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HomeMy WebLinkAboutApplication - 315 TURNPIKE STREET 8/5/2011 IF Merrimack C O L L E G E NORTH ANDOVER, MASSACHUSETTS 01845 978-837-5000 > www.merrimack.edu August 5,2011 Ms.Judy Tymon,Town Planner Community Development and Services 1600 Osgood St.-Bldg 20-Suite 2-36 North Andover,Ma 01845 North Andover,Massachusetts Re: Merrimack College-Volpe Center Expansion Dear Ms Tyman: As we have discussed,Merrimack College is planning to expand the Volpe Athletic Center to relocate and enhance the facilities that support our Athletic and Sports Medicine Departments,relocate the campus bookstore and add a second sheet of ice. We are pleased to be submitting the attached materials to support the Site Plan Review filing for this proposed project: • Site Plan Review Application • Site Plans • Stormwater Management Memorandum • Traffic Memorandum • Certified Abutters List&Mailing Materials • Filing Fee • Review Consultant Deposits • Outside Consultant Agreement In addition to these filing materials,the required Fiscal and Community Impact Statements are included below: Fiscal Impact Statement: The project will have minimal impact on town services as the services that the College relies on are generally limited to fire and police. Fiscal benefits from the project would include: • Continued enhancement of the College's reputation and properties,which has a positive effect on the property valuations in the area • Construction and Permitting Fees • Construction Jobs • Expanded customer base for local merchants and restaurants due to regional draw of the expanded facilities including youth hockey programs,and the potential for events and camps within the facilities Macintosh HD:Users:adminislrator.Downloads:Cover Lelter.doc Ws.Judy Tyman ProjectNo.: 11625.00 August 5, 2011 Page Community Impact Statement: The proposed project vvU|6nveopooiUveoommnuniLyiru9ocL The project 1a consistent with the campus master plan and will enhance and support the athletic facilities ln the existing building and eurroundiog r l y u � fields.The pr�ectvvUlalso provide ouo �ice dmefor local kids io participate~ ~` 1n hockey programs, Furthermore, the Volpe Athletic Center is,and will continue to be, the Emergancy Mass Dispensing Site for the Town o[North Andover. The proposed project' vvUlanhanret6{a partnership between the CoUegeand the Town. The plan maintains and expands on connections io the existing campus sidewalk system and will provide increased 8U8 accessible access io the facility. The proposed expmnmlonof the Volpe Athletic Center}mpredominantly into the campus and towocds the athletic fields that it will support,maintaining the wooded buffer between tb e eximGnG6uDdlogmndTurop|keStmeet � The expansion iodudemaoexpon6e6em(mnmeontben/emtendofthebuUding,crem6nga � more prominent entrance ho Lawler Arena. The<aqade will feature a canopy over the entrance and include masonry block,glass curtain wall and metal paneling. The south{mqade-looking/nhnoarn -Umcoomiab/mtwvldu the ex1mdngbuUd(n8 It will | omgvdemooamnryblock,glass curtain^wuUand mmeta\paneling. The existing fudUb/n/U\renmalnand �e Schebi Plaza mhaUbenoa ' �y The east CmCade will also beo mix of masonry block,g|osmcudwinvaUandmebx|1pmme U nG'7himmreawlDover|mokanem pbi lot to be built within the area of the existing tennis courts and the woods to be maintained beyond. |� � Merrimack College looks forward to working with theTown as we move forward with this exciting � Thank you for your attention and assistance. � Very truly yours, ~"^° ` Chie of Staff �_ %;oRrw �+ O►p trr.G��ww.yM Y�Y I v,.f S00414D PLANNING DEPARTMENT Community Development Division Si)ecial Permit—Site Flan Review Application Please type or print clearly, 1, Petitioner: Merrimack College in partnership with Middlesex Islanders, LLC Petitioner's Address:315 Turnpike Street,Andover, MA Telephone number:978-837-5207 2,Owners of the Land: Merrimack College Address: 315 Turnpike Street,Andover, MA Number of years of ownership:40+ 3,Year lot was created: 1973 M® ima k (Rf PrQponcl Pra' ct: o ege i p annm� o expand the Volpe Athletic Center to relocate and enhance the facilities that support theAthreticancl —ports Medicine 42ref nc-+al„„ ; «dfteF-6 f 6_63 Pa� if PPS-t6-Stppeft4h e3tFl 5. Description of Premises:Existing Volpe Center with adjacent parking and tennis courts 6.Address of Property Being Affected:315 Turnpike Street,Andover, MA Zoning District: Residential 3 Assessors Map:25 Lot M 67 Registry of Deeds: Book#: Cert#3281 Page#: plan#18975-5 7. Existing Lot: * Registered Land- Land Court Certifcate and Plan number provide l Lot Area(Sq. Ft): 488,069 Building Height:34' Street Frontage: 1,108 Side Setbacks: 193.0 Front Setback: 113.8' Rear Setback: 91.4' (Cullan Ave) P .. Floor Area Ratio: 0.20 Lot Coverage:0.17 PARTMENT 8. Proposed Lot(if applicable): Lot Area(Sq,Ft):466,069 Building Height:35'(rink)/18'-6 1'(other areas) Street Frontage: 1,108' Side Setbacks: 160.7' Front Setback: 113.6' Rear Setback: 0' Floor Area Ratio: 0.36 Lot Coverage:0.33 *Abuts property under same ownership Parke 5 of 7 1600 Osgood Street,North Andover,Bldg.20,Suite 2-36 Planning Dept., Massachusetts 01845 Phone 978.688.9535 Fax 978.688.9542 Web www.townofnorthandover.com 9. Required Lot(as required by Zoning Bylaw), Lot Area(Sq. Ft): 25,000 Building Height:35' Street Frontage: 125' Side Setbacks: 20' Front Setback: 30' Rear Setback: 301 Floor Area Ratio: N/A Lot Coverage: N/A 10.Existing Building(if applicable): Ground Floor(Sq.Ft.): 79,095 #of Floors:2 Total Sq, Ft.:921395 Height:34' Use:Athletic and Education Center Type of Construction: IlB 11.Proposed Building: Ground Floor(Sq, Ft.):76,095 (new) #of Floors: 1 Total Sq.Ft.76,095 (new) Height: 35'(rink)/18',6°(other areas) Use:Athletic and Education Center Type of Construction: I113 12.Has there been a previous application for a Special Permit from the Planning Board on these premises?. . If so,when and for what type of construction? 13.Section of Zoning Bylaw that Special Permit Is Being Requested Site Plan Review 14.Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form, which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the responsibility of.the petitioner to fumish all supporting documentation with this.application. The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to amply with app requirements, as cited herein and in the Planning Board Rules and Regulations may result in a discos alb Planni g- rd of this application as incomplete. emu. Petitioner's Signa ` Print or type name here:,deff Doggett, Chief-at;S...taff - — - e ,o ' l i Print ortype name here:Sa e , - 15.PIN IIA titl lans an Pdcuments you will be attaching to this application. Plans:Cover Sheet,,CA Legend$&General Notes, C,2 Layout& Materials Plan, C.3 Grading, Drainage& Erosion Contol Play, {4 t(lities Plan, C.�Site Details, C.6 Site Details,A.7 Floor Plan,A.2 Building Elevations,A,3 Building Elevations,,,f.1.1,Photrn'etr+0,Rl' . `t5ocumonts:Cover Letter, Stormwater Management Memorandum,Traffic Memorandum, Utilities Memorandum 1'age 6 of 7 1600 Osgood Street,North Andover,BIdg.20,Suite 2-36 Planning Dept.,Mossochusetts 01.845 Phone 978.688.9535 Fax 978.688.9342 Web www.townofnorthondoversom Transportation Land Development Environmental S e r v i c e s 101 Walnut Street ' Vanasse HaniZen Rrustlin, Inc. P.0.Box 9151 Watertown,MA 02471-9151 617 924 1770 FAX 617 924 2286 Memorandum To: Judy Tymon Date: August 5,2011 Town Planner Town of N.Andover 1600 Osgood St.-Bldg 20-Suite 2-36 N.Andover,MA 01845 Project No.: 11625.00 From: Dave Fenstermacher Re: Merrimack College Judy, It was nice meeting you today. I realized when I got back to the office that we had a Utility Memorandum prepared that we would like to be part of the submittal. Please find two copies of the memo enclosed. Please note that the memo is on the CD I submitted and will aslo be included in the copy of the plans and reports to be sent to the engineering reviewer. I look forward to working with you and your staff on this project. Thank you, Dave \\\Users\df enstermacheMppDala\LocaW!crosoft\Windows\Temporary lntemet Files\Content.MSO\ME-JTymon @Tovm-Utility Memo.doc\\vhb\prollWat-LD\11625.00\dots\Transmmals\ME-JTymon @Tovrn- Utility Memadoc Transportation Land Development Environmental S e r v i c e s 101 Walnut Street yaz�asse Has,��n n.,� RrustHa Inc P.O.Box 9151 ■ ■ Watertown,MA 02471-9151 617 924 1770 FAX 617 924 2286 Memorandum To: North Andover Planning Board Date: August 5,2011 Project No.: 11625.00 From: VHB Land Development Re: Volpe Center Expansion Project Utilities Memorandum Merrimack College is planning to expand the Volpe Athletic Center to relocate and enhance the facilities that support the Athletic and Sports Medicine Departments,relocate the campus bookstore and add a second sheet of ice. Utilities to support the proposed expansion will be connected to the existing College systems. The utilities are described below: Sanitary Sewer: The proposed expansion will connect to the existing 8" sewer main that services portions of the existing building. This main flows in a southerly direction to an existing campus pump station. Effluent from station is pumped in a northerly direction,around the west side of the Volpe Center to the gravity line from the campus that connects to the municipal main in Turnpike Street. The project is expected to generate 9,327 gallons per day based on DEP rates(see attached spreadsheet). Water: The proposed expansion will be fed from the existing domestic connection to the Volpe Center.This 6"line from