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HomeMy WebLinkAbout2023/11/16 - Site Plans - - S*Ite ans ............................................... ............................................... v , t `` Z-.....�:\..\\ ,3ti�, \��-.:,.Y\� z:.-� ;�o� � '\z'� �.� ��•\\ems \ � �\` `�:��� �ti� � �, \. '\ .ate �� ��\\ �\�-- � \..� _ �\�'�` \\ � yTT y 25 rh X N SITE 00 -00 00 al -�\\ '...: :=`�;\ P 271 \ \ \ \ Y\ \\ 101 Walnut Street �.`�\�'` �\\\-a. PO Box 9151 �. a \.T �.`yam ;�-- � � \>. .t� \ � �� � Watertown.MA 02471 ANK, �. ,��\ ::\,..:.�-. \� ��: `�\v 617.924.1770 ZIP- Construction Manager _ � \ \�:.. .6-�.� ...�� �..��\\� Y;:� �. � a•,a �- •� \\ \\ �\a`� F. s \ \ _ _ \ \ Gre star Development East LLC \` \ _ \\ \ \ Federal St. \\ \ \ - \ ................................. �......._. \\.. �.�_ 5 \\ � Suite 1804 Applicant: Boston,MA 02110 857.254.1325 Owner Sheetindex Reference Drawings Merrimack College No. Drawing Title Latest Issue No. Drawing Title Latest Issue Architect Cube3 315 Turnpike Street C1.0 Legend and General Notes August 17,2023 Sv-1 Existing Conditions Plan of Land August 15,2023 370 Merrimack Street North Andover,MA 01845 C2.0 Site Preparation and Erosion Control Plan September 15,2023 Suite 337 C3.0 Layout and Materials Plan November 16,2023 Lawrence,MA 01843 978.989.9900 Developer C4.0 Grading and Drainage Plan September 15,2023 C5.0 Utility Plan September 15,2023 Geotechnical Engineer Greystar Development East,LLC C6.1-C6.3 Site Details September 15,2023 GeoEngineers a 1 Federal Street 1-1.0 Landscape Plan August 17,2023 239 Causeway Street Suite 1804 L2.0 Landscape Details August 17,2023 Suite 105 a Boston,MA 02114 Boston,MA 02110 SL1.0 Lighting Plan August 17,2023 617.749.9220 a a, 0 Legal Counsel Y V Mark B.Johnson,Esquire Assessor's Map: 25 L Lot: 3 Johnson&Borenstein,LLC g 12 Chestnut St Andover,MA 01810 0 d a wo 978.475.4488 >� v a E Q O v O\ 00 N Z T 41\ I> y O O O N� m v E- m O> r aF.O. '4Cy 4 O_ .lEFFREY W Gf M Q KOETTERITZ Q Z CIVIL N V Q No.50595 O Ul 0 0 O w >_ =w as m v _A \\vhb\gbl\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534-LG.dwg O v s Legend Abbreviations Notes Exist. Prop. Exist. Prop. General General Layout and Materials 06 PROPERTY LINE SIDEWALK/PLAZA ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY"DIG-SAFE"(1-888-344-7233)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. DIMENSIONS ARE FROM THE FACE OF CURB,FACE OF BUILDING,FACE OF WALL,AND CENTER LINE OF ---- PAVEMENT MARKINGS,UNLESS OTHERWISE NOTED. PROJECT LIMIT LINE CONCRETE ACR ACCESSIBLE CURB RAMP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES RIGHT-OF-WAY/PROPERTY LINE BITUMINOUS CONCRETE PAVEMENT ADJ ADJUST SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. vhb ---- � CRUSHED STONE APPROX APPROXIMATE 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED 3. CURBING SHALL BE PRECAST CONCRETE CURB(PCC)WITHIN THE SITE UNLESS OTHERWISE INDICATED --- --- EASEMENT �.�..>.:�,.j� IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND ON THE PLANS. BUILDING SETBACK BUILDINGS LOCAL LAWS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT). 101 Walnut Street BIT BITUMINOUS 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO PARKING SETBACK LANDSCAPE AREA g5 BOTTOM OF SLOPE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES THE BUILDING,INCLUDING SIDEWALKS,RAMPS,BUILDING ENTRANCES,STAIRWAYS,UTILITY PO Box 9151 10+00 (BUILDINGS,PAVEMENTS,WALKS,ETC.)SHALL RECEIVE 6 INCHES LOAM AND SEED. PENETRATIONS,CONCRETE DOOR PADS,COMPACTOR PAD,LOADING DOCKS,BOLLARDS,ETC. -- i BASELINE >D RIPRAP SWILL BROKEN WHITE LANE LINE Watertown,MA 02471 S. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM S. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION LAYOUT o o CONSTRUCTION EXIT CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. CONSTRUCTION SHALL BE SET OR RESET BYA PROFESSIONAL LAND SURVEYOR. 617.924.1770 ----- ----- ZONING LINE 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. 6. PRIOR TO START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT 27.35 TCx TOP OF CURB ELEVATION DYCL DOUBLE YELLOW CENTER LINE WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE INTERFACE WITH PROPOSED PAVEMENTS,AND EXISTING GROUND ELEVATIONS ADJACENT TO -- --- TOWN LINE APPROX.PROJECT LIMITS 26.85 BCx BOTTOM OF CURB ELEVATION EL ELEVATION HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 132.75 x SPOT ELEVATION ELEV ELEVATION 7. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH Demolition LIMIT OF DISTURBANCE 45'0 TWx TOP&BOTTOM OF WALL ELEVATION THE WORK INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT 38.5 BW EX EXISTING DOCUMENTS.DO NOT CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE WETLAND LINE WITH FLAG BORING LOCATION APPROPRIATE PERMITS. LIMIT OF WORK INCLUDING BUILDINGS,STRUCTURES,PAVEMENTS,SLABS,CURBING,FENCES,UTILITY FUN FOUNDATION POLES,SIGNS,ETC.UNLESS INDICATED OTHERWISE ON THE DRAWINGS.REMOVE AND DISPOSE OF FLOODPLAIN TEST PIT LOCATION B. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM EXISTING UTILITIES,FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 Mw FEE FIRST FLOOR ELEVATION TRAFFIC CONTROL DEVICES, FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. B�F BORDERING LAND SUBJECT 0 MONITORING WELL TO FLOODING GRAN GRANITE 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS 2. EXISTING UTILITIES SHALL BE TERMINATED,UNLESS OTHERWISE NOTED,IN CONFORMANCE WITH B2 WETLAND BUFFER ZONE SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S LOCAL,STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS.THE _v UNDERDRAIN GTD GRADE TO DRAIN EXPENSE. CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY .2`Ja REPRESENTATIVES. 0Z NO DISTURB ZONE - -- DRAIN LA LANDSCAPE AREA 10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE 200'RA c'Rl> ROOF DRAIN ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY, 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, 200'RIVERFRONT AREA LOD LIMIT OF DISTURBANCE OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT STATE AND LOCAL REGULATIONS,ORDINANCES AND STATUTES. SEWER MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER -- --- GRAVEL ROAD - MAX MAXIMUM IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE FORCE MAIN BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT -. -- EOP EDGE OF PAVEMENT MIN MINIMUM 11.CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE OF DEMOLITION.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF OHW OVERHEAD WIRE RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO BB BITUMINOUS BERM NIC NOT IN CONTRACT CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR 6°W WATER 12.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE BITUMINOUS CURB 4'FP FIRE PROTECTION NTS NOT TO SCALE BC ADDITIONAL COST TO OWNER. WORK. - -- ---- ---- CC CONCRETE CURB ---- ---- 2"0W 0618AESTIC WATER PERF PERFORATED 13.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS,THE ENGINEER CG CURB AND GUTTER ---- ---- E IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, ELECTRIC PROP PROPOSED NO COST TO OWNER. DISCOVERY,REMOVAL,ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS,TOXIC WASTES OR ECC EXTRUDED CONCRETE CURB -- -- STM STEAM POLLUTANTS AT THE PROJECT SITE.