. RECORDING OF SAID NOTICE. - - -- - - 0 20 40 80 120 f DA 7F r' ristopher 'R. Mello Clayton A. Morin ` ~ AUGUST 22, 1994 PLS 31317 PE 30969 REVISIONS F 8131 A L SHEET 2 OF 5 Y i �I I s t , r � i I t I BENCHMARK AUGUSTINE J. MERLINA, I SOUTH ESSEX SEWERAGE DISTRICT Chisel cut on W TRUSTEE Bridge Abutment 3 0 ELEV. 10.59 � TOP OF RIVERBANK G � NORTH RIVER CANAL SMH r 10.34 I �-,I 9.� - -- - - - - ' - - • - - - - --- - E - - -. - _ . . . _ _ - -• - - H I - - - - - -��- I- MASSACHUSETTS BAY TRANSPORTATION AUTHOR/TY - - _ _ . _ . . - .. . ._ _ ._ . _ .. . _ . .. _ . . .. - - - - - - - - - - - - - - - ACK Q Salem and Lawrence Branch u — - CBSN. , ' '�'� ' �'' _ "' TREES 8 BRU H I I��I - �.z 2 SWDM -- __ I 16 I '-GUILFORD_TRANSPORTATION INDUSTR/ES 9.9 DRIVE WAY CBSN. — — — D DMH W 9.41 DMH D 6.01 o I G D - -- - - - - DMH p I RT ROAD _ I _ = , To '_; _ -- _ _ _ - - - 30 Q ` C ------------ D _ p _ . _ -10.64 0 LOT 1 SIDING / - , . RA I LROAD "/� _ O \ - ABANDONED W MARKET '- PLACE - " " i ) -- - - - ' �`'�� ROOF ONLY ;� I I SHED, ` / ,/', i ice' , `l2•� � 14 CONCRETE (R _ (R) - WOODEN LL • \ _.. _ - _ - I i /��i /�' �'i% / °� a � _ _ PROPOSE �c FLOOR \ I �`; `,,� I �� ; ,�'�' C� RETA I N I G _WA A , k WALL STREET BENCHMARK i\ ,919 �,, - - - W _wo RAMP (R) �/ �� . I I > , Q I Rim of oc , �1 to -w Sewer Manhole ELEV. 11.80 'c PAVED; DRIVEWAY W w (Inv. 4.97) _ ' 1 z� 1 ` ' ' ' I I I I I RETA I N I NG WALL TO BE W CONSTRUCTED ACCORDING TO PLANS PREPARED BY A -J , o - � l i l �•� , ► I 11 1 r I REGISTERED STRUCTURAL ti E..,,t SMH � c R) ,� � _ _ 1 , , I� LOT 2 I I ► , „ , 2�" �G I �o I I i '► ' ENGINEER . o SHED � F `� � , ` g` I I , II 1 I � W LOT 4 , o� 20` , , \ I , I � Q 41 S co LOT 3 n" C7 >a � � ,� � DRAIN�AG SHED � I %' , � Q ' � ) �( ' -� '= �3°'�` '`\ _ - `i- '// ' ,' '; ' ; I I g - " � - WOODED AREA ~ - - - - � � EA VER o DRAIN) GE AREA �- wooD ST , / — ' \- I 1 1 �� ' MILL m Zc�.� 4- 16" TREES - CONCRETE I I � W X1.1 - ' - - ; = = - - ' cc SMH I ` ,�„ �`�� J OusE , _\ =_-= - - __ - __ _ =- = = IHOANG TRI LAM O ' 13. 12 , Q ' _ WAREN i,� _ _ _ __ _ _ _ l I-- L E G E N D ,�,� LL 5.55 � \ - - - - - BUILDING W` �- - v & W o , ,�,� -_ /, ODED AREA- _�l - _ _ _ - A•1MH THI NGUYEN Q e SMH PROPOSED SEWER MANHOLE 0 0 (R( , Wo 4-,12"' TREES ,/ ` / ,,- ;,!,� ® ", & (� DMH PROPOSED DRAIN MANHOLE REMAINS I �r\ _ _ - ___ " - '� / " 14 IN 1 BRICK - Zo- - -' - _ \ 14 '' N LAN r HYDCBSPROPOSED HYDRANPROPOSED CATCH T/_ - - 30 / �-(// 3;- '�= ' SHE + l �� F. , i l/� ,' aa• D 3. � / BEA T .. S ��5 �RHOUS � �i �.�� ; � _ � ' �,� _--_ -y — — — — _ _ _ � _ PPJ� ,C L � pREBI WG PROPOSED WATER GATE - d , L�. ____ a o ` , ,� Poo 00 PROPOSED CONTOUR a� 1 /' ��, �� / / �_d - Q ° Xf• ._._.- o _•` a` ,' �; 100x0 ' PROPOSED SPOT GRADE W �� ' \��/ � � �� EDGE OF LANDSCAPED AREA 8 TREES : ROOF W , �; �i E �, SHE Z `� o SMH EXISTING SEWER MANHOLE SMH �� '/ / -� HEAD&TONES _6_9 ; OUSE �Sr o DMH EXISTING DRAIN MANHOLE 16. I 1 — N-^b , ' �i � �' ' d��' (TYP I CAL) I EH �" 5.83 q � _ _ �� ', ' i / ;; u _ _ , WAR ® CBSN EXISTING CATCH BASIN SMH (R) ' , '// ° " " EXISTING CONCRETE �/ ° ` '� �i v WG EXISTING WATERGATE SLAB ti/� / a OF PEABODY D„ �r — 100 EXISTING CONTOUR W a CITY NG GROUN (R) , , J BURYI 100.00 EXISTING SPOT GRADE P V N , ' ° "OLDS SOU` - 1 , NG ' -0- UTILITY POLE 3 + BLDG. / �� DWELL-I -� 1 ,_ \ 1 No 160 --^ RETAINING WALL 1 2" STONE WALL I c° I 38.Y� OFFICE i . , �, CURB s f 315:3 �'C y 4` WELL I NG /' I I �- X x - FENCE - - 24 • D � <• P� � \ � . . �z• TREE 20 -� X001 N o , 166 _ _ - ' I SEP -0 HYD � . H,rD. PEABODY _ E T ST ra-i BO SALEM PAwING DEFINITIVE SUBDIVISION PLAN I 4�5+ � 1ROX1% 9 3o r 6•� MARKET PLACE - ogSN R' 2 �� • • W S SALEM & P EAB OD"Y, MASS. _ TOPOGRAPHIC PLAN (R) DENOTES BUILDING TO BE REMOVED DATUM: NGVD (0.0 = MEAN SEA LEVEL) Prepared For Prepared By. BENCHMARK a Chisel cut on b r l d A e abutment RM 6 Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. FOR REGISTRY USE ONLY Feder I Flood azard a for e d APPROVED UNDER THE SUBDIVISION CONTROL LAW PO Box 1942 Christopher R. Mello P.L.S. Boston, MA 02105 104 Lowell St, Peabody, Mass, 01960 I, NATALIE MAGA, CLERK OF THE CITY I, DEBORAH BURKINSHAW, CLERK OF THE PEABODY PLANNING BOARD (617) 770-8626 (508) 531-8121 OF PEABODY, MASS. HEREBY CERTIFY THAT CITY OF SALEM, MASS. HEREBY CERTIFY THAT SALEM PLANNING BOARD I HEREBY CERTIFY THAT THIS PLAN CONFORMS THE NOTICE OF APPROVAL OF THIS PLAN BY THE N10110E OF APPROVAL OF THIS PLAN BY SCALE THE PEABODY PLANNING BOARD HAS BEEN THE SALEM PLANNING BOARD HAS BEEN 1" = 40' TO THE RULES AND REGULATIONS OF THE RECEIVED AND RECORDED AT THIS OFFICE AND RECEIWED AND RECORDED AT THIS OFFICE AND 4 1 a REGISTERS OF DEEDS OF THE COMMONWEALTH NO APPEAL WAS RECEIVED DURING THE NEXT NO APPEAL WAS RECEIVED DURING THE NEXT y '" OF MASSACHUSETTS. - TWENTY DAYS AFTER SUCH RECEIPT AND TWENTY DAYS AFTER SUCH RECEIPT. AND7 , RECORDING OF SAID NOTICE. RECORDING OF SAID NOTICE. a 20 40 so 120 ' DA TE AUGUST 22, 1994 Christopher R. Mello Clayton A Morin PLS 31317 PE 30969 i REVISIONS F 8131 A SHEET 3 OF 5 1 .. II { k GENERAL NOTES ►+. 111 VVV��' 1 p tX) --�✓ I RIVER CANAL 1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED I 1 NORTH DUCTILE IRON PIPE. '" MASSACHUSETTSI 2 TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT SRS _ BA Y NSPORTA T10N I I I I ) PATCHED. X111 -- ---- --- -- -- G. T. IND. 3) ALL SANITARY SEWER MAINS SHALL BE 8" DIAMETER 1- S DMH , ' 2 ' x 4' CONCRETE BOX CULVERT CL 52 CLDI. ALL SANITARY SEWER SERVICES SHALL - G _ _- __ _ G ___ p _ 24• sTUB BE 6" DIAMETER CL 52 CLDI, PITCHED A MINIMUM DMH DMH DMH D _ _ — OF 1/4" PER FOOT. 0 0 207.79 D I.0 0 D E S E? HYDRANT Y _ W S 70' 12'54' E � _W sC�B sMH _W s' GATE 4) ALL STORM DRAINS SHALL BE CLASS V REINFORCED rn 8•x s• �— CONCRETE EXCEPT AS OTHERWISE NOTED HEREON. SMH I I o 31 0 REDUCER Q LOT RIM 11 .5 s —� 5) MINIMUM PITCH FROM CATCH BASINS TO DRAIN MANHOLES W i INV 7.35 ,�,3 ?