Turnpike Street connects to the middle of the northern side of the existing building. Estimated water demand for the expansion is 10,260 gallons per day based on a 10% increase over the sewer flows to account for non-consumptive uses. Fire Protection: The Fire Protection feed for the Volpe Center will continue to be from Andover. The feed is of a 12" main on the west side of the building. Electric and Telecommunications: Electric and telecommunication feeds to the building will be from the existing campus systems on the west side of the building. The telecommunication duct banks will be relocated outside the limits of the expansion. L:\11625.00\does\Permits\Site Plan Review\Utilities Memorandum.doc Computations Project#: 11625 Project: Volpe Athletic Center Location: Middlesex,MA Calculated by: NIS Date: 8/4/2011 Checked by: Date: Title: Proposed Sewer Flow Summary Volpe Athletic Center Proposed Expansion Estimated Average Daily Flow Sewer Rates Use Building Area Generation Unit Unit Flow Estimated Flow Retail 6,740 sf 6,740 sf 0.05 gpd/sf 337 gpd Ice Rink 28,387 sf 250 seats 5 gpd/seat 4,250 gpd Lockers and Showers 7,690 sf 176 lockers 20 gpd/locker 3,520 gpd Classroom 16,260 sf 16,260 sf 0.075 gpd/sf 1,220 gpd 9,327 gpd Per 314 CMR 7.00-Sewer System Extension and Connection Permit Program: USE CLASSIFICATION PER 314 CMR 7.15 FLOWS Retail: Dry Goods Stores 5 gal.per 100 s.f. Ice Rink: Skating Rink 3,000 gpd+5 gal.per seat Locker Room: Country Club-Lockers&Showers 20 gal.per locker Classroom: Office Building 75 gal,per 1,000 s.f. nhbed\proYAsshseW2011_06-29 Wastewater Generation Calculations SI* te Plans Issued for: Local Permitting p Vol a Athletic Center Date Issued: August 5, 2011 • A 3 Latest Issue.• ugust 5 2011 Expansion 15 Turnpike Street North .Andover, Massachusetts Sheet Index Property 125 Number Drawing Title Latest Issue Site 114 Owner/Applicant: C-1 Legend and General Notes 8/5/2011 Merrimack College C-2 Layout&Materials Plan 8/5/2011 ? 315 Turnpike Street 114 North Andover,Massachusetts 01845 C-3 Grading,Drainage and Erosion Control Plan 8/5/2011 *' 125 C-4 Utility Plan 8/5/2011 In Partnership With: GS Site Detail 1 8/5/2011 Middlesex Islanders,LLC C-6 Site Detail 2 8/5/2011 P.O. Box 439 L-1 Planting Plan 8/5/2011 Dunstable,Massachusetts 01827 Reference Drawings Number Drawing Title Latest Issue Site Location Map T 1� SV-1 Existing Condition Plan of Land 6/2/2011 0 +00 2W F.1 AL I First Floor Plan 8/5/2011 A3.1 Exterior Elevations 8/5/2011 ---- A3.2 Exterior Elevations 8/5/2011 J :� 1N � SL.1 Site Lighting Plan 8/4/2011 °a P Architect/Contractor:on Incorporated Vanas e Ha Pro Con Incorporated Vanasse Hangers Brustlin P.O.Box 4430 101 Walnut Street Manchester,NH 03108 Watertown,MA 02472 PTO '-Ori,IriC. (603)623-8811 (617)924-1770 P.O.Box 4430 Alanchester,NH p 603.623.8811 f 603.623.8250 % vw.1lroconinccom E W=•Hasse Hangen Brustlin,Inc. H 7ansportation 8 g Land Development ���3NaF �`OS N F wironmental Services ;'*` `, 111 i 407 C 5 1 C.•'.Walnut Street,P.O.Box 9151 z T tertown,Massachusetts 02471 �sr g ±..7.924.1770•FAX 617.924.2286 \\MAWALD\LD\11625.00\CAD\LLD\PLANSET\11625.00-LG a Legend Abbreviations Notes: Exist, Prop. Exist, Prop. General Geaerfll Layout and Mateials ---- PROPERTY LIVE CONCRETE ABAN ABANDON I. CONTRACTOR SHALL NOTIFY`DIG-SAFE'(1-888-344-7233)AT LEAST 72 HOURS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB,FACE OF BUILDING,FACE OF WALL,AND CE24TER LINE TTGl12GlSSB HCdYlgBYI Bl'ZLSZr�i HEAVY DUTY PAVEMENT EXCAVATING. OF PAVEMENT MARKINGS,UNLESS OTHERWISE NOTED. PROJECT LUT UNE ACR ACCESSIBLE CURB RAMP Transportation 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION 2. CURB RADII ARE FOUR FEET UNLESS OTHERWSE NOTED. Land Development RIGHT-OF-WAY/PROPERTY UNE RIPRAP ADJ ADJUST ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS EavirottnTental Services m CONSTRUCTION ENTRANCE 3. CURBING SHALL BE BITUMINOUS CURBING NTHIN THE SITE UNLESS OTHERWISE INDICATED ON THE EASEMENT 3. ACCESSIBLE ROUTES,PARKING SPACES RAMPS,SDEWALKS AD WALKWAYS SHALL BE PLANS a APPROX APPROXIMATE CONSTRUCTED IN CONfO2NANCE WI1H THE FEDERAL.AMERICANS NTH DISABILITIES ACT AND WITH BlALO1G SETBACK 2735 Xx 27.35 TCx TOP O'CURB�ElEVATION BIT BITUMINGUS STATE AND LOCAL LAWS AND REGULATIONS(WHIGHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWNGS FOR EXACT BUILDING DWENSOIS AND DETAILS CONTIGUOUS TO THE 101 WehtUt Street,P.O.BOX 9151 PARKING SETBACK BUILDING,INCLUIXNG SIDEWALKS,RAMPS,BUILDING ENTRANCES,STAIRWAYS,UTILITY PENETRATIONS, Watertown,Massachusetts 02471 2 10+00 10+00 26-M scx u Wx BOTTOM OF CURB ELEVATION BS BOTTOM OF SLOPE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES CONCRETE DOOR PADS,COMPACTOR PAD,LOADING DOCKS,BOULARDS,ETC. 617.924.1770•FAX 617.924.2286 € BASELINE (BUILDINGS,PAVEMENTS,WALKS,ETC.)SHALL RECEIVE SIX INCHES LOAM AND SEED. t3275x Ui75x SPOT ELEVATION BI4LL BROKEN WHITE LANE LINE S. PROPOSED ION SHALL AND ANY EXISTING PROPERTY UNE MOIL LICENSED DISTURBED WRING °o --- OCHSTRUGIN LAYOUT 450 Txx 4so TWx 5. WTHIN THE OMITS O'THE BALDING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SHAH BE SET OR RESET BY A PROFESSIONAL t10ETISED SURVtYOR. ---- ----- ZONING UNE 355 aX 365 ea TOP k BO1tOM aF WALL ELEVAIXII CONC CONCRETE EAR7HWO2K OPERATIONS REQUIRED UP TO SIBGRADE ELEVATIONS Li 1 6. PRIOR TO START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS TOWN UNE j� BORNG LOCATION 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUISCWAL STANDARDS.WORK AT INTERFACE WTH PROPOSED PAVEMENTS,AND EXISTING GROUND ELEVATIONS ADJACENT TO DYCL DOUBLE YELLOW CENTER UNE ® ® TES!FIT LOCATION WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION�'THE STATE HIGHWAY DRAINAGE G1REi5 TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES cP DEPARTMENTS STANDARD SPECIFICATIONS FOR ITGHWAYS AND BRIDGES. EL ELEVATION 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC RE'RESEHITATIQ4S AND ARE NOT S LIMIT OF DISTURBANCE ®MW ®MW MONITORING WELL ELEV ELEVATION 7. UPON AWARD Of CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS NECESSARILY SCALER REFER 1FiTIt ACTUAL DIMENSIONS OR IONS,MA ON THE ORANITER THE a AND APPLY FOR AD OBTAIN NECESSARY PERMITS,PAY FEES AND POST BONDS ASSOCIATED WITH CONTRACTOR SHALL REFER TO7HE DETAlL SHEET DIMENSIONS,MANUFACTURERS'LITERATURE STOP WE7IAD LIRE NTH FLAG -�- -�- UINDEDRAJNJ EXIST EXISTING THE WORK INDICATED CL THE R OBSTRUCT IN THE ROADWAYS,SIDEWALKS,AND IN THE CONTRACT FEATURES AND FIELD NEAOJREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT R THE PROJECT FLOCOPLAIN 12'a 12,D-+ DOCUMENTS.DO NOT CLOSE OR OUSTRUCT ROADWAYS,9DEWALI(S.AND FORE HYDRANTS,WITHOUT FEATURES DRAIN FDN FOUNDATION APPROPRIATE PERMITS. BORDEIRNG QUID SUBJECT TO FLOODING -6'ND--- 6�' ROOF DRAIN FFE FIRST FLOOR ELEVATION 8. CONTRACTOR SHALL NOT RELY SOLELY FROM ON ELECTRONIC VERSIONS OF PONS, CATION OF PR AND M B. TRAFFIC SGNAGE AD PAVEMENT MARINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS,BUT SHALL VERILY LOCATION OF PROJECT - az _ _ _ CONTROL DEVICES FEATURES IN ACCORDANCE NTH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE ° WE7IAND BUFFER ZONE IT'S 1YS SEWER GRAN GRANITE _Tax _Fu- -N- 9. AREAS OUTSIDE THE OMITS PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SUPPLIED AS PART OF THE CONTRACT DOCUMENTS NO DISTURB ZONE FORCE w1IN SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S GTD GRADE TO GRAIN EXPENSE Demolition 200TA 200'RIVERFROYT AREA -CHIN -q{W OVERHEAD WRE -6'W- -6W- WATER LA LANDSCAPE AREA o 70. I4 THE EVENT THAT SUSPECTED CONTAMINATED SRI,GROUNDWATER,AND OTHER MEGA ARE I. CONTRACTOR STALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES NTHIH THE (RAVEL ROAD LOD LIMIT OF DISTURBANCE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY, UMNT OF WORK INCLUDING BUILDINGS,STRUCTURES,PAVEMENTS,SLABS,CURBNG,FENCES,UTILITY -4'FP- -CEP- FILE PROTECTION OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT POLES,SIGNS,ETC.UNLESS INDICATED OTHERWISE ON THE DRAWNGS REMOVE AND DISPOSE OF EDGE PAVEMENT MAX MAXIMUM MATERIAL TO AVON)FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER EXISTING UTILITIES,FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 --'OW- ONESTIC WATER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. FEET BEYOND THE PROPOSED BUILDING FOOTPRNT INCLUDING EXTERIOR COLUMNS m 6s -ITe BITUMINOUS BERM MIN MINIMUM -3'C- -G- CAS 11. CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE 2. EXISTING UTILITIES SHALL BE TERMINATED,UNLESS OTHERWISE NOTED,04 CONFORMANCE NTH BITUMINOUS CURB -E -E- ELECTRIC NIC NOT IN CONTRACT RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS LOCAL,STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS.THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WIN THE UTIUTY It CONCRETE CURB -STM- -STM- SIM TUTS NOT TO SCALE 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAR ED BY THE CONTRACTOR AT NO REPRESENTATIVES �, C0 ADDITIONAL COST TO OWNER. CURB AND GUTTER -T-- -T TELEPHONE PERF PERFORATED 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS 64 ACCORDANCE NTH APPLICABLE FEDERAL, -Cr-- Fa EXTRUDED CONCRETE CURB -FA- -FA- 13. CONTRACTOR SHALL CONTROL STORUWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE STATE AND LOCH_REGULATIONS,ORDINANCES AID STATUTES, FIRE HARM PROP PROPOSED IMPACTS TO OFF SITE AREA%AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF MOC V.OHOLITHIC CONCRETE CURB -CAN- -CATV- CABLE TV. REM REMOVE ANY,AT NO COST TO OWNER Erosion Control Pee PRECAST CONC.CURB 14. ,.'