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF REM REMOVE 14.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES LOSS,DAMAGE,EXPENSE,DELAY,INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MCC MONOLITHIC CONCRETE CURB -- -- TELEPHONE PET RETAIN CONSTRUCTION GENERAL PERMIT(CGP)PROGRAM AND EPA JURISDICTION.PRIORTO THE START OF MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A CLAIMS MADE IN CONNECTION THEREWITH.MOREOVER,THE ENGINEER SHALL HAVE No FCC PRECAST CONC.CURB -- -- FA FIRE ALARM STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT R&D REMOVE AND DISPOSE CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. INVOLVING THE ISSUES OF PRESENCE,DISCOVERY,REMOVAL,ABATEMENT OR DISPOSAL OF ASBESTOS SGE SLOPED GRAN.EDGING CABLE TV OR OTHER HAZARDOUS MATERIALS. -- VGC VERT.GRAN.CURB R&R REMOVE AND RESET Utilities CATCH BASIN CONCENTRIC R&S REMOVE AND STORE Erosion Control LIMIT OF CURB TYPE 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE ----- SAWCUT CATCH BASIN ECCENTRIC SWEL SOLID WHITE EDGE LINE REPRESENTATION ONLY.THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE -- DOUBLE CATCH BASIN CONCENTRIC THIS INFORMATION AS SHOWN ON THE PLANS.THE UTILITY INFORMATION SHOWN DOES NOT AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS SWILL SOLID WHITE LANE LINE GUARANTEE THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES, IDENTIFIED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. DOUBLE CATCH BASIN ECCENTRIC NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT BUILDING TS TOP OF SLOPE THAT ARE NOT SHOWN ON THE PLANS,PRIOR TO ORDERING MATERIALS AND BEGINNING 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES EVERY 14 DAYS AND GUTTER INLET CONSTRUCTION,THE CONTRACTOR SHALL VERIFYAND DETERMINE THE EXACT LOCATIONS,SIZES,AND SHALL ALSO INSPECT SITES WITHIN 24 HOURS OF 0.25 INCHES OF PRECIPITATION EVENTS OR GREATER . EN BUILDING ENTRANCE �..,� TYP TYPICAL ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM THAT OVER 24 HOURS,OR WITHIN 24 HOURS OF A DISCHARGE THAT OCCURRED DUE TO SNOW MELT FROM C. DRAIN MANHOLE CONCENTRIC THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, 3.25 INCHES OR GREATER OF SNOW ACCUMULATION.THE CONTRACTOR SHALL ADDRESS DEFICIENCIES LD LOADING DOCK ='•. Utility INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION.CONTRACTOR SHALL DRAIN MANHOLE ECCENTRIC BOLLARD PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES - TRENCH DRAIN CB CATCH BASIN 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING AND PROTECTED AREAS. ❑D DUMPSTER PAD CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS - - PLUG OR CAP CMP CORRUGATED METAL PIPE INTENDED,THE LOCATION,ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SIGN WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH CLEANOUT CO CLEANOUT OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO SEDIMENTATION IS CAUSED BY WATER,WIND,OR DIRECT DEPOSIT. - DOUBLE SIGN NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR FLARED END SECTION DCB DOUBLE CATCH BASIN ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE �! HEADWALL EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED --- ---- STEEL GUARDRAIL DMH DRAIN MANHOLE 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH TO PREVENT EROSION. -- WOOD GUARDRAIL ELEVATIONS ON THE GRADING AND UTILITY PLANS. SEWER MANHOLE CONCENTRIC CIP CAST IRON PIPE 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT SEWER MANHOLE ECCENTRIC COND CONDUIT AND TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS,ARE APPROXIMATE AND AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. _ _ PATH _ SHALL BE SET/RESET AS FOLLOWS: PLUG OR CAP DIP DUCTILE IRON PIPE JYYYYti TREE LINE CS A.PAVEMENTS AND CONCRETE SURFACES:FLUSH Existing Conditions Information Corner Development - WIRE FENCE 0 CURB STOP&BOX FES FLARED END SECTION WVB.ALL SURFACES ALONG ACCESSIBLE ROUTES:FLUSH 1. REFERENCE PLAN:THE PROPERTY LINES AND EXISTING CONDITIONS SHOWN ARE BASED ON"EXISTING FENCE O WATER VALVE&BOX FM FORCE MAIN CONDITIONS PLAN OF LAND",PREPARED BY VHB,DATED AUGUST 15,2023.THE PROPERTY LINESTSV Project at Merrimack C.LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SHOWN WERE DETERMINED BYAN ACTUAL FIELD SURVEY CONDUCTED BY VHB,AND FROM PLANS OF STOCKADE FENCE ---- TAPPING SLEEVE,VALVE&BOX F&G FRAME AND GRATE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. RECORD.THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VHB BETWEEN APRIL AND MARCH,2016,APRIL,2021,AND UPDATED Collegepppppp STONE WALL WYD FIRE DEPARTMENT CONNECTION F&C FRAME AND COVER 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY AGAIN IN JUNE 2023. FIRE HYDRANT SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY, RETAINING WALL GI GUTTER INLET THE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.).FINAL DESIGN A.DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY:VHB IN -•••- STREAM/POND/WATER COURSE 11 WM WATER METER LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. JANUARY 2022 315 Turnpike St C1'v POST INDICATOR VALVE GT GREASE TRAP 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR B.FLAGS MARKING THE WETLANDS WERE LOCATED BY:VHB IN JANUARY 2022 North Andover,MA 01845 ---- ---- -••- DETENTION BASIN HDPE HIGH DENSITY POLYETHYLENE PIPE POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE HAY BALES " WATER WELL ALARM,AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY 2. TOPOGRAPHY:ELEVATIONS ARE BASED ON NAVD 1988. No. ae..s.o� Date app�d. HH HANDHOLE THE UTILITIES COMPANY. - X SILT FENCE C PLUG OR CAP 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE HW HEADWALL 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: OBTAINED FROM"STORMWATER EVALUATION MEMORANDUM MERRIMACK COLLEGE-RESIDENTIAL o <------ SILT SOCK/STRAW WATTLE GAS GATE PROJECT NORTH ANDOVER,MASSACHUSETTS"PREPARED BY GEOENGINEERS AND DATED JULY 27, TREE PROTECTION GAS METER HYD HYDRANT A.WATER PIPES SHALL BE DUCTILE IRON(DI)PIPE 2023. TREE REMOVAL - - PLUG OR CAP INV INVERT ELEVATION B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC)SEWER PIPE k Document Use I= INVERT ELEVATION C.STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE(HDPE)PIPE Q ERiN ELECTRIC MANHOLE 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL n - -4- MINOR CONTOUR EM LP LIGHT POLE D.PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE SERVICE,AND SHALL NOT BE USED,IN WHOLE OR IN PART,FOR ANY PURPOSE OTHER THAN FOR -20- El ELECTRIC METER APPLICABLE.CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO WHICH IT WAS CREATED WITHOUT THE EXPRESSED,WRITTEN CONSENT OF VHB_ANY UNAUTHORIZED MAJOR CONTOUR MES METAL END SECTION BEGINNING WORK. USE,REUSE,MODIFICATION OR ALTERATION,INCLUDING AUTOMATED CONVERSION OF THIS ��a�\ LIGHT POLE DOCUMENT SHALL BE AT THE USER'S SOLE RISE WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. issued to, Date 10 PARKING COUNT PIV POST INDICATOR VALVE B. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION,® REMOVE LIGHT POLE INSTALLATION,AND BACIKFILL OF ELECTRICAL FURNISHED SITEWORIK RELATED ITEMS SUCH AS PULL 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,SPECIFICATIONS,AND Local Approvals August 17,2023 C10 COMPACT PARKING STALLS -- PWW PAVED WATER WAY BOXES,CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS.SITE CONTRACTOR SHALL DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS,BUT SHALL VERIFY LOCATION OF PROJECT TELEPHONE MANHOLE FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BYTHE UTILITY COMPANY AND AS FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE EYL & DOUBLE YELLOW LIN INDICATED ON THE DRAWINGS. SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. - --- E PVC POLYVINYLCHLORIDE PIPE T❑ TRANSFORMER PAD SL 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT STOP LINE RCP REINFORCED CONCRETE PIPE COMPANY'S REQUIREMENTS. NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS.THE s UTILITY POLE R= RIM ELEVATION CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS,MANUFACTURERS'LITERATURE,SHOP • • . • ,,,,,,,,,,, IIIIIIIIIIIII CROSSWALK 10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT ® ACCESSIBLE CURB RAMP GUY POLE RIM- RIM ELEVATION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL FEATURES. a MUNICIPAL STANDARDS.FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM GeneralNotes Z C�. ACCESSIBLE PARKING GUY WIRE&ANCHOR SMH SEWER MANHOLE DIAMETER SHALL BE 5 FEET. As-Built Documentation HH k VAN-ACCESSIBLE PARKING o HAND HOLE TSV TAPPING SLEEVE,VALVE AND BOX 1. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AS-BUILT CAD AND PDE DRAWINGS PREPARED P6 vu� p AND CERTIFIED BY A REGISTERED LAND SURVEYOR,FOR ALL UNDERGROUND UTILITIES INSTALLED N - o PULL BOX UG UNDERGROUND UNDER THIS PROJECT,AS WELL AS ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. -- K PLUG OR CAP AS-BUILTS SHALL DOCUMENT THE COMPLETE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITY UP UTILITY POLE SYSTEMS,AND INCLUDE ELEVATIONS AND SWING TIES FOR ALL PIPES,STRUCTURES AND APPURTENANCES INCLUDING,BUT NOT LIMITED TO,UTILITY BENDS,TEES,GATE VALVES,WYE o,m9 Numb,, m CONNECTIONS,BUILDING SERVICE CONNECTIONS,MANHOLES,CLEANOUTS,ETC.AS-BUILT DRAWINGS VIE VERIFY IN FIELD MATCHLINE SHALL IDENTIFY SIZES,MATERIALS AND INVERTS/ELEVATIONS OF ALL PIPES AND STRUCTURES. of _a'PZjr+py$c C■•O wt meet ar F c 1 11 Project Number 11625.34 \\vhb.com\gbl\prof\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534-PREP dwg v I -- ---- -- - —�-- - V- �r.rrr` Turnpike Street/Route 114 R&S POST AND RAIL FENCE', 101 Walnut Street PO Box 9151 ow 02471 �_.. Watertown, e 17 24177 vhb R — QS R&S EXISTING MERRIMACK DRILL HOLE COLLEGE"SIGN (FOUND) 10"EXISTING TREE 8"EXISTING TREE 26"EXISTING TREE TO REMOVE TO REMAIN TO REMAIN \\\ TREE PROTECTION FENCE(TYP) 18"EXISTING TREE TO \ REMAIN -_ 42"EXISTING TREE a= TO REMOVE ?R&S POST AND ~, ''� 24 PINE TO REMOVE O \R�ILNCE REMOVE EXISTING LIGHTPOLE(TYP) t` ,\ © 26"EXISTING 20"EXISTING TREE \ TREE TO B TR E REMOVE AND PROTECT EXISTING TO REMOVE 3�� O�REMOVEDSTATUE,TOBE RELOCATED 30"EXISTING TREE 0 \ ..... SILTSOCK/SILT FENCE BARRIER(TYP) 19 TO REMAIN • - _ 32"EXISTING TREE .a EB 40"EXISTING TREE TO REMOVE \ e - TO REMOVE VERIFY IN FIELD 28"EXISTING TREE e TO REMOVE Dr�V Medina _� o 0 }}} r �y REMOVE EXISTING UTILITY(TYP) T, �\ CUT AND CAP r 32"EXISTING TREE EXISTING` TO BE REMOVED 48 EXISTING TREE DRAIN PIPE RCP TO REMOVE 15"EXISTING TREE - TO BE REMOVED i ® I 0 15 30 60 Feet 20"EXISTING PINE TREE TO BE REMOVED REMOVE EXISTING IAREA DRAIN N/F O MERRIMACK COLLEGE ' e Corner Development MAP 24,LOT 29 CUT AND CAP I � - D Merrimack BOOK 13727,PAGE 8 ; "` �, 10"EXISTING PINE 22"EXISTING TREE EXISTING TREE INVENTORY Project at TREE TO BE REMOVED TO REMOVE \°�y EVERGREEN VS PROTECTED/ CODE SCIENTIFIC NAME COMMON NAME DECIDUOUS CALIPER SIZE REMOVEDeg e __. 1g us Coll S Maple Deciduous T ® iQ Acer saccharum Sugar ape 42" Removed 315 Turnpike St 7 O Acer platanoides Crimson g pDeciduous 0 Removed North Andover,MA 01845 ides C Kin Maple t = 0 ... 'Crimson King' 2 RE ENT 16"EXISTING TREE TO 03 Acer saccharum Sugar Maple Deciduous 32" Removed No ae..ror, care apn�d. BE REMOVED -- 'A r Response to Coin—ts jwK 1 MOVE EXISTING PAVEMENT l..4 Acer platanoides Crimson King Maple Deciduous 8 o r e ® 'Crimson King' 2 Removed \` 1 SiAIILIZED`€ONSTRUCTION EXIT Fagus sylvatica Beech Tree Deciduous 48" Removed Pinus strobus White Pine Evergreen 24' Removed ' J - Acer platanoides Crimson King Maple Deciduous 22" Removed � � 0 'Crimson King' Prunus avium Cherry Tree Deciduous 10" Removed Plnus strobus White Pine Evergreen 20" Removed ., RON PIPE SILTSACK SEDIMENT TRAP(TYP) a issued for Date \: 10 Fraxinus ornus Ash Tree Deciduous 16" Removed (FOUND) - 11 Acer Sugar Maple Deciduous 16" Removed Local Approvals August 1 023 " a�57.2 00 Acer saccharum Sugar Maple Deciduous 32" Removed 13 Fagus sylvatica Beech Tree Deciduous 26" Removed T . Acer saccharum Sugar Maple Deciduous 10" Removed Site Preparation and N/F ` „ 1© Acer saccharum Sugar Maple Deciduous 18" Protected �_ ��, Acer saccharum Sugar Maple Deciduous 8" Protected MERRIMACK COLLEGE- -ONC.BOUND • • Control CENTER /'/Q Acersaccharum Sugar Maple Deciduous 26" Protected N MAP 2,LOT 50 �� /-L 1© e \ a BOOK 13727,PAGE 8 L` FOUND` elf/�/A sugar Maple h / � ��� � Acer Deciduous 30" Protected Acer saccharum Sugar Maple Deciduous 40" Removed -- a b.o Notes .. 1. CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF THE LIMIT OF WORK SHALL BE FITTED WITH P`tr�'F,„q� m iSTABILIZED. F, C SED MENT TRAPS UNT L THE SITE S PERMANENTLY as 9G C2.0 JEFFREY W. ,r 0 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. o KOErrERITZ ., r ," 4 ", \� c' CIVIL 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION EXITS AT ALL No.Sosss W AI CONSTRUCTION VEHICLE ACCESS POINTS ONTO DISTURBED AREAS OF THE SITE.CONSTRUCTION EXITS A'V DQ „� THA ENBENMAINTAINED UNTIL DISTURBED PORTIONS OF THE SITE AREA STABILIZED AS DETERMINED BY FS E 2 11 N/F co \ VER h D ,.:. ggg MATTHE\A R.&P.ARIA WILSON ND V s c "" �\�� 4. PRIOR TO ANY LAND DISTURBANCE ACTIVITIES COMMENCING ON THE SITE THE CONTRACTOR AND/OR 1 MAP L T 49 --'C " '=' ""' - DEVELOPER SHALL PHYSICALLY MARK LIMITS OF NO LAND DISTURBANCE WITH TAPE,SIGNS,OR ORANG 0 \ - $e ". "":..,�;' CONSTRUCTION FENCE,SO THAT WORKERS CAN SEE THE AREAS TO BE PROTECTED,THE PHYSICAL 2 ject N"mbe1 BOOK 10912,PAGF 169 11525.34 \\vhb\gbl\prof\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534 LM dwg Of '`— s w> �¢ �3 , Turnpike Street/Route 114 o 101 Walnut Street ® PO Box 9151 CURBING ��� e ow Watrt nMA 02471 617 924 1770 Q 10 F m w m DRILL HOLE ~ N -- - - — -- -- -- -- -- — - -� Legend: (FOUND) SIDEWALK/PLAZA RELOCATE EXISTING STATUE PROPOSED PR©f VPVJC � BUILDING 1 0 CONCRETE DUMPSTER PAD I ` 77,600 TOTAL GSF MODULAR WITH ENCLOSURE F BITUMINOUS CONCRETE PAVEMENT o RETAINING WALL 4 LEVELS 1366 BEDS # LA EN L ? CRUSHED STONE BUILDINGS MERRIMACK l COLLEGE ENTRY SIG�� y ————— - I LANDSCAPE AREA Tl \ \\ GENERATOR \ \ LIGHT BOLLARD(TYP),SEE LA PLANS PAD APPROX.PROJECT LIMITS w LA 72. LA z SEE LA PLANS FOR `l TRANSFORMER. G c ` MATERIALS PAD 1'1 Z n CO \ n \ zo. z Program Summary Description Building 1 Building 2 EN EN SEE LANDSCAPE PLAN : O FOR MATERIALS