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HomeMy WebLinkAbout2016-07-05 Decision SPR 384 Osgood St %AOR 11 3 a 0 1 4 ...... 6 1 1. -- 0 CU C C"""T'I IWIC" # 0 016 JUL -7 AH 8: 32 %vs,qc PLANNING DEPARTMkr Community Development Division 1600 Osgood Street North Andover,Massachusetts, 01845 NOTICE OF DECISION- SITE PLAN REVIEW--his is to owigy Uiat twenty(20)days have elapsed(tarn date of declWon,#W Any appeal shall be filed without filing of an appeal Date 0/ within (20) days after the JOY60 A,gffidanaw date of filing this notice in 11own 010 the office of the Town Clerk. Date: July 5,2016 Public Hearings: June 7,2016,June 21,2016, July 5,2016 Date of Decision: July 5, 2016 Petition of. Town of North Andover 120 Main St. North Andover,MA 01845 Premises Affected: 384 Osgood Street/Public Works Building North Andover,MA 01845 Map 94 Lot 02 The above petition for Site Plan Review is according to the requirements of the North Andover Zoning Bylaw, Sections 8.3, 10.3,and 10.31 and MGL c.40A,Sec.9. So as to allow the construction of a 7,100 SF administration/office building, thirty one (3 1) parking spaces, the demolition and construction of a 8,000 SF salt shed and stormwater management landscaping, lighting and utilities in the Residential-4 Zoning District. After a public hearing given on the above date, and upon a motion by L. Rudnield and 2nd by D. Kellogg the Planning Board APPROVES the Site Plan Review Special Permit as amended and based upon the following conditions.Vote was 5-0 in favor of the application. C kA 6 On beh of the North dover Planning Board John Simons,Chair Lynne Rudnicki David Kellogg Lora MoShorty ATITST.- Peter Boynton A True Copy Town Clerk I . Town of North Andover Site Plan Special Permit 384 Osgood/Public Works Building July 5,2016 The Planning Board herein APPROVES the construction of a 7,100 SF administration/office building, thirty one (3 1) parking spaces, the demolition and construction of an 8,000 SF salt shed and stormwater management,landscaping,lighting and utilities in the Residential-4 Zoning District. This Special Permit was requested by the Town of North Andover. The application was filed with the Planning Board on May 6, 2016. The public hearing on the above referenced application was opened on June 7,2016,and closed by the North Andover Planning Board on July 5,2016, The Applicant submitted a complete application,which was noticed and reviewed in accordance with Section 8.3, 10.3,and 10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A,Sec. 9. The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Section 8.3 and 10.3: FINDINGS OF FACT: 1) On June 17, 1974 the North Andover Zoning Board of Appeals voted in favor to Grant a Special Permit to construct a new Municipal Garage and Office Facility under Section 4.122 (10) of the Zoning Bylaw and as shown in Table 1, "Summary of Use Regulations"in the R-4 Zoning District. 2) The North Andover Zoning Board of Appeals is reviewing the application for a Variance for the proposed administratior/office building for side setback, from Table 2, "Summary of Dimensional Requirements". The required dimension. is 20'. Side setback (left) of 16.8 feet is requested (relief is 3.2 feet) in the R-4 Zoning District. In addition, the Zoning Board of Appeals is reviewing a Variance for the proposed salt shed for side setback, from Table 2, "Summary of Dimensional Requirements". The required dimension is 20'. Side setback(left) of 10.4 feet is requested (relief is 9.6 feet) in the R-4 Zoning District. 3) The Salt Shed is being proposed as an Alternate Bid(Ad. Alt.)to the Project. An Alternative Bid is a bid that can be added or deducted by an owner if the defined changes are made to the plans or specifications of the base bid. The Applicant at the July 5, 2016 meeting stated that the Town will be pursuing both the Base Bid and the Alternate Bid. 4) Filed a Notice of Intent on May 27, 2016 with the Conservation Commission and the Massachusetts Department of Environmental Protection(MassDEP). 5) Existing parking conditions consist of twenty one(2 1)parking spaces in the front parking lot. 6) Per the Zoning Bylaw Section 8.4. (a) the Inspector of Buildings has determined twenty one (21) spaces are required for the 7,100 SF office/administration structure. The existing 22,960 SF structure has been determined as a "municipal garage" which requires six (6) parking spaces. The proposed 8,000 SF salt shed was determined by the Inspector of Buildings to not require parking spaces. The total required spaces for the site is twenty seven (27). Additionally, per 521 CMR Architectural Access Board section 23.2.1 (total number of parking spaces 26-50)requires two (2)handicap spaces of which one is required to be Van Accessible (521 CMR 23.2.2). (See memo from the Inspector of Buildings dated July 1, 2016). 7) The Applicant has provided a parking plan that provides ten (10) spaces in the front of the building, two (2) of which are handicap accessible, three (3) to the side of the existing building, and eighteen (18) spaces in the rear of the existing building accounting for thirty one(3 1) spaces for the facility. 8) The specific site is an appropriate location for such a use and the use as developed will not adversely 2 Town of North Andover Site Plan Special Permit—384 Osgood/Public Works Building July 5,2016 affect the neighborhood. 9) Based on input received from the Planning Board,the Town Engineer, and the Planning Board's consultant,Eggleston Environmental,the Applicant has provided sufficient stormwater management facilities to mitigate flow of stormwater: i. The options available for the site to reach full compliance with Stormwater Standards 4, 5 &6 are limited by the soils, groundwater conditions and topography at the site. The incorporation of LID measures such as a Rain Garden are not possible as at the front of the site the proposed building has roof drains that are collected and internally piped.At the rear of the site the same limitations in terms of soils, groundwater and topography exist making the use of LID measures unfeasible. ii. The Stormceptor units proposed have an internal bypass weir to bypass flows in excess of the treatment flow without re-entraining the solids previously settled out of the runoff stream. In addition,the unit proposed for the front area has a treatment flow(3.4 cfs)which is greater than the full 100 year