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HomeMy WebLinkAbout2024/02/20 - Site Plans - - S*Ite ans ............................................... ............................................... ................................... ::::::::::::::::::::::::::::::: »»»»»»»»»»»»»»»»»»»»»> \.\` 125 SITE I\�"V\\\ K, 000 25 -e �4P, � ok �� \\\ -`.. \. \ .F: 101 Walnut Street v ..emu';: ..st:� \- �. -\:, \ \\ \a\»a \ �� e ;>,, y a..�:. �. \�: � ����� � ate. \ ,y:� PO BOX9151 \vim\Y. �. \� \ � � \ Watertown,MA 02471 _ , : .ems ... .. 617.924.1770 ANN- ONO \ -` Structural Engineer Construction Manager H O Structural Engineering Gre star Development East LLC �. "ON F,.- �a_, ,�� \� � �, ��. \ �.� o�\ \,a�� � �� �� Summer St. 1 Federal St. Suite 1600 Suite 1804 Applicant: Boston,MA 02110 Boston,MA 02110 617.938.3349 857.254.1325 Owner Sheetindex Reference Drawings Merrimack College No. Drawing Title Latest Issue No. Drawing Title Latest Issue MEP Engineer Architect BLW Engineers,Inc. Cube3 315 Turnpike Street C1.0 Legend and General Notes February 20,2024 Sv-1 Existing Conditions Plan of Land August 15,2023 311 Great Rd. 370 Merrimack Street North Andover,MA 01845 C2.0 Site Preparation and Erosion Control Plan February 20,2024 P.O.Box 1551 Suite 337 C3.0 Layout and Materials Plan February 20,2024 Littleton,MA 01460 Lawrence,MA 01843 C4.0 Grading and Drainage Plan February 20,2024 978.486.4301 978.989.9900 Developer C5.0 Utility Plan February 20,2024 C6.1-C6.3 Site Details February 20,2024 Geotechnical Engineer Greystar Development East,LLC GeoEngineers L1.0 Landscape Plan February 20,2024 239 Causeway Street 1 Federal Street Y L2.1-L2.2 Landscape Details February 20,2024 R Suite 105 Suite 1804 SL1.0 Lighting Plan February 20,2024 Boston,MA 02114 Boston,MA 02110 617.749.9220 a > a O v m Legal Counsel Y Assessor's Map: 255 Mark B.Johnson,Esquire 3 Johnson&Borenstein,LLC Lot: 13 12 Chestnut St Andover,MA 01810 o N ao Z 978.475.4488 Cq o N O Q O w M>2 O N O u w E= o> m v o a 4 a m Q `n m N V J �O Q J i 2 w a a m°1 2!A \\Vhb\gbl\prof\Wat-LD\l1625.34 Greystar P3 Development\cad\Id\Planset\1162534-LG.dwg O v s Legend Abbreviations Notes Exist. Prop. Exist. Prop. General General Demolition 0-0 ---- PROPERTY LINE CONCRETE SIDEWALK ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY"DIG-SAFE"(1-888-344-7233)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF ACR ACCESSIBLE CURB RAMP WORK INCLUDING BUILDINGS,STRUCTURES,PAVEMENTS,SLABS,CURBING,FENCES,UTILITY POLES,SIGNS,ETC. PROJECT LIMIT LINE STANDARD BITUMINOUS CONCRETE PAVEMENT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES SHALL UNLESS INDICATED OTHERWISE ON THE DRAWINGS.REMOVE AND DISPOSE OF EXISTING UTILITIES, DUTY BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE ---- RIGHT-OF-WAY/PROPERTY LINE BITUMINOUS CONCRETE PAVEMENT ADJ ADJUST PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. HEAVY DUTY 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN vhb --- --- EASEMENT APPROX APPROXIMATE CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS 2. EXISTING UTILITIES SHALL BE TERMINATED,UNLESS OTHERWISE NOTED,IN CONFORMANCE WITH LOCAL,STATE BUILDING SETBACK LLvi CRUSHED STONE BIT BITUMINOUS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT). AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS.THE CONTRACTOR SHALL 101 Walnut Street COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. PARKING SETBACK BUILDINGS 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, PO BOX 9151 BS BOTTOM OF SLOPE PAVEMENTS,WALKS,ETC.)SHALL RECEIVE 6 INCHES LOAM AND SEED. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE -- i i BASELINE LANDSCAPE AREA AND LOCAL REGULATIONS,ORDINANCES AND STATUTES. Watertown,MA 02471 SWILL BROKEN WHITE LANE LINE S. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM EARTHWORK CONSTRUCTION LAYOUT >D RIPRAP OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE 617.924.1770 CONC CONCRETE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF ----- ----- ZONING LINE °o°o CONSTRUCTION EXIT 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.WORK DEMOLITION.