.,..PROJECT DISTURBS MORE INCA ONE ACRE OF LAND AD FALLS WITHIN THE NPDES 5rs s1s 68 ® CATCH BASIN RET RETAIN F:"INSTRUCTION GENERAL PERMIT O(CGP)FILL PROGRAM AND EPA INTENT WTH JURISDICTION. PRIOR TO THE STMT OF - 1. PRIOR TO STARTING L IY OTHER WORK ON THE BITE,THE CONTRACTOR SHALL E PLANS APPROPRIATE SLOPED C RAN.EDGING CONSTRUCTION CONTRACTOR IS TO FIE A COP NOTICE OF INTENT NTH THE EPA AND PREPARE A AGENCIES AND SHAT INSTALL EROSION CONTROL MEASURES AS SHOWN O4 THE PLANS AID AS ytx ED IN DOABLE CATCH BASH R&D REMOVE AND DISPOSE STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE NTH THE NPLES REGULATIONS IDENTIFIED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. VERT.GRAN.CLM CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT NTH THE EPA (OMIT C CURB Tiff GUTTER INLET R&R REMOVE AND RESET 2 THEREFROM ON A WEEKLY BASIS AND NTHal TWELVE HOURS OUAFTER EARCH STORM EVENT AND MENT SAWCUT @ • BRAN!MANHOLE SWEL SOLID WHITE EDGE LINE Utilities DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER TRENCH DRAIN ORANAGE STRUCTURES AND PROTECTED AREAS. 1. SCULL SOLID WHITE LANE LINE 1. THE REPRESENTATION OILS,AND OME Of EXISTING UTILITIES ARE 9DN4 AS AN APPROXIMATE z z pEUC OR CAP REPRESENTATION ONLY.THE OWNER OR LAN.THE UTILITY INFO HAVE NOT INDEPENDENTLY VERIFIED 3. CONTRACTOR SHALL BE ALLY AFFECT REGULATORY TO CONTROL CONSTRUCTION HER THAT BUIlX1NG � � TS TOP OF SLOPE THIS INFORMATION AS SHOWN ON THE PLANS THE URUTY ID-ORMATIOV SHORAN DOES NOT SEDIMENTATION SHALL NOT AFFECT RE(ARATORY PROTEC1ED AREAS,WHETHER SUCH SEDIMENTATION o • CLEANOUT GUARANTEE THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTIUTIM IS CAUSED BY WATER,WIND,OR DIRECT DEPOSIT. ]JEN BUILDMG ENTRANCE NOR DUDS IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTFUTIES MAY BE PRESENT TYP TYPICAL )4 to LOADING DOCK FLARED END SECTION THAT ARE NOT SHO'AN ON THE PLANS.PRIOR TO ORDERING MATERIALS AND BEGINNING 4. CONTRACTOR A MI PERFORM TIME BEFORE SEQUENCING ARE CO SUCH THAT EARTH MATERIALS ARE COiiSTRUCTIOi,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES EXPOSED FOR A AItIUUM OF TIME&FORE THEY ARE COVERER,SEEDED,OR OTFffRNSE BOlARD HEADWALL AHIT ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM STABILIZED TO PREVENT EROSION. Utility THAT THERE ARE NO INTERFERENCES NTH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, DD ❑ DUMP5IER PAD OO • SEWER WHOLE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 5, UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CB CATCH BASIN CONTRACTOR SHALL REMOVE AID DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT NTH THE PROPOSED WORK,OR EXISTING AND DEBRIS FROM ENURE DRAINAGE AID SEWER SYSTEMS CS T SIGN ® CUED STOP&BOX CMP CORRUGATED METAL PIPE CONDITIONS OFFER FROM THOSE SHOWN SUCH THAT THE WORK CARROT BE COMPLETED AS DOUBLE SIGN w ry INTENDED,THE LOCATION,ELEVATION,AND SITE OF THE UTILITY SHALL BE ACCURATELY DETERMINED W 0 WATER VALVE k BOX- CO CLEANOUT WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE EXisting Conditions Information - TAPPNC SUEEVE,VPVE&BOX OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO STEEL GUARDRAIL �+� -�+ DCB DOUBLE CATCH BASIN NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR 1. BASE PLAN: THE PROPERTY LI4ES SHO44 WERE DETERMINED BY AN ACTUAL FIELD SURVEIL' 09 ,y SIAMESE CONNECTION ADDITIONAL PAYMENTS WHICH OTHERWSE MAY BE WARRANTED TO RESOLVE THE CONFLICT. CONDUCTED BY VANASSE HANGER BRUSTUN,INC.IN MAY 2011 AND FROM PLANS OF RECORD.THE WOOD GUARDRAIL SIRE HYDRANT' OMIT DRAIN MANHOLE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON 3. SET CATCH BASH BOAS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WIN THE GROUND BY VA ASSE HANGER BRUSTUN,INC.IN MAY 2011. N3 Wv CIP CAST IRON PIPE ELEVATIONS ON THE GRADING AND UTILITY PLANS ............. ---_ PATH o ° WATER METER A DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY:VATIASSE ®4 ® COND CONDUIT 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS GAS GATES,ELECTRIC HANGER BRUSTUN,INC.'S ENVIRONMENTAL DEPARTMENT IN MAY 2011. Y-Y� TREE LINE POST INDICATOR NALVE AND TELEPHONE CURL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS,ARE APPROXIMATE AND - T NRE FENCE WAIIIi WELL DIP DUCTILE IRON PIPE SHALL BE SET/RESET AS FOLLOWS: B.FLAGS MARK N O THE WETLANDS WERE LOCATED BASED ON AN ACTUAL FIELD SURVEY PERFORVEO ON THE GROUND BY VANASSE HANGER BRUSTLTN,INC.IN MAY 2011. FENCE U GAS CAKE FES FLARED END SECTION A P!VEMENTS AND CONCRETE SURFACES FLUSH FLU 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NGVD 1888. 0 o-- STOCKADE FENCE b' GAS METER FM FORCE MAN IT.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 0 0 carxn <00 STONE WALL o+x FAG FRAME AND GRATE C.LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE No. a.,c w° Do :JRROINDUNG AREA AND TAPER EARTH TO THE ROM ELEVATION. -- RETAL40IG WALL DM DM ELECTRIC MANHOLE F&C FRAME AND COVER D.: .a 5y DEEP D-by PNNM °"""ed 0 o ELECTRIC METER 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE - - -•••- STREAM/MID/WATER COARSE - GT GUTTER INLET UTIUTY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND M a«xea by appr°�Ea by _ it Pk IK,HT POLE APPROVED BY,THE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.). • DETENTION BASI4 OT GREASE TRAP FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. $C6`No Scale °at° Augusl5, HAY BALES O •°q TELEPHONE MAMOE . HOPE HIGH DENSITY POLYETHYLEME PIPE 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR Pr°RCt au. T,, + -X- -X GILT FENCE Q7 TQ TRANSFORMER PAD POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS.ELECTRIC,TELEPHONE, Volpe Athletic LIC Come HH HANDHOLE FIRE ALARM,AND ANY OTHER PRIVATE UTIUTIES,WHETHER WORK IS PERFORMED BY CONTRACTOR - ----4---- -4- VUDR CONTOUR UTILITY POE HW HEADWALL OR BY THE UTILITIES COMPANY, Expansion --20-- -per MAJOR CONTOUR o- .- 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: GUY POLE HYD HYDRANT )- A GUY WE&ANCHOR A.WATER PIPES SHALL BE DUCTILE IRON 315 Turnpike Street to to PARKING COUNT INN INVERT ELEVATION p Prl FIN B.SANITARY SENOR PIPES SHALL BE POLYVFIYL CHLORIDE(PVC)SEVER PIPE CYU COMPACT PARKING STALLS o n HAD HOLE 1= INVERT ELEVATION C.STOW DRAINAGE PIPES SHALL BE HK31 DENSITY POLYETHYLENE(HOPE).. North Andover,Massachusetts Pa PIT D1t Dn O o FULL DUX LP LIGHT POLE DOUBLE ALLOW TINE D.PINE INSTALLATION AND MATERIALS SHALL COMPLY NTH THE STATE PLUMBING CODE 15HERE Local PCT1TllttllLg • SL A STOP LINE M9IChlIRB__ MATCHUNE MES METAL END SECTION APPLICABLE.CONTRACTOR SHALL COORDINATE NTH LOCAL PLUMBING INSPECTOR PRIOR TO BEGINNING WORK VIIIIIIIIII IIIIIIIIIIIII CROSSWAK PWW PAVED WATER WAY & CONTRACTOR SHALL COORDINATE NTH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, ® ® ACCESSBLE CURB RAMP PVC POLYVINYLCHLORIDE PIPE INSTALLATION,AND BACKFlLL OF ELECTRICAL FURNISHED STEWORK RELATED ITEMS SUCH AS PULL Not Approved for Construction BOXES,CONDUITS,DUCT BANKS,LIGHT POLE BASES,A40 CONCRETE PADS SITE CONTRACTOR pP ACCESSBLE PARKING RCP REINFORCED CONCRETE PIPE SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REWIRED BY THE URUTY COMPANY b-,au. VAN-AOCESOBLE PARKING 'AD AS INDICATED ON THE DRANNGS. R= RIM ELEVATION 9. CONTRACTOR STALL EXCAVATE AND BACKFlLL TRENCHES FOR GAS IN ACCORDANCE NTH GAS Legend and General SMH SEWER MANHOLE COIMPANYS REQUIREMENTS. TSV TAPPING SLEEVE,VALVE AND BOX 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4•MIN.)SHAT BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SOWN ON THESE PLANS AND LOCAL UG UNDERGROUND VUNNCPAL STANDARDS FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE 5 FEET. UP UTILITY POLE 4 v,..i VHB RQ1 WAT-LD 11625.00 CAD L°PLAN SE 116---- LI,1 z to -- _- -- - Parking Summary Chart Sign Summary Vanasse Hangers Brustlfi Zoning umma Chart Spaces 1 g size M.U.T.C.D. Specification g Zonin District:Residential 3 Description Required Provided Existing Provided Number Width Hei t Desc. Transportation o Overlay District(S):N/A STMOARO SPM s:1e 9 K 1a 122 180 Land Development _ Environmental Services < Zoning Regulation Requirements Required Provided VAR ACRD SRE5581E SPACE' 8><19 8 x 18 3 9 RI-I 30' 30" , LOT AREA 25,000 SF. 466,069 SF. VAR ACCFSSHE SPACES a r N, 11.IB 1 2 101 Walnut Street,P.O.Box 9151 a FRONT SETBACK ' 3D FT 113.6 FT TOTAL SPACES 126 190 Watertown,Massachusetts 02471 _ 617.924.1770•FAX 617.924.2256 �ESEETBAC 20 FT fiH _ SALEM (PUBLIC - 110' WIDE) (ROUTE 125 - ROUTE 114) TURN-PIKE HEAR SETBACK 30 FT 0 fi" � °m R7-8 If 16" lei ILtlj BUILONO HOGHT 35 FT 35 FT - —_ — ~ S4sro2'is'It -- -- -- -- ��__ - -— —— —— 641.96' ' SAM 1URNINKE E ara5'te•.ie �ZS 36722" R7-8A 12' a" V a '• LOT ABUTS WASTER CAPPUS WIIA-2 30' v rrT-100 t-101 R=9 Nl?2Cr0 xcalEO ro d>13�64q• 141-102 'ILL � y02-99 a' All, AFT-110 DO 'LM,',0 TE AH ,/F'sE S n Y6ADED COKCRETE PPa �/(.iSFRS _tFPR0:4LATE 1-11 PI OF TOP D(MIG, F61-103 REMOVE EXISTING PAVEMENT MARKINGS / - SiCAR6E PFEA xr2-IDI -1� upft956-3 4L 114. ® 3 �� 142-99 /pSl �YFI-105 141-109 ®aAlv1DM$ 141. ��iFF�" 16'I-Y9 W l0 SHED PAVtvun -D� Tms M61- jj -11D Wry-108 EOP •J 9a ply . • etT.WALK 8'GRAVEL PATH \ RX au MT.YWX ®i.1YNX /PAD CNAC.WALL GLASS / -DIXLRDS JOE VrnEVF PAD / i 114• FULL DEPTH PAVEMENT 108 NET LOSS OF - WRIT CONDENSER 'YN 12 SPACES (BASS R7-e A E"A-A' • � —GUM s -��OLLARD OUNTED R7-8 \\ B LA 7 M m°1 ° �'•� - xF2-115 3MIT GONG PAVEMENT 1�AR0 '3 \ R7-8/R7-88A VOLPE ATHLETIC COMPLEX �A \ LA WF2-n6 B°BAR°"'° '- EXISTING w VOLPE CENTER 92,395 GSF m \ 2 STORIES 120 8 8 21 4� y¢M1' xOCAED I °8S CCUR15 31'+ i ,It 34 _ r, _ ENi b C _ ,V1 Nr2-10 LA 1:1 PLACED STONE SLOPE 4i j (Hasp r _ NDOD HAYCIC F ;} {} s ACCESS RAMP •rr4 ar.WALK If(JlAAIEHP puss 25'1. Oft.wMx •^;a'° _ ETE s ATISCAPm FLUShi-COR�TT— 13 rt2-ila x 26'f �7•¢ IapOMAll x11M �A� PTD "CP J 1 oye - WC! 2 I O ACCESSIBLE PARKIN NMORAL 3 `a CRASS «1A55 N�RAP ® . CRASS � R7-8 '�] > #O iE WALL SOLLA - iJ y PROPOSED �` B C WALK Mou F,OAED LPE CENT EXPANSI (� 1.