flow from the roof and parking area(2.14 cfs).The separator at the rear of the site has been upsized and moved to be on the 36"drain so that with the reconfigured drainage it will treat the on-site runoff from the new catch basins. This 36' drain will be inspected for structural integrity and cleaned as necessary. It is noted on the plan in Note twelve(12)on sheet C-1. iii. The Alternate Bid portion of the project site constitutes a Land Use with Higher Potential Pollutant Loading(LUMPL). iv. Additional stormwater treatment has been provided by the addition of a new double rim catch basin opposite the fuel island, adding Eliminator catch basin hoods to the two other catch basins along Wayne Street and placing a Stormeeptor STC-2400 on the 36"discharge pipe to provide some treatment of the runoff from this portion of the site and the neighborhood prior to discharge to the brook. V. If the Alternate Bid is included,the proposed project would entail the disturbance of more than one acre of land and be subject to EPA's NPDES Construction General Permit(CGP). Prior to the initiation of work the selected contractor will need to file a Notice of Intent for coverage under the CGP, and prepare a Stormwater Pollution Prevention Plan(SWPPP)to be implemented during construction. This requirement is noted on the plans. vi. The Town of North Andover Department of Public Works has a Pollution Prevention Plan which contains all of the required information,The plan is entitled,"Stormwater Pollution Prevention Plan For the Department of Public Works Facility,384 Osgood Street,North Andover,MA"prepared by Woodard and Curran dated June 29,2012.This document will be updated accordingly. vii. The Operation and Maintenance(O&M)Plan included in the Stormwater Report requires catch basins on the site, including the catch basin located on Wayne Street. Detail has been added to the O&M Plan that will require catch basins be inspected at least 4 times per year and cleaned a minimum of once per year,not just when sediment thresholds are reached, and; stormceptor units should also be cleaned a minimum of once per year,with a vacuum truck. viii. Designated snow storage locations are identified in Note eleven(11) on sheet C-1 of the approved Site Plan. Additionally, a note has been added to the O&M Plan. 3 Town of North Andover Site Plan Special Permit—384 Osgood/Public Works Building July 5,2016 See L. Eggleston memo dated June 8,2016, Linden Engineering review response memo dated June 14, 2016,L.Eggleston email correspondence dated June 20,2016,Linden Engineering review response memo dated June 21,2016, and final L.Eggleston email correspondence dated June 24,2016. 10) The Special Permit Granting Authority makes a specific finding that the use is in harmony with the general purpose and intent of this Bylaw. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as Iisted in Section 8.3.5, but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 11) Permit Definitions: A. The"Plans"refer to the plans entitled"Improvements to the Public Works Building North Andover,MA 01845", dated May 27, 2016 and revised June 14,2016,June 21, 2016,June 30, 2016 consisting of Sheets C I --C61),prepared by Linden Engineering Partners,LLC, 100 Trade Center Suite G700,Woburn,MA 01801 and CSS Architects,Inc., 107 Audubon Road Building 2, Suite 300 Wakefield,MA 01880 and"Plans"entitled"Improvements to the Public Works Building North Andover,MA 01845", dated May 6, 2016, consisting of Sheets Ll.1, A1.1,A1.2,A1.3,A2.1,E1,prepared by Linden Engineering Partners,LLC, 100 Trade Center Suite G700, Woburn, MA 01801 and CSS Architects,Inc., 107 Audubon Road Building 2, Suite 300 Wakefield,MA 01880. B. The"Locus"refers to the I I S,813 sq. $.parcel of land at 384 Osgood Street, Map 94,Lot 2. C. The"Project"refers to the construction of a 7,100 SF administration/office building,thirty one (31)parking spaces,the demolition and construction of a 8,000 SF salt shed and stormwater management, landscaping, lighting and utilities in the Residential-4 Zoning District. D. The"Applicant"refers to the Town of North Andover,the applicant for the Special Permit. E. The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time,which can include but is not limited to the applicant, developer, and owner. 12) Snow storage for the site shall be located on the site on pavement upgradient of the stormwater treatment system. All drainage structures are to be kept clear of snow. Excess snow should be removed from the site. See note 11 on sheet C-3A/B of the herein referenced plans. "No Snow Stockpiling" signs shall be placed at the three catch basins along"Wayne Street"and at the stormcepter units. These locations will be confirmed with the Planning Department prior to installation. Signs shall remain in perpetuity. 13) By November 1, 2016 the Division of Public Works shall update with the pertinent information from the Operation and Maintenance Plan referenced herein and implement the operational"Stormwater Pollution Prevention Plan for the Department of Public Works Facility 384 Osgood Street"(prepared by Woodard&Curran and dated June 29, 2012).. 14) The rip rap apron at the pipe outlet shall be reduced from the proposed 10' x 10' to a maximum of 5' x 5' to reduce impacts to Bordering Vegetated Wetland. 4 Town of North Andover Site Plan Special Permit—384 Osgood/Public Works Building July 5,2016 15) The Plans do not include directional signage in the salt shed area. The Applicant will work with the Town Planner to ensure directional signage, as needed, is proposed and installed. Signage details will be added to the final as-built. PRIOR TO THE START OF SITE WORK OR CONSTRUCTION 16)A dated sequence of construction, including installation of erosion controls, demolition, construction, paving and all other work approved through final stabilization shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. 17)A copy of an approved,recorded at the Registry of Deeds Zoning Board of Appeals Decision to GRANT a Variance for a side setback relief for the proposed administration/office building and the salt shed shall be submitted to the Planning Department upon expiration of the appeal period.If there are any changes made to the project that was presented to the Planning Board on the date of this Decision, deemed to be material by the Town Planner,the Applicant shall come before the Planning Board for further review. 