�s _ SHALL BE .005 FEET PER FOOT. ��. m W W F 6 FIRE ALARM CALL BOX SHALL BE INSTALLED AS PER MARKET PLACE END STA. Q -� 3•64.45 WQ THE CITY OF PEABODY FIRE DEPARTMENT. UNDERGROUND WIRES- W _ Q.. V) 7) UNDERGROUND ELECTRIC SERVICE SHALL BE CONSTRUCTED DLOT 4 TELEPHONE �� j _W FIRE ALARM AS PER SPECIFICATIONS OF THE PEABODY MUNICIPAL o CABLE N LIGHT PLANT. _W i BENCHMARK LOT 3 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING '" Rim of LOT 2 AND DETERMINING THE LOCATION, SIZE AND ELEVATION Sewer Manhole OF ALL EXISTING U11LI11ES, SHOWN OR NOT SHOWN ON ELEV. 11.80 Inv. 4.97 THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN WRITING Of ANY U11LIlIES FOUND INTERFERING WITH THE PROPOSED f CONSTRUC11ON AND APPROPRIATE REMEDIAIL ACTION BEFORE PROCEEDING WITH THE WORK. 20 EXISTING RIGHT �� N N 0 8 SIDELIN _ _ i ~ o ~ o PROPOSED CE TERLINE N CD co _ o �z O ~ o s g o a EXISTING LET a N M SIDELINE - cn N N o of cn ai N _ z - -. S r w wLij 0 m EXISTING CEN ERLINE M o o � o S- 1 .0 — k _ Sa0.003 24" RCSO-003 0 12• DI DRA — _ 24" RC DRAIN =0,003 24 STUB u W M C t co 00 ` CDO J GD tD F- _ • NO ti � .:., QOj .:.. U O ZZ U� QM cm to � O ZLy O ; CO O � rn U � Q �v- ` EFINITIVE SUBDIVISION PLAN cn a Z- COCb x X � � W� a � in cr s Z a _ IlO W MARKET PLACE N co O O o n rn O• OO O) 0; O r.: p CS (V _ ' 0 SALEM & PEABODY, MASS. 0+ 0 +50 + 0 -+50 2+ 0 +50 3+ 0 +54 4+ 0 PLAN & PROFILE Prepared Forrep are y. FOR REGISTRY USE ONLY PROF I LE MARKET PLACE Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. APPROVED UNDER THE SUBDIVISION CONTROL LAW PO Box 1942 Christopher R. Mello P.L.S. Boston, MA 02105 104 Lowell St, Peabody, Mass, 01960 I, NATALIE MAGA, CLERK OF THE CITY I, DEBORAH BURKINSHAW, CLERK of THE SALEM PLANNING BOARD PEABODY PLANNING BOARD (617) 770-8626 (508) 531-8121 OF PEABODY, MASS. HEREBY CERTIFY THAT CITY OF SALEM, MASS. HEREBY CERTIFY THAT ` I HEREBY CERTIFY THAT 11-IIS PLAN CONFORMS THE NOTICE OF APPROVAL OF THIS PLAN BY THE NOTICE OF APPROVAL OF THIS PLAN BY CALE TO THE RULES AND REGULATIONS OF THE1HE PEABODY PLANNING BOARD HAS BEEN THE SALEM PLANNING BOARD HAS BEEN HORIZONTAL 1" 40; =` � REGISTERS OF DEEDS OIF THE COMMONWEALTH RECEIVED AND RECORDED AT THIS OFFICE AND RECEIWED AND RECORDED AT THIS OFFICE AND VERTICAL 1 - 4 NO APPEAL WAS RECEIVED DURING THE NEXT NO APPEAL WAS RECEIVED DURING THE NEXT OF MASSACHUSETTS. TWENTY DAYS AFTER SUCH RECEIPT AND TWENTY DAYS AFTER SUCH RECEIPT AND _ RECORDING OF SAID NOTICE. RECORDING OF SAID NOTICE. 0 20 40 80 120 A TE t AUGUST 22, 1994 Christopher 'R. Mello Clayton A. Morin PCS 3131 7 PE 30,969 ?EWSIONS F 81 ,331 SHEET 4 OF 5 DETAIL TYPICAL CROSS SECTION PROPOSED FIRE HYDRANT MARKET PLACE t no scale no scale , 50'_0" LA YOU DARLING B 62 B LOT PAVING 32' ROADWAY LOT PAVING Pumper Connection to Face Roadway 4 i G 2'-0" MIN. 4 1/2w BIT. CONC. PAVEMENT, TYPE I-1 Pitch 1/4 " per foot LAID IN TWO COURSES 3' BASE COURSE do 1 1/2" TOP COURSE Standard C.I. Road Box and Cover HER 0 V 12" Graved Base — No Stone Over 3" Dimension 8" x 6" C.L.D.I. TEE 000 C, FIRE 6" Gate Valve CONCRETE THRUST BLOCK Approved Subgrade AND CABLE (2�MIN. COVER) 7" 10' also MEN= O TIE RODS C 8" diam Water D E TA I L O 5' Min. Cover 12" Square By 4" Thick Stone or Concrete Base Drain 8" diam. Sewer MANHOLE s" Min. Cover r CONCRETE .THRUST BLOCK no scale } 24" DIAM. MANHOLE FRAME AND COVER LEBARON LK 110A, LABELED SEWER OR DRAIN AS APPLICABLE DETAIL CATCH BASIN Full Mortar Bed no scale TYPICAL TRENCH SECTION 24" x 24" CAST IRON FRAME AND GRATE2 to 5 Courses Leveling Brick no scale LEBAnPN LK 123 OR LK 124 1 1/4 BELOW PAVING - Full Mortar Bed PRECAST CONCRETE CONE 2 to 5 Courses Leveling BrickFORGED ALUMINUM SAFETY TYPE MANHOLE k STEP, ALLOY 6061, TEMPER T-6 AT 12" O.C. 9" f MINP PRECAST CONCRETE OR 4' — O" 4'-0" INSIDE DIAM. BARREL BLOCK WALLS (MORTAR JOINTS IF BARREL k PRECAST CONCRETE WALL SECTION USED) D D DDD OD/2 D DD PROP. HOOD All Joints and Penetrations " DD D o o D DD C 1 CRUSHED D D to be made fully Watertight) STONE D D D D D D OUTLET INLET 5" MIN a N - OUTLET i C4 1"—O" { , 5" MIN kPRECAST CONCRETE BASE 0 4 o Q ao 00 o NNOM o�=� DEFINITIVE SUBDIVISION PLAN PRECAIST OR CAST—IN—PLACE 6" Crushed Stone CONCRtETE BASE BRICK INVERT 6" CRUSHED STONE FOUNDATION Foundation MARKET PLACE OR CONCRETE CAST IN PLACE SALEM & PEABODY, MASS. DETAILS ' Prepared For Prepared By. FOR REGISTRY USE ONLY Stop & Shop Supermarket Co. Eastern Land Survey Assoc., Inc. APPROVED UNDER THE SUBDIVISION CONTROL LAW PO Box 1942 Christopher R. Mello P.L.S. Boston, MA 02105 104 Lowell St, Peabody, Mass, 01960 ' I, NATALIE MAGA, CLERK OF THE CITY I, DEBORAH BURKINSHAW, CLERK OF THE (617) 770-8626 (508) 531-8121 OF PEABODY, MASS. HEREBY CERTIFY THAT CITY OF SALEM, MASS. HEREBY CERTIFY THAT SALEM PLANNING BOARD PEABODY PLANNING BOARD THE NOTICE OF APPROVAL OF THIS PLAN BY THE NOTICE OF APPROVAL OF THIS PLAN BY SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS I TO THE RULES AND REGULATIONS OF THE THE PEABODY PLANNING BOARD HAS BEEN 11-IE SALEM PLANNING BOARD HAS BEEN AS NOTED REGISTERS OF DEEDS OF THE COMMONWEALTH RECEIVED AND RECORDED AT THIS OFFICE AND RECEIVED AND RECORDED AT THIS OFFICE AND OF MASSACHUSETTS. NO APPEAL WAS RECEIVED DURING THE NEXT NO APPEAL WAS RECEIVED DURING THE NEXT } TWENTY DAYS AFTER SUCH RECEIPT AND TWENTY DAYS AFTER SUCH RECEIPT AND hj' RECORDING OF SAID NOTICE. RECORDING OF SAID NOTICE. 0 20 40 so 120 DA 7E AUGUST 22, 1994 C .ristopher R. Mello Clayton A: Morin PLS 31317 PE 30969 REvrsroNs F 8131 A SHEET 5 OF 5 r - A f Plant List ; �Y QTY WT#+41 cPNL. H/`MF �1zF- 5P^c1 HC Rl\ G PLPk ANUS /& eeRI3rOLlf� '' ��-GYCx�� '' �LG}�DGDJD L.�NI�N bLAt� 2A4, 5" CN- IIS6 5fi� LILIN Vanasse Hangen Brustlin, Inc. PK I I PRL NU5 SERfRULATA,, " W�hIZ�I��I" +, {KW�l Z^° 4 GHI^P,'Y 21/2'1- � " Conmiltin Fn gincern and{Tanners G/�t, A� .>t-t�.-N � � PG 15 1'YRUS G�.L(r I✓ YEN I' I��C�Rf �C ^IzI�vcl��T Gl�l.l. f�Y 3"- 3'/2'' GSL, A� I-IrViN Illi Walnut Nt ,\r ate rtc► �1.�t►zl-2 70 11 711 1� COR t)ATi� " GR�N5P)R-C- GR�r:N13P)RE- LIHID�1`I �" -3/2 "CRL 1 =� 5t�'l-�N 01-921 17'1, G4-t 30 T506A }-t,EMLOG ' 1✓N Io PINu� N IGS �u�Tf�l t'�t� PI NII; e - 9'1 ��tt� P� 28 P1 H015 45TKobu is WM ITE P1 N E a,- 07 I^i'�' I O'C' JG �3 JUN! PES CHfNI=N515 " S� IREI=!�In 5� IEEN JLIN1PE L)H 10D8 JU N1 PEFRu"5 HORIZeN71.115 " PL-Utlo5A '' /,tNNWfZRA JUN I Pefi�!- Ic"- I mo, 3' C.C. RP 2S Rf-fiorMEHDROH x `' PJM" PJM t TGPK JG fir r j 3 �G C'T`I'P� OJGIIU��Ly f �iP, , F ( �, J \rf�*5TIN6 77, 5 5 FC Ptwp, REV 15e I ►z„ ,2„ i � -. k/ A LOAM TG It5 CH Proposed Soper Stop & Sloop " 1 r' i I — ---- ------- tfXIGiT I N9 FEN(:E R„ C �F rRry t-oAM I i L„ r-T - --- + _ -- JG -��-- 3 Rp �P G CH or E;1111Irl P) , C P>; 2 Z � INCj � � —� � G :, ±- ;�., D �} Irk H IGS F� D�I G- �jL�G�. �T�11vi�i� _ ff,4 - THE ?Jc 3t�P 3 j WN-i-1, TF') L� ' s �M H T�I NCi u'rEN i; oil, _ 5 1 I PGS ! --� t J `" 3a ?'