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION DYCL DOUBLE YELLOW CENTER LINE WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO --- --- TOWN LINE 27.35 TCx TOP OF CURB ELEVATION DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS APPROX.PROJECT LIMITS EL ELEVATION RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK. 26.85 BCx BOTTOM OF CURB ELEVATION 7. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND ELEV ELEVATION APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS,THE ENGINEER HAS LIMIT OF DISTURBANCE 132.75x SPOT ELEVATION EX EXISTING INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS.DO NOT CLOSE NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,DISCOVERY, 45.0 TWx OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. REMOVAL,ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS,TOXIC WASTES OR POLLUTANTS AT THE WETLAND LINE WITH FLAG 38.5 BW TOP&BOTTOM OF WALL ELEVATION PROJECT SITE.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS,DAMAGE,EXPENSE, t� FDN FOUNDATION 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC DELAY,INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL FLOODPLAIN BORING LOCATION CONTROL DEVICES. INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. FEE FIRST FLOOR ELEVATION MOREOVER,THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO BORDERING LAND SUBJECT TEST PIT LOCATION 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE,DISCOVERY,REMOVAL,ABATEMENT ELSE TO FLOODING 0 Mw GRAN GRANITE MONITORING WELL RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. '2 WETLAND BUFFER ZONE GTD GRADE TO DRAIN 10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE `DZ NO DISTURB ZONE „u UNDERDRAIN ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR Erosion Control LA LANDSCAPE AREA OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID l& DRAIN FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE 207RA 200'RVERFRONT AREA _ LOD LIMIT OF DISTURBANCE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED ROOF DRAIN IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROTECT. GRAVEL ROAD ..................................... `G MAX MAXIMUM 11.CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE SEWER RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES EVERY 14 DAYS AND SHALL -- EOP EDGE OF PAVEMENT ---- --- FORCE MAIN MIN MINIMUM ALSO INSPECT SITES WITHIN 24 HOURS OF 0.25 INCHES OF PRECIPITATION EVENTS OR GREATER OVER 24 12.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO HOURS,OR WITHIN 24 HOURS OF A DISCHARGE THAT OCCURRED DUE TO SNOWMELT FROM 3.25 INCHES OR BB BITUMINOUS BERM ---- --- OHW OVERHEAD WIRE NIC NOT IN CONTRACT ADDITIONAL COST TO OWNER. GREATER OF SNOW ACCUMULATION.THE CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION.CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT BC BITUMINOUS CURB -- -- 6'W WATER NTS NOT TO SCALE 13.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE SUCH THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. CC IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO CONCRETE CURB 4"FP FIRE PROTECTION PERF PERFORATED COST TO OWNER. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION CG CURB AND GUTTER GAS SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, PROP PROPOSED 14.