18) In consultation with the Town Planner, the Applicant shall designate an independent construction monitor. The monitor shall read, sign, and return to the Town Planner the Letter of Agreement for Independent Monitors. The monitor shall make weekly inspections of the project, provide monthly reports to the Planning Department, and detail any areas of non-compliance and corrective actions. The monitor will also provide reports following heavy rain events. The monitor must also be available upon notice to inspect the site accompanying a Planning Department designated official. 19) Erosion controls shall be installed between all construction areas and wetlands. Erosion controls shall consist of minimum 12" compost filter sock (biodegradable materials only, no plastic netting) or straw bales backed by trenched siltation fencing(where required). The erosion control will be survey staked an properly installed and placed as shown on the plans approved and referenced herein and shall be inspected and approved by the Planning Department or its agent prior to the start of construction and shall remain intact until all disturbed areas have been permanently stabilized to prevent erosion. 20) Prior to the commencement of any work, the Applicant shall submit to the Planning Department a copy of the approved NPDES Storm Water Pollution Prevention Plan(SWPPP) if disturbance is more than 1 acre for the entire property. 21) Per Health Department requirements, prior to any demolition on the site the building(s) must be inspected by Pest Control prior to receiving a demolition permit. 22) A pre-construction meeting must be held with the construction monitor, the Applicant, their construction employees, Planning Department and other applicable departments to discuss scheduling of inspections to be conducted on the project and the construction schedule. 23) The Applicant must comply with any requirements/decisions of the Conservation Commission related to this project. 24) The Applicant shall provide the Planning Board with copies of permits, plans and decisions received from all North Andover Boards. 5 Town of North Andover Site.Plan Special Permit—384 Osgood/Public Works Building July 5,2016 PRIOR TO THE ISSUANCE OF A BUILDING PERNIIT 25) The Notice of Decision and signed plans must be recorded at the North Essex Registry of Deeds. 26) Two (2) copies of the signed, recorded plans and Notice of Decision must be delivered to the Planning Department. DURING CONSTRUCTION 27) Dust mitigation must be performed weekly, or more frequently as directed by the Town Planner, throughout the construction process. 28) Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times and fenced off to minimize any dust problems that may occur with adjacent properties. 29) It shall be the responsibility of the Applicant to assure that no erosion from the construction site shall occur which will cause deposition of soil or sediment upon adjacent properties or public ways, except as normally ancillary to off-site sewer or other off-site construction. Off-site erosion will be a basis for the Planning Board making a finding that the project is not in compliance with the plan; provided, however, that the Planning Board shall give the applicant written notice of any such finding and ten days to cure said condition. 34) All stormwater best management practices shall be maintained as specified in the Operation and Maintenance Plan as referenced herein. PRIOR TO CERTIFICATE OF OCCUPANCY 31) The Applicant must submit a letter from the architect and engineer of the project stating that the building, lighting, landscaping, and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. 32) All stormwater structures shall be cleaned,in accordance with the approved Stormwater Operation& Maintenance Plan. 33) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the Project Owner's expense. 34) "No Snow Stockpiling" signs are to be posted along the wetlands and near the three (3) catch basins along Wayne Street. 35) A final as-built plan showing final topography, the location of all on-site utilities, structures, curb cuts,parking spaces and drainage facilities must be submitted to the Planning Department. GENERAL CONDITIONS 36) The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 37) Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 6 Town of North Andover Site Plan Special Permit—384 Osgood/Public Works Building July 5,2016 38) The hours for construction shall be limited to between 7:00 a.m. and 5:00 p.m. Monday through Friday and between 8:00 a.m. and 5:00 p.m. on Saturday. 39)No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 40) No underground fuel storage shall be installed except as may be allowed by Town Regulations. 41) The provisions of this conditional approval shall apply to and be binding upon the Applicant, its employees and all successors and assigns in interest or control. 42) Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification by the Planning Board. 43) This Special Permit approval shall be deemed to have lapsed June 21, 2018 (two years from the date of issuance) exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two-year period. Substantial use or construction will be determined by a majority vote of the Planning Board. 44) The Applicant is hereby notified that should the applicant disagree with this decision, the applicant has the right under MGL Chapter 40A Section 17,to appeal this decision within twenty days after the date this decision has been filed with the Town Clerk. 45) Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial,the developer must submit revised plans to the Planning Board for approval. 