�- Dt-46? 77'P 1 F VI)-\W,- 2 S�rlem P�. Pxi.Ga+, ,e 3/e L � - pY�GIPIo b��IT y f f r p NO. REVISION DATM Aw P * ' J DES IG B DRAWN CHECKED� BY �i��TINC TF-FET 'S r' f�Ei`'V'JN jG APPROVED BY f5 I „ I SCALE 1 - I 1 3 PA L �0 DATE Y r'TC1 ', G PROJECT TITLE R PI'upUsc. i ' 1 j I PG ti w ' SupCI' Stop & Shop Peabody and Salcm ISSUED FOR s----_ _ ' -- u�. t Manning Board Review Ca ' H ISH ESL v&,5f-: G'CL,G G t H LNK I1i NCE Wer, ., ��• .� ►A� 5 PN DRAWING TITLE r Landscape Plan 5 fz LIN ' ` "' .. O N ,.,,• -,<„, DRAWING N0. 1 If OET OF ”ITr F`N .`j I_1 HT1 + —ED yE �t~e''l` 4 '� 1 PLl"'NN ED ON IT P�:YM4PMENT 1H P PY AHD LPh'(, MA55 , Fe)F, Le7P � 51�P SUPERM C M PINY p t1 1='f= MDER RP, PF'� %P1 - 30 0 30 60 ��,5TaF-f-4 L14-,ND SL RVr=Y 1 Ifo "o. doh '� �' SHE OF bD JUNE l5, i��3 }BEV V/ l4• Dsc SCALE IN FEET JOB N0. 3 2 1, FH►<) f LaN 1"5 r L 1A%M05Ct'NPJ N 6 fi i 1Do l�NL.Y , �8 4- i Applied Image,Inc. i 1 1 i I - _ __. _ _____. _ _ _________ _____ _ i _ _' __ _ 1 � _� _._ _._.._ ... -- _ ,._._ _ _ _ __ _ _ -- -r-,--- - - - ,��. _-.,-.._..._,_._.,m.,,..._ � __._ -.. i '>, V I tkt i �� r \^\� ',.. n \\ I �Y\' ( u r E C s � ' ,1 1 vJ ,,.. __ _ _ _ _ . -- -- - - - i �. �. _ i I ' s .............. E J NORTH RIVER CANAL I — _ _......_.. . _-... ---t_ . . t:. .. _... .__. , ,-.,x ,n:•"n• -........W. ..zn_ -M< . .""."::.._ _ - . __.. .......... _........ i znl -_ __ _ ._.......__.__.._.....__ __ - _ _ __ .....__ .. _ Vanasse Hangen Brustlin, Inc. i �♦ 1: ; F �.'• � ,;� .. .A, .J,;: . - JIL.! ... ._' =�t;i•�D�.J' E `:t..r . ._. .. .. �,... _ \ ...._ _ ,�. - OSSW K DETENTION. .... . R ASIN _ Transportation _ ��•• - '-- PLANTING 5EE DETAIL.. Land Development 1+00 _ __ 2+00' l.2 7+00 �� SHEET (6HEET Cita 3+00 4+00 5+00 6+00 _. (-"— _ Environmental Services r ! GO _... _._.: _ :.rte r + _ tD + Ott ` _. _ '�~ _.. Watertown101 ,Mas1 sae WalnutStreet, 02272 2M - 1 __... 6179241770 FAX 617 2286 , 2 - f F I 924 LIMIT OF ' i.:1 VAN •:'-41, _. e o _.. _ _CAPIOPIF - 0 - I r OAM SE - is � '. '_ --3 PC r~ ., � • _.__ .. . _ . '' SWALE t,UITN D ZSUPFR . DOCK I 3 f I ..,_ ... ._,.........,._ _ m... _... _• _.. r3 .. 3 J RICE CUTGR S 3J i 2M 2 PK 3 R - N � m ; ! F >', 3 J � e; p + .o i I I �. 3 JG I _. t S110P _ _..-. AM 4 SEED _,.._•, " --- - ♦ o> s PROPOSED LOAM SEED - ^ , + PC = 9+10.96 __ 3 J I 2 M 1,1PERMARKET sWALE WITH I5 cN 2 PK 3 R RICE CUTGRASS--I P •.1 •. ' _. . •--... " . -- � MAll+l BUDDING: 63,013 SF . 3 _ ENCLOSED RECEIVING: 2,457 SF_ + _ Z' TOTAL B{11LDING: 65,470 SF DOCKS: 1.230 SF 2 1 CHESTS OND - ' - TOT 7 SF , AL GROUND COVERED: 64, 00 . Vo- I _.. 4 . :4- ' . • �:,` € I e 1,432 SF.. _ ... �•-, ,.. TOT MEZZANINES: 2 M „ AL ZANINE$ i 2 cY _ 0 r amend f 5 RC 3 VG LIMIT OF ISWL i PY : RG 5 RG c �y i, A i A ... 0 6 J G -o ..... ___ PAINTED - 3 CROSSWALK F 'k 1 s ,J•.'. CLQ =e • r ..q.. ,.was iF �1 x _ " c' a 5 EA t l s tea. o • rJ. T� - REMOVE DEAD TREES AND SELECTIVELY PRUNE EXISTING - 1 - YOUNG HARDWOOD TREES TO REMAIN. r ----. --- - -- - ` r t u i t - s o I s --- ------ _ __ Fti t ✓ � `. .,,, „ : E -• •'i •.:. ..M•;: _ � it C... � • iI s N ' yy I - ` (sH PRESSURE TREATED WOOD ,:y , „�� _• --_---- _____ -- --.___-, _ 6i H r m 1 "SHADOW BOX" STYLE ENCS � :c �'�C.. h� F;i�` r f `".I }.:• �2 "'.dw•s""-.rv"�q'_'.'•' —_ _• -----'—•— _- ---- ---- _ r"K+. , r .' A I` t L f _ � s :1 �; { .. -..�• err � t v,F _ ,� r e I� i -_ '�"`' .: ... ..... •_ - ... -. � - ,e � .•, .r• K.-t:r' -.:,-tR`+✓''.. _ _ .,3"•.st#c`; - �;,1..-_. 5 FN ;• :. a •' .a*• ... -• --' '------- - ----._.------------ -- ` E - No r Dat d " i - .. -ri y Te -.. # 4.. _.... _. �. �t " o ,. t ked b ,, Designed awn y _ -- v . 3�Jn C' SPI _.-.. .... _.._ �1�c r uidt/7) GA checked Approved --- i _ Variab/e g —G _- .. .. A t --- ---- --- / by d t. i Dots g�y' 1 ✓xs PROP CsATEWAY ARCH p � i \ A 12/17/97 j 3 PK RC t1•` :s _ Super Ston & Shop c 40 0 40 80 } s 'v, SCALE IN FEET 4 s I ynut Peaboby / Sal.0m, Massachusetts �. ty a ( 985 Cble Width) I VariaNOM le ST Construction I. ALL PROPOSED PLANTINCs LOCATIONS SHALL BE STAKED CAREFULLY - T LICO NAY G'RY. 00'fANC�1t.!"dAi"! CaOf"1'IA'!PL4ME •1� AS 514MIN ON THE PLANS FOR FIELD REVIEW BY THE LANDSCAPE ARCHITECT t ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR "IG 8 MALUS X "CENTURIAN" C£NTURIAN GR48APf'LE 2J'2-3" CAL f PRIOR TO INSTALLATION. FOLLOWING DATE OF FINAL ACCEPTANCE. PA & PLATANUS ACERIFOLIA "BLOODGOOD" BLOOOGOOD LONDGN PLA14ETR>=E 3�i-4" CAL 2, CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES 10. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY PK 13 PRIJAZ SERRULATA 4CIONZAN" KWANZAN CHERRY 3112-4" CAL j AND NOTIFY OWNERS REPRESENTATIVE OF C4011FLICTS. SNOW FENCE. ERECT SNOW FENCE AT THE DRIP LINE OF THE TREE. PC 14 PYRUB CALLERYANA "ARISTOCRAT" ARISTOCRAT PEAR 3t/2-4" CAL. M CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS WITHIN THE TO 11 TILIA CORDATA "GREENSPIRE" C•rREENSPIRE LITTLELEAF LINDEN 3�2-4" CAL 3.NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND LANDSSCAPE AREAS. ANY DAMAC*E TO EXISTING TREES, SHRI�B, OR LAWNS CH 30 TSUGA CANAJDENS15 CANADIAN HEMLOCK 12'-14' HT CONSTRUCTION HAS BEEN COMPLETED IN THE n MEDIATE AREA SHALL 15E REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST FN 10 PINUS NIGRA AUSTRIAN PINE 8'-S' HT Landscape TO THE OUANER. P5 46 PINUS STROB EASTERN U"TE PINE 6'-144T 4. 3-INCH DEEP SHREDDED PINE BARIC SHALL BE INSTALLED UNDER EA 3 EUONYMUS ALATUS "COMPACTA" DWARF BURNING BUSH 2'-2112' HT. ALL TREES AND SHlQlJ", AND IN ALL PLANTING BEDS, AS Sf•IOWN Il. AREAS: DESIGNATED "LOAM 4 SEED' SHALL RECEIVE 4" OF LOAM AND JC 66 JUNIPERLJS GHR�NSIS "5EA6REEN" 5EACREEN JUNIPER 18-24' SPD T�'n ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. SPECIFIED SEED MIX LA�UNNS OVER 3:1 SLOPE SHALT BE PROTECTED JH O JUNIPERUS HORJZONTALIS DEPRE88A PLUMOSA COMPACT ANDORRA JUNIPER 18"-18" SPD. Plan WITH EROSION CONTROL FABRIC. JS 18 JUNIPERUS SARGENTII SAF4 TENT JUNIPER 18-24" SPD. 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE IJ 6 ITER JAPONICA "BEPPU" DWARF 5WEETSPIRE IS"-24" HT. NOTED,OR APPROVED BY THE OWNER'S REPRESENTATIVE. 