EN EN - RESIDENTIAL GSF 72,300 56,500 CONCRETE RAMP DETECTABLE WARNING(TVP) WITH HANDRAILS ACADEMIC/CLASSROOM GSF 5,300 5,500;t BOLLARD(TYP) 2p. \\ 50' DETECTABLE WARNING(TYP) ACE.TYPE A R ;t ` TOTAL GSF 77,600 62,000 25 DrLVe BOLLARD(TYP) R&R EXISTIN POSTS r ^� ACR TYPE A 3 i h Me HYD AND RAIL FENCE 75., hb ^ i '•1 " ` # FCC a, DROP OFFZONE FLUSH PCC ; ' Parking Summary # LA 70 EXISTING PROJECT TOTAL=42 SPACES Er� \ 7S, \, `,, `:r DYCL R PROPOSED PROJECT TOTAL=0 SPACES LA \\ ACR TYPE'M' PROPOSED CHURCH TOTAL=-1 SPACES -1 NET CHANGE_-43 \ LA LA # - \ \ Q1 0 15 30 60 Feet / c CONCRETE RAMP LAWITH (\ PROPOSED GENERATOR PAD DETECTABLE WARNING(TYP) NSF MODULAR BUILDING TRANSFORMER PAD LA LA RETAINING WALL 62,000 TOTAL GSF j ACR TYPE'M-D' ` MERRIMACK COLLEGE ACR TYPE'M' Corner Development MAP 24,LOT 29 41EVELS 1174 BEDS \ T BOOK 13727,PAGE a y ` oN Project at Merrimack LA \ .. ,r `; DUMPSTER PAD _ College l WITH ENCLOSURE - 12 12 / I LA_ / ' 5 Turnpike St 31 �p,CK I V .. ... >// a a _ Date nup�d. North Andover,MA 01845 No Reason 2 C1arTcatons ni16/2023 tWK � ` 1" it I HEAVY DUTY PAVEMENT , - I ^� - .gym MAINTAIN R1-1 - ', ✓ \ AND STOP BAR m Sign Summary ON PIPE U.T.C.D. Specification D � M esc. '—dfn' Dare Number (FOUND \ ApprovalsAugust 17,2023 Local g ' \ Width Height o Z T ;'r R1-1 30, 30 \ \ Layout. • Y NiF Zoning Summary Chart o � N MERRIMACK COLLEGE �� ONC.B UNDMaterials Plan MAP 2,LOT 50 CENTER F�phe Zoning District(S): Residence 3(R3) BOOK 13727,PAGE 8rt UND) y W0 Overlay Distict(S): None (FO / Parcel: Map 25-Lot 13 Zoning Regulation Requirements Required* Provided oraw�y Nambe. N > MINIMUM LOT AREA 25,000 SF 2,480,7425� CF y s FRONT GE 25 Notes FRONTYARD SETBACK 1300Feett >130 Feet OEFFREY WF` v o es o KOETTERITZ * �\ >30 Feet " CIVIL u' C3.0'r \ SIDE YARD SETBACK(AT CORNER LOT) 30 Feet -o No.CIVIL 4 /t, REAR YARD SETBACK 30 Feet >30 Feet o � KdfBZ '°�� \ V► 'V�R1. 1. ALL ACCESSIBLE PARKING,RAMPS,AND ACCESS SHALL CONFORM TO MAAB AND T ^`.°.� o fi - / MINIMUM LOT WIDTH 0 Feet 0 Feet Fd, c r' 6� v,eet or \ \ ADA REQUIREMENTS,WHICHEVER IS MORE RESTRICTIVE. S �YY AN N�o�ER MAXIMUM BUILDING HEIGHT 35 Feet 48 Feet** ��8` 3 11 A. .,\ OQVF ��\a 2. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO MUTCD REQUIREMENTS. General Leg slat or,cnapremi9s zon pq code,ArrdeY D�me,s oval Requ reme Byla,vs,Part II i Z g-gu at on re is as s ec'f ed n Town of North Andover MA D M,4TTHE h R.&MARIA WILSON R ,tss,�s 72Tableof .,� 3. SITE LIGHTING SHOWN FOR COORDINATION ONLY.REFER TO LIGHTING PLANS FOR S—Taryof D menso,al Req,drements -o MAP 2,LOT 49 PROPOSED SITE LIGHTING. "W/II leffrom he ht,e sunder MGL Cn40A§3the••Dovernmendment Pro d i \ a,od re g gu remen ( ). pose ,p jai,Number BOOK 10912,PAGE 169 °'_ ` ;" ` na9ntdasedona emge9ade<al laron. 11625.34 \\vhb.com\gbl\proj\Wat-LD\1162S.34 Greystar P3 Development\cad\Id\Planset\1162534-GD.dwg v i Turnpike Street/Route 114 101 Walnut Street PO Box 9151 Watertown MA 02471 ._ 17 24177 2997-,Ex F 2191 EX 2196 ,1 22hb 218 t o r -22 22 - c .." x21$7 N ��.� �... 224 2273 \ '..23 1 22 22 o J17. `. - 2164 2162EX ... PROPOSED b -1 a ,y = m. BUILDING > ^='J163 2181 NG S,.S L xz17.2 0 N, a FFE=228.0 ~ H 13 / FFE=224.0 >4 _;. R-.0IN S 5-F.i:. -\•.3,- `-•: :: - \ 0 %iv EN _-- 2�'2 J - , -.4 >6^ J cQ'o \\\` ;L _.�. t 221.E 3,o=- _R> c_v C I ` t. L ' *PPO TONE- z `\ \\ L_____ c�2240 L240" z i 2301 TC'. :t17 C - '•.. \\ 220:7 1 _ ^' 2301 6C 2307.C 223Z 223.8.,.. 31 - t 223.8 << ,. +_r 9 p. - 0 `. ff - � � cGG I�I N 218 ; n'..1 t, - i i t t � c u .a � r, .;v '�, 227' I t ti� 6 � „�.. •t ,ice ° fit`. �:.., t t,..__ - TI t. i :u i"ra a 230 ...-u L�J 229.5 BC230 N N CD230.1 BC $ EN EN e m «, r �. .�....... N.. II EN EN 2298 TC - ? 2293 BC- t e t JJJ \sue... ....... _ G � 229�9 BC �Ve pr 2 �, .,w 0. ,b 22 �4 D vv 222s -. 227�6 �n 2.23.1 2236 ;' 227.4 TC... HAD 2268 BC 227.4 227 226.0 TC - t--11 22.5.E �N� ...�N� � 211�1. + 25.5 �...x FFE 220.0' 224.3 n9,o Ex `,. :....., - 224.5 226 C0.N\c.T`�t 't aN.. - `:7747 #,. ..� .._ ti �1 i j>..3,,3-*,, #' 225.�, 2268 EX 228 'Y,. ',. 7243 x 1, _=.5v �.r=218.3J 22j. N r. 22 2 :.' ,:';...... i1Y'-21.8.6Q i _....;'. ,,.7238 5.9 - ,,. 227.7 TC 1...\ A N. ,.� at �:;�, / -- ':3:1 SLOPE TYP _n: 'E� ,: +, , ( ) 2Zg0�� 227.2 BC N 225.9 EX ..:a _ :. 7� 227,2 \\\..: ._. _ ;". 2237 .25.8 225.9 a -- .. .� >vn}v5^:iC.... �<.yT Jl>i>..EyJI n \ � ,, O 1 K > RAP j a i 2pc1 EN 3 B 226.3 �. � 0 15 30 60 Feet �t"1's� C�t '.5 Fte227.9 _V:OF SYSTEM NV-R '"'C ` o �- .: 2258 03 :. _ : ' r aC.U S.4N_ Z1e.5 A - '....PROPOSED 22 2 j2217.22792 EX .r=2 a - zzs7 `` 223.AjILDING -/E 2263 - ' .' 216.4 BW ;.� �223. '' 227.1 `_` :..,... ; \ FFE 224.0 Corner Development 7F4.0 2258.2259 2263. 2270 EX ' l 223 8 TW 227 Fi 2)_'7 RW 24.' 7771 -e"227 77 EX Project at Merrimack College 222/ 315 Turnpike St North Andover,MA 01845 223aT r 220 „' o ` '., / No. Re�ror, Dare Appvd. } 215.8 BW 2� 1 Response to Comments 9/15/2023 JWK 3:1 SLOPE(TYP) Al2 \� ,n.0 . _0111D CO ER I ° � o �e Q i for Date 'E Local ovals A g st 1 023 Approvals A r uu �2 Q , O ti- \\ x2180Ex • • • Drainage Plan s Z j �� \ FlQh �. erty ay �!\ s� Q v� Notes 1. ELEVATIONS SHOWN ARE BASED ON NAVD OF 1988. o ' 2. CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF THE LIMIT OF WORK a �yG 5 OF % .' \c SHALL BE FITTED WITH SEDIMENT TRAPS UNTIL THE SITE IS PERMANENTLY STABILIZED, g JEFFREY W. �, cd gC4.0 ._ r �� \ o KOEITERIR s 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. No.OIS95 ti9po „ RTN A� - 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING �n " q,VQO �;� CONSTRUCTION EXITS AT ALL CONSTRUCTION VEHICLE ACCESS POINTS ONTO ;,.E�� '\\VFR \„ \� DISTURBED AREAS OF THE SITE.CONSTRUCTION EXITS SHALL BE MAINTAINED UNTIL S�: 4 11 A. ,V���/ ,,,,, "� -- - ''\ DISTURBED PORTIONS OF THE SITE ARE STABILIZED AS DETERMINED BY THE ..�. \: gg ENGINEER. 625 34 \\vhb.com\gbl\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534-UT dwg s w -....�0- Turnpike Street/Route 114 101 Walnut Street ® _ PO Box 9151 a: = Watertown, A 02471 " 617.924.177041 l ` �3 Ct _ AD -19 PROPOSED ..r BUILDING 1 5:5T To Y1 C C t ti.ORM 3N t20m� FIRE DEPARTMENT CONNECTION = J Y cFFE 228.0 OFFE=224.0 S NV_>.` 224.1 3S k^ �H RATION S 4 Ct EN _ t'>ONE 5 C7-c\tiR_�F T T �- ���.� r-22i TO t� 3 O• Y3 _� I t _ -a: 4J 7 _..vi," 2;1.E BFF: 4 T z -- - _ so-O SY 9 -v�t t.-1.Q � - _ N\2.a.80 4:W L _ - _ \ i # nv DO O; GENERATOR E m r o f 'vl'=2242 TRANSFORMER � Q - NV.216 D �,L^�,. 12.,o v. r 0 8 Y • c SYS a � . .. > - r i 4c _:u a z -- EN EN i S L J= .� EN i0 5 EN EN nn } t zi� - V` _ DT ,ate ti' , i.. - /�'^ �-� u - —e4 _ hY Med L .'. CAP FOR FUTURE � •i' e FFE 220.0 � E T _ � 1e x6 TEE CONNECT TO ST NO D A NA-_f5 tit 209,0 G 3,5 3 1i7 c Al J C r MA. t v:• }`.. / /T NG 2O�6 OUT) FT _xl ✓i. / - y ,a, l 8G RAP''` E " Q1 0 15 30 60 Feet _v171 i / ee 2 GNSA4 CN -22 ,�'tt- So 0 S ONEPROPOSEDJN ` G0v-=z14.5 BUILDING 2 FIRE DEPARTMENT CONNECTION - FFE=224.0 = �- Corner Development � � ��� � � t Merrimack = � � Project a H� College i 315 Turnp ike St North Andover,MA 01845 'GENERATOR __,,: E"`c TRANSFORMER N Resor, care Appvd. 