- V. R7- W11A-2 CRASS 2 B7 RD . i R1-1 • S 1 STORY ^ 0 ;, uou I -1 CRASS LA —42-119 /( • '�Tyl SCMm HNfO O i05i 1 OSA S / �� LA � Nn ReHC'on W uv S 0 3 O L LA RG4• as ';' ."\• B •. Eta V2-120 OID O.dVw by OROS6yyuK - r, 1' ° ASS MASS OHF a"•"or PWM a.a.a �•� �° rn i` t Tgp:7' ---- caD m.�ym er npprorea ey 1.E ACR TYPE'A-A 9 •'3 ___ FM N 511, n 1.D Be � µ CR TYPE"D-D" Ys Be 1"=40' °Ole August 5. rt • LA ' SA % — �E07 CC N.j.T Tree CR TYPE°A--,,_. # GRASS PAw1N� LASS Volpe Athletic CentE BC BGfi'B N A 1 BU5ES0 PARKIiIG IT- _ N 5L �° , Expansion Aoa�vP . _ 1 —WaLK ac Y/liV/��I°Y/I Be °° � fie '�..— ,--� 91i:VMX � CULLAN AVENUE �R e� 315 Turnpike Street � $ R�,y�f-ORM1ACi ao 9fA� p1A)nER= ��. 9a PARA"r` /SO � cAra+u s North Andover,Massachusetts AREA oaDARO +u.,ea t« DTG� LIA ,A, OEA Local Permitting /GAS OEM •!/•- PW - FILL POLE Tecxt°A ° /T °i - MTwsPwr(rrl 40 0 40 80 srq,�.I"aE 'tort 1 FG uaoo uqn PUE Im Ro { /wscx Not Approved for Construction D SCALE IN FEET # Im n �$ Layout&Materials g �.Elh-STAW's Oraing N trUk 3�EyHalAUS�c ��upsrorfeRU.�3� ra t0'rETT w 4one 9101 a _ � \\VHB\PROD\IYAT LD\1162500\CAD\LD\PLANSET\1162500 GD z M Vanasse Hangen Brustlil Transportation o Land Development Frrvironmental Services SALEM (PUBLIC - 110' WIDE) (ROUTE 125 - ROUTE 114) TURNPIKE 101 Walnut street,P.O.Box 9151 E _ Watertown,Massachusetts 02471 S 46'02'19*E _ 617.924.1770•FAX 617.924.2286 € _ 641.96' S 367722•E t 225.00' zwfl-too n SILT FENCE BARRIER a Mft-lot N M \ M � ryi ya�i+OfD�1,"2§5 / �Yb /;ta M/W DI 0E'4O 4 uTDSE.eVAor7L11¢E N 2452/7 Mfg-96 m�I i I i R,990 36 0• .(TYP) sx24 4_ 0196- pDr9A a=2 ( 1-102 2N.4Tx 1p96 1.3'3 HPE rCE BARRIER 1=240.8 6'P\C r 1 I #417 IRAISffT91l'f11 uv-1 2965-� I=139.2'6'P1C WI-110 nw� ,� /% Imo[PAD, {ts AIIA I 1=21240 6P\C ,fi), Mft-101. 1 T 5TH , 762-100 , 240:4• ,n LOCH➢Dy(p'Top DIiOi ♦ v ,f V&2-101 UP6Y956-7 wf2- MF7-ta �,, ,` •$ N tl w2-99 _�„�� • MF2=I03\'\ 2- 110 kft-105 Nt 107 { 5• , PAl J 'J_ - K- L -'-POS'AIE3 __#41.0' (HOT FOUM) 2q4-- ett 6P♦Gi !J' ® IHr.WuX �F 42N 3' l PAO CCNCrff1E PAO _ Q '241.7 �7.WALIt zN.74' 917•W/dlf G^ i. a a - i. 1.4265. - __.__- t 147 + �- �n r _ �-.-- -fi'C4�` --7 GRhS9 YL44.? 9 14119, FA O ;{L- v I�C0.tiC W. "ry a. ry `` / `^ iFE=24 0' PM y ( ) 1 .#43.r wfR171y 6g1EA0 'CMP _ ---- - 4FE=24120 745.71 / XOT FOl4m 'FFE^2/125 1 4, N 1.40.6' E ♦ i/ �1 - Mat CGNDESiSER fFE=245.14 ` - 2 RhFA ` 411-_ R=241.117 1♦ .141.4E{I h• ♦♦`11 �lJ -2{524' I II 1� 21 2 4 - ----_. yf2-174 245 l Li R=2,1.66 -2Z 4 i/, n=2,1.ID' ` ,i {n° J1I 1204.2 1.24L5 ,_.. ``� •i I 1. $I c� EE 24520. ! �. \i I\\:: ^-4 CRA55 _ xY. W - '2 4275'4 241.6 466,069 SeF• y 215 ACR E S) #41.4' .1 2411 ( 0699 x2425 244 M1 y 1 ` D pf2-115 2413 /474 W m 10/01 , \\ CE FFE=24125 J VOLPE ATHLETIC COMPLEX - + •! }.:{..,, a . ;LT N " � '---4P-- n VOLPE CENTER 243 6 ar E=24x15 FFE=245,25 E42 1i .243.75' O N NI 211E WOMED 0 MATCHl1NE R=140.60 I ,�. ,A.'ar FFE=245.2 FFE_245 415' i-6iU4 OVS TEE&06 `J'4 ?s •a" / /_ OOF .:f COURTS 60TT191=2324' �I I 1 1 24531' yea FFE=2413$' v 1 CAUBOX FE=246.66 • 5RA1 I IIi #40.51' T FFE=24125 � FfC=24528' �ORA512 ; (24.9 x2/15 Wf2'il] <F=24127 SPRti4LFA- SPIC 2'P - % --£"-_. 6RA\Elz/Z4M` _ . 1.44�1Y (E9 -------- iYAD-1Ei3t9x i.a' /, Q I w / I tiky, ` F♦ /( 417r BY.wAix t cps .78' ( r,_.2aa^ ,-____243--ACrESS RAMP gycRasS#slr 2 B 5 it tiV_ >T„ E K/j ABIUZm 2429 1 '\ 41---1=240.0'°° MBI^ IAh _ kY. -----_____ 1 B I ,� 2 ONSTR I ♦ 2" N240.1�_Ji 'PVC Hl16RM. 292_-- ♦ ♦♦ •p 2 1 '(BASS x14131' I I v I x241.9' MZM52 no / IIy�I "\ \ � � _ (ROT raRN) ` \♦♦ #4151' i' `li ♦' ```` a=z4o.,1' PI�2V O.7'Eb^247^ -EC la 1`` t+ Qy {1 7E Wnu! -----� - N.1 ZY R=231.12' I f - Fml I I=237.9'6'P\L` , _ I 1 tom' MAZY--\�a i I- 1' J' YCC(RL9i)'� y 1 #47.6 _ N` I` 745' T• x h -2419 1=23a5' ,PVC) �N,TER EXPA14SION ♦ , , , , ; � I=-a'18'CPP / ♦` ?c'i 1 ! `I I I? 1 , fl=341.1' t♦ 16 t 1=18'II Cr4 ...W ♦♦ `I /f♦ 41x" 1 #SA' i 1 I=23248'6'P1C , F.M I=271.7,a'CfP 1,/ r\ ♦ `J i 1 1 i'' � i '�'i I ` I `>�J "-`` .POST �„ ` 55 243 M62-119 ULr i'y �/ 1 FFFoL 245.2 •MOSCwm _---- / \ E"242-10'x _ \ 1 / I ry .♦ a Nf2 1.39.17 \ 1`♦ _ _ 11ER=235.1' x20450' ' ♦ t J!' // 1 / N ', R 141.81' . __ 1TT4f=230.9' R=2 7' .•.. 4. QU 11A7FR=119.9 a'PYC #42.45' _- `` __ 242 c a ' `. _ L-,4 ✓a :..'t".;'.•;-: �� ,239.. \ ? ea -- �' u __D,xnYv® --_-- ------------241 Be B07Tg1=2!0.10' - - Ecto Da_i `::�.., - ;+. •`' _ Dc __�____________2iZ \ BASS # 11 ♦ \\ '' '/ 41 - - x'292-�EOP _ _ --_ ___--2§2- OAa'REi: #399'---------240 oexyn.a er DHF Ik<,n fix PWM me.x« -" - 1^° .141:24' �[t� C1' ^__2 _ - CRASS -____24F- / cAO.n<e.e er ApPro.m er j --r ♦ WnnS,w.IS PAtOV'<F x - g1Ass -' 1a1Y 35TC-45 22 t 9C / 241 x241.8' 741- ,y\r•' 90a1e 1"=481 0010 AUgu915 �--- -2474,= 24JA 41.16 _ - M24zis __-"- ♦� P.oje<t Ti. 1 a. -w, CIE o�.� _ - nt1 Lr Volpe Vo e Athletic E y� • �„ , -- -- - ,` MK, ORfAU6£gTom 'PLAnIER ----- - ----- �. ------- - --1` `�� 2' REPLACE EXISTING PIPE 4yrRY aq EMsTING(fit _-- -H_�`' PARAUA 1D WA3X J _ - --- 1 e Expansion AL (GRATE 1-2 DI) 240x1 }� ----- / SNROUAl6- ` I R=23816" I=236.'6'CPP-__ , ;} I <? f♦ / R=236.16 I 1=215.I''CPA I=235 Ir ^ / I PVC �IJ P1104 OR, 1-234.' 'PVC'♦ R=23764' LSA I=214.6"a"CPP - 1 j q wln , s•PVC 315 Turnpike Street 1=2317 B'CPP CC41G P ----- I ♦`. ; (' O"- 1=lair e'aP „Jens uE,ERS IL ASEDIMENT TRAP Exi511NG CB2 1 North Andover,Massachusetts MH 6 I=211.7'P5C ^�♦ - '� - COIITRA A SHALL\0II 7 PR�OSED� \\ 234.76 Ba�AROS ( ♦ 40 0 `'-_49-- -`^$0 STp , R=237.fi7 Isaed I« 19a 3.'t I 9.5' (p el SPOUT(,>P) ``�`` ♦ `' I=233E'e'PCONNECl10NS VALL NGT COMA THE \ `♦\\♦\♦`� ,Pd.? P O'A \ , -vy,S•-___ �TEGRITY OF THE EXISTING STRD E ,{ "f4 Local Permitting R-234 76' %%%� ``', /�\ 1=2317 10'PIC - '\ 'la yll `11 i=zts.r Is'r1m - 1 a=zae.7 `\ \I1 SCALE IN FEET \\ 1=2241'IB•CFP ` 7j > 1 I 1=131. 6'PtC E 1=zm.r e•P\C a aLXCIflfFA 12 sir,NT w Not Approved for Construction 1 _ Of 20 TPEE TRU19( I Or<.Y.9 idle y E1EYA1K41=2 W 44.26' ,`♦1 r I 2270 11 PAC 6E1LL7SA� ; Grading,Drainage a •O �S G(kICFETE SASE tl t EXISTING PIPE BEYAmH=23884 PE1 SiumS Erosion Control Plai REPLACE E b \ 1 REPLACE EXISTING NPE S 1 o HOT At15 1.A Ii41X+16DilFll N.'rm i8 tOYETT o y _MATCHIJNE -- -- -SEE INSET A hp VHa PROJ WAT-LD 11625.00 CAD LG PLANSET 11625.60-UT N a Vanasse Hangen Brustlli Transportation Land Development SALEM (PUBLIC - 110 WIDE) (ROUTE 125 - ROUTE 114) TURNPIKE Environmental Services 101 Walnut street,P.O.Box 9151 r S 46.02'19"E Watertown,Massachusetts 02471 617.924.1770•FAX 617.924.2286 - -- -- -- 641.96' 367J'22-E 225.007-�� 2 YS1-101 Ra 1 n H I fD WE2-9d v"3 R=244.48' WOODO Y3T-102 WOODtu �-' ; [=241.7'3'P%t `\ 7=24Ob'6'PYC Wf1-170 no / TflAtl� d W8'966-2 I=239.2'8'P\C - 1=2]9.1'fi'P\C o C PAD w/Y15ET1S IPPReL)IA1E L.A.0y t0°OF pIQ1� o 761-t03 _ _ 5I 7.42-IPi / =2-l' m '� p6T-104 WT2-101 1,PF1955- - -- \ _A W2-99 /Rtsm 1tf2-lOT- -i(n "TI-10 83-.' -- -A due xn-1m (P SN PA �R r- �Lossa�iimPr-- _ _ o \ wwo-108 (NOT EWNO); -- -_ BOLL 8? �• l� ©i.W.W( -110 a e 7 ROL BIT.W'AIX BIT.Wa J =211.7 __-6`�- PN/ CMY1tETE PAD fJJJ�T 4 7�BZ �GOt:G W QiASS 4-sojims 8 CUP d\; / (ROT MUM). MIE PAD 1 ag 2-Po NTH C(NDENS04 j Is=zu.or fI - na - 1 x2-114 CRASS �I \ Iia241:) °�'• - R=241.06"- R=241AW I" _j I C m- F 92-115 # 7p0ez �_loofa,�- 7 \ WOW VOLPE ATHLETIC COMPLEX �NN� _ Ri w72-r6 A b' a-nRE SUPPRESSION CONNECTION EXISTING ®MI PAR �9/ly \ I I VOLPE CENTER } 26 W h 1K \ (t •5 / =24aT a RET HYDRANT / ' 2\0 wcGOc / o MATCHLINE WATER=I3a.4' f I ZK a / pP1Ri51 ;.I 4-91W TENM 0C15Y78 'u SEE INSET A 60ii0W=1724' yt' DRAYIS EN / o Y PF2-Ili �I BT.waX I TO SFPotdOrR A - �I (Iws+ a CYESSRA4'P m 1 k4' at.wwc arrtt��� * CRA55 \) BIT.WNX waRUl�tI - 5 { II 1 24a1'-� kit ORtiS$ 9 ti05CAPFD a8 .23.9 OU �' 1V^1-t18 II J• 1 210.1 1"P\C upewa Y6DT ED s # 1 , S =240.1•Na110R (BASS I s (HOT FoLho) sr_ l =234.12 I�• N OD s 4}O • �" •230.3 E%Cat - I!` R=24at1'� CAI It IN' i=237.9'8'P\C PROPOSED �e�� • .0��, R=234.17 �I - FgRCE Bali- ( `{( =p ' I�NT EXPAN vcc(nDall- O • ' i. =239.7 ms 7=13115'12'P4L ' I 't ,�'�/� / e.. °274.6 188 t iB'CFW 1 =241.10' GRASS I =279.5 IT 1=-a8"1a'CFP I I I Nr� • I 1=21Ad'b'Pvc . 1 .-nb: _ ASS P52-119 I=230.2'ia'CPP • R < RD-A � Z � .1DSCaPm 14Nto O I .2CZ� POS �i OST _ - "`_+""^^-^�•:..�• II / s 1=2388 1 . \ • I� 1: _ __ t=239.17 r T 8CL• � -L�- E� �- 01tn=n57• '' y 7�/+ RD-a R 14191'1 3U/Td1=230.9' R=2..2 a I=2 7.5 1=23,61ASS 1=237.0 eC4 WANR=27A9'1.1m BC as a BC C U1WTY_� Ha Pevid:n D. CRA55 '� ' • ._- �-.-��1_.�- !E(P # CJ,palEi < o •...e�.ed` I J - __ETN p GRnss 0-9-d.e by DHF wo.,,11 PWM fA.da gC n'W'ous PAYEPD GRASS MH 3 STC-45a'oo cIn t..e.a br App-°by MH 2 i orm4 mz' s.a.1.�0� D•1..August 5 CBE 1 I-234.8 E,W N EXISTING Ca3 242.21 P.o1:a U. N AVENUE 7 \_ Volpe Athletic Cent( M ELEC.PA �T X STING MY!0.1 3 ORAB�A GE TO WALK �UL/+�+ O sYMatt(E�OU S TMH W. B• R=239.27 =238. -� / Expansion .>/ GATE Bao�9+) MH-T .276 at & RCA �- R-218-2a 1=2366 8"C4'P -240St r 1-235.1'Was, 1=27SY B'[PP =237.0 H➢0 2 5 � �Y 76.3fi' R=2]7.84" ts4 f=234.8'8'CPP -2T25L -to"t TRIO Inc.FII[HrR 8'PIC i 23i4'8'PIC 1.234.7 CRP CWC.Pal ry 1=233. O 11 �/.S/ 315'Iltm t e tree[ 1-233.7 a"cPP y/GAs ME= To' EXISTING C82 ca+c.Pao North Andover,Massachusetts MH 6 b231Y b7lC ./ikANS CONTRACTOR SHALL VERIFM T PROPOSED =271.76 Isonw�22as' antAm,s iu+sPO6T(TIP) 40 0 40 80 s7gp a R=u7.67 CGNNECRONS""NOT C6}A``P((�i- 1 THE ,�D ucttT PaE I:�,.e la - -229.6 our b l �kWS kt 1=231 8'aFGTEGM OF THE EXISTING STRU E xjWVR eMe ,�f \ 1=234.7 W:P Local Permitting ?34.76' // Y SCALE IN FEET t=a33.r 1o"Pw n lot 1=229.1'l8'CPP R= I8'CPP � I=271.7 3t.r 1 Not Approved for Construction R=23495' Utility Plan I=n7.0'a'aTn�. tia - �1ff7A1 SLa40S wn.