12, THE CONTRACTOR SHALL HAVE ALL FALL TRANSPLANTING HAZARD R5 B RHODODENDRON "BOULE DE NEIGE" BOULE DE NEIGE RHODODENDRON 18"-24" HT. PLANT'S DUG IN THE SPRING AND STORED FOR FALL. PLANTING RP 21 RHODODENDRON PJM PJM R 40DODENCIWN 2-2112' SPD. b.FINAL QUANTITY FOR EACH PLANT TYPE SHA.L BE AS SHOWN ON THE VC 6 VIBLNe4J 1 CARLES! MAYFLOWER vIBURIUM 2-24y' HT. FLAN, THIS NUMBER SHALL TAKE PRECEDENCE M CASE OF ANY 13, LOAM AND SEED DETENTION BASIN SLOPE WITH DISCREPANCY BETLEEN QUANTITIES SHOWN ON THE PLANT LIST AND RICE CUTGRASS (LEERSIA ONYZOIDES) ON THE PLAN. 1. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN 14, PLANT DETENTION BASIN PLANTS M CLUSTERS OF THREF WRITING BY THE OWNER'$ REPRESENTATIVE. PLANTS,2 FEET ON CENTER- J, w•;y Number 15. LOAM AND SEED ALL AREAS NOT OTHERWISE TREATED. S. ALL PLANT MATERIALS INSTALLED SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE "AMERICAN STANDARDS FOR NURSERY I6- THIS PLAN IS INTENDED FOR LANDSCAPING PURPOSES ONLY. STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. REFER.TO SITE /CIVIL DRAWINCsS" ALL OTHER SITE CONSTRUCTION I1 FOR`1ATIOt 6 10 { __:r STO 03834 3834LA.dwg s I 2'-0" HIGH CHAIN i LINK FENCE TOP OF ACOUSTIC SCREEN TOP OF PARAPET 28'-0" -A.F.F. t— 1�- --I— TF 7F ROOF LINE HIGH POINT — — — — — — — — — SIDING 24'-0" A.F.F. SHINr!ES HARDIE PLANK \ } _ Qfl I�dt \ \ HOMM shop FkWW Omp Chews shopFASCIA h \ Nk .\ \ ..e......re..«. \ \ ..L..,p.,L..a� . . - , CLAPBOARD NN SIDING - \ \ CAPE COD • D . . STYLE FACE \ BRICK FACE BRICK FIVotNISHED FLOOR » _ _ _ —0 A.F.F. e . -. _ >.,e I' - — SRONT WESTELEVATION HOWLEY SIDE SCALE. 8 sz 1 — -V-0" _ 1 2'-0" HIGH CHAIN ACOUSTIC (METAL) SCREENINGNTNG LINK FENCE PANELS THREE(3) SIDES TOP OF ACOUSTIC SCREEN 35'-0" Y A.F.F. S I I I I . . < Iall :_ TOP OF PARAPET � — 28'-0" A.F.F. „ — — — — — — 24 –0 A.F.F."F SINGLESCORE E CONCRETE BLOCK HIEEEI I I I I F-144:H7-F! r REAR MEZZ. FIN. FLR.h- ' 12' -8" A.F.F. 10I LJI i t , 1 _ i 1 IN FINISHED FLOOR h r 0'-0" A.F.F. .. -... .:,. ..4 .-.. .... 5..:, :N. - - REAR ( EAST) ELEVATION- SCALE: 1/8" — V-0" ACOUSTIC (METAL) SCREENING PANELS THREE 3 SIDES jillTOP OF ACOUSTIC SCREEN 35'-4" A.F.F. I- -- - --- -- --- - -� I I TOP OF PARAPET - 28'-0" A.F.F. CAPE COD STYLE 1 I FACE BRICK rt ----, —FACE BRICK Af tt f H, I SAILOR COURSEdli Ill III. I Ill 11111 [111 it tl till I IIIIIIII -� T.O.M. ® DOCKS) —SOLDIER COURSE —RELIEF i 14'-8" A.F.F. REAR MEZZANINE FIN. FLR. HARDIE PLANK 12'-8" A.F.F. FASCIA F.R.P. HALF COLUMN AND P S BASEMOM ' FIN. FLR. CAPE COD STYLE------/ FACE BRICKEzz t _.. 72 p.. ., ,.. ... - ... 1. .{ LEFT ( NORTH ) ELEVATION k SCALE: 1 /8" V-0" 1 I 2'-0" HIGH CHAIN , LINK FENCE » 6 –0 HIGH CHAIN 3'-0" HIGH CHAIN----\ –0 HIGH CHAIN LINK FENCE - --- dNK FENCE LINK FENCE TOP OF MASONRY SCREEN OIL 35'-0" A.F.F. irm UT Li Jill III TOP OF RETAIN ING WALL OIL --- - 31 0 __. TOP OF PARAPET — zr. 1 A.F.F. — .- fill I �, .... ,. SINGLE Ste"{ If Ill 1 11111 1ti--? „. ` .,.. }- II li APPROX. GRADE LINE II CGNCRETE �JLGCr�- � I SINGLE SCORE / ..r CO1ICgE7E BtCSCR` . t � . . LINE OF RECEIVING DOCKS BEHIND RETAINING — — — WALL TOP OF I WALL --STEPPED AS I 1 I SHOWN ABOVE GRADE i LINE - I II FIN FLR _ - - - - - - - — �RIGHT ( SOUTH ) ELEVATION — BOSTON STREET SIDE. - SCALE. 1 /8" — V-01' SUPER STOP SHEETN0. BRADFORD SAIVETZ + ASSOCIATES. INC. & SHOP SHALL NOT BE RESPONSIBLE FOR EXTERIOR E CONSTRUCTION MEANS, METHODS, TECH— STORE #005 NIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY D HOWLEY STREET OF PUBLIC OR CONTRACTOR'S EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR COPYRIGHT C b BRADFORD SAIWTZ + ASSOCIATES, INC. TO CARRYOUT THE WORK IN ACCORDANCE SCALE DATE SHEET PLAN NO. PEABODY MASSACHUSETTS Y WITH THE CONTRACT DOCUMENTS. „ „ . All Rights Reserved 1/8 =1'—0 9-5-97 81807119 BRADFORD SAIVETZ + ASSOCIATES. INC. X BRADFORD SAIVETZ + ASSOCIATES, INC.'S ENGINEERS AND ARCHITECTS No part of this document may be reproduced. stared in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, LIABILITY FOR THIS PLAN IS LIMITED TO DRAWN BY CHKD BY APPD BY DISK REF NO. document without the write permMrodon without adford prior pAss«.aatear�f�shad render It inwnl and umeable.Any m°di"`°ti°""to`"� REV DATE REVISION # MBADE C®YD ABPYD JGM 9`307-19 f� ZERO CAMPANELU DRIVE. BRAINTREE, MASS., 02184 THE EXTENT OF ITS FEE LESS THIRD PARTY COSTS. NO. _ — ,.., .. _... ,. ...... .> _ .. - :.. ,. ,.....xn.-•+^�s,:....«z-,...: _..!�'-.�*_✓.S^-..: tel# (617) 848-0020 fax# (617) 849-7759 _-.__.----___--_ — —___. __. ----_—__—_._—.._.—___—_ _ _. .. -_.. :. _:_ _..._..- - c_.:—__. .:+._aa::.._- __. _ '3Y _1. - rC. .F C -rY'..•' '..{°" .i._._af � -Y'.. _f._,,. - _ _ '1L _ ._�-1 .i. ---- -------- --- 2'-0" HIGH CHAIN UNK FENCE TOP OF ACOUSTIC SCREEN 35'-0" A.F.F. jI.ITOP OF PARAPET 28'-0" A.F.F. - --- -- -------- t I I I I I FACE BRICK ROOF LINE HIGH PO INT _ — — _ 1L� --I- — �- -.11 — I I — ter—. —CL,APJ3 — — 24'-0" A.F.F. / SIDING ASPHALT SHINGLES _U 0 0FkWW > Q� FASCIA- PLANK €''. >�o� Pmt tr�l� +o I�Oc � � � � & Bendy amp f ,. :. CLAPBOARD _ \ , ._�... . , , � STYLE LI CO FINISHED FLOOR RICK K _.. . _ ., , _. - - 0' -0" F.A.F. _ _ �. - - ..r�.�µ ;__ ..T.._ k FRONTl�WEST, ELEVATION -- HOWLEY �:. 3 I ticE I SIDE ,-- '7 SCALE: 1 /8" = 1 ,_0,. 2'-0" HIGH CHAIN LINK FENCE ACOUSTIC (METAL) SCREENING PANELS THREE(3) SIDES TOP OF ACOUSTIC SCREEN,&, 35'-0' A.F.F. —— —— TOP OF PARAPET — -� — — — — r- — — I I — — — � — —I — ..1(_ ._ —II � _LI — 11 — — � ROOF LINE HIGH POINT h I III if 24'-0" A.F.F. If SINGLE SCORE CONCRETE BLOCK If Ill I 1 11II fill 11 1 Ill fillr REAR tdQZ. FIN. FLR.� 12'-8" A.F.F. IfiIll if 11 N U711 FINISHED FLOOR INK 0'-0" A.F.F. L17. 771" sc REAR ( EAST) ELEVATION _ SCALE: 1/8" = 1'-0„ ACOUSTIC (METAL) SCREENING j PANELS THREE(3) SIDES TOP OF ACOUSTIC SCREEN 4'35'-4" A.F.F. -- - - --- - -- -- TOP OF PARAPET 28'-0" A.F.F. l n CAPE COD STYLE FACE BRICK - 11.1 111111111111114 ---- -FACE BRICK SAILOR COURSE LL11 1111i I SOLDIER COURSE -RELIEF— T.0.M. @ RELIEFT.O.M. ® DOCKS) _. 14'-8" A.F.F. - REAR MEZZANINE FIN. FLR. HARDIE PLANK 12'-8" A.F.F. FASCIA _ F.R.P. COLUMN AND - - BASE t A- ^H FIN. FLR. CAPE COD STYLE . _00$ -0. FACE BRICK Ell 1 LEFT ( NORTH ) ELEVATION- SCALE: 1 /8" = 1 ,_0„ 2'-0" HIGH CHAIN 6'-0" HIGH CHAIN 3'-0" HIGH CHAIN--\ LINK FENCE 6'-0" HIGH CHAIN LINK FENCE tJNK FENCE LINK FENCE TOP OF MASONRY SCREEN 35'-0" A.F.F. I TOP OF RETAINING WALL L_ —== 31'-0" A.F.F. TOP OF PARAPET - 28' -0" A.F.F. - . SINGLE SCO E 11 CONCRETE FLOCK II II APPROX. GRADE LINE �i SINGLE SCORE COt CF{ETEBLZ3CR— _ .