46) The following information shall be deemed part of the decision: Plans Titled: Improvements to the Public Works Building North Andover,MA 01845 Prepared for: Town of North Andover North Andover,MA 01845 Prepared by: Linden Engineering Partners,LLC, 100 Trade Center Suite G700 Woburn,MA 01801 CSS Architects,Inc. 107 Audubon Road Building 2, Suite 300 Wakefield,MA 01880 Scale: 1"=40' Date: May 27,2016,revised June 14,2016,June 21,2016,and June 30,2016 Sheets: C 1 —C6D Plans Titled: Improvements to the Public Works Building North Andover,MA 01845 Prepared for: Town of North Andover North Andover,MA 01845 Prepared by: Linden Engineering Partners,LLC 100 Trade Center Suite G700 Woburn,MA 01801 CSS Architects,Inc. 7 Town of North Andover Site Plan Special Permit—384 Osgood/Public Works Building July 5,2016 107 Audubon Road Building 2, Suite 300 Wakefield,MA 01880 Scale: 1"=40' Date: May 6,2016,revised Sheets: Sheets Al.1,A1.2,A1.3,A2.1,E1 Plans Titled. Improvements to the Public Works Building North Andover,MA 01845 Prepared for: Town of North Andover North Andover,MA 0184 Prepared by: Linden Engineering Partners,LLC 100 Trade Center Suite G700 Woburn,MA 01801 CSS Architects,Inc. 107 Audubon Road Building 2, Suite 300 Wakefield,MA 01880 Scale: 1"=40' Date: May 6,2016,revised June 14,2016 and June 30,2016 Sheets: Sheets Ll.l Operation&Maintenance Plan Prepared for: Town of North Andover Prepared by: Linden Engineering Partners,LLC 100 Trade Center Suite G700 Woburn,MA 01801 Dated: May 27,2016;revised June 14,2016 and June 21,2016 Architectural Renderings Prepared for: Town of North Andover Prepared by: CSS Architects,Inc. 107 Audubon Road Building 2, Suite 300 Wakefield,MA 01880 Dated: May 6,2016 cc: Town Departments Applicant Engineer Abutters Assessor 8 PER MPROVEMENTS LOCUS FORUTOGAITSHFOISAf.Y.FP1T0. TO THE PUBLIC WOF2KS ! LOCUS Am N.u. 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(FFE-99.59)T D Mont lDw'n�c RCAO----- - ROOM ............. -_-. . -•-___ - _•_ _ ✓ raFR �t f�LINDEN�A K A A 50' 'NE7LAND SETBACK fwLl:D sv DMH 9 - �•� ' O� B G w ,ww—� O ax•. m OUT NV,o92.98 N 93 e INV.- .10 120 TC m y y \ `� To MAIN1 �aGl P5'WETLAND' ` �m. uw �. WAYNF€ �7 Tf� - 0U4'f'FR 20 J�+' 6"w 'STALL MILT SACK]N UNIT OF WORK Ill@ mAS M� '4 OF WORK C SMH �"['I As.al. V « f 200' EROSION CU47 as '�Y 6` I RIM-97.97' �tl��EEATTi SMH G •1 RIVERFRO.NT AREA S.$TARE CNroV ��_+�R/E'S �`�a -b RIM=97 4p�p 2 IN INV.-87.70• r ��8441gN1 INV. OUT=B779'>♦ 24"PVC INV.=88.3 =2 IN INV.-67.50 Y B INV.-90.5 SMH SMH WETLAND 1 zn m OUT INV.= 87.37' � TWI . A INV.=93.7 RIM-99.0B RIM-99.T5— DELINEATION 0 SMH LINE n SITE RIM-98.73 s DEMOLITION, 24"PVC INv,=B6,B ��TION AZN A E B" Pl._ .... __. AND EROSION w DEMOLITION,PREPARATION&EROSION CONTROL NOTES: �+ r� CONTROL PLAN 1. ALWT CLRTAN 17WS NAVE BRA NOTED DR TN5 CNAWZ FOR DENOU l",NOTEM ATTEMPT HAS En % THE LDCAFDN AND EIEVAT AL E17N OF A 61W,0TWO OW BE VINM DARN ToANY LEGEND q MADE 10EO DELNEATE GAI AND EVERY ITEM WAr REOUW6 uEMWrDT Me CIE COWMN THE O15MMON OA EACAVAMN ON THE PADPOIET. A9 REWIRED BY LhWSlR1XM GENERAL LANs ScAla: r�20' Cl PRDFCT. THE CaImAM MILL AF RmPoNSlU FOR EVE WMPLEBDI OF Au OILMEN CHAPTER AE=104 AO LAID CHN.RIER T4<,stcROH YNDJ•7NE WIrRMONR WSI CALL Qc LAIC —urv�. IJM T OF WDAK LINE NSWIY 10 CONPLLRE InPRp,ELT. T-ONOHE No,1-�5-]M-TL1,E AT VAST 72 HOURS PAPA TO ANY FYCAVAIIW 09 rRTRII ON WE L COMAC10A,R 5 NECESSARY TO ROAM AVOTWAL[MIS NOT IF, IN THIS NOUMm CONSULY IC NL�LjY MNCS A9f TO BE A6.UM W FURA1 GRADE MRDM MAL FAVINC OA WALDAY —SOXX— STANT. EI)lz CtlNPOSY FILLED �a��: 9 NAY,S6 WTW THE ARSHI I/CML EHOI MR To THE REMOVAL INSIALLATI N,PUNTNC,LDAIBNC AND SEEDING 11I SGXX DrRDxwEI: WA} 1 Sm�%nIL HATFAIAM d TOC.ATCNS VPRONEO BY WC OYDO ONLY ;I. ANT WNACF m ILEL6 NOT sCNE➢DIED rDR RENDvu 91AL BE R6wa0 OR ArFIAQT m WE NSW N�M� SILTATION CONTROL FENCE 4, WC CONTRACTOR SMALL INSTALL OWN ONWOU MUSIRM AS NDIDATED ON nF DRAWNC PROA m SAn3ACDOA a TIRE DWxhR AND WE ARIMEECT AND OAL PNCuHn AT THE O"N CroR$SR( OUTLET STAIIET7 l2'COMPOST MUHMRC ANY aE1WLLno1 AGTMRS. W CQl1RAC SHALL INSTALL WC ON91m S1MRC WMIN0 E)MX 1ME STANDARDS MR RFPUMDNT WORK SHALL BE THE SALIE AS FOR NEW Wotl( WT F1LiREX'CO ChOCkotl: WJWI:1',G PAD PRIOR m AV DEMOLLTMN ALTIRNS IZ IF ANY 9LTAPpH OC.VR$WrAVE OF DC EROSION CONIRNS M:NWACAR 9UyL RCMDYP IMP D. Wt OLMACTDR SNAIL BE Rt$PO.=MY NNIRIA NO ALL D MN OCNIRQS 00 mN MMIN0 SOM MAIFRML AND Rm.UK nC AEF=!UWKM m THEN PRE-EASING CNDITON TO THE STAKED STRAW EALES ADDIINCRAL EROSON OOTM.O'THROUGHOUT w CD\STRJ "A',NCCLAMY m KT IN ALL SDA SAnsrADrm Or THE VANL9 AND THE AROOa NN,CT AND C EI C44CTR AT THE WITRAMn ME Pro oCt No: 1165 "IN THE WORK AREA AND TOFRCNPR MY SALMON OF A"QUT9DE WE ACTUAL WMN A1VA LTD& IRE SRNOAADS FOR RFPIAQMDAT MgiK SHALL DE THE SALE AS EW NEW RUM D, IRE OBAW,.UR SHALL PMyMOE SWEET'WLEFNO Cr WE AO:AW.T PAYED 9ARFAAS ON AN AS 11 TpIPOAAF"F}TM(NC SMALL BE PRVfDEO AROUND WE MIKE11Qa FRU MW 91FF10M VES MR CAM 1 A' xREMO AA94 A9 PART or 0 EOON ACCESS BY DOUPMENT 00 EMERGENCY VEHICLES AS REQUIRED BY THE mWN OF MOM ANDOVER FIRE 1., � 'TREE PADTECTDN FENCING ��/•A T. RTC CIXi1RA WA SHALL ALL BE CON N.T A Wsr CONIIWL Do A 7 DAY A MTF]t BA95 QROUfAF]IR DEPARIMENI. �, 1 INC WOAIL NA MA gMA4 BE Tiff CRST hCCFP1A@l LRM! OF S T E LOCA, 1A SET MNC CONDITIONS ORANND FOR AWINUNAL NOTES. -CCN1AACmR SWNL VERIFY ALL DRI ENC s MO WORM!TIDN AFtl WE LOCA7ICN AND CaYAnCN 15 FOR COMSIRVCIIQY DELVES 4I S+SI9 C-GA,DA,GS tl0. Cl ALL llNG1ttRDN10 VE7SIY LOLl11G5 N THE HELD PRIOR m AEGIINNG ANk WOPX/ND REPoRT 1D D MY DROINRANOES m ENE Moil=AND OWL FHRIEM FOR VMiRICATOR AND ERtECTON. SITE DEMOLITION KEY uo r vmna m F INmARDx x Mmax E F M rm mADmR MrI N m m m r A unncr rt \ / I4Te CON5TRD",IF THE BID AIEANAIE \ / TO THE PUBLIC IOOATW aXCS OARLRD OTHL4iCi FOR 1 E SJU T SHED IS ACCEPTED VADRKS NARX OA TANG T2119r R rORK IRE N T[NOD FW NL 1CA SY \ \ 0 A+'"Fmw°R�A�R� sFTcr'r`I'"o>«c saAx or x�Rr \ / \ BUII.DFNG p POOQ G RTATOY m m AR OY HE v x COCHICHEWICK BROOK NLTALL A WJ91CD SmNC mAC]NL PA➢aR{T 11®E[Y R 3IXIRIN \ / O TIG'ICGIH]II NIAAL PIE 4OtlGC WRL K O10RN4 Ax4 CNTNL 1>R -- � _ RDRf ARG(AT A1Ri®lA1X T¢WAGI. t AMLW 1NE HBTAD@ ERf£/dl CdTIALfS XM 1NE OMIIW.MC aVL Y � .— — —.. � Q4 O'PAmC/ARPRT[AT A'm M MORM AWOMG LpMORYA1gA — •..� — � —:— .— z AWRRT'IRAM y�nolu;cr m,wA LUT OF FLOOD NAZAFD AREA UNIT OF rNX F� EL m 94.2± ENosmx mY7 NrRrc�Nc v¢nAsw(iROi.]IRUI4RY AxD aRAvE XnM 36" C _ WETLA ©n¢w r v nAMN:I3ar Fce mcs DORI M Rnux slap sL.ARNA� �fay DELIN AW YrDOEWi 13YY tAPI 4 WR I.RfL9[OR THE PNOETDI. MTAP N c0.YIROL FENCE IN V.=92. ,H`FFaPIrt') .O/.0 HONK PAroNPrt ANm PXRs A:wDwL ur PrE Aar RN rmTNx 35" CMP so�E TY LiM OF FLOOD LINE OT mPNv Y®x vaaAX NV.=9C.90 WETLAND DEUNEATDN LINE pppaoosss ]— g Am mNorc omx IWsmxc AxD rnam.AnLNFs uwr OF no MUI ERUD 1 HP.Z , AREA O � tih ERWDX CONTROS 1 'ryp EL.=94, NORTW At�riOvat.NI/A `0 "1H" .., in,aXa A6 xLY.rtP xAEs P� © O 4 2 ZI RL}'.`IX xALi xlT taps RE, kOO f h Nf F TOWN OF NORTH ANDOVER l I .• - nA FULL S;-CON(%E7C ND xs MOVE M57. A� SLUM CPNTNOI FENCE N - - {7 R Y R T 0 TO BE AC9CA1Fi1 Lu j�> CSS ARCWfTEGTS INC. (MAP 94.LOT 2) W/WYFCST HILL➢=2 � AS SNaAN ON MEET ce. D NVf � rs �� 1 "•M.