-h9 I NOF 4M6 ES 1_____j . =2z9.O art - �pg6TDP1En LL � / MATCHHNE SEE INSET A 'w \\IJAWALD\LD\1162500\CAD\LD\PLANSET\1162500 DT - ®R i er 30'OML 2'�-,icLESS'j Notes: -_ AccESS Notes: 1.ALL SECTIONS SHALL BE DESIGNED AWPWa` Concrete Pipe Division OV FOR HS-20 LOADING NOS• X Y Z DIA(A>) X t.STRUCTURES SHALL BE PRECAST CONCRETE,DESIGNED FOR HS-20 . Notes: " STC 450i Precast Concrete Stormce trsr' 1 2 COPO.IMFR MANHWE STEPS SHALL BE 1 10 ^ I t•AM� LOADING. IxsTANrrn AT 12 O.C.FOR THE FULL P 1.ALL SECTIONS SHALL BE DESIGNED I 40'DIA•(EON.) i I DEPTH OF THE STRUCTURE. (450 U.S.Gallon Capacity) 2.COPOLYMER MANHOLE STEPS SMALL BE Alternate Eccentric Cone Section FOR HS-20 LOADING _L,1! (STEEL REINFORCED FOR HS-20 LOADING) n 3.PROVIDE OPENINGS FOR PIPES WITH 2' �2" INSTALLED AT 12 O.C.FOR NNE FULL DEPTH O THE STRUCTURE 2 PROVIDE OPENINGS FOR PIPES WITH Y Alternate Top Slab MAX.CLEARANCE TO OUTSIDE OF PIPE. Co+amxle,,ra FIND 3.EXTERIOR SURFACES SHALL BE gYE7N 24$ ARE MAX CLEARANCE TO OUTSIDE O'PIPE. MORTAR ALL PRE CONNECTIONS. GRADE Vanasse Hangen Brustlk J 8' 30"DA 8" TWO COATS S OF SURFACES WATER- . z try MORTAR ALL PIPE CONNECTIONS S ° I"'t'-T.CZ'E$q"1""'( PROOFING MATERIAL. n ^�I aa-+ GRAD 4.JIXNT SEALANT BETWEEN PRECAST -- PRIX Low FFFAAA 4g pIA(lgN.) I 3.JOINT SEALANT BETW4LN PRECAST GA♦DE 8" 24-DIA. e' SECTIONS SHALL BE PREFORIED _L n - y ry ITT y� SECTORS SHAH BE PREFORMED ACCESS BUTYL RUBBER. 24 ` s• d m ( p�,NERG SEE _-__-_ 4.JOINT NS%[At BETWEEN PRECAST Trans Transportation BUM PIIBBFN. NOTE 5. --- SECTIONS SHALL BE PREFORMED BUTYL P o Arternale Top Slab SEE NOTE 5. _ SDRAN MANHOLE FRAME AND COVER --- 0 L p FINISH 4.CATCH BASIN FRAME MID GRATE SHALL BE SET NN NLL MORTAR BED. RUBBER. Environmental o nVent meal eoPYtPN>a S.sTANOARO SEWER uANHDE FRAME Environmental Services GRAD'c SHALL BE SET IN FURL'MORTAR BED. ADJUST TO GRADE PATH CLAY BRICK To VF<m Ma15'f3� 7, - AND COVER SHALL BE SET IN FULL 188.1 24• 1 8-- ADJUST TO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES (tea SAFETY BAR(S) �w=p, MORTAR BED.ADJUST TO GRADE WITH i I I I AND MORTAR(2 BRICK COURSES z TYPICALLY, 6 BRICK COURSES We� DRILL A140 MORTAR HORIZONTALLY i _ 77,, SEE NOTE 4. TYPICALLY,5 BRICK COURSES F V MAXIMUM) SV-0b,° N0.8 REBAR EQUALLY IMAGED I Ei��a STEPS SEE SEWER BRICK AND MORTAR(2 BRICK 101 Walnut Street,P.O.Box 9151 o a MAXIMUM). z 18"-1 BAR W NOTE 2. CAM TYPICALLY,5 BRIG(COURSES Watertown,Massaebusetts 02471 • 1•at o ° ba STEPS SIDE ', - 4'ODIU1 24'-t BAR i PIaO i w$�� ________ SIDE NOTE 3. 617 924 1770 FAX 617.924.2286 N0 E 2. ' SEE NOTE 4. 11KOla2 4'00J� 76"-2 BARS I I APRON EDGE TO _y - BE SET LEVEL t 48"-3 BADS I WITH FLARED END zo 48'DIA MANHOLE SHELF TO BE CONCRETE FORMED i 18' Note:OMITTED WHERE BE T'ERT APG4 (MIIaNVN) SEE NOTE 4. W 4B"DA MUN TYP) ______________ 1 �e i i nF/ a Ne .40"DIA 1@N. AT A SLOE OF i"PER FOOT. INDICATED ON PLANS. I n. OIL/DEBRIS SEE NOTE 3. �� 4 4 CASKET OR SLEEVE TRAP OU71ET ('� OUTLET FLEXIBLE WATERTIGHT z V/Ji£'S __ 4�OAN • ) OWN SLOPE 177 MAXIMUM 6EGTI04 WTET Fw n O 1IZK� I DIA oo Po1v F4a _ TON RIPE Q �' 8('i ', INVERT VARIES -r= pRer°l6�) " - -- STONE FOR 4D o �DA w0 ..`e J______ �`> DIA 46'0 .N ,� ( FINISH 12 `I-l' VARIES �. �^ _ .� i A� VARIES v :'~ _ _ Z "P. �.J u SEE NOTE 2. s 12 _ I1• D A (TIN SEE NOTE 3. m i cDMPacTm ''• °0 a 9 0. sP. g°'• = GRAVEL (T1PJ ENERGY DISSIPATION BOWL .O.. ilj 12 FILTER FABRIC COMPACTED SUBGRADE (RUSHED STONE SHELF TO BE ARCH INVERT TO BE CONSRRUCTED CEMENT COlCIREIE INVFAT COMPACTED SUBGRADE S CRUSHE BRICK F FlFl,,AAT A7 A STR SEWER BRICK LAID E. SLOPE O i`/F00T STRETCHERS HIND ON EDGE BED COMPACTED GRAVEL Section A°A (2-STONE SIZE) COMPACTED GRAVEL BRICK CHIP AND MORTAR OR CEMENT �2' COMPACTED SUBGRADE CONCRETE FILL COMPACTED SVBGRAOE < Catch Basin(CB)With Oil/Debris Trap 6/tg Drain Manhole(DMH) 6/oa 027 Flared End Section(FES)with Stone Protection 2/11 Sanitary Sewer Manhole(SMH) 6/0a N.T.S. swree:Mta LD_Tm N.T.S. sowce:M0 W-41" STC450i Precast Contrete Stormeeptor _ N.T.S. s°wc.:YRm 0134 carce: _134 N.T.S. s Min ._200 h MUNICIPAL STANDARD HYDRANT Table OlDimensioae PUMPER CONNECTION BENDS B C D E F BENDS B f. D E F TO FACE ROAD. 4'CEMENT CONCRETE 6'/1 i/4 8' 15- 12'24' 12- 6" 45' e' 30"I7 24- 14' (6-THICK IN VEHICULAR AREAS) FINISH. 8"22 1/2' iB' 13' 8" 9O 30' 27' GRADE 8"11 1/4' 20" 12' B" 45' 130' 24' NOTE: FACE O B'22 1/2' 22' 17' a- 90' ,.5" 36" CONCRETE FOR SDEWALKS TO BE CURBING 3'TIPICA SEE IG7TE 2 - 12"11 1/4' - N. 16' 12' 45' v! 40- 4000 PS AND FOR DRIVEWAYS GATE VALVE WITH TO WNOA STAtIIAItD MXES ADJUSTABLE EMBER, PAVED AREA LANDSCAPED AREA Bonds 1 2' 35' 25' 12' BO' iO' 52' 14 6%(i.5i0 AIR ENTRAINED.NED. E SURFACE 10 BOX AND COVER SEE APPLICABLE TREATMENT ( ) VARIES 2'RAOI15(iYP.) PAVEMENT o PAVEMENT SECTIONS COMMON FILL/ L B' VARIES 2" 6" 21�BITUMINWS ® ORDINARY Be RflOW 1� ll SURFACE CWIPAC7E0 GRANULAR FILL 9 C O TCRRBB JOINT VARIES (Top COURSE)NT I'CLEAR(MIN.) SAWCUT FINISH GRADE &0-BINMItIWS 1'CHAMFER FINISH REPEAL 5 CON C.PAVEMENT DEPTH AND SURFACE UNDISTURBED 6*RE �.0 R EON. O�.a (BINDER COURSE) Q 4 TREATMENT VARIES Plan SOIL Section I-1 PAVEIIElIT o g fF°°°o N�°° lge°Om �:`!. COIIPACTEO 86•' BACKFILL 6 .•" u� Table 0M.-tons _ a -• A �V- `� THRUST BLOCK-MeL e° NEE G H I J I I TEES I a 1 4°�o°O •� a'COMPACTED b BEARING a S.F. 00 z > WARNING TAPE I Yo B�gieBg GRAVEL(04 MAX NOT BLOCK DR,IW. p, 8'z 6"x 6" 12- 24.24'ta" 12"x IY"z 6' 12' L4' 24"18' STONE SIZE) o Ni op D B�. P� 4 d o ` 8'z 8-x 6' 12'z 12"x 8' 24' 8'x 8'x 8' SSB�ADTE z 02- W .•��, - • 20'(M&. _ 'N n oa z. o Te e`a 6 I T 1. 1z' Sectio HAND TAPED HAUNCHING 2 UNDISTURBED COMPACTED BEWONG NECHWCAL EARTH OR COMPACTED SBED Note: ' T( b n SON )EMBANKMENT JOINT SELT .° C�O M°P ACb T ED:GRAVEL a44. °r y o.9 4 p;s4 COp MPAC COMPACTED T. ED CONCRETE 18"z16'x8" MIT. SUBGRADE Plan SOIL Section 2.2 1.FIROV4DE EXPANSION JOINTS AT h (U$'MAX STONE 92E) GRAVEL THRUST BLOCK CONCRETE BASE NUR.317 ET.O.C.WITH PRE- COMPACTS FORMED EXP.WS0.4 JOINT COMPACTED COMPACTED USHER STONE FILLER&SEAIEA. °°�° CR CONCRETE SUBGRADE (LAIN.1A C.Y.) Notes: Notes: 2.PROVIDE TODED CONTROL SDEWALH Note: 1.PROVIDE BLOCKS FOR TAPPING SLEEVES,DEAD ENDS,GALE JO?NTS'AT W O.C. Yt'PREFORMED Notes: 1. WHERE UTILITY IN BERMS ARE HER SUCH S THROUGH DPM7SON JWNT All CURBING TO BE MACHINE EXTRUDED DETENTION BASIN BERMS OR OTHER S1CFi SPECIAL VALVES,AND VERTICAL BENDS(SAME SIZE AS HOS AND FOR 3.PROVIDE BROOM FINISH IN BUpLWtIC FACE, 1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON- SEC7)ONS PLACE TRENCH BACKELL WnH MATERIALS TEES).PROVIDE ANCHOR RODS AT VERTICAL BENDS AND CAVE DIRECTION PERPENDIOULAR TO FIXED OaJECT. UNWSTIROED EARTH AS SIOWN.USE CLAMPS AND TIE RODS OR OTHER SIT TO THE SPECIAL SECTION REOURQAENTS. VALVES CURB. OR GONG SI DEWALK ACCEPTABLE METH W OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS. 2. USE METALLIC TRACNG/WARNING TAPE OVER ALL PIPES. 2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE 6- TO Expansion Joint Detail FITTING 2.HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINNUM CLEAR 3. FOR HOPE PIPE.DIMENSION IS 24 INCHES. SNEWALK PASSAGE WDTH OF 3 FEET AT HYDRANT. 3,CONCRETE SHALL BE 3000 PS-TYPE L Hydrant Construction a/- Utility Trench a/0s Concrete Thrust Block _ Monolithic Concrete Curb(MCC)&Sidewalk /I, Bituminous Curb(BC) H°' Red b 0 ,o/m 6/oa N.T.S. sowce N0 LD_150 N.T.S. a-Via 10_300 N.T.S. Savcc VH8 Lo_zeo N.T.S. So-Nrw:VHB W421 N.T.S. Sow<c V16 10_406 Dee'gnW by Drasn SY fJ,reke C.mwm by Ayprvred by N.T.S °a1 August' Pr.).t me Off Volpe Athletic Cent TRUNCATED i •;�J P I Expansion DOLES 1 Turnpike Street 7RONCAlEO DOMES i � \ 315 Turn P E \ North Andover,Massachusetts If •,T;,,6. a as; �^ Local Permitting ,1^''•• •''• Y.'UP '{` •�-''• SEE NOTME AX.9. 7� •'' . -� `•Q• Y4'UP NAX g SEE NOTE 9. o- AREA OF COLORED SURFACE o Not Approved for Construction AREA OF COLORED SURFACE Construction tee+ 0 0 0 ) °ti. 0 0 0 ,z6 1 or°xeI To. ,t�• ` -co 1Ya-BITUMINOUS TOP COURSE CURB VARIES GRADE \ A te- -0 \ 0 0 0 -�• � � Site Detail 1 BITUMINOUS BINDER COURSE 7RUNCATFDDOMPS TRUNCATEODOMES 1.5%(MAX) TRIIINwls DOAtF5 TRTo CENTER REVEAL 1.0% MINJ (Plan 1'kW) (Profile) •GMEP9CNNSNARE MITER TO MITER) •gLLEN5KYN5 ARE CENTER TO 6NTFR •�a°°S °p°oe •:4• 12"COMPACTED GRAVEL ,00h °�om°�S°° Notes• Notes: ° o o O o °o mop °yD o PA IVEMENT °ego 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SEES SHAD.BE 1.5(I%INN.). 1.THE MAXQUM ALLOWABLE SLTEWAK AND CURB RAID CROSS SLOPES SMALL BE 1.5 0%MIN.). �� BITUMINOUS CONCRETE PAVEMENT 2.THE MAXIMUM ALLOWABLE SLOPE O ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5X 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS STALL BE 5X tY(SURFACE COURSE 3.THE UMMAUM ALLOWABLE SLOE OF ACCESSIBLE ROUTE AT CURB PrMPS SHALL BE 7.5% 3.THE MAXIMUM ALLOWABLE SLOPE O'ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5x 1Y."BINDER COURSE COMPACTED SUBGRADE - g-COMPACTED GRAVEL 4.A LR`MUM O 3 FEET CLEAR SHALL BE MAINTAINED AT ANY T%1R NENNT OBSTACLE IN 4.A MINMUId O 3 FEET CLEAR STALL BE MASnNLI)AT ANY m S ANENT ETC.). OBSTACLE IN (IPA"MAX STONE SIZE) ACCESSIBLE ROUTE Q.E.,HYDRANTS,UTILITY POLES,TREE WELLS,NGIS,ETC.). ACCESSIBLE ROUTE QE.,HYDRANTS,UTILITY POLES,TREE X'E1.L5,SKXIS ETC.). DI0 5.CURB TREATMENT VARIES SEE PLANS FOR CURB TYPE S CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE �H.,!isl9Q{ COMPACTED SUBGRADE 6.RAMP.CURB.AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREYEIn FORCING 6.RAMP.CURB,AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT FORCING. yr`•' )}WOE kyS,Tr 7.TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 7.SEE TYPICAL SDEWALK SECTION FOR RAW CONSTRUCTION. e.WHERE ACCESSDLE ROUTES PRE LESS THAN 5'IN WxDTH(EXCLUDIG WILING)A 5'z 5 8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN VADTH(EXCUID IG CURBING)A V x 5' j�OnSTOP'.1FR M.