- ---- 4, I TT.706717. LINE OF RECEIVING _ .. � DOCKS BEHIND RETAINING — — TOP OF RETAINING WALL j WALL —STEPPED AS I SHOWN ABOVE GRADE LINE . l - I - I I I 0F I N-onFLR _ — ' LL — — �-- — — — - - - - - — — — — — — i RIGHT ( SOUTH ELEVATION BOSTON STREET SIDE. SCALE: 1 /8" = 1 '-0„ i I, 1 - BRADFORD SAIVETZ + ASSOCIATES. INC. SHEET NO. SHALL NOT BE RESPONSIBLE FOR SUPER STOP & SHOP CONSTRUCTION MEANS, METHODS, TECH- EXTERIOR ELEVATIONS - STORE #O05 - NIQUES, OR PROCEDURES UTILIZED BY D - THE CONTRACTOR, NOR FOR THE SAFETY HOWLEY STREET _ - OF PUBLIC OR CONTRACTOR'S EMPLOYEES; - OR FOR THE FAILURE OF THE CONTRACTOR COPYRIGHT (C) by BRADFORD SAIVETZ + ASSOCIATES., INC. TO CARRY OUT THE WORK IN ACCORDANCE SCALE DATE SHEET PLAN N0. PEABODY MASSACHUSETTS WITH THE CONTRACT DOCUMENTS. „ All Rights Reserved 1 /8 =1'—O" 9-5-97 81807119 BRADFORD SAIVETZ + ASSOCIATES, INC. (�- BRADFORD SAIVETZ + ASSOCIATES, INC.'s ENGINEERS AND ARCHITECTS No part of this document may be reproduced, stored in a retrieval system, or transmitted In any form or by any means, electronic, mechanical, LIABILITY FOR THIS PLAN IS LIMITED TO DRAWN BY CHKD BY APPD BY DISK REF NO. photocopying, recording or otherwise, without the prior written permission of Bradford Saiwetr + Assoeiatea.Inc My madifieotans to this THE EXTENT OF ITS FEE LESS THIRD REV MADE CHK APPD ZERO CAMPANEW DRIVE, BRAINTREE, MASS., 02184 document without the written permission of Bradford Salvetr + Associates, Inc. shall render It Invalid and unusable. DATEREVISION - PARTY COSTS. NO. BY BY BY JGM 81807-19 tel# (617) 848-0020 fax # (617) 849-7759 4 170 Boston St. wSP Super 5top'n' Shop IP #4 p'1 ,bre«". g , €:a ^A M' r *'ib .r rh Y iIb A Y ✓% Ij aH F�% AA E xt, Ni N 'iNt i 3 ti� n ` ' tn^' 2" . a i s a r G"U t?f 17 U12M, tt��ixrliusk'f#� 3 `• FlaTIIIITtg �II2tI't� �r @ne JSzdr tt &rm _ rn n DECISION ^G O Wetlands and Flood Hazard District '�" LO Special Permit The Stop & Shop Supermarket Company do Atty.John R Serafini,Sr. 63 Federal Street Salem, MA 01970 On"Thursday, November 16, 1995,the City of Salem Planning Board held a public hearing which was duly noticed and advertised in the Salem Evening News on November 2, 1995,and November 9, 1995, under Section 7-16, Wetlands and Flood Hazard District Special Permit of the Salem Zoning Ordinance, at the request of the Stop and Shop Supermarket Co. and John C. Jeffers to explore the effects of the construction of a commercial building,relocation of an industrial building and maintenance of certain residential uses as a planned unit development on land of approximately 7.25 acres in Salem and Peabody. The proposed work is located at Howley and Boston Streets and is located within the Buffer Zone and Flood Hazard District Zone A. Following comments from the public and Board members, the Board voted on November 16, 1995 to close the public hearing. On November 16, 1995,the Planning Board voted by a vote of six (6) in favor,none opposed,to approve the application as complying with the requirements of a Special Permit and to issue the Wetlands and Flood Hazard District Special Permit subject to the conditions of the Planned Unit Development Special Permit approved by the Planning Board on March 23, 1995 and the Order of Conditions (464-238) issued by the Salem Conservation Commission on October 4, 1995, and/or any Superseding Order of Conditions. The Planning Board, after due deliberation and consideration, makes the following finding of fact: 1. The proposed use complies in all respects to the uses and provisions of the - underlying PUD District in which the land is located. 2. In a 1, 5 or 10 year flood event, vehicular and pedestrian movement throughout th, site and in relation to adjacent streets and property is adequate for safety and convenience. 3. All utilities are located and shall be constructed so as to prevent any damage due to flooding of the site. 4. The cumulative effect of the project at build-out results in no decrease of floodwater storage capacity on the site and no negative impact on flood flow from the site. There will be no adverse impact as to groundwater resources or increased stormwater runoff velocity on other properties as a result of the project. 5. The proposed development shall not include the storage of salt, chemicals, petroleum products or other contaminating substances or discharge of any polluting liquids or materials into streams, brooks or wetlands. 6. The floor levels of work spaces to be occupied at the site are four (4) feet or more above the seasonal high water table. 7. The floor level of the lowest floor of new construction at the site is at or above the one hundred year flood level. The Special Conditions are as follows PUD Special Permit 1. Conformance with Plans All work shall conform to the following plans: a. "Proposed Supermarket Peabody & Salem, Nfass.", sheets 1-17, prepared for Stop & Shop Supermarket, by Eastern Land Survey Assoc., Inc., dated June 15, 1993, revised April 20, 1994. b. "Landscape Plan", Sheet 1 of 1, prepared by Vanasse Hangen $rustlin, Inc. dated 12/1/93, revised 12/19/93 and 3/8/95. 2. Overnight Storage of Trucks There shall be no overnight storage of trucks on the Stop & Shop portion of the PUD. 3. Off-Hour Deliveries All truck deliveries to the PUD shall be limited to the hours of 7:00 A.M. - I1:00 P.M. 4. Off-Hour Refuse Collection All refuse collection at the PUD shall be restricted to the hours of 7:00 A.M. - 11:00 P.M. 5. Site ightin There shall be no direct lighting of adjacent residential properties. a. Site lighting shall be designed to provide adequate site security, while at the same time, providing a shield to guard against glare in surrounding residences. /171 A detailed foot candle diagram shall be submitted to the Planning Department. Such plan shall be reviewed and approved in writing by the City Electrician and the City Planner prior to the issuance of a Certificate of Occupancy. 6. Hours of Operation The hours of operation for Stop & Shop shall be 6:00 A.M. - 11:00 P.M. Any amendment to these hours of operation shall be subject to the approval of the Salem City Council in conformance with Section 7 3/4 -3, "Retail Business Establishments - Hours of Operation", of the City of Salem Code of Ordinances. In addition, any amendments to hours of operation shall require the approval of the Salem Planning Board. The hours of operation for Jeffers Lumber shall be in conformance with applicable City Ordinances. 