=• w t 384 OSC00D STREET N nN rn.7 a sEE Bao T D BE v ACN 0,4 LOT AREA=155,813f S.F. ! 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S10W RIM=97.02 _ 41VERERONT AREA1 --_ 24"PVC INV.=85.2 - --C-75 ,xp �yy 24 TMo: TO" PVC INv.=85.2 CB `C"SERIES Z DENt0SITE L5TION RIMa96,67 u WETLAND- SLTADOH CONTROL O L�L.1 PREPARATION { I DELINEATION w/coJPOSS RIMSPY V. 4.4.E H AND EROSION Ix DEMOLITION,PREPARATION�EROSION CONTROL NOTES: LINE PADNjmr� � I RlM=97,35 ye_ CONTROL PLAN t ALIRMOH CERTAIN ITFRS NAME BEEN NPTFD ON Tay DRARMC FOR NNMON.HD ATTF]NPT HAS 9UN a 1HE LOCATING MR O£IADOR W ALL M nM OROT;CS RAITT RE V711ED PRIOR TO ANY E5 I&I m MNI AT EAU!AND EVRY Tld THAT REWIRE DFII IICN MR BE COR INH OF THE CONSLRLIC OR F[GVAnON ON THE PRONRTY AS REWIRED RY YASSAMVT$OENEM LAW, 24"CMP OUT-92.08' —1 a Soolo: I'-7A7 hVSSARY PROJECT. ME OCNTRAMO!RLL DE KIP ONSIBIE FOR ME CPNPIETINF OF AL DEYW74H M CHAPTER M SEDTON w AND VHAPT SECRD R 1OA N TOLD}.THE CCONTRAMM III CALL OIL 4AFE 24"CMP IN-92.19" F W ONAM DIE PNaJECE. 1CIEPHO E NO.I-HRH-,1AM7m AT aw T2 HOURS PRIOR%ANY MAVAMN DR Ism ON IRE I*EGEND: L RETIDW ONLY VOOE AREAS OR FIEAIS NOTED ON THIS DRAAWC IF,IN 11E DPNION OF THE PROPERLY IN MR TD HAVE Au FYSIN liC I RY ll LLV ou MED r. DNIIT OF WORK 1JNE 2x12"RCP IN=92.33' DatD: 21 M1Y.201E CONTEAMM,IT S NI m RNOYE AMaDNAL IMIS NOT AMID ON THE DROM CORMLT TP ALL YROTY CASTNCS ARE m RE ADJUSTED TO NNSN GRADE PApR TD MM PANNE OR WAIMAY WV VE AROIIFEC/M&IXONEER PRIOR ID ENE M*VAL NSEAI JAlM,PLANIVC,LOWRIE,AND SEENJC S STDOPRE YATEMILS IN LOCAMDh3 APPR%FD III THE DTMM ONLY. 11 ANY MAI LD MOVE NOT SCH[WLID TOR ROIOVAL%ALL B£REPAIRED OR REPLACED ID THE —SCOK— STAKED 12'COMPOST FILLED Dr IT: WA;. A VE MMAC7V SHAM PISrAC1 R Olf CUHT xEASVRE AS INIM W THE WI PRIOR TO UTLEAM N OF THE OVER AN o THE ARCRW AND qnL ENONFER AT VE OUNMACTOR'S RWY RLTRIX SOX% N NNM:ANY OM0004 Arn THE ODNMACHOR SNALT,147AII.TNF CMMHED MAE WACCOHC DMM nE STANDARDS iDR RF]RAONFNT WOE:SIV31 EE THE SAYE AS Fdt XEW 11oRTC YXYNwR z YYY11Y11r $LTAT CN CONTROL FENCE CI1ei.Jc'9CL: WAI/RLG PAD PMOE 10 ANY DENIDUDON ACITAIM TR P An SLrArDN COMES DNTSDE 1E THE VIEW CONrRN,S THE MIAM C1oR MIL MOVE TE WITN ON CO TR L FENCET 1 iNE CAT[RACiOI 9Vi1 DE RE�OC�iE TOR WDRAINNL A11 EC090N CONTROLS AAT1 FOR PRONLIxc ERODED MATERIAL AND=RE THE ARECTED SAFACE M 1143R PRE-COMIC CONDITION TO THE FILLED FILTREX SO%X ADOINIW.EPOAC:4 O N'TRNS TH10CMUT THE MI AS NEO ISAAY m RUM ALL TOIL SASSFACIY]N OF THE OWNER AND THE ARO/1ECr ANP MENtlNEM AT ENE CONE11ACiPRS°.AIL � ProfoGt NO: 1105 NPENN THE PM ARE AND M PMEN1 ANY SLYADO REAS I Or A OuTSD MOM(E VE AWx 1RLN, DI ME STIJIDIRDS FOR ROP VONE T RIXIX SYLL BE VE WE AS FOR NX nRK STAKED MAW BALES E. 4CON 4TUR NWL PRNADE SDFEET rPUYNC OF THE ADJACENT PAO SLREACE ON AN AS 11 EAPCRIRT"On STALL REP A OR AROUND MC ENTNE IRMA AREA%IV S M0 9 GTE FOR NEEDED OARS AS PART of HIS V ORIC AWESS BY QUIPMENT OR EAEROENCY AEN=AS REOM BY X F M OF NO MH ARDPvIX FREE E T, MCONTRM'COR S PRONOE IANTRPJPIS DUST VOI OI A T DAY A MD:G55 VROUI OFPARRNENT. Ai �" THE NDAII WATTER Nc VI RE TTE OyY ACCEPTABLE AETHaD OF III CORMO, It SEe 101MN MO COMIXAS AWNO FOR ADDTIM.HIM J TREE PROTECTOR FENCING C- B 8 THE CWTRACIDR SH&L VFESY ALL MSG SUM INITIRNAM AND ME LOCATION AM uEVAn Ml FOR CPIFSTR'I MR+DETAFS SEE MCTS C-5A is.DG v. O AL uNOERMOIND U LM LOGITgNS IN nE MELD PRIDE N Rk1lNIXNO ANY KMSR AND REPORT m L m w m ANY MOVANPES TB THE ARORTEOT AHD DIM.ENPNFLR FOR IXAMMTON AM WNEf M Y aaWIII FOR T1F SAPf.T SNFII IS i- I� " I TOTHEPUBLIC ACCFPI VYOfi}GS BUILDING LIMIT OF FLOOD HAZARD AREA EL.=9a.8� _ COCHICHEWICK BROOK _ _ �(P WETLAND �• DELINEATION WETLAND DELINEAT70N LfNE _ - o 0 LNE NEW STONE ROWAP — APRDII a FT.LING Q� \ FAsr.eGLRDExs x-FT,wlrc CONTROL — ,�O \ RESET AFTER RENSIAU10 STA.#2X NORTH ANDOVER,MA +`P1. ' '/ y CONSINUCI011 DNON INRBRNc SAW OUT WSTNG WALK .� 'IF"SERIES qi 9&.r1 sw(TrP_z) WON NEW MINI wAu 'I0 5 25'50'48"E 66.48' Ml �y p� P A•--O -u ti. NEW.FT EOST.VCC SILRf NEW VOC PRO.Dws. Bon: W OER CAST IN RAM REPUTABIAC� 4 ♦ WALK(5 FT. � TO HEWN JOIN LUST.VIC T 6 REY PER NAB RL'. 25' WETLAND SETBACK TACT[whkNINs SLwAuE aus �w r��.. WEI % ¢a R REv.rEe RAw .�••r• �` b B 24'XV TY ADA SOWIDHq .A^� ~`\'l'�' A NEW W4 fJlE7„151tiRD.NA NEW FL4WDIL RE'R S IC TRANSITION NEW CAS METER RIPRAP p {S LONG)'.3 NEW 1OC ON MIND.PAT we t 50' WETLAND SETBACK 4 NEW CRUMIED STORE q SAW T MISTING a<Dw+D GTITTN PP Olt wNR7 •1.�, 6 NER VGCA Q NEW we 4@iwN DIM(Ic EOND) NOW CAST N REAACEAWE TAC➢LE WARNING NIF TOWN OF NORTH ANDOVER�:_�.�.~. _ .� •..~ ~'~' — -- � — •" � 7RANSA � css ARCBHITEG7S wc. -- - SURFACE zA-eED•Irr ADA SOLUTE s, g WAF 94.LOT 2) EXISTING ONE AND TWO STORY BUILDING NEW NO. �-� — �W N p�AI�GRB A 364 OSGOOD STREET �P =9�.§g� PROPOS�D wAu e�uwcl�?3 R A0° Ter Wc,gAvp RE. 1RaR111 am(IC U0,K) LOT AREA-155,8131 S.F. NLW TONE rues 2�$TORY Evf vx. Rtw a (Y LCNG}R.B xnrlrffu '®®.®.�•�••••�• S GNS BFEL 19 , E��B2a �. 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THE CGNIRACIOR SHALL IMMEDIATELY MTN THC ARCRTIECT AND & FOR LATOIR OF EAPANSION AND C TRDL MNn IN ALL GONwEEE CIYp, :,�•�"T, TEN'CONCRETE WAII(/PAn[BkODIt FN07lJ ENCJNEER IN WRITING OF ANY DISCREPANCIES BEW I WALKS AND PADS SEE THE UNDSdPINC PUN. THE ARCHITECT DRAWINGS AND FEE"'CONOMPS PRIOR TO AND DI WORK, ANY SHALL APPROVE THE JTIHT LOCATIONS PRIOR TO Tiff WALKS AnNEW CRUSHEDCOVERDmwn: WJ�} FEED ADJAIFFNTS ARE TO BE APPROVED BY THE ARCWTITT AMID PADS REND POURED. STORE mmm DINL D41NEER PRIOR TO RIPIDIENTATCN. 9. SEE EMISING CCNCIIONS DRAWING TOR ADDITIONAL NOT[S ,FY NEW H,ATPpLE C DIMENSIONS SHOWN ARE TO TILE EDGE 0Y'PAYEIIEIIE BACK CR FACE 10,FOR CCASIROCCCN DETAILS SEE SHESTS C-CAA C-a C-TG&O-ED. ChBCICed: WAVWc OF CURB,FACE OF WALL OR BUILpIHF Ali USES ARE 11. SHOW SIORAM FOR THE SITE TO BE LOCATED ON THE SITE ON PAVEMENT *LW NEW RANKING LOY LIGHT&POLL PERPENDICULAR OR PARALLEL TO THE LINES SHOW WICM THEM ARE UPCRI OF THE STORRWATER WA1NDA SYSTEM, ALL DRANALE PfOf9CE NO: 1766 IffA«YtEO UNLm OTNEKASSE INDICATED. e1 MAIL AR[TO BE KEPT cLFAR OT SLUM. FY=S w SHWU;K •UP NLW'MUTE POLE w WHERE NEW PAVEMENT A""E%O NO PAVEMENT.SAW CUT EDGE REIAOI FROM THE STE. EH ND OF SING PAVEMENT A MEET UNE AND GRADE;OF EOSINS. TO TOTAL FARKNG OM THE UM FOR NNE BASE W AND HID ALVNATS Ism • NEW PALNTm STEP BOLLARD PAYEIACNT VR1H NYW CONSTRUcnON. REGULAR SPARS IR FT.K IS FT.