�, Nete: PASSING AREA SHALL BE PROVIDED AT INTERVALS HOT TO EXCEED 20D FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO E%CEED 200 FEET. 1a ID'yETI, PAVEMENT�CTOYS ME SUBJECT TO CHANGE ANO WILL BE 9.ELIMINATE CURM40 AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VEF TCAL CURBING IS 9.FLUSH ELIMINATE CURBING AT RAMP(OTHER THAN VERTICAL CURBING,WHICH STALL BE SIT C FLUSH WHERE IT ABUTS ROADWAY. ib•10Ti0 cWfll I SEeel INDICATE)G4 THE DRAWINGS TO BE SET FLUSH. ) BASED ON THE RESULTS OF FURTHER CEOTEGe11CA INVESTIGATIONS •n rc,cnraR,F WARN6 CHMI CONTRAST VISUALLY PATH ADJONeNO SURFACES IO.DEIECTABLE WARNINGS SHALL CONTRAST VISUALLY WTH ADJOINING SURFACES. IdAYfALD LD 11625.00 CAD LD PLANSET\11625.00-DT -' 1—^�^-- i-�(� 1—"(�lam— o I I I I I CURBUNE 4' ;. f 0 Ma • ACCESS AISLE CATCH BASIN GOT a 4"BLUE 11tNES SEE DETAIL 1K" 7Ji" 4•WOOD STAKE 1'REBAR FpR ? n'^ �bs SpN 24'OI CENTER j OR APPROVED EQUAL SLTSACK BAG RENOVAL N'r 64 4 RV +ca brry4.trA'iQ Q. SILT FENCE .P 4 .. _ •�ti Yanasse Hangen Brustltt MAX.SLOPE 1.5% Pfau view g q• - Transportation 7 Land Development o 50. - Environmental Services RESISTAND �,TjpyI Plan View ENT PAINT WORK �� IV"' 3•Q' •,(., ]OI Walnut Street,P.O.Box 9151 < AREA CATCH RASED GRATE F »x - •' Watertown,Massachusetts 02471 II FABRIO VWNTABLE BERM WRBUNE (� FABRI 617.924:1770 FAX 617.924.2286 p• FLOW diy II PROTECTED SILTSACK. t+h"CRUSHED STONE Er MNN. 11'NA•{Yj19{B U AREA Cross4¢etlon e'ADJACENT p; TO VAN-ACCESSaLE 8'(TYP.) 4'(lYP.) TOP OF III N SPACES Detail 3'WIDTH WHITE GROUND III Notes: ACCESSIBLE PARKING ANSION RESTRAINT - I.ENTRANCE BUTN SHALL BE A TWENTY-FIVE FULL (25)FOOT 4"FA48LDMEN MERE" BUT HOT LESS THAN THE FULL NIDTN AT PO:NIS MINNU Il Section View WHERE INGRESS OR EGRESS OCCURS NO.: III PLACE a Note£. T.Mfl_1£ITCH(12")ONES SHALL BE APPLIED IN ONE ALONG 4R OF UA RIC 2 THE ENTRANCE ALL BEM R FLOWBI IN A CONDITION WHICH II 1'(MIN.) SHALL PREVENT TRACKING IS FLOWING OF SE PERIODIC TO STAPLE PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERI�C TOP 1.ALL DIMENSIONS TO EDGES OF 4'PAVEMENT STR(PINO APPLICATION NO COMBINATION OF LINES(TWO-6 FROM PROTECTED AREA III - Notes: DRESSING PATH ADDITIONAL STONE AS CONDITIONS DEMAND INCH LINES)WILL BE ACCEPTED. BACKFIILL AND COMPACT a II 1. INSTALL S'LTSACK IN ALL CATCH BARNS WHERE INDICATED ON AND REPAIR OR CtFANWT OF ANY MEASURES USED A 2.ALL STRIPING SHALL BE 4'WIDE SOLID%HIE PAVEMENT IL CROSS WALK SDESLOPE SNAIL NOT EXCEED 1.511 THE PLAN BEFORE COMMENCING MURK OR W PArD AREAS TRAP SEORAEHT. ALL SEDIMENT SPIRED,DROPPED,WARNED MARKINGS UNLESS OTHERWISE NOTED. � A AFTER UNDER COURSE IS PLACED AND HAY BALES HAVE BEEN OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED. REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. STAPLE PERIWIG It 3. AND MAWIENANCE SMALL 8E J.B'STALL WD1H REFERS TO e'CLEAR BETWEEN INSIDE 2'CRATE TO BE PLACED OVER SaTSAO(. PROVIDED AS NEEDED. - EDGES OF PAVEMENT MARKINGS. NYood Stake 3. SRTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL o 4.ALL$OAFS THROUGHOUT THE ACCESSIBLE PARKING Joint Detail STORM EVENTS AND CLEANING W REPLACEMENT SHALL BE 3.STABUZEO CONSTRUCTION EXIT SHALL BE REMOVED PRIOR AND SLOE AREAS SHALL NOT EXCEED ACCESSIBLE PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM TO FINAL FINISH MATERIALS BEING INSTALLED. AREAS HAVE BEEN PERMANENTLY STABUZED < Accessible Parking Space DD Crosswalk 6ioa Silt Fence Barrier 6X06 Siltsack Sediment Trap 6io6 Stabilized Construction Exit 6/06 N.T.B. Sauce yHe W552 N.T.S. sorer.NIB LD_5 N.T.S. soots Vg1B lD_65o N.T.S. So I_YI® La_s74 N.T.S. sauce Vila ID_662 HARDWOOD STAKES Note,; OR DEADMAN TREE PIT 1. STAKING IS NOT REWIRED FOR TREES UNDER 3'CAMPER. RGOT BALL CAP STEEL PIPE POST CAP STEEL PIPE POST Alen Tftumc —��"SIGN q� TYPICAL SIGN NYLON TREE RE WEBBING 1' (LOOSELY TIED) PAINT TOP 6•OF STAKES ORANGE CAP ROCK SLOPE'AOES T OUCH ROOT OR REFLECTIVE REO TAPE 2)4'VIA STEEL POST 2Ji'DIA.STEEL POST FRESH '�'� 2'x2'.V HARDWOOD STAKE (PAINT COLOR SELECTED - (PAINT COLOR SELECTED (2 STAKES PER TREE) BY ARCF�TE(T) BY ARCHITECT) COVEEREITEMS OR LTRUI NOT (PUCE WIR6N 6"OF ROOT BALL) PLACED STOVE (2 IF MINIMUM UNTIE AND WT AWAY BURLAP TREE SHALL EM SET PLUMB, * }, SURFACE AREA) IF SYNTHETIC WRAP OF IROOT SED, AFTER SETTLEMENT 1 REMOVE COMPLETELY. TRUNK FLARE SHALL BE ROL.LAND i I (SEE DETAIL) LOAM AND - COMPLETELY EXPOSED.SET SLOPE TO FOOD SAUCER. FI ABOVE THE ESTABISHED i SEED 3'MUL CIRCLE FINISHED OR FILTER FABRIC PLANT BACKFIL MIXTURE. FINISH GRADE 6• 3•BARK MULCH. SURFACE TREATMENT VARIES LANDSCAPED AREA COAfPACTED)SUBGRADE DO NOT PLACE UTAGH 2"CRUSHED STONE BEDDING o WITHIN 3'OF TRUNK 3• SLOPE 1DGH SAUCER SIT ROOT BALL ON PLANT BACKFlLL MIXTURE EXISTING UNDISTURBED SOL A HOLE-THREE RUES ROOTBALL DIAMETER OR ON COMPACTED SUBGRADE N� 16'OR 12'CIA, KITH SLOPED SIDES lknW AAT CVi AWAY OIRUP CONCRETE SUPPORT 3-0 IRON 1/3 N); OF R00T BALL(V IF SYNTHETIC MW IS USED, Notes: REMOVE COMPLETELY a Male: IT p00T BALL ON EXISTING a THIS DMENSION SHALL BE A MINIMUM OF 5'AND A 1. LOOSEN ROOTS AT THE WTFR UNDISTURBED SOIL ON ON MAXIMUM O'8'FOR ACCESSIBLE SIGN DE IN THE M THIS DIMENSION SHALL BE A MINIMUM OF 5'AND A SLOPE TO BE FOUNDED OU UNDISTURBED MATEflIAL EDGE ROOTBALL OF COMPACTED SUBGRADE COMMONWEALTH OF MASSACHUSETTS. MAXIMUM OF 8'FOR ACCESSIBLE SIGNAGE IN THE OR GRAVEL AND COMPACTED CONSISTENT WITH CONTAINER GROWN SHRUBS HOE-THREE TIMES ROOIBALL DIAMETER COMVONWEALTH OF MASSACHUSETTS. GEOTECHNICAL ENGINEERS RECOMMENOARONS. N11H$ODED SIDES Bollard Mounted Sign 6iae Sign Post-Type'A, 6ioa Placed Stone Slope 4io3 Shrub Planting 6io6 Tree Planting(For Trees Under 4"Caliper) 1/10 o«+yrce by aa.a by a,ecxw N.T.S. Sares 1518 203 N.T.S. Savae YfiB Lo_201 N.T.S. Sava:1HB LD_T60 N.T.S. Saace:YM1M LD_600 N.T.S. sacs:VHe LD_602 ' CAD AeckM by ApproxE by °N.T.S Dale August 5, ProPcl R¢e HARDWOOD STAKES Volpe Athletic/ OR DEADMAN(TYP.) Notes: DRIP LINE V Athletic Cents; / TREE PIT 1. STAKING IS NOT REQUIRED FOR Expansion TREES UNDER 10'HIGH. TREE TRUNK ROOT BALL 2.PANT TOP OF STAKES ORANGE GUY WRE OR REFLECTIVE RED TAPE 315 Turnpike Street TRUNK Pien . North Andover,Massachusetts — Hwe6+a Local Permitting Plan RYLON TREE PE WEBBING (LOOSELY RED) a-o' Not Approved for Construction 1'xl"x5" ORANGE PLASnC TRUNK FLARE SHALL BE SET 2" RAX.O.C. POST(TYPJ NEB FENCE(TYP.) Dra n Rue ABOVE THE ESTABLISHED FlPeSHED GRADE Site Detail 2 3• RK BA MULCH,DO NOT PLACE MULCH VATHW 3.OF TRUNK _ 444+HA+H4 11111111 •I 2'X2'HARDWOOD STAKE OR DEADMAN (2 STAKES PER TREE) TIGHTEN AS SHOWN SLOE TO FORM 3"HON SAUCER. PLANT BACKFLL MIXTURE. Elevation (13 ACED ES(TYP.)EQUALLY UNTIE AND CUT AWAY BURLAP yF' DF Atfs,, FRED OF ROOT 11(MW); IF M WRAP 1 IS USED, g " REMOVE OVE SYNTHETIC COMPLETELY 3 dtVSTCPHA M'fir$` Notei: 10 ID41TT ST R00T BALL O+ Lf2 HOE-THREE RUES ROOTBALL DIAMETER E)1SNNG UNDISTURBED SOIL No gD72D SAeol OR ON COMPACTED SIBMADE i.INSTALL TREE F PROTECTION ES TO AT THE W1H SLOPED SIBS ORiP LINE OF EXISTING TREES 70 flEMAH. G6TLAL,# \\NiB\PROJ\WAT-LD\11625 00\CAD\LD\PLANSET\i1625.00-LA Tree Protection landscape Notes 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY I. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE TREE DRIPLINE ON THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE PRIOR TO START OF CONSTRUCTION. ARCHITECT PRIOR TO INSTALLATION. . - PLANT SCHEDULE 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE 2. CONTRACTOR SHALL VERIFY LOCATIONS Of ALL BELOW GRADE AND PROTECTION AREA.CONTRACTOR SHALL NOT STORE VEHICLES OR ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF N DECIDUOUS TREES QN BOTANICAL NAME COMMON NAME 512E - MATERIALS,OR DISPOSE Or ANY WASTE MATERIALS. WITHIN THE CONFLICTS. YanaSSe Hangers B9't[St11n AR 3 Acer minim'October Glory'TM 'October Glory'Maple 2 I/2-3'CAL. TREE PROTECTION AREA. PC 8 Pyres cakryana'AnStocrat'TM AnStocrat Flowenng Pear 2 I/2-3'CAL. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND Z5 8 Zelkova serrata'Green Vase' 5auleaf Zelkova 2 112-3'CAL. 3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL BE CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. Transportation REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTORS EXPENSE, CONTRACTOR SHALL NOTIFY OWNEP55 REPRESENTATIVE Of ANY Land Development a FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE. CONFLICT. Environmental Services CK - 3 Cornus knew Kousa Dogwood 18-12'HT. Plant Maintenance Notes 4. A 3ANCH DEEP MULCH PER SPECIFICATION SHALL Be INSTALLED 101 Walnut street,P.O.Box 9151 SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE UNDER ALL TREES AND SHRUBS,AND IN ALL PLANTING BEDS,UNLE55 IG 31 Ilex glabra;5hamrock' Shamrock Inkbe,y 18-24'HT. I. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE OTHERWISE INDICATED ON THE PLANS,OR A5 DIRECTED BY OWNERS Watertown,Massachusetts 02471 RC 22 Rhododendron azalea'Cunningham's Blush' Rhododendron Cunnmgham's Blush 18-244 5PD LAWNS AND PLANTINGS. NO IRRIGATION 15 PROPOSED FOR THIS SITE. REPRESENTATIVE. 