07. Sinage The Applicant shall submit a detailed sign package for the entire PUD site to be reviewed and approved in writing by the City Planner prior to the issuance of any Certificate of Occupancy in the PUD. North River Bicvcle/'YValking Trail a� The Applicant shall clean debris from the North River Canal, for the entire length of its property. Such cleaning shall be repeated annually, in perpetuity, with notice of said cleaning to be provided to the Salem I� Planning Department. All obvious debris shall be removed immediately. V The Applicant shall contribute 525,000 to the City of Salem toward the construction of the pedestrian/bicycle trail in conformance with the recently completed city-wide Walking Trail Plan prepared by the Planning Department and submitted to the Massachusetts Highway Department. The Applicant's involvement shall be contingent upon the Salem Trail Plan being included on the Transportation Improvement Program (TIP) of the Massachusetts Highway Department. 9. Historical and Archaeological Review The Applicant shall conduct a reconnaissance archaeological and historical survey (including a historic building survey) as required by the Massachusetts Historical Commission (MHC), the Salem Historical Commission and any and all requirements of the Environmental Impact Report filed with MEPA. - 10. Harmony Grove Road "Hillside" Clean-up - Stop & Shop shall pick up litter and trash from the hillside of the privately-owned - properties along Harmony Grove Road, to the property line of Salem Oil and Grease, provided that permission is granted by the private property owners. Written permission of the owners will be submitted to the Planning Department directly by the owners. Such clean-up shall be repeated annually, with notice of the dates of clean-up to be provided to the Salem Planning Department and to each of the property owners fourteen (14) days in advance of the clean-up date. Stop & Shop shall not be liable or responsible for the clean-up of any materials dumped on these private properties nor shall Stop & Shop be responsible for or required to remove any debris which may be hazardous or require special disposal or clean-up pursuant to Massachusetts General Laws. 11. Drainage The Applicant shall submit a revised drainage plan to the Planning Department depicting the recommendations of City Engineer Charles Quigley outlined in a memo dated March 3, 1995. No portion of any land extending more than thirty(30) feet into any R-2 Zoning District from the I/R-2 Zoning District boundary line may be used as part of this project and therefore, no portion of the revised drainage system shall encroach more than thirty(30) feet into the R-2 Zoning District. The revised drainage plan shall be reviewed and approved in writing by the City Planner and the City Engineer prior to the issuance of a Building Permit. 12. Taff a. Howley/Walnut Street The Applicant shall design and construct traffic improvements at the Howley and Walnut Streets intersection in accordance with plan entitled "Proposed Supermarket Peabody & Salem. Mass. sheets 1-17, prepared for Stop & Shop by Eastern Land Survey Assoc., Inc. dated June 15, 1993, revised April 20, 1994. Howlev Street The Applicant shall widen Howley Street in accordance with plan entitled, "Proposed Supermarket Peabody & Salem. Mass.", sheets 1-17, prepared for Stop & Shop by Eastern Land Survey Assoc., Inc. dated June 15, 1993, revised April 20, 1994.. C. Howley/Main Street Intersection The Applicant shall install a traffic signal and associated traffic improvements at the intersection of Howley and Main Street, in accordance with the plan entitled "Proposed Supermarket Peabody and Salem, MA" sheets 1-17, prepared for Stop & Shop by Eastern Land Survey Assoc., Inc., dated June 15, 1993, revised April 20, 1994, prior to the issuance of a Certificate of Occupancy. Prior to the issuance of any Building Permit, the Applicant shall obtain a written commitment from the Mayor of the City of Peabody allowing the traffic signal and the associated traffic improvements to be installed at Howley/Main Street to be coordinated and integrated with the proposed improvements which will be undertaken on Boston Street by the City of Salem and the Massachusetts Highway Department. Boston Street - The Applicant shall provide the City of Salem with $150,000 to be used to complete design and construction documents for the reconstruction of Boston Street. The $150,000 shall supersede and is in lieu of the $100,000 included in the Mayor's Mitigation Package for Boston Street Traffic Improvements. Such design shall include Boston Street, from the Howley and Main Street intersection in Peabody, continuing to the Boston and Bridge Street intersection. The design plans shall support the recently announced, State-funded improvements on Boston Street and shall include, but not be limited to resetting of curbing, new sidewalks, tree plantings, anc a coordinated, computer controlled hardwired traffic signal system along the length of Boston Street from Howley Street to Bridge Street. The written commitment from the Mayor of Peabody received in condition No. 12(c) shall be utilized to include the Howley Street signal in this design. �e� Neighborhood Traffic Study The Applicant shall provide the City of Salem with $30,000 to complete an Entrance Corridor Study which shall define potential improvements to the Harmony Grove Road and North Street entrance corridors. Included in such study shall be definition of methods to improve traffic safety in the (� neighborhoods which abut North and Boston Streets. \J Mason Street. Grove Street Harmonv Grove Road Intersection Upon completion of the Neighborhood Traffic Study, the City shall commit $20,000 toward design of a traffic signal at the Mason Street, Grove Street, and Harmony Grove Road intersection. Cl Neighborhood Improvements The Applicant shall provide the City of Salem with 525,000 to fund Neighborhood Improvements in the area surrounding the proposed development. The Planning Department shall create