1 Response to Comments 9/15/2023 JWK o .. ti .......... O ..... ..... N N = 10'X1Q'TEE \\ s— , Date §, August 1 023 Local Approvals uqu 7,2 Q T \ Utility Plan v Z a O 0 v 0 1 . ass z s: N � y wav �\ Notes - 9-b,, 1. ELECTRIC AND TELECOMMUNICATION ROUTING IS FOR INFORMATIONAL PURPOSES O ONLY.REFER TO MEP PLANS FOR DETAILS RELATIVE TO ELECTRICAL AND m „- n, TELECOMMUNICATION SYSTEMS. �'''S N n. 0 hb N 2 ND O co .. \ z • \�� o=a`JEFFREY WS�SG•/' `� �\ A COMMOODATIONSOFOR SEWERES ALL BEN ROVVIDEID AT ALLOWMES.A o KOETTFRIt � �•� " CIVIL ' . „•�\ No 50595 3. ALL SEWER LINES WITH LESS THAN 4 OF COVER SHALL BE INSULATED. NoRTy of'Q A 4. THE CONTRACTOR SHALL OBTAIN AMASS DOT HIGHWAY ACCESS PERMIT FOR ``0 6� \D�VfR 4-PIP CONSTRUCTION WITHIN STATE HIGHWAY RIGHT OF WAY. �2�'H Y"� 5 11 `o h S. ALL WATER AND SEWER MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE �b `' \ TOWN OF NORTH AN DOVER REQUIREMENTS. w..- ._.. �. \\vhb\gb1\proj\Wat-LD\11625.34 Greystar P3 Deve1opment\cad\Id\P1anset\1162534-DT.dwq O v q( s SITE 50'(MIN.) 1 OR APPROVED OODUAL STAKE OR APPROVED EQUAL 0(MIN) SILT FENCE ` 1"X1"WOOD STAKE, PLACEDK OC.ON ;n2 EXISTING DOWNHILL SIDE OF OCK PAVEMENT PLAN VIEW /// L PROTECTED AREA VT WORK 00vhb AREA SITE 50'(MIN.) EXISTING BIODEGRADABLE 4"(MIN.) 3,S PAVEMENT INSTALL SUPPLEMENTAL MESH NETTING 101 Walnut Street 1 COMPOST MATERIAL FILTER TOP OF `r. FLOW BERM COMPOST FILLED PO Box 9151 FABRIC MOUNTABLE GROUND SILTSOCK VVVV (12'TVP) Watertown,MA02471 1 Y'CRUSHED STONE 61 7.924.1 770 CROSS-SECTION z z NOTES 1.EXIT WIDTH SHALL BEA TWENTY-FIVE(25)FOOT MINIMUM,BVTNOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS NOTES OCCURS. 2.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALL 1, SILTSOCK SHALL BE FILTREXX SILTSOXX,OR APPROVED EQUAL. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2. SILTSOCKS SHALL OVERLAP AMIN IMUM OF 12 INCHES. ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL 3. SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC EVENTS,AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.BERM SHALL BE AS NEEDED. PERMITTED.PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROV I DED AS NEEDED. q. UPON SITE STABILIZATION,COMPOST MATERIAL SHALL BE DISPERSED ON SITE,AS DETERMINED BY THE ENGINEER. 3.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL 5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE FINISH MATERIALS BEING INSTALLED. COLLECTED AND DISPOSED OF OFFS RE. Stabilized Construction Exit 1/16 Siltsock/Silt Fence Barrier 10/20 N.T.S. Source:VHB LD 682 N.T.S. Source:VHB LD 658-A 5'(MIN-) CATCH BASIN GRATE •'::: 1"REBAR FOR ::. : SET ON .:•: SILTSACK 8AG REMOVAL •" FABRIC FILTER ::FILTER BAGS::::::::�::::....,...•.. : ..............•:......;...........d........... ..••:. PLAN VIEW :, t:.;;.. :.••.•..•.;;.•..•..;•.;;.'..;;.';;•.•':••'•••'•• HOSE CLAMP .,. SECURE DISCHARGE HOSE CATCH BASIN GRATE PUMP DISCHARGEHOSE NOTE:LIMIT ONE DISCHARGE HOSE PER BAG SILTSACK PLAN VIEW FLOW OW NON-WOVEN TEXTILE _OVERFLOW PORT To-(MIN.) EXPANSION RESTRAINT HOSE CLAMP SECTION VIEW •:'•:::•;::;•:::;;::•••'••" PUMP DISCHARGE GROUND ;:;FILTERBHG :;:: ':::::: HOSE NOTES SURFACE - 1.INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN REMOVED. CROSS-SECTION FILTER FABRIC 2.GRATE TO BE PLACED OVER SILTSACK. 3.SILTSACK SHALL INSPECTED PERIODICALLY AND AFTER ALL STORM NOTES Corner Development EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED.MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN 1.BAG TO BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PERMANENTLY STABILIZED Project at Merrimack Siltsack Sediment Trap 1/20 Dewatering Filter Bag y16 College N.T.S. Source:VHB ED D_6_674 N.T.S. Source:VHB E91 315 Turnpike St STAPLES 12" North Andover,MA 01845 n ON CENTER /(li DRIP LINE N. Revision Date App+d. /I STAPLES ON CENTER 1 TREE TRUNK q OVERLAP \'S Q / PLAN �O�O� Issued ror Date z Local Approvals August 17,2023 / \ p MAX.O.C. 1"X1"X6' ORANGE PLASTIC rs T // 6/LI)AM POST FTYP) WEB FENCE(TYP)STAPLE 12NTEER Site,etails &SEED \ 0 1}f" 1 x" = TYPICAL STAPLES - Z O NO.11 GAUGE WIRE NOTES - K 0 1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6" DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING. 2,ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW. ELEVATION (3)EQUALLY Drawing Number SPACED TIES(TVP) `7 3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX.4 INCH OVERLAP WHERE 2 OR MORE STRIP WIDTHS ARE REQUIRED. C6.1 4.WHEN BLANKETS MUST BE SPLICED DOWN THE$WALE,PLACE UPPER BLANKET END NOTES OVER LOWER END WITH 6 INCH(MIN.)OVERLAP AND STAPLE BOTH TOGETHER. 1.INSTALL TREE PROTECTION FENCE AT THE DRIP S.METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. LINE OF EXISTING TREES TO REMAIN. o A 5 Q 6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1. -4 4^ }�>< Ha�sTUV':.€�(e Sheet of Erosion Control Blanket Slope Installation 10/20 Tree Protection Fence 1/16 So 6 11 F N.T.S. Source:VHB LD_680 N.T.S. Source:VHB LD_610 �., v vProject Number 11625.34 \\vhb\gbl\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534-DT.dwq O v 4`� s 1/2 DIA.STEEL(TYPJ PROVIDE BOTTOM RAIL FOR EDGE PROTECTION IF RAMP IS ADJACENT TO DROP OFF End View LOAM&SEED SURFACE OR TOP OF SOD MAT 1 Y"NOMINAL D 9"OD)GALVANIZED 12" STEEL POSTS AND RAILS(BOTH SIDES)12•• TREATMENT VARIES (MINT 30'(MAX) (MIN.) STEEL REINFORCED PRECAST S.MIN, 4 RYPJ 5'MIN. CONCRETE CURB VARIES 00vhb 4000 PSI CEMENT LEVEL LEVEL "(MAX.)CHAMFER 15%(MAX) X' LANCING LANDING CONCRETE IF LOCATED 1 Y^SUPERPAVE SURFACE COURSE-12.SMM IN LANDSCAPED AREA BIT.CONCRETE PAVEMENT 2Y"SUPERPAVE INTERMEDIATE COURSE-12.5MM �: t 0% IN,) AREA AREA TOP COURSE NY"MIN.) ;o 101 Walnut Street TALK COAT J PO Box 9151 SLOPE VARIES-\, GRIND SMOOTH SAWCUT 12"(MINT FROM FACE OF 7� -- HLL WELDS T. CURB IF SET IN EXISTING PAVEMENT VARIES Watertown,MA 02471 CURB FINISH I W NI.MESH c GRADE SIDEWALK 1- �- ,X,1.a w1.a 617.924.1770 112(MAX) 1 15(MAX) J COMPACTED 8"COMPACTED GRAVEL FLAT HEELS, 10(Ml`I) COMPACTED CENTER DEPTH GRAVEL REVEAL _ _�_" --� COMPACTED SUBGRADE (1Y"MAX STONE SIZE) SUBGRADE BORROW I HEAVY DUTY FLEXIBLE PAVEMENT SECTION T\\\ FINISH CORE DRILL AND SET RAILING `COMPACTED - 4000 PSI CEMENT CONCRETE PAVEMENT POSTS W/N0N-SHRINK EPDXY SUBGRADE BITUMINOUS CONCRETE PAVEMENT NOTES GROUT(TYPJ COMPACTED GRAVEL 1y"SUPERPAVE SURFACE COURSE-9.5MM 6 6 fi 04"MAX.STONE SIZE) 1X"SUPERPAVE INTERMEDIATE COURSE-9.5MM 1.CONCRETE FOR SIDEWALKS TO BE 4000 PSI AND FOR DRIVEWAYS (MIN) (MIN) (MIN) COMPACTED SUBGRADE 8"COMPACTED GRAVEL 5000 PSI.BOTH MIXES TO BE TYPE II,6%(1.5±)AIR ENTRAINED. 1Y,"BY 2Y"DOWEL SOCKETS (1Y"MAX STONE SIZE) 2.PROVIDE EXPANSION JOINTS AT MIN.30 FT.O.C.WITH PRE-FORMED SHALL BE FURNISHED AT ENDS EXPANSION JOINT FILLER&SEALER. OF ALL CURB SECTIONS TO COMPACTED SUBGRADE RECEIVEY"DIA.DOWEL 3,PROVIDE SAWCUT CONTROLJOINTS AT 6'O.C,OR AS NOTED ON NOTES PLANS. 1,FORADDITIONAL INFORMATION SEE 521 CMR 24.00 RAMPS. NOTES 4,PROVIDE MEDIUM BROOM FINISH IN DIRECTION PERPENDICULAR To CURB. 2,REFERTO SIDEWALK DETAIL FOR SIDEWALK CONSTRUCTION. PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. 