617.924.1770 FAX 617.924.2286 ANNUALWERENNIALS QTY BOTANICAL NAME - COMMON NAME SIZE THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW a LAWNS AND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE 5. ALL TREES SHALL BE BALLED AND BURIAPPED,UNLESS OTHERWISE H5 31 Hemerocalhs x'Stella de Oro' Stella de Oro Daylily #I POT PERIOD. NOTED IN THE DRAWINGS OR SPECIFICATION,OR APPROVED BY THE - OWNEK5 REPRESENTATIVE. K GRASSES QTY BOTANICAL NAME COMMON NAME 512E 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR,AND o PAN - 87 Penns-Wnt alopecuroldes'Hameln' Hameln Dwarf Fountain Grass 2 gal EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. G. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY - WATER SHALL BE PROVIDED BY THE CONTRACTOR. - SHOWN ON THE PLAN.TH15 NUMBER SHALL TAKE PRECEDENCE IN a CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON,WHEN PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY WETLAND BUPPER PLANT SCHEDULE NATURAL RAINFALL.15 BELOW ONE INCH PER WEEK. DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. SHRUBS QTY BOTANICAL NAME COMMON NAME 512E 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY CK 50 CORNUS PACEM05A Gray Dogwood 3-W HT. SATURATE THE 501L IN THE ROOT ZONE OF EACH PLANT. 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNERS g GRASSES CITY BOTANICAL NAME COMMON NAME 51ZE 5. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF REPRESENTATIVE. New England ConservahonAMildlde Mu- THE ONE YEAR GUARANTEE PERIOD.CONTRACTOR SHALL TURN OVER MAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THAT TIME. 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE'AMERICAN STANDARDS POP NURSERY STOCK'BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR r FOLLOWING DATE OF FINAL ACCEPTANCE. I ' 10. AREAS DESIGNATED'LOAM 4 SEED'SHALL RECEIVE MINIMUM L OF m 1477-f 10 END 1 i \ ' LOAM AND WITH PD SEED MIX.LAWNS FABRIC. 2: SLOPE SHALL BE A\ iQ4JS - PROTECTED WITH EROSION CONTROL FABRIC. _ICE ST AGE AREA-� WF2-1W -.-J ' - APPROXIMATE LOCATION OF TOP OF - WV2-101 DIT6NJ\ I I. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT A WF2_gg - �Y,42=108 WF2-10�-----'----- Ana--___-.. DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS ` ` A� o DIRECTED BY OWNERS REPRESENTATIVE. 4n SITU INW w ,' naxa' 4 VIZ-TO '- -✓;"' NPZ70 WF,a� u 1 1-107 , S4ikz.5' f PA MEAT -- - _ -1�--"�15T03---�V}2-1a 4 l r25" \ 12. THIS PLAN 15 INTENDED FOR PLANTING PURPOSES.REFER TO SITE/ 244_/ ------244_.% �' __ l 2-110 WFt-108 i �_ < BI T.WALK '.\ CIVIL DRAWINGS fORALL OTHER SITE CONSTRUCTION INFORMATION. BOL rz42. --y_ I' SOL_- FFE-2;5.31' °295,_ 50 CR �. - -- BIT.VlALK :z44.u' BIT.WALK 114.25' J PAD -2N` '---' GRASS .244.7 / 4-BOLLARDS FFE=245.19 __ - �OtLG.1Y/ i ._--- 1 r . ', •FEE=245.21 FE=245.22 25 AIL 1 A1 FFE-24.20' CONCRETE PAD •' :14i, 1r2�1L ar WITH CONDENSER FFE=245.34' � '• WF2-}}�_ \ "FE=245.24 / _ *2-114 FE=245.21' r2+1.65' r 1 t + y N a1 '� s•.,w ° 1 / _ 'a dal I ,`, WOO, '' N a GLAND CONSERVATIO LDUFE MIX -ICE FFE=245.25' toa'az 100,82 4F- } Tn�I EXISTING VOLPE ATHLETIC COMPLEX \ q �\� , � I ,tfi < 1 WF2- ' _ VOLPE CENTER 1<as' \ -7 \ 2 PC x2411' E=245.19' 92,395 GSF FFE=245.25" FE=245.32 1 14575 2 STORIES �� _4 3' a2 L I WOODS D FIFE=245.2 FFE=245.38 \l ' 11 i A ^ 7r tti.BEE- 4-811ULIWOUS „ 4, TFNJJIS COURTS FE=245.31' \ 1 1 '�` FE=248. I I i asy„m ny a".n ey rnKxm, FFE=245.29' EN FFE=245.28' 86' f NP2-117 FFE7 27'i _ 3 w ,� V1 can m.am ey ApprmE ey / \ FE-245.22' RASS ' F=24.2 o°I° August S,S WALK- 1 30"TREE i' 1VANQ `i5'0�'+TAT(DICAP , i rmlKr nu. / - 5 IG $ Y L 14517 BIT.WALK i �R�/ .a r l�7AT g\ ° __244,,'TREE• 12 TREE ACCESS RAMP GRASS,1457 1' I ,�' entei ---' nar------ - `+` gtT.-41AT'Y.'" - - _ MONRk! 113 - 2 PC / "m♦• 1 ,` ,. - `?93^ _ OSCAPED i' U T'1 29� I Volpe Voll'pe Athletic y��NGR�T� BRA , d BB r I , �„B Expansion / m 1 _ ,14.1- HEADWILC 4'AP1 - _ _ ,i= 2�- -_ ti ---------------- / 17 PAH 'FREE `�,,,r'243- -� _i I HANORAIL ?t GRASS - - GRASS ,_2at'"--- ?- P TEGTr�EXISTiNG TREES 4 5H (r z �Rl�'-4LAP as ORA55 ,zain' I z / F r \. 121 ' r ,tB�mEE `<• a tRE D . � ,' Ifl"TREE �� I� I } i � , uu r 315 Turnpike Street 240.5' ``+ , `, TR E o , i o th. E r is.18 TR f :. B7REE z'T EE PROPOSED-4- \�4 <� - �y�y - YJ E $ i a \ North Andover,Massacltusetts s__, 4 ZS 1 V,YIOOED l.m•e Iv N 24'TREE,. y' z t'TR E = 1` 15"TREE o ='14 1 Local Permittin PII °--15•PINE i,i -_ YGC FLUSH i , \ ' ' I �:F E -ENTER EXPA14 ° > ,o, TMNSP NTED T 15. m ; 14388' g \ tai, \`\,, •' \ 241.15.` ( m a.3 1V;9 15'LR F. {5"IREE , 3 % r PLE` 4+' �, - ; WALk�!; t RAGS IL 2u • 20 E^20'TREE fi,� w IRCH• 1-TREE /I 5239.6' �� 9 E. 3' 1 6•B.. ,� 1 lg'TREE :�� f' it _ _ 'T` 'S 245. GRASS 7'. ' WF2-119 m ` t 4"PIN -•-. ip 7 T __ « '--------- pP Eop-z4a Not Approved for Construction 29 IH5 ` \ 2 TR ,. 30:TR 8•TR 18° EE' 1=237 5 �E N °It ,•, 2q3 B� '' ' EOP. �24�5' t421o's 4 Planting 1 ( RE 1. 3p 1REE t)� --- 11l° 14215 51RC --- .. ---- • GR, ,�• BD;_ t'ng P an 9 , _ 1G 6 PAN _ _ _ ------ -- --- --------- - _ _ _ D 20'iREE C - ---- -- GRASS--'- -2a _ -- -- 2� ' B g DC � 242 BOL. BC - _ 491 ti5 BC EOP 241 IO°T - -- ' 3 PAH azt so' PAH ` ^-"1+1 - r _ W9a 17 PAH 3 A m - yg" BC B 12 ftAT1 7 IG ��'' 5 RC 7 HS - - 81TUMINOUS PAVEMENT _ ` _ ---GRASS --- / C` 241.49' 241--------- -- ---- i Dra.'n9 Nw 1 2247 fi' , ROTECT EXISTING TREES �,p,HS - 1,AFAH 8 HS - BC E• - 1n.zs" E9 4 w` ETYyJ lO°IRE __ 1 241.16'. �_�° _ - ,. ':7 IG 2 10 TREE 1O EE•. i 1 1541.16' _BB _ e 1REE 4 25 BC 40•_ P �`\ cyer �,o`oSpCHLISp? BOL B � AJNAGE DITCH U - -- ------ --- -------------- - ------------ _ _ 12 AK �P� DRAINAGE TO WALK - SBEI ---- - PLANT R LO * r p AN E .TREE _ 12'LIR PARALLEL -- W�SIGN CATCHERS _ 30 � 0 li 30 60 Z H see, 80Le _ .",mo1F^ 12"PIN ----- =WI^AREA 7 �MLEI� (PUBLIC - 110' WIDE) (ROUTE 125 - s 1 ROUTE 114 s 4s 02"1s'E ) Tr TD r TPl 641.96' [ V1�1V MFl-1Qa • ZiySS ° Vanasse Hangen Brus coo S J62>' S Transportation 00,�f d fS Land Development - L111-112 - - - ?,, Environmental Services 101 Walnut Street,P.O.Box 9151 103 Watertown,Massacbusetts 02471-91 WF1-HO END 44 > n� 24441'. xoo?44 8°+auARK W - 617 9241770•FAX 617 924 2286 / sPaE sEr I Foor w 1 4 E�IFlA�REOf= 66,3 xFZ-98 I i\ wFt-I05 ` CE Si AREA-- /.� } [24153'3'HCAE Y� `4d�\ wFl 106 NFL-1°] �L� '- - @52-101 W2 100 rRANSFiIMf PAD U'ix966-� y [240.1 6'PYC wiNAEU C�g9p FA a } j S ti uPnyss-.3 ./LASERS i=u9.i s•P 113.6' G0.?gOggq RFt 708 1 'i 1"2419' I 762-99 gR �/ 3@' AT2-102 �" YF2-O6 I =24.20.' -��PROAHfAiE �• (Nor FOUND). --- �''-'��'of wra 1 :241.6• ~ - - Legend IEac.w _ 144.74 P !� - PnS��E - R=241.07 ,- n &L wAIK SIIDPE�. X24`.6' MFx-103 �• �� I 2N4 1 f J `� oRass .244.] PAD =z4&3T BIT wwc � j ® DRAIN MANHOLE .241.66'' a `1 2-14 R ;m Pw E=2/i q OSPAD 1' wF2-110 ® CATCH BASIN W R=241.06' 'DENSER \ ry R=241.10" ` i 1` 19• (N07 Fg1193).,pE=24 25! YMT J. ® ELECTRIC MANHOLE a o, i ` •u•TREE '>24524' =24 1 'kA,F� /� =za.s" 09 TELEPHONE MANHOL X201•4• =24&21" 1 `O .•:�. O MANHOLE ' r 2 Az• {{ ti \ i FF=2, X2 HHo HANDHOLE 466,069 S.F. V2-nt 0 WATER GATE 1"l Iz;T1TEE 1 / �) (10.699 ACRES) ` \ , O FIRE HYDRANT. ] aFZ-112 z0. a e'RIN, i N FE= `` 1 FOOmAn ¢a1r wF2-733 O GAS GATE `{ z1&2s ,!;'�___ �` STREET SIGN w --241------ - `J- 'za'Peg 20.,I1" 1 �:: - 193-I 0.65 w t rokE --_�_-�. # LIGHT POLE tDa'BZ ; X24165 � wF2-n0. SJ UTILITY POLE 2427Y. F GUY WARE A. 1 .2425' {� Cf GUY POLE VOLPE ATHLETIC COMPLEX 2 �, wocom II =24&15• 4FFE=3v 8' FIRST FLOOR WELL j f / AF2-115 w MONITORING HELL -R=23496' R=z4aoo' I 10'TREE`I 1S"iREE =2/&19' '�`\`\\5{y� r f Ay, c� EDGE OF PAVEMENT (mAP) , WA 236.4" ) I°;TREE I 1 RuNOnu ao�iaa=2324 1. 410"rRFt J R=2411, I9ITTNEi ®VAtAr `1A 1, \Tx CONCRETE.CURB 3 r' I 2 I VERTICAL GRANITE z36I IYmPfz.CyP 0 -4osr 1 iSTREE,+ i /4&11 -'.9 p�D �� \ 3 i SLOPED GRANITE El .. 1=23366'01' IYCPP r �„L(Y ; _ _ 1 j tiF2-116 3 MM,, + 3 BITUMINOUS BERM 7=2359'12'LPPQ39.71'.. - N 1"&39 , FlE>24i25 fE=24i s243.3' 1 1=235712 aLP ze 1 E w,ufl 1 i =Is 1� / I I N WARD RAIL �aTroV FFE=z0.&38 1 v 1.1 -_-• x-CHAIN LINK FENCE DRAINAGE Y" 8'PYC- 1TPVC FFE=24&29' flRE A+ARiI % • 435', I I 1 SEWER UNE NE 8'PVC FFE=245 T FTE°295.2a FFE=245.J5� OOF' 1 1 .�L117B - µMpCa v1 _ 1/ j R arx OVERHEAD WARE erT.-WAnc--2 -- _ 4117 >. ) _ ueaau a'Y� z46.1is• l 1 101 TrN.wscamTS E UNDERGROUND ELE a m , ''• �'g 1a�IRFE 1` \J-7 _ 1 24.21"-Y _ BIT.w � �c ---- } 1.243.0.' j r-TELEPHONE LINE 42--- Q44.7a' #�1aTaEES Ro+af So•TREE ,------ -za4•� ® f I -G GAS LINE -'2 tI=240.1" >T 2r,A zaa Ildl Tm) • ryul• 1 J, 4 P C HEADWALL- truss. AnN NP --24a-HEUEE• A QVAP X2417 -W-WATER LINE 111REE -04F--__ tY7gEE 193.0• \A7A Yh3-Ii7 I ~ `'1 12'TNEE18• (xor FOL9tl1)� _�244'HANDRAi ?y-` ° _ RAW - I o0000000o STONEWALL F � WD pE 4 _W 95GPFo- - "243'--_--'+ _ \ CE LAN_ ND'TREE R 240./1' X240. 40'S• IYB9t�t`A`\ A'l ' _ I f tl2ASS 417 f _ i i �"�\`1-•^r TREEUNE _ Q41A5' V1/•V.I i i =1211r YL L 1 `�24'rREE ® !N' _ t O 0.B ��1 k' ' --� -IWLZ dal -SSS9 \ ., . 14k'1RE o ,au51' mass 100-FT DUFFER ZO s r ��:oI 1B� 5.E j<,O I \ ) EEEC NU ip4 a E. i+ q o "R E. � 1�1 i ry -IDO U-100-FT R VERFRONI a=z3saz' - • \ 1o•ena. 15;TREE% 1 i 33.E 1s'NE _ �`' TE ww- 11TRIE `Zu. -43J1' 3 I b zoDRA-.200-FT RIVERFRCN' ,239.9' / OT - TcGZrLDSrq .) - •�rg_TREE 11. i 1",771-11e ..-WAIT MEAN ANNUAL 2y, r ,< r •-LIMIT OF BANK I I OOT7DI1=230.9' X239.50' \ 41.7 /. I8 - 3"Al E Ol ISIREE i+ 1 91,4' �-� 379.56'- M X2314 + \ 1z•,TREE I Ie�ITNE, !� / 81T.WALK 24293. _ Nza:TREEI 'g`' / K4{2 3 APPLE` X211.6' 1 N 4T` Eo^ eonw=230.3 5'ReE� 1'z'mEE w•TREE Bc 3 R zal 11 R€ { 1 2. X24 I �B -100 42'3g•W OU=23O7 • 1e'TREE / ry�4�TREE 1siREE m�I 6• ' p I a239.18"P4c 1� _ 247 1"r 1 X2aI.7 VEGETATED WETLAN &. G9ast X2 �• \\. `�` al / I �z tREE fv l ti ISLAND .�1_a'1�u� 2w � WOODED 'b• ! 20-TREE .239.7 , ,Y I .2'MPIF - __-242- I iT\ -415' 1A 30•PIK w I d'p n ? `'-239 6' • \ ge'TREE GRA55 m139.8'x 1 30•�EF �` R-241.81 BCA�` / •: CRASS 24275x N _ \ ` 70. / _ �4T .LINE 18�TRE.