}APE 2 HAIFALAPPED F AVA WE VAN C-3 A AS;A {R F[.x 16 FS7 1IHRFE AOOfnO D 9AC6 ARE AV/SIAALE VAACT1Rf TD WA1NEXIn O TANTS Off SMIUG BUFOR P RDMLE7 DI CT CPACES NIT BAUOIG OUT INTO WI poo FOR FARMING:FACE P R 9 W m ?E IRIE PAINITNG�NRc REWIR6IMIS a SPmFIGNJNs FOR iF MO R SHM ir3CCInpT�I TO BE IMPIEMEMFT DURING CUM5 1111JON IF M BID ALIERNAYE \ / - TO THE PUBLIC FOR iNF Gu r arm lG ACCFy1F11. \ / WOF&M \ \ BUILDING COCHICHEWICK BROOK LIMIT OF FLOOD HAZARD AREA EL.-94.2t PUCE NEW CMP057 RUM WETU fA,RExx=eETWEEN DELIN DILYSU WALL AND ' 'BARRIERS LIMIT OF FLOOD LINE RR,pGlE ri FANCRFIE BLDCRs WETLAND ELINEA'ION LINE A aii0 n"'L0" D� HAZARD AREA jZ x Y X r L FIN RAMP a MOCATp Cv1cFe,E SALr srm1 m FORM A BARRIER JIR05Y 9AIMBOIS W DSLOK a FM7,, i EL.=94.5t ;10 /Q` NORTH Ai`DOVER,T�Af�A 2 KOM HICH PUCE ELM 0 �. 3 NMEC APART FOR OFWNACC. 0�ti "1g" SERIES PMK END 's1} R Mom rye.. .. ... �. � CONCRETE RLIDCA,CD MI GOI 6 JERSEY BARIMPS y, Do OF :,OC _ BR Nc 1 x s 5 AEY.PFk NAB RS BORN '� :� gRLT 1' 5' Af I 6 JO IS REV.PEA HAPB A¢ { / —comma oHi wAY n R lD' A w I • I I .. Jvw PARALRD A•AS �. /4.:.._ "C. '� -tn .taxW p O PUCE NEW p""T FRORm to r NGY'f OIRY 'r -N[W DR CgNC ,_ o rIf(Ir PLT Sou IEIWFEN BT.NCN.2e .�..1 JFPSfYOANAItlS ,/wj I 114 FU11:51AA TdNCAE7C BL07S5 HGVT 011tt BOM I1'.X 2'x R'C}10 R R0.9CATW .e<r.'mNc TLI S CS$ARCHrrECTS INC. AM AND V TOWN OF NORTH ANDOVER AS SHONAN TNa Pux B HAEF 8 =eo wT {MAP94,L9T27 a - y CD ONIs SDIMm�DIME;: � �� �� � �`°" t��LL n i 384 05GOOD STREET OWKR, oos.sraPArE ta.ac �k SAW Cut cxls;rr b ! � PROPOSED g m K REWB En alpC R.ra d nvR ?H LOT AREA—155,813�SF, r I I STORY z�1 c� / / -- BtlILtA14G -- - - -a - --- ---- - .-- RDDc 8 ZLINDENP' L"L°� f NEUGA>F 72 DCNISM IgOCL$ '\Rl RLp _ *' _ i m;ie "•'� (T x T'x R'LR m RAMP0 SALT SHED} FORM A BARBER ` SAW MY ETSRNG I 21RA06 H PUOC BIOD(s a . N1 IOuNC P,.MT � ~ B HIM APART FOR CAAIHAM E ..N-.2n5'22"�'�120:3i':... 1 OWA _ R.E'4 _ -.:. .......�,. ..., "pNE WAY. � ..." ._w__..• � ' FAX Fm BUCK WALL xA BEFA@I �'A'�, ,�. .— �••••x....�-�•�••�•��xT" a i¢¢war,aq»:[n BLOW BARMERD ..� I iREEY FARRIERS / o�wr AUCLI E9f£DF NEW PANE54NT WIN �' II CON'C ' LINE W E¢SDNO PAA9IOR 1 I , L RFJDCAIF 42 CONERUC NLCaLS RIVEAF'ir INNT AREA �- - --�� 54791�,To FORM FIRAC A!NMDt —4 ----- ----" �- I PLOCK HIML PLACE BLDCIS 2 FRET APa . t � '-`l`�"'`-'.-.. C--15 �O �yy T[tlo: C.SERIES KU)CAX 42 CoNMX TUOOG G� SITE (T x 2'x L'L IRON RAWP 6 LAYOUT I WETLAND SALT sIm}ro raRM A"B"m LAYOUT AN ERIALS NOTES: DFLINEA110N I BLOCL HIC&PLACE mm LAYOUT AND MATERIALS LEGEND: , S 2 EFT'{RPM" 1, NDITIONS SHOWN ON 1NI5 PLAN ME PREPARW D. THE FINAL LDCATON OF THE]NEW UTILITY POLE TO BE DETERWNEO ATSUAL PLAN FRU A SURVEY OF THE 511E PROVIDED BY THECM TM OF NORTH BY THE UTUI Y EPANIMSM THE SITE LANDSdPMC MAN FOR THE MSTNO CO ��. NEW FUBdNC ANDOVpI DEPAR,MENT of PUBLIC KRKS, CONSULT qiH THAT THC LAYOUT AND DETAILS OF ALL RROPOFED PLANTING AND L PUN FOR BENCHMARKS ANO DANK LANDS:APINd $aAlq: 1' 20' 2, THE CONTRA=SHALL STAKE OUT ALL WPRCVU NTS FOR Y. POR THE FLOOR PLAN.ELEVATORS AND DIMENSIONS OF ME NEW KIAM OU5 CONCRETE PAVE101 APPRDVAL DF THE ARCH=AND CIVIL FNGNM PRIOR M PROPOSED BwLOmC SCE AKHITLCRRRAL FUNS BY CSS ARCHIIECIS IMPLEHLNTATON. MC Y>gTB: D MAY,ODES S 1HE Cd1TRACTON$HALL IMMLDIATELY NOPFY ML ARC4BECT AND & FOR LAYOUT OF LRPAN40H AND CONTROL JOINTS IN ALL CONCRETE "�1�, NEW CONCRET WALK/PAD(R90OM FINISH) CINL ENGINEER IN WRImS OF ANY DISCREPANCIES BETWEEN WALKS AND PADS SEE T,E LA 05COwC PLAN. THE ARSHau DRAWINGS MFIELD CONDITIONS PRIOR TO AND OURIND WORK. ANY SHALL AFFIRM THE JOINT LOCATIXFS PRIM M THE WAUMS AND NEW CRUSHED SmNE ERRGND MVFR 1}f6VIFf1: W.4.j. Finn ADLlJ MINTS ARE 10 BE APPROAlU BY PIE MCHIECT AND PADS 0E]NO MIRED.CINL ENPNffR PRIOR To;APLoAEMATfpll R. SEF LTDSTNNC CONDITIONS DRAWANC FOR AGOITWUL NPr •FP NEW FUCPCE A. OR ENSIONS SNOYAR ARE M THE EDGE OF PAVEMENT.BACK OR FACE 1d FOR COIMMION DETARS SEE 2Mn C-CA,C-58,C-DC A D-5D. Chocked: WA KM OF OUNS.FACE OF WALL DR ULDWF ALL LINES ARE 11.SNOB SRRRACE FOR THE SITE TD BE WCATED ON THE SfIE ON PANNENI 8LP NEW PANINC LOT LRXT W PCLE PERPENOIPIUR OR IARALIEL TO THE UNES FROM WHICH THCT ARC UKXCIEN7 OF TIE STORMWATFR TREAMM STSMl AIL DRAINAGE SIEA:AIRm UNLESS OTNEAAlm INDICAM. SRRUGNRS ARC m BC ri.PT AFAR M SNOW FxC6 SNOW 5N01AO BE *UP NEW 11MY POLE Pp)PCS No: 'E'TB5 5. WERE NEW PAVCMCNT MOM CALSTRO PAYMENT,SAW CLEF EDGE RDAOKO FROM T$9TC NEW PlDIlED SLYER BOLLARD OF DOMt PMVI NN AND MEET UNE AND GRAOE OF EXONC 1]TOTAL PAWNG ON M STRE FOR ME BASE 610 AND BID ALTERNATE M ffi PANSIENT WITH NOW CONEMCTDN, RFCILAR SPACES(R R.K 1B R.)AM 2 NAMDICAPPED ACCESS@C VAN ■ -3B SPACES 19 n.x 15 FT.). 1HROf ADCDONAL SPACES ARE AVAILABLE C AD.V.CENT m WAYNE STREET FACTNC THE ERISIINC&BIDIr-HOWEVER'IHM SPACCT AILM BAOCND OUT 1Nro WA'ME=.. FOR PARSNC SPACE&ter a f0 w m UK PA1 M/5DPWC REOUI NDM SCE OP.YNICATM4 NOM ERIOR TO N lum*10H QE 9119 SELECTED Q74MR OIL NEED 10 FILE A NOTICE OF �xos FOR 1W SM T M i ACE.EPTEO. TO n"TE PUBLIC SMH WORKS RIM=96.94' BURRING INVm92.95' 12"PVC INV.=98.43' LIMIT OF FLOOD SMH HAZARD AREA DMH (RIM DAMAGED) RIM=98.D3' EL.=94,8f R0=97.52 Q INV,=88,43' iNV.=93.47' 12' RCP IN ' — — COCHICHEWICK BROOK cA�RT=97,70' WETLAND _ --`-•� — _ _ \ WETLAND OELINEA ON LINE �� \ CIE pELINFATION —-— (APPROHIOA7E LOCATION w — — \ Q RiM=97.65' LINE } \ CONCRETE O y 93.93' 12"RCP HEADWALL SPCS Q Y -- 48"RCP CONTROL Q't:a i� �• h \ IN V=9T.57 STA,R2M 1 "~ NORTH AN[JI MA �, � � � •re"sERIEs _ •_�_ 3 M1->* _� =max.. _ Y i •W S 3}Amy+ 1'Y vG" BY rCK -- -- ---- -- - .� -� '_ Ialer.AD,¢ ROD WE7LANp S8ABC GAS p yLgp "� , _ 2 9 9 YEW-F[a xA; Rx __ ___` .�5 MEiq ` ht� 98.1A �. CB TOPVPAD 99.0 �=g-b t • 12"RCP INV.-93.93 Y12" VC INV.=94.68 50, VET ANDN OF NORTH ANDOVER _2�METAL BUILDINGEXISTING ONE AND TWO STORY BUILDING Re BD9D YEDD z,`vavz "� BEIe.:\ m"' �A — INV=87.69' C55ARCHITECTSINC. ,� NOS 0. tt rrD � Lx- 84 8 0 S EEi Kn, "N=CAP -#( Y9�a9T1NG 2 STORY AREA—155,013f S.F. PAA.:w w srarlp PIPE vnTx METAL BUILDING a GJARp PAIL CONCRETE „_ -99.87' .�.-BUN N , ? �i• C,� etaa.� , = PAD=_,,TX'R:VERRON^ AREA= _.�_ FF_99.59'~=_ _ - _ =_.5- __ AA - 895� rLINDEN�An u u I -1 - a, roAsti9.Bo rsn" I •bam woos 2` Sy m DMH -' SETBACK 5^�4"'-. ooQ y PruT orArK a,Mr�3 -- Lr 5O' WETLAND 5` RIM INV. Y - .. �. a 6�TRrm"-t4"^wY3�—�' .9 •.....-: �� OUT V_93 2.98 99 r.' ,� 99 �.�,a'R. ,. 0':.' TRUE-93..0 !.