5.ALL EXPOSED CONCRETE SURFACES SHALL BE SEALED WITH A SILANE-SILOXANE PRODUCT. Concrete Ramp with Handrails(Massachusetts) 2/20 Precast Concrete Curb(PCC) 3/20 Bituminous Concrete Sidewalk 3/20 Bituminous Concrete Pavement Sections 7/22 Concrete Sidewalk in Landscape Area 3/21 N.T.S. Source:VHB LD 764B N.T.S. Source:VHB LD 404 N.T.S. Source:VHB LD 422 N.T.S. Source:VHB REV LD 430 N.T.S. Source:VHB LD_426 II 13'(MIN.) 6 (SEE NOTE 1,1 6 LIGHT POLE&ANCHORING PROVIDE BASE COVER SYSTEM BY MFG. ROUNDED CONCRETE CAP AS FURNISHED MOLDED WOODEN CAP BY POLE MFG. ii 1"CHAMFER © o 3"GALVANIZED STEEL POSTS 1"X4"CEDAR BOARD WITH PRESSED DOME CAP(TY, CONCRETE FILL G LIGHT POLES BASES IN PARKING LOT TD 3"O.D.GALVANIZED STEEL PIPE w Q BE PAINTED YELLOW TYP. WITH PRESSED DOME CAP SCORE LINE( ) s g d4 HORIZONTAL TIES At 6"O.C. >o TOP 3'-D"OF FOUNDATION, 2"X4"CEDAR BACKING 6"DIA.SCHEDULE 40 STEEL PIPE Z z @ 12"O.C.BALANCE 2"X 4"CEDAR BACKING RAIL RAIL FASTENED WITH GALVANIZED - FILLED WITH CONCRETE.COLOR z g 8-#S VERTICAL-EQ.SPACED m z FASTENED WITH GALVANIZED u+ z ADJUSTABLE CLAMP ADJUSTABLE CLAMP ° SELECTED 6Y OWNER/ARCHITECT - PAINT PRIME AND FINISH COATS 3 Io FINISH GRADE(MATERIALS VARY) 1"X 6"CEDAR BOARDS TO BE COMPATIBLE WITH SH IPLAP JO INTS No EXTERIOR METAL SURFACES. 5000 PSI CEMENT 1"X 6"SHIP-LAPPED CONCRETE(TYPE IB 2 CEDAR BOARDS 6" M - - ry "TYP.COVER FINISH GRADE FINISH GRADE FINISHED GRADE 5,000 PSI CONCRETE, 6"CONCRETE PAD e SURFACE TREATMENT VARIES TYPE II CEMENT z z •; CONDUIT AND GROUND ROD 91 ` o CONNECT TO INSIDE METAL POLE 1p 5"X 5"STEEL POST � LH N v SEE ELECTRICAL PLAN FOR SIZE G"STEEL BOLLARD �-#4 @ 16" - © BOTH WAYS #4 REBAR - DOUBLE GATE 20' 20 APPROACH APRON COMPACTED z #5 REBAR ' _FF81TUMIN OUS OR GRAVEL _ 24"DIA.CONCRETE ENCASEMENT _ p p- CEMENT CONCRETE COMPACTED a 11'(M INJ SUBGRADE SECTION VIEW m r r BOLT LAYOUT ®- COMPACTED GRAVEL COMPACTED OR I I &MOUNTING PLAN VIEW UNDISTURBED 2'-0"(MIN.) PIP' URE AS 2"COVER SUBGRADE PER MFG.SPECS ON REBAR = SECTION PLAN NOTES NOTES 1.DUMPSTER PAD DIMENSIONS SHOWN AS MINIMUM.REFER COMPACTED SUBGRADE TO PLAN FOR ACTUAL DIMENSION. LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED ON FINAL POLE AND FIXTURE SELECTION AND 2.PAD DESIGNED FOR 6YARD DUMPSTER. GEOTECHNICAL SITE INVESTIGATION. Corner Development Dumpster Pad w/Enclosure 1/20 Bollard 12/19 Light Pole Foundation Detail(Up to 15'Pole) 5/23 Project at Merrimack N.T.S. Source:VHB LD_713 N.T.S. Source:VHB LD_700 N.T.S. Source:VHB LD_310A College 315 Turnpike St MUNICIPAL STANDARD HYDRANT North Andover,MA 01845 �r,ro PUMPER CONNECTION FINISH TO FACE ROAD. N. Revision Dated d. Z GRADE 3'TYPICAL(SEE NOTE 2,J OR TO MUNICIPAL STANDARD ,+ PAVED AREA FACE OF CURBING ) TRUNCATED DOMES o \ SEE APPLICABLE GATE VALVE WITH „✓F �.4" \ PAVEMENT SECTION LANDSCAPED AREA ADJUSTABLE RISER 2 s - BOXANDCOVER z rn TRUNCATED DOMES COMMON FILU PAVEMENT O QAREA OF COLORED SURFACE o00°°° cJJ�o °°0000 COMPACTED GRANULAR FILL ORDINARI'BORROIN SURFACE � ° SAWCUT N 2, RESTRAINED JOINTS 66 '1 ' N.3 BOTTOM OF RAMP TO BE LEVEL DEPTH AND SLRFACE Issued for Date No /� < TREATMENT VARIES NUMBER OF JOINTS TO RESTRAIN ON EITHER SIDE OF FITTING(BASED a BOTTOM OF RAMP TO BE LEVEL > FITTINGS ON 18-FOOT PIPE LENGTH) Local Approvals 9 WITH ADJACENT SURFACE. I� WITH ADJACENT SURFACE. sot �� SEE NOTE 9. August 17.2023 COMPACTED Z SEE NOTE 9. `� sue` BACICFILL - 90 DEGREE BEND 3 '9l- Joy AREA OF COLORED SURFACE 4S DEGREE BEND 2 O O z THRUST BLOCK-MIN. Q Pt O O o s \ ,O,-�I'"' WARNING TAPE BEARING 9 S.F., 22-112 DEGREE BEND 2 '' N l= O D 9" O O"�" 9 - - DO NOT BLOCK DRAIN. 2.35(TYP)^ O"O"O 0.9" TEE: (PLAN VIEW) (PROFILE) A-4 235"TYP. o N j 6'E DIA.PIPE 20"(MIN,) BRANCH 3 TRUNCATED DOMES (PLAN VIEV✓) (PROFILE) u UNDISTURBED DetailsSite 'DIMENSIONS ARE CENTER TO CENTER TRUNCATED DOMES EARTH OR RUN z NOTES o 2 o u¢ COMPACTED `DIMENSIONS ARE CENTER TO CENTER Om � - EMBANKMENT 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE LS HAND TAMPED LAUNCHING o (1%MIN-)- NOTES T COMPACTED BEDDING MECHANICAL Z 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1%MIN.). z JOINT(TYP) SHALL BE 5%. 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. m 12 COMPACTED K 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE (MIN) p TS`W 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 75%_ SUBGRADE N CONCRETE 18"X18"X6 NOTES 4.AM INIMUMOF 3FEETCLEARSHALLS,MAINTAINED,AT OBSTACLE 4. MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE IN ACCESSIBLE ROUTE(LE.,HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC). (I E,HYDRANTS,UTILITY POLES,TREE WELLS SIGNS,ETCJ. THRUST BLOCK CONCRETE BASE 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. NOTES COMPACTED CRUSHED STONE 1.PIPE WITH RESTRAINED JOINTS SHALL BE INSTALLED IN ALL AREAS WHERE THE PIPE IS WITHIN FILL SUBGRADE (M IN.Y C.Y.) MATERIALS AND ALSO AT LOCATIONS SHOWN ON THE DRAWINGS.RESTRAINED)DINTS SHALL BE Drawing Number a 6.RAMP,CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PODDING. 6,RAMP,CURB,AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PODDING. INSTALLED AT BENDS,REDUCERS,TEES,VALVES,DEAD ENDS,AND HVD RANTS,THE MINIMUM LENGTH 1.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH NOTES OF PIPE TO BE RESTRAINED ON EITHER SIDE OF THE JOINT SHALL BE AS SHOWN ON THE TABLE 7,SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 7,SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. DETENTION BASIN BERMS OR OTHER SUC H SPECIAL SECTIONS, ABOVE.THE FITTINGS OF THE NEW PIPING SHALL BE FOR RESTRAINED/DINTS,AS MARKED ON THE PLACE TRENCH 6ACKFILL WITH MATERIALS SIMILAR TO THE T AS SHOCONCRWN. USE THRUST MPS AN O TIE USED ONLY HER ACCEPTWHERE THEY CAN METH ON or REED EARTH 8,WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN N/IDYL(EXCLUDING CURBING)A 5' 8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN N/IDYL(EXCLUDING CURBING A 5'x 5'PASSING AREA DRAWINGS. x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 20C FEET. ) SPECIAL SECTION REQUIREMENTS. AS SHOWN.USE CLAMPS AND TIE RODS OR OTHER BLOCK METHOD OF JOINT RESTRAINT 9.ELIMINATE CURBING(OTHER THAN VERTICAL CURBING,WHICH SHALL BE SET FLUSH) WHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS. 2.NO RESTRAINING IS REQUIRED IN THE DIRECTION N THE EXISTING PIPE IF ONLY A SHORT LENGTH OF WHERE FIE ROADWAYS 9.ELIMINATE CURBING AT RAMP(OTHER THAN VERTICAL CURBING,WHICH SHALL BE SET FLUSH)WHERE IT 2.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. IT IS EXPOSED IN THE TRENCH FOR MAKING A CONNECTION. ABUTS ROADWAY. 2,HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALK C6.2 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WRH ADJOINING SURFACES. 3.COMPACTED GRANULAR FILL MAY CONSIST OF GRAVEL, PASSAGE WIDTH OF 3 FEET AT HYDRANT. jN up`W-y '^ 3.RESTRAINED JOINT ASSEM BLISS FOR PUSH-ON PIPE AND FITTINGS SHALL BE MADE IN STRICT $0, O 11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPEND ICL'LAR TO THE ACCESSIBLE Q 11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO ACCESSIBLE ROUTE. CRUSHED STONE,SAND,OR OTHER MATERIALAS APPROVED BY ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. 5 ROUTE. ENGINEER. 3.A36-INCH CLEAR SPACE BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE "z \ ^Ha�sTUY':.