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES CONSTRUCTION WIND,OR DIRECT DEPOSIT. ECC EXTRUDED CONCRETE CURB E ELECTRIC GENERAL PERMIT(CGP)PROGRAM AND EPA JURISDICTION.PRIOR TO THE START OF CONSTRUCTION REM REMOVE CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER POLLUTION 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED MCC MONOLITHIC CONCRETE CURB 5TM- STEAM PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS.CONTRACTOR SHALL CONFIRM THE FORA MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT RET RETAIN OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. EROSION. FCC PRECAST CONIC.CURB TELEPHONE SCE -- -- FA FIRE ALARM R&D REMOVE AND DISPOSE 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, SLOPED GRAN.EDGING Utilities CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND UGC -A-v CABLE TV R&R REMOVE AND RESET DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. - - VERT.GRAN.CURB 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION LIMIT OF CURB TYPE R&S REMOVE AND STORE ONLY.THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS - CATCH BASIN CONCENTRIC SHOWN ON THE PLANS.THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, Existing Conditions Information SAWCUT SWEL SOLID WHITE EDGE LINE SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES,NOR DOES IT GUARANTEE AGAINST THE ' CATCH BASIN ECCENTRIC POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS.PRIOR TO 1. REFERENCE PLAN:THE PROPERTY LINES AND EXISTING CONDITIONS SHOWN ARE BASED ON''EXISTING SWILL SOLID WHITE LANE LINE ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE CONDITIONS PLAN OF LAND",PREPARED BY VHB,DATED AUGUST 15,2023.THE PROPERTY LINES SHOWN WERE DOUBLE CATCH BASIN CONCENTRIC THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY VHB,AND FROM PLANS OF RECORD.THE BUILDING TS TOP OF SLOPE SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE ' DOUBLE CATCH BASIN ECCENTRIC ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY, GROUND BY VHB BETWEEN APRILAND MARCH,2016,APRIL,2021,AND UPDATED AGAIN IN JUNE 2023. �EN BUILDING ENTRANCE TYP TYPICAL GUTTER INLET LD LOADING DOCK 2. WHERE AN EXISTING UTILITY 15 FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS A. DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY:VHB IN JANUARV i DRAIN MANHOLE CONCENTRIC Utility DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, 2022 EG EGRESS ONLY ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE i DRAIN MANHOLE ECCENTRIC CB CATCH BASIN CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE B. FLAGS MARKING THE WETLANDS WERE LOCATED BY:VHB IN JANUARY 2022 ME MECHANICAL ROOM RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL TRENCH DRAIN CMP CORRUGATED METAL PIPE WORK RELEASES OWNER FROM OBLIGATIONS FORADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE 2. TOPOGRAPHY:ELEVATIONS ARE BASED ON NAVD 1988. • BOLLARD _ WARRANTED TO RESOLVE THE CONFLICT. -- - PLUG OR CAP LIGHT BOLLARD CO CLEANOUT 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED FROM LW ;0 CLEANOUT 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH ELEVATIONS "GEOTECHNICAL ENGINEERING REPORT CORNER DEVELOPMENT AT MERRIMACK COLLEGE NORTH ANDOVER, 0 DUMPSTER PAD c DCB DOUBLE CATCH BASIN ON THE GRADING AND UTILITY PLANS. MASSACHUSETTS FOR GREYSTAR DEVELOPMENT EAST,LLC"PREPARED BY GEOENGINEERS AND DATED SIGN FLARED END SECTION OCTOBER 24,2023. DMH DRAIN MANHOLE 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND DOUBLE SIGN HEADWALL TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS,ARE APPROXIMATE AND SHALL BE CIP CAST IRON PIPE SET/RESET AS FOLLOWS: Document Use SEWER MANHOLE CONCENTRIC COND C0NDUIT A. PAVEMENTS AND CONCRETE SURFACES:FLUSH 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE,AND -- -- - STEEL GUARDRAIL , SEWER MANHOLE ECCENTRIC SHALL NOT BE USED,IN WHOLE OR IN PART,FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED '✓ - -- WOOD GUARDRAIL DIP DUCTILE IRON PIPE B. ALL SURFACES ALONG ACCESSIBLE ROUTES:FLUSH WITHOUT THE EXPRESSED,WRITTEN CONSENT OF VHB.ANY UNAUTHORIZED USE,REUSE,MODIFICATION OR PLUG OR CAP ALTERATION,INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE L15ER'S SOLE RISK Corner Development FE5 FLARED END SECTION C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SURROUNDING WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. CS AREA AND TAPER EARTH TO THE RIM ELEVATION. Merrimack PATH © CURB STOP&BOX FM FORCE MAIN 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,SPECIFICATIONS,AND DATA • �� wV 