an ad-hoc advisory group of neighbors to determine the most appropriate expenditure of these funds. l4. Landscaping a. Landscaping shall conform with Landscape Plan dated 12/1/93, revised 12/19/93 and 3/8/95, prepared by Vanasse Hangen Brustlin, Inc. except as specified in condition No. 14(g). b. All curbing within the entire PUD parking area shall be vertical concrete. All curbing at the Stop & Shop entrance and exit drives shall be vertical granite curb. C. The sidewalk which will be installed the entire length of Howley Street shall be vertical granite curbing with concrete walkways. d. The proposed row of white pines planted adjacent to the Peabody Cemetery shall be staggered to provide more complete screening. The proposed chain link fence shall be changed to a wooden fence. A detailed plan of the proposed wooden fence shall be submitted to the Planning Department for review and written approval by the City Planner prior to the issuance of any - Building Permit for the PUD. e. Landscaping plan shall be amended to include the addition of islands at both ends of all aisles within the Stop & Shop parking lot. The revised plan for the islands shall include two (2) trees per island in addition to the shrubs as shown on the plan. f. All trees for the project shall be a minimum of three and one-half inch (3'A") caliper. a ' g. A new planting plan which illustrates each of the amendments proposed in condition No. 14 shall be submitted to the Planning Department within ninety (90) days of approval of this decision and such plan shall be approved in writing by the City Planner. h. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy for the Stop & Shop building, the Applicant shall be required to add further landscaping if such is required by the City Planner. I. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. 15. Noise Mitigation a. All rooftop equipment shall be screened with the construction of a building parapet and twelve (12) foot high acoustical screens around the store's roof top equipment. Stop & Shop shall submit catalog cuts of the selected panel to the Planning Department for review and written approval prior to issuance of a Building Permit. b. Stop & Shop shall utilize rooftop refrigeration condenser fans which operate at a fan speed of 850 RPM. C. If all appropriate permission from abutters is obtained, then all noise mitigation shall conform with the landscape plan (dated 12/1/93, revised 12/19/93) and the Illustrative Sections Plan (dated 10/6/94) prepared by Vanasse Hangen Brustlin, Inc. In addition, work shall conform with the scaled plan and elevation figures prepared by Tech Environmental, Inc. (dated January 30, 1995). d. Stop & Shop agrees that the noise levels including those emanating from the store's mechanical equipment will not exceed 44 dB(A) during the quietest overnight period (defined as midnight to 6:00 A.M.) as measured in the backyard of a residence abutting the site. Permission to measure in the backyard must be obtained from the resident prior to any sound level measurements. Upon completion of the project, a sound level test shall be performed during the period of the first June 15-September 15 which follows the opening of the store, at the request of the Planning Department by a professional sound engineer, to be paid for by Stop & Shop, to ensure that the noise level does not exceed 44dB(A). The methods of undertaking the sound level test shall be approved by the Planning Department and reviewed and commented upon by Stop & Shop. A written report of the sound level test shall be submitted to the Planning Department. A representative of Stop & Shop may be present to conduct or observe the _ sound level testing. If post construction, noise levels exceed 44dB(A), Stop - & Shop shall provide whatever mitigation is deemed necessary to reduce the nighttime noise level to 44dB(A). The Planning Board acknowledges that this condition may be more stringent than the Board of Health approval dated December 14, 1994 referenced in paragraph 20 of this decision. eO Stop & Shop shall post a bond or place in escrow an amount of$50,000 for a period of 18 months following the issuance of a Certificate of Occupancy. This amount may be used by the City of Salem to design and install mitigation measures if necessary. 16. B +il ing Materials Elevation drawings of the new or reconstructed buildings in the PUD shall be provided which indicate the building materials which will be used. The elevation drawing shall be approved in writing by the City Planner prior to the commencement of construction in the PUD. 17. Maintenance a. The Applicant shall employ an acceptable method or means for the holding and disposal of trash (rubbish) during site development with a copy of this method sent to the Planning Department and Health Department in writing for their written approval. b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the Applicant, his successors or assigns except that the City will be responsible for the trash removal for the residential dwellings. C. Winter snow and ice maintenance process shall be approved in writing by the City Engineer. d. Winter snow in excess of the snow storage areas shall be removed off site. 18. Communitv Set Aside The Applicant shall donate $100,000 to the City of Salem to undertake community improvement projects. Such funds shall be used at the discretion of the Mayor to assist the City in off-setting the increase of water and sewer rates in conjunction with the construction of the South Essex Sewerage District Secondary Treatment Plant. Summer Jobs Prgpr Stop & Shop shall create a Neighborhood Summer Jobs Program which will give preference to hiring neighborhood youth for temporary summer employment. Evidence of such program shall be provided in writing each year to the City Planner. 20. Board of Health All conditions in the Board of Health decision dated December 14, 1994 are hereby incorporated into this Decision. -21. Clerk of Works A clerk of the works shall be provided at the expense of the applicant as deemed necessary by the City Planner. 22. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be b. 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. 23. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy for Stop & Shop. 24. Genal a. Upon request of the Applicant, and following a public hearing, any provision of this Special Permit may be waived or amended by a% vote of the Planning Board. 25. Violations Violations of any condition contained herein shall result in notice being served on the Applicant to appear before the Planning Board at its next regularly scheduled meeting. If it is determined by the Planning Board that a violation of any of the conditions has occurred and if corrective action is not immediately forthcoming, this may result in revocation of this permit by the Planning Board. Order of Conditions 464-238 1. All work shall conform to the above-referenced Notice of Intent (NOI), site plan and supporting documents and those final specifications which shall be filed with the Commission prior to construction. Any change made or intended to be made to the approved plans shall require the applicant to inquire of the Commission in writing whether the change is substantial enough to require the filing of a new Notice Of Intent(NOI). 2. Members and agents of the Commission shall have the right to enter and inspect the premises at all reasonable times to evaluate compliance with the conditions in this Order. The Commission may require the applicant to submit additional data or information necessary for the Commission to conduct that evaluation. 3. Upon completion of the project, the applicant shall submit, with the request for a Certificate of Compliance, an affidavit,prepared by a professional engineer or land surveyor registered in the Commonwealth of Massachusetts, stating that the - site has been developed, in accordance with the requirements of this Order of - Conditions,the referenced site plan and supporting documents. 4. This Order shall apply to every successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans or part thereof. In the event this land or any part thereof changes ownership before or during construction,the current owner shall notify the new owner, by registered mail, of this Order prior to the transfer of ownership and shall forward proof of this notification to the Commission. 16. *There shall be no storage of rock salt or sand on the site. 17. *Lower sodium de-icing chemicals shall be used on all paved surfaces. 18. All erosion control measures and drainage structures shall be in place prior to the paving of the parking lot. 19. The Applicant shall submit a construction timetable to the Conservation Commission for their written approval ninety (90) days prior to commencement of construction. 20. *The Applicant shall manually clean debris from the North River Canal,for the entire length of its property. The clean-up shall be done from outside the bank of the river. No heavy equipment shall enter on the bank. Such cleaning shall be repeated annually, in perpetuity,with notice of said cleaning to be provided to the City of Salem Planning Department. All obvious debris shall be removed immediately. 21. *The Applicant shall pick-up litter and trash along the river, from its property line to the property owned by Salem Oil and Grease, provided that permission is granted by the private property owners. Such clean-up shall be repeated annually, , with notice of the dates of clean-up to be provided to the Salem Planning Department fourteen(14) days in advance of the clean-up date. Stop and Shop shall not be liable or responsible for the clean-up of any materials dumped on these private properties nor shall Stop and Shop be responsible for or required to remove any debris which may be hazardous or require special disposal or clean-up pursuant to Massachusetts General Laws. *Ongoing conditions that do not expire upon issuance of a Certificate of Compliance. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The fee for recording :or-registering shall be paid by the owner or applicant, his successors or assigns. Walter B. Power, III Chairman NORTH RIVER CANAL GUILFORD TRANSPORTATION INDUSTRIES MASSACHUSETTS BAY TRANSPORTATION AUTHORITY EXIS77NG TRACK 4. 401.24' to 16.00'20.00' _ SE D45A I •%. .352.02 2 ' ' Hs 'lPA fs 9 = 252 42. 25 187. 75 I ' ll IHC HC► HC HC R•25' ' �- N N N PARCELS PARCEL R- 2 P & S 131 SPAES@ = 27 ' W o TRANS. ,`pQ� (r) Q _ w ; O PAD Q�� 50.7 J zzi Q Q +�+31 PAES@9' = 27 ' `� � W � (� N I DOCK 80- 14 53. 06 133.20' V 1 133 ISPA 1 9' =1 _ in CD COMPACTOR j 33 PA ES @ = 29 Cl)LL LL to C7 - I— O a N �o MARK A. & STEVEN P. 1.� — � I W N p CDorn I Y ENG � / J w w w , 32 SPA ES @ = 28 ' cd 30' (n .. aN f TYP I CAU io Q U �, M C WOE Q, \ "' 32 SPA ES @ = 28 `� ' C) [�Q ` ' " v W c90� O N I Q' z Cl)t�' `` �o' �� -__. PARKING SUNWIARY - JEFFERS I--cn (Z J W cn Q� JDE & MARIA REOU I RED PARK I NG t , (n c6 DWELLING 15 SP. x 4 UNITS = 6 SPACES 30 4cj@ ' 2)0' m - GEORGE - - COMPANY VEHICLES 6 LO I SPACES/2 EMPLOYEES x 9 = 5 I SP. / 1000 SF. (EXCIL . STORAGE) 7 3o sP S @ 2 TOTAL REOU I RED 24 PROVIDED 28 R= 25' 14 I PARK I NG SUMMARY - STOP 8 SHOP R= 25' "' � LAM PROPOSED PROPOSED PARK I NG s 363 SPACES G TR HANDICAP PARKING 8 SPACES 8 PA S 9'= 2• He He He He N 15.2g' ROAN & PARKING RATIO, 363 SP. /63922 SF = I SP- / 176 SF 45' I 47.s 41.78 NGUYE OR 5.7 SP. / 1000 SF AMN 8 IS' 30• Is' .'� •.. � 52' s.o2' ' NOTES 103.08 5. 1 ' 67. 10' 2* .2, z I . ALL DIMENSIONS SHOWN TO PROPOSED CURBING 223. 3/ ARE TO OUTSIDE FACE OF CURBING. 72 _ SED o — �QQ ^�• I RELOCATED z PROPO Q p h `L MILL x STORAGE K' S_ 2. ALL CURB RADII NOT OTHERWISE SPECIFIED SHALL BE 4 6 ��• BUILDING BU I' O_ W PLANT ' 3 . BUILDING LAYOUT D 1 MENS I ONS ARE TO 0►UTS I DE CONC. U Q .J W 83' 10'X to p FACE OF BUILDING 2..... TRUCK Z SILO--/ _ PARK i NGSTORAGE O Q O I 11 BU 1 o Cp "� OF PEABOD Y - o z _ CITY ROUND" O o f °' N x "—' m 10 BURYING G a n "OLDE SOUTH co I I NG � , DWELL oFFic SITE . LAYOUT PLAN No• 166 �, 72. 5 PROPOSED SUPERMARKET CITY LINE — 15. 02 d — — — - — REE P EAB OD Y & SALEM , MASS. ON Prepared For Prepared Br. eos19.49' DETAIL Stop & .Shop Supermarket Co. Eastern Land Survey Assoc., Inc. P.O. Box 1942 Christopher R. Mello P.L.S. ' 98•` 8 HAND I CAP PARKING SPACES Boston, Mass. 02105 40 Lowell St, Peabody, Mass, 01960 w 1 NTS (5108) 531-8121 -C 1 SCALE R� 1„ — 40, r KN Or Cl M occ a J mm 1 m 0 20 40 80 120DA 7E \�C crr W � • hristophei- 'R. Mello Clayton A. Morin 4 JUNE 15, 1993 PLS 31317 PE 30969 nn • , � 81 �f�, � � REV1SlDNS F 8131 A lJ- 45' } SHEET 4 OF 17 I