€4 N} HYDRANT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. ���`�-�., (�- Sheet of Accessible Curb Ram ACR T e'M-D' 12/20 Accessible Curb Ram ACR T e'A-D' 12/20 Utility Trench 11/19 Hydrant Construction 12/19 Restrained Joints for Water Pipe 3/20 7 11 P( ) YP P( ) YP tY Y P j c N.T.S. Source:VHB LD_512 N.T.S. Source:VHB LID_500 N.T.S. Source:VHB LD_300 N.T.S. Source:VHB LD_250 N.T.S. Source:VHB LD_261 v v vProject Number 11625.34 ~~_et­t\c.`JId\PI_~~~.T.dWg \\vhb\gb1\proj\Wat-UD\1 1625.34 Greystar P3 Deve1oprnert\cad\1d\P1anset\1 162534-LA.dwg E 0 00 10 CS Turnpike Street/Route 114 1 ARH 8 PVI 101 Walnut Street 13 RFV PO Box 9151 27 HHR Watertown,MA 02471 12 RFV 617.924.1770 58 PVI 6HL 10 Pvl-\ ---------- < 3 CCH LOAM&SEED,TYP LOAM& SEED,TYP 0O 10 RFV BENCH,TYP /-6 AA 20 RFV__ ------- 26 HLQ 18 EXISTING TREE TO 11 RFV V LOAM&SEED,TYP 19 PVI REMAIN PROPOSED 1 ARH LIGHT POLE,TYP MULCH,TYP BUILDING 1 EXISTING TREE 26"EXISTING TREE LOAM&SEED,TYP 9 PVI 4 HLQ 77,600 TOTAL GSF TO REMAIN TO REMAIN Q 4 LEVELS 1366 BEDS 31 CS 31 HHR EN 19 CS /�5 RFV HR LOAM&SEED,TYP 3SRS LOAM&SEED,TYP 3 ARH LIGHT 14 TO BOLLARD,TYP ,10 15 HHR LOAM&SEED,TYP 14 CS 4 TS-\ 30"EXISTING TREE 7 HLQ TO REMAIN A 12 HLQ 23 CS 11 CS 8 HHR 7 HHR-\ 9 RFV EN EN to PVI 18 CS EN 5 27 CS 7 HLQ W EN ?6 HHR 7 HLQ 6 -1 SRS 9 RFV 14 RFV 5 HHR�� 1z, 11 CS 12 RFV tAedtl' 18 HHR 15 HLQ 1 AS 23 PVI SCORED CONCRETE FEATURE CONCRETE CENTER 4 AA SEATING,TYP 3 SRS-/ LOAM&SEED,TYP LOAM&SEED 11 HLQ 23 HHR SCORED CONCRETE 14 C SECURITY BOLLARD TYP V S N 4 0 15 30 60 Feet 12 RFVEN t Q 9 RFV LOAM&SEED,TYP 1PROPOSED BUILDING 2 4 PLANT SCHEDULE 2 CCH 62,000 TOTAL GSF 74 HLQ Is S 4 LEVELS 174 BEDS 21 HHR DECIDUOUSTREES CODE QTY BOTANICAL NAME COMMON NAME SIZE Corner Development 12 CS 3 TS AA 10 Acer rubrum'Armstrong' Armstrong Red Maple 3-31/2 Project at Merrimack CAL. College '0 AS 2 Acer saccharum'Green Mountain' Green Mountain Sugar Maple 3-31/2"CAL. SRS 315 Turnpike St 1 AS EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE North Andover,MA 01845 3o Flyo LOAM&SEED,TYP v"- 5 o TO 19 Thuja occidentalis'Nigra' Dark American Arborvitae 6-7'HT. T TS 7 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 6-7'HT. FLOWERING TREES CODE CITY BOTANICAL NAME COMMON NAME SIZE w 1 CCH \ /\\/�\\y\�/\� ARIA 5 Amelanchier x grandiflora'Robin Hill' Robin Hill Apple Serviceberry 2-2 1/2 CAL. 0,"M I d f., Date Planting Notes 10.AREAS DESIGNATED"LOAM&SEED"SHALL RECEIVE MINIMUM 6"OF LOAM AND SPECIFIED SEED MIX.LAWNS OVER 2:1 SLOPE SHALL CCH 8 Crataegus crus-galli Thornless Cockspur Hawthorn 2-2 1/2 CAL. Local Approvals August 17,2023 BE PROTECTED WITH BIODEGRADABLE EROSION CONTROL FABRIC. 0) < 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, 11.ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS SRS 9 Syringa reticulate'Summer Snow' Summer Snow Japanese Tree Lilac 7-8'HT. DIRECTED BY OWNER'S REPRESENTATIVE. D­mq Titl� 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. 12.THIS PLAN IS INTENDED FOR PLANTING PURPOSES.REFER TO SITE CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE Landscape Plan INFORMATION. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE CS 190 Corpus sericea'Kelseyi' Red Twig Dogwood 5 GAL. 0 AREA.CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. Plant Maintenance Notes 4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS,AND IN ALL PLANTING BEDS, HLQ 169 Hydrangea paniculata'Little Quick Fire' Little Quick Fire Hydrangea 5 GAL. 0 UNLESS OTHERWISE INDICATED ON THE PLANS,OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS AND PLANTINGS.NO IRRIGATION IS PROPOSED FOR THIS SITE. 5. ALL TREES SHALL BE BALLED AND BURLAPPED,UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION,OR APPROVED BY THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS AND PLANTINGS DURING THE ONE YEAR PLANT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SIZE THE OWNER'S REPRESENTATIVE. GUARANTEE PERIOD. -,mg N-b,, HHR 196 Hernerocallis x'Happy Returns' Happy Returns Daylily #1 POT 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR,AND EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK.WATER 1,(;N 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN ON THE PLAN.THIS NUMBER SHALL TAKE PRECEDENCE I SHALL BE PROVIDED BY THE CONTRACTOR. IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON THE PLAN.THE CONTRACTOR SHALL o REPORT ANY DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO RFV 151 Rudbeckia fulgida Viette's Little Suzy' Black-eyed Susan #2 POT BIDDING. 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON,WHEN NATURAL RAINFALL IS BELOW ONE INCH PER WEEK,OR Ll.0 hb \\A WATERING SHALL OCCUR AT A MINIMUM OF 3X PER WEEK FOR THE FIRST TWO WEEKS THEN A MINIMUM OF 2X PER WEEK FOR THE FIRST 60 DAYS.MANUAL WATERING SHALL CONTINUE AFTER THE 60 DAYS ON AN AS NEEDED BASIS BUT 2X PER WEEK IS STILL 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE zr RECOMMENDED FOR THE FIRST ENTIRE GROWING SEASON BASED ON AMOUNT NOTED IN#4. OWNER'S REPRESENTATIVE. OV, PVI 145 Panicum virgaturn'Cheyenne Sky Red Switch Grass 2 GAL. NDSCIlk 9 11 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE"AMERICAN STANDARDS FOR NURSERY STOCK"BY THE ar 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT. AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. 8177123 5. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR GUARANTEE PERIOD.CONTRACTOR SHALL TURN 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. OVER MAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THAT TIME. P,,j,,t N,,,b,, 11625.34 \\vhb\gbI\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\PIanset\1162534-LA.dwg O v s HARDWOOD STAKES HARDWOOD STAKES OR DEADMEN(TYP.) OR DEADMEN(TYP.) TREE PIT TREE PIT Vhb FOOTBALL ROOTBALL TREE TIE 101 Walnut Street TREE TIE PO Box 9151 PLAN TRUNK Watertown,MA 02471 NYLON TREE TIE WEBBING PLAN TRUNK 617.924.1770 (LOOSELY TIED) PAINT TOP 6"OF STAKES ORANGE OR REFLECTIVE RED TAPE NYLON TREE TIE WEBBING 2"X2"X8'HARDWOOD STAKE (LOOSELY TIED) (2 STAKES PER TREE) (PLACE WITHIN 6"OF FOOTBALL) TRUNK FLARE SHALL BE SET 2" TREE SHALL BE SET PLUMB, ABOVE THE ESTABLISHED AFTER SETTLEMENT FINISHED GRADE 3"BARK MULCH,DO NOT PLACE MULCH WITHIN 3"OF TRUNK TRUNK FLARE SHALL BE COMPLETELY EXPOSED,SET 2"ABOVE THE ESTABLISHED 3'MULCH CIRCLE FINISH GRADE 3"BARK MULCH, DO NOT PLACE MULCH WITHIN 3"OF TRUNK 2"X2"HARDWOOD STAKE OR DEADMEN(2 STAKES PER TREE) SLOPE TO FORM 3 TIGHTEN AS SHOWN 3^ 3"HIGH SAUCER SLOPE TO FORM A PLANT BACKFILL MIXTURE. '1 3"HIGH SAUCER. y //'y / PLANT BACKFILL MIXTURE. \\ //✓j/✓ /T //\//\/ �� ✓�� UNTIE AND CUT AWAY BURLAP \✓� \� //\/✓\ ✓//✓ FROM Y OF FOOTBALL(MIN.); \/✓✓\ \// UNTIE AND CUT AWAY BURLAP 3 \✓�✓��/�� FROM%OF ROOTBALL(MIN.); IF SYNTHETIC WRAP IS USED, ✓////✓\,�\\j;\ IF SYNTHETIC WRAP IS USED, , REMOVE COMPLETELY /✓/✓/✓/✓/✓/✓/✓/✓ \\�✓�\�\�✓✓✓✓\. - ✓ice\/\/\/\/\/\/ Cc /�✓�//�ij�✓✓✓./ � ✓.