- WATER=2347 8'PIG _ - 727.94 \ G YAUC - - X2424 - \` Aft-119 aew \4� / _ E j - _ �I wwc Eu '�� � N 50'08"44"W S Em cc .2427 � \A 6 1 b \ / BC p� M .24215'&.2 x24230 3 M x24245 .. R-23].65•. A4 �.. 'V `S `4 IEY23? NF2-12°END 12J26'B'PlC F y •6 J ,2/L5p• x m z4g-� 5h 2421tlr I=21"21 8'P1'C `•-•'/ `ETW �EOP BC 8C 1=2356'8'PFC .6 iW BE -- -_- # # -- ------'-eC----242 1 232.{'12 RCP # BC 0• IO'iREE• 10' aIUUS PAYEYFIIT - -_ UFin14-� -_______-_ as SES-NO PARKING -' -- �-'24r - ---242--- E 2124'12'RCP _I CAB;l0.r -------- _ _ Z42 . t-2J2Y 1NRCP \h Tv q 6'IREE 1 ®.WALK 41. 6'x -41.21 241.48. GRASS GRASS------ --- _ _ -_241 / \T IO f (\ -vn TT_� 88 a -11.6___ 241---'' 340 eR PIV _ --_ BM BOL 1'i CV_ ___ _----------------- --241-______ R-27917 7Ej ] /�,sFyT��,' R-2P.84' R-11828' ,_I2•NAFLE (GRATE BRIXtE1J) 12'PNE -`�` ITOAI( '12'II�NES 3JDRAVIAGE DITCH LL1L1/Y /l�i/,svy i--------- I-231.2'6'lDP CDIl4 P I=2351'8•CPP I=23818'CPP_- `�.� l• PAF/11FL TO w/EK �` ------ 1=233.7 8'cPP .jrJS uETERS Ls4 1=234.8.8'CPP 1-2351 brCPP - . 2-TREE �LO,rREE "* U0. __ nAr1uR __ fir.w \fit I-233.71PYL Q { { / \ --- _ No. Rmislon 1=233.7'15'CPP `��;. , _y --- B�y)} CIO' PAD i _ 6077G1=719.5' • /TRANS �� _ - CATCHERS����------------ - �_\ Des!MM Cy Dro.n by lTe PoeF sPOUr(T») `z4•oAx zo•PU - - i scaTE eoann- AREA ---_ -- 11 1` -- I IQ p D { 1 CAD ch,rkaE by Approved by KH---------`I rITwER a z3aJ5 ' see 1,�0, °ate Juae: --_-__ S `.� o FOUL PCIE E►-�y 1=234.4'1P\C\ ; P.),A n0e R1=23I T 8'PLC 1 `` \ 8'PYC wy i + 1=231.7 \ _ -- Volpe Athletic Coy �{ 1=234.7 R P\C q- - I I - . D r Pa;l Merimack Co11eg( 24E T TREES �1=2317 10PVC HH Y 1 R=234.95'---* 62 North Andover,Massachu 06SEL SQUARE SET- 1=227.7 8'PVC BEIiQdARi i SPKE SET 1 FOOT UP '11 i' _ O F D BENCHMARK BENCHMARK I TRUUK OF W TREE IP'S CONCRETE BASE ElEYAn04=244.21 1 I blued{0.r ELEVATION=23884' j I I I / � I 1 General Notes 0.14 STANDS 7)THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED.UPON AN ACTUAL FIELD 6)THE SITE LIES ENTIRELY WITHIN THE RESIDENTIAL 3 DISTRICT(0)AS SHOWN ON General Notes � 1 Existing Condition SURVEY CONDUCTED BY VANASSE HANGEN BRUSTLIN, INC.IN MAY 2011 AND THE'ZONING DISTRICT MAP OF NORTH ANDOVER,MASSACHUSETTS,"DATED AUGUST MERRIMACK COLLEGE FROM PLANS AND DEEDS OF RECORD. 2010. DIMENSIONAL REQUIREMENTS FOR AN R3 DISTRICT AT THE TIME OF THIS VOLPE CENTER 7 SURVEY ARE: MAP 25-BLOCK 67-LOT 0 Plan of Land 2)THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL ON- CERTIFICATE;#3281 - THE-GROUND INSTRUMENT SURVEY PERFORMED BY VANASSE HANGEN BRUSTUN,INC. MINIMUM LOT AREA 25,000 S.F. LCC PLAN#18975-5 IN MAY 2011. MINIMUM FRONTAGE 125 FEET MINIMUM FRONT YARD SETBACK 30 FEET 3)THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE MINIMUM SIDE YARD SETBACK 20 FEET BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD. THEY ARE NOT MINIMUM REAR YARD SETBACK 30 FEET WARRANTED TO BE EXACTLY LOCATED NOR iS IT WARRANTED THAT ALL UNDERGROUND MAXIMUM BUILDING HEIGHT 35 FEET. uoa UDUTIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN. - ,�H OF A%, 4)HORIZONTAL DATUM IS BASED ON MASS GRID SYSTEM,-NAD 1983. 7)THE WETLANDS.SHOWN ON THIS PLAN WERE FLAGGED BY VHB INFS ENVIRONMENTAL 40 0 40 80 s4yN DEPARTMENT IN MAY 2011. RUSSELL m ELEVATIONS SHOWN ON THIS PLAN REFER TO THE NGVD OF 1988. SCALE IN FEET 3 eons Al nor 11731 m HUMPT P1 rvA73rTUC ear I IIZTrn w A n AMMIZr nIPFY`nnm wTu Tur F _ �1 `a v i r I' 'r--- •, -.: ---_ -:__.,_ --'._:_ - '�-- _;-- —°:_ f --Ji • ® li � I f7 II 1 Ili f i '� I IIII 1 D r r - I I I;iII � I I n II III I I: l II O i I I I I ' IIII i� I IH Foll i J I T_I I�I II L i J 1111 11 i � n[ O a clla — Fur ve pr-\ Iw aroRia ,d: b ..�.. e1�1 AYA�ur L-11L P11NaYER� 1' EocNERI Ilu toexER I toe�R t,�ee�n oEExE E 1_ YEN O O3 I REF. NE -i ..j '" C�RPUJOR 'CIt I i , _ i} ROgYST[MF CorzImOR O`�:• •,•' l R 3 Iw xroao 3 A3.1 I � I I I I I I Rev. e t Iw 131 3 111 1H 1H 1N I.ac,aR I I _J p I— u4a ( -�p L i coawooR ilt r 6UNACE 7 F rtJ I I I _ aroluo I IN- OF[10E c iN [ EIB 1'DEPRESSED SLAB TO Rovul 1.-i 0 6UPPlIEs PE(1i0�E � I O Ala I I 5 > 0 Eml f1 E r_ Q� < /t 44'-8'__ 55'-0• 28' 0' 11' 4' 64'-0" DN ', 5,•-i5/e• U - z 3 4 CJ 6 U 9 g J A3.2 P �I s a P I I 8 _ e r+•9- a®e oa�o e9 e w s w V Pv P1 ®ill INSULATED METAL PANEL CANOPY ROOF C3) (1 4� 1,0�21 TL(o)_RINK 1 /2" ENTRY CANOPY INSULATED iIASS NWALL INSULATED INSULATED METAL PANEL T.O.8� �i2� 113'-4" FIRST FLOOR LEVEL _/uol--0"--1? FIRST FLOOR LEVEL Gl�� 96 o ELEVATION MAIN ENTRY SCALE: 1/8" 1'-0" K-4) ELEVATION WEST SIDE T.O.ELEVATOR ROOF I INSULATED METAL PANEL CANOPY ROOF BEYOND .W 117' T ROOF EXISTING ARENA, —129F- EXISTIN R 126'-4°_* CANOPY ROOF INSULATED METAL PANEL F F-71 T OS +_1L1—3;-4�L_ L 1 j- T� 1 _T_T FOIR FIRST FLOOR EI I'I I,�T,�LOOR LEVEL 4'MASONRYBLOCK CANOPY ROOF INSULATED METAL PANEL T00-0" INSULATED GLASS CURTAIN WALL ELEVATION EAST SIDE SCALE: 1/8"=T-0" T.O.ELEVATOR ROOF — — — — — — — — — 134'-11 INSULATED METAL PANEL INSULATED METAL PANEL-----------------— INSULATED GLASS CURTAINWALL L 4IM041 �IR ST FLOOR LEVEL 100 GRADE 4 6-80• — 4MASUNRYBLOCK RAM!P FROM RESURFACING d ELEVATION SOUTHWEST SIDE �Z� SCALe. 3/32"=V-0" fill N e� is p i INSULATED METAL PANEL INSULATED METAL PANEL T.O_ELEVATOR F _ _ _ _ _ _ _ - _ 13q-11" 'F ] P CANOPY ROOF .ARCHITECTURAL SCREENING 4'MASONRY BLOCK .O.STL. ,� T 713_4a IT I i 1 11 l l i I FIRST FLOOR LEVEL _ �_ 11=.� l:.-Jj-:� ��I�i 1 -.I�_ a I = FIRST FLOOR LEVEL --- ---- P - — - 100,_Oa - , 00_O a GRADE - --- -� -� - - - - 96-0 ` INSULATED GLASS CU - - - - - - — - - - - - - GRAD_ 96'-0" Y 4`MASONRY BLOCK RTAIN WALL--J/ INSULATED METAL PANEL INSULATED GLASS CURTAIN WALL 4'MASONRY BLOCK 3 ELEVATION WESTSIDE SCALE: 3132"=1'-0" i ARCHITECTURAL SCREENING MECHANICAL AHU INSULATED METAL PANEL INSULATED METAL PANEL -_ _ T.O.ROOF @a EXISTING STAIR INSULATED GLASS CURTAINWALL 124' 1 f I 1 u ,y_T 0. -1' 113.4 CANOPY 1 I 1 FIRST FLOOR LEVE..L 1 FIRST FLOOR LEVEL - - ` I _ -11 D0�_0„ 1001-01 - �-96_Oa 4'MASONRY BLOCK INSULATED GLASS CURTAHAW I -- 4°MASONRY BLOCK ELEVATION SOUTHEAST SIDE CANOPY ROOF -J INSULATED GLASS CURTAIN WALL _ T.O.ST- L, d, I i i i 113'-4 Y i FIRST FLOOR LE�VEL__�� I _ 100'-0.. `r i —GM _ INSULATED METAL PANEL 4'MASONRY BLOCK a � ELEVATION EASTSIDE SCALE: 116"=1'-0" p i VHB PROD IVA T-LB 11625.00 CAD LD PLANSET 11625.00-SL 0 3 2 \ 0 4 A dd N =- Vanasse Hangen Brusl o = �� Transportaficn " Land Development Envimnmeand Services ¢' 101 Walnut Street,P.O.Box 9151 ` to to 10 to Watertown,Massachusetts 02471 617.924.1770•FAX 617.924.2286 °u =-- to to to to to 4 _ A o to to to to to B to to to QB to y -- o o to to to to to --- A to to to to to 0 to to to to to N - _ \b.+ do tw 6A to 40 bA \ is ht to to to to N - .a hs to to to to vp -- -- bA 11 11 1., i.i 1., i,t 11 1. t 1U b.l to to to to _" s 1a i5 1s is b 10 ; h . b1 ht to to to --- lA ;.e .. 1,a ;.a 1 la S.s is i 1.0 ba 1" t.° to to la ;.r to ; ;.s . ':.� is is .o \i. hl to to to �pG5 ho s +.e 1A 1s #o ;. 61 'A=' ;A .+ 1.0 B e.t4 tt, to to to t 11 is i.s is #.o #.z 4s 15 is i.s 11 i. i,e t1 ht to to to o o 11 1.B 1.4 1a #1 s #a is lA i5 .a h h. b.+ to to to �`f i1 1A i.s is [so 12 #A iA 1s i1 11 s ht d to to to to to o. .2 i1 11 1.$ lA .B #.1 ;.2 1.1 i 1 5 t2 Il to to to to to U tB to , s hs ., },z 11 1s iA l.s 1.1 la 1. 11 la i.t b �ti to to is to to to O / to t to to to i h i.o is A.o i i.. is .1 9 0 S.s iA 1Le • 15 1.+ •�.I to to to to to to i to to to to to h b:. t1 s i.l is 15 s 5 5 is s 1.s iAe is 1s 's 1. hl to to to to to to to to to to to 1.2 t2 h2 tktirg 88 Ogdly;5 i la 1.1 i. is la 1.a 15 1 1.2 1.o tl to to to to to to to to do to to to tl tl b.2 is he B e i1 1.4 i.1 1.1 'S }a i.4 is 1.2 '1 1 .ti/ b.+ to is to to to to to t.o to to to hl hl b.z `ti b.. s h. i.1 #.. s i5 1.1 15 'u 11 i., i1 'o j 3z'hl to to tB to to to to to to to to hl tz h2 h2�..,b. h1 1., #8 -UG32 1 15 1.4 i1 1 1. to :'t1 tl to to to to to to to to U to hl h+ t2 is bA 15 15 } QI.tH i1 iA 1.+ 'o iA 'b.2 b.+ to to to to to to DIMENSIONS AND EPA to to to to h, t2 bz ha 'b`2 to is 1.e is 11 1. t1 h1 s b1 1.1 to to to to to .t 31.6' 18" eosw cm U to to h, ti t2 1.3 h. ....t1 to 1., l,a i1 h . bs hl b., to to to to 4572 cm to tB to tl hl hz hs h. ts, h1 b.e hB hs h1 t4 b1 b`1 hl to to to to i 6.6' to to to hl ., h2 h2 b5 t. L;.� b5 s bs b.+ o bo to is to 16764cm C� I to to to b., ht b1 b.z is bs ti]�h. QY b1 is hz h,//to by to to z9.zli an to to to ti hl 32 h2 b1 h3 lis. b5 11 tl hl to to to to V ( iii O..'red by D,-by Chic to to hi t, 'b., `l 11 t2 1, 5.� b.+ to to to ILD to CAD wetted by ncc.oYee ny •L� 18_RK LED Re[mft Hie Note:Removal of ell Components of odstiq U to to ht hl h, tl hl bti t. to to tu\ Extsung Upper G18 G111kdng Iumlrisires,except the upper EPA Dam sod.N,T,S °ata Auyvsi `� Housl housing,Is required to perform.retrofit. GLi8•RK Includes III necessary retrofit 1 2 3A protect pd. U to to to t, hl hl to \t0 to to wmponen[s. 1.2W 2,4 R( 3.2 it' Volpe Athletic Cen U to to to to to to to to - N rctcpal.,wK„e=e.[wWRa.rom:..t,trH Expansion to to to to to to to a+.rior vrtr.nnems«cr 4--0-do.-k u,n App-1-Weight .1W4IAere d a po,.YBky Chu,he upp,[-kV m.y Single Leinlnalre to to to to to have edea w.porno"-a,ere u e.o*I.poNt dir-b--h.apps ho+o,°d(.h" a 6. 40 IN 11at44 is 315 Tumpike Street to to to LEO Ooor awa u eoo, Bm North Andover,Massachusetts Assembly I.wed lm Local Permitting Not Approved for Construction 01. g nu. lw,........,. OM..-NI-LIrE,ING Site Lighting Plan 00 Volpe Athletic Center Merrimack College r-LEr omis p.moa.sn ------ ----------------- --------_-- OeWRall PeWAMM. anlw MO WrYll660f0 rat coYSmucnON.Wtuee EFVIMIxAUloY 65,9U1EnrVN r<Sim1®BYU W IF°I W+E51H°U6S 1C A Bheat