`. �,t- - `. Ec-w.w EDP eF P a•�� ^ 1N _ 999 � TCP CF PM \ ��1,�P �' aY vA ¢ `; I YS•s Cut-6Y4T 9eaR2t '1�3 " O W�T T. R G) ^5 — � IaA ,(t / AEI: CTZM1'�T r \ �, e,,, �y,R, w"-•-� AVE20 V, WICH CAM GUY � � TREE L€N,. SMH ;#u= -'§.� m.� i RIM=97.97' 2—PRcArn SMH "•r= RIV-ERr'RONT AREA ��.,= SeR/� ;� -a SMF� 2 IN INV.-87.70 �+�r�g}YtwT RIM=98.51 ��,,.S �`a RlM=97.9 11 RN z �o INV. O'U T=6779' �� +21N INV,=87.5C +_ 24"PVC 3NV.=86.3 / SMH I WETLAND to ,W„�,i Y B 1NV,=90.5 / R1M=99,15 DELINEATION �� m OUT IN V.�. 87.37' 77tlo: A INV,=93.7 SMH LINE SITE RIM=96:73 a CRAOENG GRADING LEGEND: 24"PVC INV.=ss,a PLAN FASFINC LROIIND CONTOUR 8"PVC INV,-90.4 "TOWN OF NORTH ANDOV_R GRADING NOTES: DIVISION OF PUBLIC WORKS" 1 99.0 PROPOSED NEW 1 FOOT CONTOUR 1 TINE ELMS CONDITIONS SHOWN ON TRS PLAN ME PREPARED FROM A SURVEY OF THE 5TE PRDNOED 9. THE LOCATOR AND UZOATIM OF ALL ERISTNO UTLIEES SNAIL BE CDILSIDERED APPROXMATE AND \ BY THE TORN OF NORTH ANDOVEER DEPARTMENT OF PVBUC Mt%S CONSULT WNTI THAT PLAN FOR MUST Of VERInEV PRICN TO ANY CONSSRUCTICN OR L%CAVATON ON THE PROPENTY. ALL SCHIO' -e-2w z8,5 PRDPDSED NEW 1/2 FOOT CONTOUR BENCHMARKS AND DATUFL UNDERGROUND UTUTCS MAY NOT BE SHOWN ON THESE PLANS.HNC INFORMATIN SHOWN OR THM 2. THE CONTRACTOR STALL STAKE OUT ALL IMPtDYEMENTS FOR APPROVAL OF THE ARCHITECT AND CNL PLANS 15 NOT WARANTCm AS TO ACCURACY OR COMPLETENESS THE CONTRACTOR SNAG CONTACT EC•R0.25� EXISANG SPOT GRAPE ENGINEER PRIOR 10 IMPLEMENTATION. THE RESPECTED UTILITY COMPANIES AND THE TORN OF NORTH ANDOVER DEPARTMENT OF PUBLIC DIDI Zr MAY,AL 7. INE CONTRACTOR SHALL IMMEDIATELY NOT WE ARCHITECT AND CIYR ENGINEER IN WRITING OP ANY WORKS REAMW TO THE I `DONS AND ELEVATIONS OF"M UNIM 90.gy gp,AO PROPOSED NEW SPOT GRADE OISCREPANCIE9 BETWEEN DFAYRNLS AND FIELD CONDITIONS PRIOR TO AND DURING WORTL ANY MELD 10.AS REWIRED BY L/.GSAopISEFTS GENERAL CAWS.CHAPTER 5p,SECTION Q AND CHAPTER 16L 0. AE MEWTSON ARE EATO BEMAAPPROVED AM�AIB THE IaY HINTRULANEACIVIL DIV ISMGOO PRIOR T I LEMENTO AEON 5EOMCA 26(e),THE DOX7RACTCR MUST CALL'DID SATE•.TELEPHONE NO.1-BB8-314-12a7.AT OMFNNTT wAl ORDER TO RAW ALL _UO UNIT OF WORX LINE PROF W EROSOR CONTROL UNTIL ALL WORK XAS BEEN CWIPLI ALL PAWD AREAS HAW BEEN?PAVED YA VW,UTUTT UNDO MARKEDYWT.LEAST 72 HOURS PRIOR TO THE OCHWACTOR ATION OR WORKO5 ALL IMTHERMLWATfLYNNO FY THE ARCHITECT 3 AND ALL LAWNS OR VECETATED COWER NAVE BEEN ESTAMHED. AND DWI♦_}D EBI IN MTNC CIF ANY DISCNEPANGES BETWEEN DRAWTNCB AND MW CONCTI Chee,kIDI WAVI $, THE CONTRACTOR SHALL CME EVENLY MEVEN THE PROPOSED CONTOURS AND THE PROPOSE SPOT POW TO AND WRING WO RN. FILTREX SOMA OIAP05T FILLED fltAD&S TIE NAMMILM EARN SLOPE$HAT RE D FEET HORIZONTAL FOR EVERY 9 NOT VERTICAL EN T1.IF MY E%ISTNG UTUTY UNE OR$ECE IS DAMACED BY THE CONTRACTOR DURING THE PROGRESS OF Project No: 1185 PROPOSED GRADES M OLEND SMOOTHLY YTH CASTRO C011M NO SAFE IN THE HANDICAPPED PARKING THE WORK IT SHALL BE MWEDIATIT REPAIRED OR REUSED AT THE CONTRAGTCV'S SOEE E%PENSE W %RIRIXNRR SILTATION CONTROL FENCE AREA OR THE ACCEMBLE ROUTE SHALL ERCE•EO T.99 IN ANY DIRECTOR. 10 THE SATSFACTCN OF ARCHITECT AND tlNL fNtlNEFR A$WRL A$RHf UTLIr COMPORT. YhTLE STAKED 12°COMPOST R, AND C NEW PAYE]IFh'T NE1lS FXISTTAC PAVEMENT.SAW CUT EDGE OF pISTNC PAW111)NT AND MEET LANE 1 2 ALL UTNUTY COVERS FOR STRUCTURES LOCATED WI THE PROJECT LIMITS WHICH ME NEW OR ARE C-4A RULED flLTRE%SOXA AND 01ADE CF EATSTNH PAVEMENT ROTH NEW ir,'A UCTON. TO REMAIN SHALL BE AOLuStO TC FINISH ORADE UTLTY DOYENS INCLUDE OUT ARE NOT MTED 70. T, ALL$OU STOCKPILES SHALL D SURRWNCEO BT 5TANED MAY BALES OR A STAKED COMPOST WATTLE CATCH BASINS FRAMES AND GRAZES,MANHOLE FRAMES AND COVERS,DATE VALVE COA'ERS,CURB STAKED STRAW BALES 5MCKFILED TOPSOIL SHALL BE SELTED WTH ANNUAL,RYE CRASS IF LFT'T OVER DO OAYD'0 MNIMO,E SHOPS,HAND NIXES•ETC EROSION PAMNT SILTAEGN. 13,SEE 01S11NG DONWV- n ORAVFNC FOR ADONTOKM NOTESAF & $BE WE SITE LAND$CAkNC PLAN FOR THE LAYDUY AND DETAILS OF ALL PROPOSED PLAN 1MC AND lA MR CONSTNCTON DETAZ5 SEE SHEFTE C-GA,C-11%C-5C k C-OD. /,-,-� LANOSGAPING SMMWAIM ouzoveaAmrrs POLLUTdN PREVWTDN PLAN(SVIPPPI TO BE IMPLEMENTED DURING CONSTRUCTION IF THE BID ALTERNATE \ / TO THE PUBLIC FCR MF.SAST SHfD IS ACCEPT'D. \ / \ WORKS BODING COCHICHEWICK BROOK LIMIT OF FLOOD HAZARD AREA EL—SC2t 36•' CMP VAETU INV.=92.01 DEL1N S 90.90 WETLAND DELINEATION LINE r LIMIT OF FLOOD LINE INV. HAZARD AREA �y EL.=94.5t NORTH ANDOVER,MA "[B SERIES yr Revwom 1f _ Nt AD3< Y At , TOT JERSEY BARR.9 I-R5 — n 9Ba �B$vA. AnAa y I NAOD NCR - - - z A 15 la AEA mx ?e K os� 5 a Bj U.PER NAPR Ra ONIIAI ,.. kNG AA,y 4�- - or so o- 9 C tbi 8 ~CK Pais D cna1, w R-�� onss /y- CNIMSAM ,' � � •'. ter. � ,.. .� 9i i5 RE f� B9°DAnso' mac' 1= r r 50 WE7 CA'1 TBACK' NIF TOWN OF NORTH ANDOVER CSSARC1111`15M INC. {MAP 94,LOT 2 `�' r,�/ - N Err§aer, ('. 384 OSGOOD STR ET .�fI roe,io. ' anal .. ,max, - -15l AND �' LOT AREA T 155,81 S.F. "� �e �0 1 µ ga oROPlE?5E© aBas 9n°°'J x p" 1 : C3 LLLA y 1 a°f 9nA�D IN ETE- 700.DOA\ ➢D.YI 99W ` n r q P V] -..� FFFiiilll `"7 + ALL ..�f1 �.\ FF�995! r,KalN�.cwnu OLINDENP�— 54ED ON I R1Vf.ERER -� .GONG PAD Raw A ISBN: �� e�oD Aaas �s � Irvxr MIAPL PP.i4 Bi 70 9TI0 _ DDM. \ j 95 DE a i'' 1 ti�$Qs" �... �P��,•.. uv 9i - mDo m,Do PRg AD PVc � 01120 EATS 2A•' pVCTI U=q - �� uuL era �2iJy Ml3 .10, y -�ANVEL WaT WTx 1t�V w85-B rr e.Artn OUY �11 mt s +ayml Am..zo 'i a u — p _ - m SMH __ -FRONT AREA _ _ - RN-97.02 `TREE LINE _ � � 24"PVC INV.=B5.2 € C-15 � Y Z4 Tltla: 10"PVC INV.=B5.2 "C"SEMES EA` SET, GRADING LEGEND: ftIM=9s.s� WETLAND aPLANc pELINEAnON _D9- EXISTING GROUND CONTOUR LINE CllMPSTERrI�u 6r Og 9,D PROPOSED NFW1 NOT CONTOUR GRADING NOTES' ,. Y'�. � R3M-G7.75 1. THE EXISTING CONDITIONS SHOWN ON THIS PLAN WERE PREPARED FROM A S]RWY OF WE SITE PROVOM 9. ME LOCATON AND ELCVAr4 OF ALL D471NC UTIU SMALL BE LONSIDENED APPRORMATE AND PROPOSED NEVI 1 2 FOOT CDNI9GN BY THE TOWN OF NCRT1 ANDOCR DEPARTMENT OF PUBUC WORKS CONSULT WATT THAT PLAN FOR MUST BE VERIFIES PRICK TO ANY CONSTRUCTION OR EXCAVATON ON THE PROPERTY. ALL Scale: i'^20' BENGk"RKS AND DATUM. UNDERGROUND MUTES MAY NOT BE SIOYM DN THTM PLANS WE INMRtMATDN SHMVN ON THESE 2 THC CONTRACTOR SHALL STAKC OUT ALL IMROKM NT$FOR APPROVAL OF THE ARCHITECT AND CIVIL PLANS 1S NOT CUARANT;ED AS M ACCURACY OR CDWLS MEM ME CONTRACTOR SHALL CONTACT EC•9ASq EXISTING SPOT GRADE G'QNECA"MR TO IMPLEMENTATION. WC RESPECTIVE UTILITY COMPANO AND THE TORN OF NORM ANDOVER DEPARTMENT OF PUSUC Date: V MAT.A6 l 1 WE CONTRACTOR SHALL lUDIMAATELY NOTIFT THE ARCHITECT