✓✓i✓i✓i- REMOVE COMPLETELY SIT FOOTBALL ON EXISTING SIT FOOTBALL ON HOLE-THREE TIMES ROOTBALL DIAMETER UNDISTURBED SOIL OR ON EXISTING UNDISTURBED SOIL WITH SLOPED SIDES COMPACTED SUBGRADE OR ON COMPACTED SUBGRADE HOLE-THREE TIMES FOOTBALL DIAMETER WITH SLOPED SIDES Tree Planting(For Trees Under 4"Caliper) 9/21 Evergreen Tree Planting 9/21 N.T.S. Source:VHB LD 602 N.T.S. Source:VHB LD 604 PLANT SPACING EXCAVATE SHRUB BED TO TOP OF FOOTBALL 1 INCH Corner Development PLANT SPACING("A") ROW SPACING("B") "A" REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE 6 IN.O.C. 5 IN.O.C. WITH SPECIFIED SOIL MIX.SOIL MIX SHALL BE CONTINUOUS Project at Merrimack 8 IN.O.C. 7 IN.O.C. WITHIN EACH SHRUB BED 10 IN,O.C. 8%IN.O.C. SLOPE TO FORM SAUCER College 121N.O.C. 10Y IN.O.C. - �� Go °� 600 3"PINE BARK MULCH 315 Turnpike St 1S IN.O.G. 13 IN.O.C. - -9. DO NOT COVER STEMS 18 IN.O.C. 16 IN.O.C. 'e OR TRUNK North Andover,MA 01845 241N.O.0 21 IN.O.C. No. ae-�s�or, Date app�d. 30 IN.O.C. 26 IN.O.C. 0 36 IN.O.C. 30 IN.O.C. 'o � 48 IN.O.G. 42 IN.O.C. 54 IN.O.G. 48 IN.O.C. 60 IN.O.C. 54 IN.O.C. z✓ \ j\/ o 2"MULCH O N '\!/\\✓\\\\ /\\✓✓/i✓ \\\\\\\\ :ono✓o✓ ///✓////✓/i✓/i✓,\!i✓,✓✓✓✓//i/✓✓✓✓✓✓✓ \\✓✓//\//j.am/r/ i d toy ore / August st 17,2023!i\!i\ LocalApprovals FINISH GRADE a, ¢ _ SIT FOOTBALL ON EXISTING -6 z \//\//';':';:; i\/i\/i HOLE UNDISTURBED SOIL OR ON �_ \/\/........... PLANTING SOIL \... ...///// COMPACTED SUBGRADE ....................a. ii ii:a:.....:i:i;.::...////� THREETIMES FOOTBALLDIA. /:./::/::/::/.::/:./::./..�:/ CONTINUOUS IN BED ( Landscape WITH SLOPED SIDES) UNTIE AND ROLL BACK BURLAP o FROM%(MIN.)OF FOOTBALL; IF SYNTHETIC WRAP IS USED, x UNDISTURBED OR REMOVE COMPLETELY. COMPACTED SUBGRADE 3 0 NOTES QDrawing Number 1. LOOSEN ROOTS AT THE OUTER EDGE o "R(t OF ROOTBALL OF CONTAINER GROWN SHRUBS. L2.0 0 Perennial and Ornamental Grass Planting 9/21 Shrub Bed Planting 1/16 heat or N.T.S. Source:VHB LD_602 N.T.S. Source:VHB LD_601 °'',, bQSGA?ti 10 11 rrrrr��ii��3 Project Number 11625.34 \\vhb\gbl\proj\Wat-LD\11625.34 Greystar P3 Deve1opment\cad\Id\P1anset\1162534-LA.dwg O v s ®..=_ - Turnpike Street/Route 114 01 r , 101 Walnut St reet i z m PO Box9151 w SIGN&STATUE o { ;� '; - ; �'; Watertown,MA 02471 LIGHTING c�a • • • - G A � 617.924.1770 E PROPOSED +a�voLE,TYP BUILDING 1 77,600 TOTAL GSF — �` '1 `` \� EN 4 LEVELS 1 366 BEDS .f i �'� 0 JI _ w LIGHT WALL SCONCE LIGHTING AT �i -`� _,'``•`{ /, \ ` BOLLARD,TYP ALL ENTRANCES,SEE ' r ARCHITECTS PLANS,TYP I EN E a EN EN -_ \\ 4iA/ 5 s� 3 t 1 x � .v Dry z � [ , f A — — — .` �.� L O BUILT-INS W/ " STRIP SPRING CITY LIGHT POLE/FIXTURE x_ 'PROPOSED ✓/' — . a,. BUILDING 2 ' r —1 62,000 TOTAL GSF 4 LEVELS 174 BEDS r� aa.•ap„E.e•N.eoaM s rt � ( p r L � 0 15 30 60 Feet (rr .. , N f u t t RAILINGS W/ r, BUILT-IN LED STRIP _ - Corner Development t Merrimack Project a f , College , , r 315 Turnpike St e 3 North Andover,MA 01845 ae�-.s.on Date app�d. o ILLUMINATED BOLLARDS MODEL U HE.SANNH�AP"h.. e - - u _ m Issuad tar Date ~" 7 s� Local VaIS August 17,2023 _ M _ Approvals ISflFQQTGAN4LE PLAT{350'300flt'vrAJQG#t LEQk t a \\` a - _ 12 '� • Helio light bollards by Form and Surfaces or approved local. • Crash rated. t -a • Stainless steel. !e j -" ItLighting Plan WALL SCONCE p it�t _J Y' 4 3 I, F r ate, 8 V CC 28 48 SL1.0 h) M3 o-Evx zcz40 cR r DP cu s chF�6h 4 pasuc lens enclosure, LghL r 08' m�e 'F «- hb .a..,_ - 3 b gr-L�-Id Egs s[ Wmens Per Lamp NA(bs ph tam M mwpretl pD ycah d—ry-d" refiectpr L -L s Bt78 •,� - 4wnYa LEOsw Lh dear p.asY'c apt cs below ead, M gH Igh 1Q00ft —340 rc �'•a,� • Campus standard light pole with banners by Spring City a,angeme^c sngle '�9•• .150a•'•��`,+ or approved equal. ..CA�q,\•� meet or NDSur illi%%` 11 11 8117123 Project Number 11625.34 \\vhb mm\gbl\pr q\WaL-LD\1162S.C9\cad\sr\planseR11625.G9-EXIST-ALLJwg General Notes o V 1) THE PROPERTY LIVES SHOWN ON THIS PLAN ARE 3ASED UPON AN ACTUAL FIELD SURVEY S CORDUCTED BY\'ARIASSE HANGEN BRUSTLIN,INC.IR AUGLST,203 AND FROM DEEDS AIID:LANS OFRECORD. 2) THE EXI TING CORDITIONS EHO'P/N ON THIS PLAN AR-BASED UPON AN ACTLA-ON-THE-GROUND lot INSTRUMENT SUR El PERFORMED B)'VANASSE HANGEN BRUSTLIN,INC.BETWEEN APRIL AND MARCH S016 AND UPDATED AGAIN IN APRIL,2019. THE LOCATIONS OF 1XItiTING UNDERGROUND UTILITIES SHOWN ON THIS PLAII ARE BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD,THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT\VARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHCVVN ON THIS PLAN 4) HORIZONTAL TATUM IS BASED ON MASS.GRID SYSTEM,NAD'983.ELEVATIONS+10WN ON THIS PLAN REFER TO RIA\LD 5; THE TREE SYMBOL OUTLINE SHOW ON THIS PLAN DOES NOT REPRESENT THE ACTUAL TREE 9�/9 101 Walnut Street CANOPY. �� PO Box 9151 6) THIS PLAY WAS COMPLETED\VITHOUT THE BENEFIT TITLE COMMITMENT Watertown,MA 02471 617.924.1770 Legend DRAIN MANHOLE ® CATCI I BASIN S)SEWER MANHOLE O ELEc-RIC IdANHOLE TURNPIKE STREET o TELEPHONEMANHLLE O MANHOLE (PUBLIC WAY) H❑ HAND HOLE G OO WATER GATE t <7S FIRE HYDRANT ® GAS GATE \ VE m 4J1 3?Ll E STREETY16N IGHT f STREET SIGN POLE � -o-UTILITY POLE T" TOE 1 0-CITY POLE DRILL HOLE/\ wL 8-rRZr h G IJYWIRE (FOUND; \ \ -11569 ®MONITORIRIG)/JFII FLOOD LIGHT \o OW WELL .Ir. MARSH Al BENCH/IhRK ' F F.E.=45.27' GO \ FI LIGHT POLE BASE N NISHED FLOOR EL-ATION _ CHESELSO3327 � SET NIJO NOULDNOTOPERI LL� PIPE)VISIBLE DYL DO J LE YELLOW LIN- D L SIN.-,LE SYL VLINE 7 f ra_1"fK P7911 "'� -ti "' Diu- Rcr r,) _EL; ) I� E,f, LEA LANDS( AREA s 818 p CC ——EDGE OF PAVEMENT CONc BETE CURB J 2 O a r VFFTV AI GRANITE�.:1.IRB c, w 3-13191 -153 32 oc o� u 2-03934 9 SLOPE[G 4NITE EDGE ED"] � � /� BI U)INUUti BER,i o I _ o� e BIZIR INOUS JRB c ac cy ra �,� - - - GUARDRAIL CHAIN LINT:FENCE v DRAIN H i P ,r=Ct- \....\\\v -..\ �Ha————SEAE A(=E LINE G 1 O_1 rrec \ I�?Ear c9,i f,�FE , R LINE \ CVERHEAD WIRE �cc\\\ a I1 ,rr UNDERGROLND EL=CTRIC off ' r—TELEPHONE LINE \\ \\\ GAS LINE o w \ WATER LINE \` =1 PPP-) Y` p o00000o STONE WALL / Pia) � �` r L ,rn= --rD 6Pw _ ..��,� ST - TREE LINE - -•,r- R_z�,ae - s N_HM�r< b';� `� ® k o: as 10,4T BLFFER7(lNE + r- ?A 10;FTRI\ERFR,)NTAREA cl 2° \ eu r> �,--,,., _ n «or;: L�IIFTFI\ERFRONTA P I (, f..T'c- o ' -._a <.)Ff(C T i:.� /. �' T.. n'-1JJ L WATER _ -u .,,N271212E , "< s H.O. ��t® [ .Fi-ir.�., LIMIITOFPBANI<IHL IP,H,J,TER 10 a f f.- H8.72 wF- P i,L p V r Corner DevelopmentE �ET ANC PCUIIDAR`l �o ro I 7 xwLO - NF N �1 \ MERRIP4ACKCOLLEGE =G Project at Merrimack \ MAP 24,LOT 29 BOOK 13727,PACE � 01 � �, f Colle9 e o LL FF r 51 315 Turnpike Street P L,9zf P9, oR'P;,P I F F;S 5" North Andover,Massachusetts a, oHW 2179 5RCF rfaV) Ff r \n ➢f ;r ,9 P r r 70) 7 AUSTIN HAL «_,F.1,, Re„=on gate »p d. _ (FEy `/ I 9 E'F J;P C 58: \ FFE- �— _ J us R I. D P,c API I N 2701212 E »a�op,oc° 28I?9 ..7 E t OD H ✓ ON:IRE O ` o s D) r° ror Dare 1r, f a .P 1:J: r I.'�f :« �t, f u rr„ August 15.2023 OH4F/ or.r N 1"iPEE Fr'i r ''T" 4 5...1—J`ecJ N/F r) r 'y3 ,r N. tip' � P RFI FIAt"COLLEGE l�Tl / iNC.BOI.,ND o :s,:-9 I ,,"i yPCFE nra v,� �mikk,r �,r,F_ -„ ,.... \.'r [i�.rs.F P,,'•I6 L c.P P�'. L BOOK'/2',PAGE t q Ye FO JNDI M1' " I v F • • • itions ;tt a „a o 0 Plan of Land s. ^ ° D Err r. + a s'ra OXr _ D a P P�' I= I 1 L aw aL I i N P " 4 r,+ ,. -'�- _ ' ., ping N—ber r. 7e,1 17 P i2 �' o - I rcaa ay aP tF°m w " m N E C5�7 I� r8 RCP(P O f ATTITI R&A/ARIAw ILEON a t � .. m MAP @'LOT49 'Far D ,r a �i �,. ,.Don� - k('Y4/4 QF- �� � V-1 ` 1 RUSSELL J.1 iT 40 0 40 8D € r` BOUSQUEr j j.'==� J NO 35383 fn. Sheet of G SCALE IN FEET 1 1 .Q _ 13rR f #t ` Praje Number 8/15/2023 11625.09