AND CML ENGINEER IN NNITNC OF ANY HORNS PRIAMVE TO WE LOCAIIDNS AND ELEVATIONS OF WISE LINES An95 �'u PROPOSED NEW SPOT GRADE DISCREPANCIES BEIVIMN DRAVINGS AND PLO CONDITIONS PRIOR TO AND DUMNC WORIL ANY TO.D to. AS REOIARED BY aNA55A4N$fT15 CENERAL LAYS.CHAPTER BC.SECTION 4D AND CHAPTER 104, Drawn. WAN. 1 A THE CON ACTOR SHALLEMAIIN AIIN AAL'L ERMN CONTROL BY WE AR0CTECT ND CIAIL ENSINCER PRIOR TO MEASURE$ GOOD CONOfTa TO ENSURE•0� iE�AST N77 HIOURS PRIOR7A=MUST CALL TO My D=V TEN ORCWOSAFE-. ON*HE PR0 ERW IN ORDER TO TELEP NO. i HAW ALL Lw llM3T OF MDR%LINE PROPOt TROSON CONTROL UHT[ALL WORK HAS BEEN CDMPLLTm,ALL PAVED AREAS NAVE BF3]:PAYED FCfES11NG DTUTY LRFCS NAR%p WT. TIE L01NTiACTYL4 SHALL IMMEDIATELY NOTIFY M[ARCHIT[CT Chocked: WA1RlC.L AND ALL IAAWNS OR VEGETATED COVER HAVE BEEN E5TA1PB4Hm. ANO C' ENGINEER IN*RITNG ffi ANY NSCREPANCIES BETMEEN DPAWNCS AND MELD CONDITIONS �54RK� STAKED 12'CDWPDST EILLEO 9. THE CONTRACTOR SHALL CRABS EVENLY BETWEEN WZ PROPOSED LON717URS AND THE PROPOSED SPOT PRIOR TO AND DURING WORK GRADES, THE MADMLM EARN SLOPE SHALL BE O FEET HCMZONTAL FOR EVERT 1 FOOT VERTCAL TI.1F ANY UAnNC UTUTT UNE OR SERVICE 15 DAHARO BY THE CONTRACTOR DURING THE PROGRESS OF RLTREX$DX% PROPOSED TRADES M MCN5 SABM1 LY ISM ETISTMD GRADES, NO SLOPE IN THE HANDICAPPED PARKING T'roJGCE IAIO: 1165 SILTATION CONTROL FENLc AREA OR ME ACCESS93E ROUTE SHALL EXCEED 149 IN ANY DIRECTOR. ME WORK R SNAL.BE IMMEDIATELY REPAIRED OR R[PIACET AT ME CONTRACFIXY$SOLE E1tPEN5E 11Yrr DDDDDDDD�x� TO ME SATTYACIICN OF ARCHITECT AND CIVL ENGINEER AS WELL AS ME UTILITY COMPANY. FILL STAKED 12 COIAPOST A. WHERE NOW OF EIENT MEETS EOSTNC PNEW 0O,SAW CUT FDIC OF fC115TNG PAV£NFNT AAIO MEET LINE 12 ALL UTUTY COVERS FOR STNCMCS LOCATED WWSN ME PROJECT OMITS WMCH ME KEW OR ARE r/r AEA FILLED flL1REX SOX% AND GRAD[OF PILES WALL BE 7NT R U DEWY STAKED HA. TO REMAIN SHALL BE ADUUSUD M FNISN CRANE, UTUTY COVWS NUDE Dim ARE NOT LIMITED To. { —4D T. ALL BDiL STOCKPILES SHALL BE SURROUNDED BY ALLY HAY BALES FT A STAKED DAYS To NIMI E CATCH BASNS FRAMES AND CRATES MANHOLE FRAMES AND COVERS GATE VALVE COVERS,CUPS \\1/// STAKED STRAW BALES STOCRPIL A PAV SHALL II SEEDED YAM ANNUAL RYE GRASS R LEFT DVgY A DAYS TO A9NIM2E $TOPS•HAND ROLLS ETC. ERDSON AND PA'VpIT SILTATON� 1G SEE 0 STNC CONDITIONS DRAWNG FOR ADOMONAL NOTECU IL SE O 5�LJARSCAPENO PLAN FOR ME LAYOUT AND DETAILS OF ALL PROPOSED PUNTING AND It FOR CONSTRUCTION DETAILS SEE SHEETS AAA,C-GB,C-SC k C-CO. /r f�r '!U STORIAWATEF mzanTs FOR IN'PWT�sAer sxm rs PLAN ADErrcD. TQ TI'IE PUBL]G SMH WORKS RIM=96.94' BUILDING INV-92.85' 72-PVC INV.133.43' LIMIT OF FL.00D SMH HAZARD AREA DMH (RIM DAMAGED) RIM=95.03' EL.=94,8f RIM�97.62 Q INV.=88.43' , �. INV,-93.41' 72"RCP IN NN to RMnAN ` _ _ COCN[CHEWICK BROOKoIizNIK x M�� E OFT (� CONTRACTOR TO COIF M NEW CC C]^ RIM=97.7G' ING 1xkfAH01 AAi5T. 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THE rDxsaYcnrN of ALL=7111f.NATURAL CAS AD TL EyrroK/pun w1cRc s swu.GGI m THE Scale: T,-m• z MC CCN1WGIM 3W15TAKE DIET AS NPRMEnrs FOR A➢P MAL Or THE ARONECT AAA M OANEER FIRM W I ALL RRCPOSfb SAJI ORIIY WNMECn0N5 VERN ON THESE RAMS ARE CA"A ON MODIATW NRMPZ TO OUR Fall SWIDND pKdaCAW OET=AND SRIDTCl1oL OF THE RIM7 COVPMH 4(HT NEW FIRE HYDRANT n1P01nINTArak BY M BUDIINC MMANCAL AND EIfCIRGAL ENCNtlk4.PRIOR TO ONSIMKRLN THE LCNTRAW SHALL OBTAIN EVAL la, SEE vw7c µALAS or TNC wow aEWRCAL WIONEEL TOR THE SEES AD NuI a artraC mHoum *EA NEW LIGHT POLE 1 THE E6f1 MR SAL lNL{pIAEELY NOTVY THE ARIOMV W CA ENtliAIR IN"G TF ANT DOTOVMfOS ER:TRLLN WI KOfArT.AFALEGIRmAL/RSNBNG PLANS AID CONNATE THE O.ILONG CDNDCTDNS YMING MRAM FLIP TELEPHONE CGHSATS,ERERSO.T(F1FAAlAN LONII STE LAN M C010TIC ARE STE ISHTING tla20: a MAY,2M WLARMS Aim MD CONDITIONS PRAa IT MD NOW MCPof.ANY FIELD AOLSIVENTS ARE M DC AIM0 BY ME ADJUMEIM F NECESSARY f 1TAAa BECRB'ANIOES ARE OOUA'FfIEC&.'IMFFIII IM M HQCM SHOWN(IN MESE 1S SEE DEW[DEMONS MARRING FOR NODROaL NOTES • NEW UTILITY POLE AA4RRCT AND OIL SHIGNE R PRE N O'PiENOPAIRN NANO AD THE FINAL MWWC YEWYAol/WESTAICAL/R:DmPG RANI THE iLNiM1iLROE VAL,MCI NOTIFY M W S061Nmnm DETAILS SCE Sian C-Al.C-SB,C-RC#C-m. a'f10 4 F ANY EMDTRM AM LAC OR GOINLE LS DANAan BY ENE WNMAGmR VADL THE RHOOILV^OrTHE MORII 7 SHALL K THE Appp=ANO M EADHELF IN RANG FOR VREC'ON OR HIM TOPROMED. x. 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THE UNNUIJ ORAN AND S'RER UI DAERR SHALL SE Y,LAM A=NWIO IS AT BE RMARm DOE TO Project No: 1165 h5— NEW SANITARY$DWI=R UNE alE 10IM&nox SHORN ON THM PVm¢14T GVNUNII AS TO ACTTAACY DH M LETENM TM MMALTR ;NE AWWKK=am MATCN a PWIG SCULL CONTACT THE REMM M OT:ITE MOAHE5 AHtl plE TDAN lw NCAM NLOYfR OEPAA'140N1 R PJ&m AOn6 T2 All.PROPOSED G1pI HA+NS 9WLL µANC M1�➢911a"MO S1ML BC Nf0➢MRN XmOC�---• NEW STORY DRAIN LINE REunAE 70 NE cnunaa AD MATRRes Cr THESE uNts ��� LNG—NG— NEW OAS LINE O. AS REDIRD BY VA6AUR*ME GENERAL LAMA•*VPD EL TStreA 1 AND GRATER IN.�GRON 7*U THE 'I IN THE EMIR THAT L'ATM COVi OR V.NNoIE INSARII ME LESS MAN 4•-r m0N PR�O�RM FBLYATNN THE MDRACIOR Imsr CALL-O:'+AFC.1RpX0lE N0.1-E�-Sf4-]YU,AT ILIIR 12 Nml6 PAmA TD Utt gUYAi101 OR CONTRACTOR 9IALL USE A FLAT top SA AS OPPOSED M A MINE aSR ----NUT NUT NEW 7EF£PHONE/CPYM.CONDUIT GNE A T HE��.N MER.m M,TE O,AL 1rnm G AT LUST 72 DO MnRAco wu I"A"'OR lk la CNTRAcmI wYL SUMT M WALL EDT scars IN W.EasmC AM NEW EATEN R03 WITHIN THE DwT of NOTFY W AROrO.T Mm OVL IOjCR F O WRING OF ARY DISMEPFNOR DCrNo DRAI Am FRO➢WIIOINY5 X ND AS SOAR ON TTRY RAm AND VANTAW 15 ff ED AT SAWS AS SRDR[A It ¢ A q !0 —NUE'�-RUE NEW UNOFRCROUND ELECTRIC CONDUIT Paow TO Am WDNG RIM Ts ENE TRIM R Vu lmr, mAr ANT E�snHc AaAlNven uxDEpOmw UnISP.Es EWGDuuTrnm uRmw raNSTmcmN ARE Snc aF, L / \ \ 1MP11t0V041E[dT5 F OL UJO P EtNo 1s Amv,rv- \ / TO THE PL IBUIC \ VVI ' COCHICHEWICK BROOK NEW SIRM.'FPTDR SIC-3400jL W7AW11ROImOYCIIWx— — — R-OBSl NEW 7M NC MPRAP F-POL04 e) LIMIT OF FLOCD HAZARD AREA N'3 NEI,Dc-HIPE AP10 eo-rt LOND -R1.RA{sa'Ouq s OCDA EL-94.2t all 14 Fr.i71i v ack a FI NEW IMH a )p WETLI -9t.igzaz'IN-w.l 36" MP w ( PT.P -We tram INV,' 92.01 R-RBZY DEUN 36"CMP B'a HEW 17'g01 NRW 3A�°PE - wMqlrz'D4 LINE DID LI7dfT 0 OD hRxlslOchY) INV.-90.90 WETLAND DEL11EA1)ON LINE 5-aOipo 6.91.As HAZA REANEW 1 az De'aur) 'Th Rc 1 LE�r1) ''ae a II EL. 4 ± ih rQ, NORTH ANDOVER,MA ry� SERIES s•appw y y1' "EB'SERIES d� - SEIi1E3—'--`T=-'�"'� '"- ' ? 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