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY FILES THAT ARE OBTAINED FROM THE DESIGNERS,BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN Project ErY-Y`('y1 TREE LINE - WATER VALVE&BOX F&G FRAME AND GRATE SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF x- WIRE FENCE MY TAPPING SLEEVE,VALVE&BOX RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.).FINAL DESIGN LOADS AND THE CONTRACT DOCUMENTS. College F&C FRAME AND COVER LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. -- - FENCE � 'IV FIRE DEPARTMENT CONNECTION 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY Hro GI GUTTER INLET 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS.THE CONTRACTOR SHALL REFER -- �� STOCKADE FENCE -9� FIRE HYDRANT RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM,AND TO THE DETAIL SHEET DIMENSIONS,MANUFACTURERS'LITERATURE,SHOP DRAWINGS AND FIELD 315 Turnpike St wM GT GREASE TRAP ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. STONE WALL WATER METER COMPANY. North AndOVer,MA 01845 PTV HOPE HIGH DENSITY POLYETHYLENE PIPE As-Built Documentation RETAINING WALL POST INDICATOR VALVE 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: Nr•, a....... wte ",.d. -- --- STREAM/POND/WATER COURSE ;,,? WATER WELL HH HANDHOLE 1. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AS-BUILT CAD AND PDF DRAWINGS PREPARED AND 3 Minor Modiecat�ons 02/20/2024 JWK A. WATER PIPES SHALL BE DUCTILE IRON(DI)PIPE CERTIFIED BY A REGISTERED LAND SURVEYOR,FOR ALL UNDERGROUND UTILITIES INSTALLED UNDER THIS o DETENTION BASIN -- C PLUG OR CAP HW HEADWALL PROJECT,AS WELL AS ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION.AS-BUILTS SHALL o B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC)SEWER PIPE DOCUMENT THE COMPLETE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITY SYSTEMS,AND INCLUDE HAY BALES GAS GATE HYD HYDRANT ELEVATIONS AND SWING TIES FOR ALL PIPES,STRUCTURES AND APPURTENANCES INCLUDING,BUT NOT C. STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE(HOPE)PIPE LIMITED TO,UTILITY BENDS,TEES,GATE VALVES,WYE CONNECTIONS,BUILDING SERVICE CONNECTIONS, X( SILT FENCE GAS METER INV INVERT ELEVATION MANHOLES,CLEANOUTS,ETC.AS-BUILT DRAWINGS SHALL IDENTIFY SIZES,MATERIALS AND D.PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE INVERTS/ELEVATIONS OF ALL PIPES AND STRUCTURES. Q c __� SILT SOCK/STRAW WATTLE PLUG OR CAP 1= INVERT ELEVATION APPLICABLE,CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO m TREE PROTECTION BEGINNING WORK. Land-Use Permit Requirements ENH LP LIGHT POLE ELECTRIC MANHOLE B. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, 1. CONTRACTOR SHALL SHALL CONFORM TO ALL PERMIT REQUIREMENTS AS REFERENCED IN THE CONTRACT 66 TREE REMOVAL EM INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORI<RELATED ITEMS SUCH AS PULL BOXES, DOCUMENTS,INCLUDING BUT NOT NECESSARILY LIMITED TO THE FOLLOWING LAND-USE APPROVALS: o ELECTRIC METER MES METAL END SECTION �\ o CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS.SITE CONTRACTOR SHALL FURNISH issued To, Date PIV POST INDICATOR VALVE CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE A. NOTICE OF DECISION-LIMITED SITE PLAN REVIEW,ISSUED BY THE TOWN OF NORTH ANDOVER PLANNING August 17,2023 -4- MINOR CONTOUR LIGHT POLE DRAWINGS. B0ARD AND DATED DECEMBER 5,2023. Local Approvals g -20- MAJOR CONTOUR ® IN GROUND WELL LIGHT PWW PAVED WATER WAY 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S B. NOTICE OF DECISION-VARIANCE PETITION#2023-12,ISSUED BY THE TOWN OF NORTH ANDOVER m ® PVC POLYVINYLCHLORIDE PIPE REQUIREMENTS. ZONING BOARD OF APPEALS AND CERTIFIED ON DECEMBER 20,2023. 10 PARKING COUNT REMOVE LIGHT POLE RCP REINFORCED CONCRETE PIPE 10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY THE C. MAKSDCT STATE HIGHWAYACCESS PERMIT -6 C10 COMPACT PARKING STALLS TELEPHONE MANHOLE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL R- RIM ELEVATION STANDARDS.FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE D. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)2022 CONSTRUCTION GENERAL PERMIT, BYL ❑T TRANSFORMER PAD 5 FEET. TO BE FILED WITH THE ENVIRONMENTAL PROTECTION AGENCY(EPA)AS NEEDED HEREIN. -a - - DOUBLE YELLOW LINE y SL RIM- RIM ELEVATION d STOP LINE -�- UTILITY POLE Layout and Materials Z SMH SEWER MANHOLE O CROSSWALK � GUY POLE 1. DIMENSIONS ARE FROM THE FACE OF CURB,FACE OF BUILDING,FACE OF WALL,AND CENTER LINE OF it TSV TAPPING SLEEVE,VALVE AND BOX PAVEMENT MARKINGS,UNLESS OTHERWISE NOTED. 0 ® ACCESSIBLE CURB RAMP GUY WIRE&ANCHOR ACCESSIBLE PARKING HH UG UNDERGROUND 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. o HAND HOLE PB UP UTILITY POLE 3. CURBING SHALL BE PRECAST VERTICAL GRANITE CURB(VGC)WITHIN THE SITE UNLESS OTHERWISE INDICATED VAN-ACCESSIBLE PARKING p ON THE PLANS. D-fi,N-b,, PULL BOX 0 DETECTABLE WARNING C PLUG OR CAP VIE VERIFY IN FIELD 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE N BUILDING,INCLUDING SIDEWALKS,RAMPS,BUILDING ENTRANCES,STAIRWAYS,UTILITY PENETRATIONS, BLIIEPHONE CONCRETE DOOR PADS,COMPACTOR PAD,LOADING DOCKS,BOLLARDS,ETC. _Match Line 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING See Sheet C'i z1- MATCHLINE CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LAND SURVEYOR. C 1 O 6. PRIOR TO START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT sheet of INTERFACE WITH PROPOSED PAVEMENTS,AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE -6 OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES, 1 12 m -a 3 P,aje N�be, 11625.34 \\Vhb\gbl\prof\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534 PREP.dwg a V Turnpike Street/Route 114 R&S POST AND RAIL FENCE', 101 Walnut Street PO Box 9151 ow 02471 Watertown, 617.924.1770 v� 6 o DRILL HOLE ' R&S EXISTING"M ERRIMACK (FOUND) COLLEGE"SIGN I � 10"EXISTING TREE 8"EXISTING TREE 26"EXISTING TREE TO REMOVE TO REMAIN TO REMAIN I \\\ x TREE PROTECTION FENCE(TYP) XXx 18"EXISTING TREE TO REMAIN X 42"EXISTING TREE R&S POST AND ® 24 PINE TO REMOVE O TO REMOVE Y2AIL FENCE APPROX LIMITS .e REMOVE EXISTING WOODEN >( ' X REMOVE EXISTING LIGHTPOLE(TYP) 1c POST AND RAIL FENCE 26"EXISTING 20"EXISTING TREE TREE TO BE TO REMOVE REMOVED REMOVE AND PROTECT EXISTING O3 X y X� STATUE,TO BE RELOCATED .� ? Xx 0 a OL X REMOVE EXISTING WOODEN 2, k��t :, 30"EXISTING TREE X POST AND RAIL FENCE A STABILIZED \o91, :� SILTSOCK/SILTFENCE BARRIER(TYP) 19 TO REMAIN CONSTRUCTION EXIT e XXX vhb 1 32"EXISTIN:T1EE),.X)" x r��e ® 40"EXISTING TREE TO REMOVE x%XX7{XXXx MeaLl,a D ?' TO REMOVE VERIFY IN FIELD ' T.X - TO EXISTING TREE X XX,)CXJC% ` TO REMOVE XXXXX'3FXX%�KX �•, XXX3fXXXXXX 0 I ' CUT AND CAP ®, REMOVE EXISTING UTILITY(TVP) X EXISTING 6�'RCP \' DRAIN PIPE O �► ` 48"EXISTING TREE TO REMOVE \ 32"EXISTING TREE £ TO BE REMOVED / :.� X 1000, - ` 16"EXISTING TREE _ a = TO BE REMOVED 1000, Q1 0 15 30 60 Feet 20"EXISTING PINE REMOVE EXISTING TREE TO BE REMOVED PAVEMENT € , 1 I REMOVE EXISTING AREA DRAIN NSF h O MERRIMACK COLLEGE Corner Development MAP 24,LOT 29 ` CUT AND CAP 10"EXISTING PINE AT MANHOLE EXISTING TREE INVENTORY Project 1.Merrimack BOOK 13727,PAGE 8 TREE TO BE REMOVED EVERGREEN;;. CODE SCIENTIFIC NAME COMMON NAME DECIDUOUS VS CALIPER SIZE REMOVED PROTECTED/ College Acer saccharum Sugar Maple Deciduous 42" Removed rnplk 315 Tu a St Acer platanoides Crimson King Maple Deciduous 0 r' 0 'Crimson King' 20" Removed North Andover,MA 01845 �K>KX,�KXK ..� REMOVE EXISTING PAVEMENT 16"EXISTING TREE TO Q3 Acer saccharum Sugar Maple Deciduous 32" Removed " ae�i o" °ate app�d. BE REMOVED --. 3 Minor Modifications 02/20/2024 tWK 22"EXISTING TREE id Crimson Deciduous TO REMOVE s ;�x��x- ® 'Crimson King' King Maple g Removed I' s C D 2 T k ' STAByLIZEiSCONSTRUCTION EXIT Fagus sylvatica Beech Tree Deciduous 46" Removed Pinus strobus White Pine Evergreen 24' Removed �e Acer platanoides Crimson King Maple Deciduous 22" Removed O SILTSACK SEDIMENT TRAP(TYP) 'Crimson King' Prunus avium Cherry Tree Deciduous 10" Removed Pinus strobus White Pine Evergreen 20" Removed �\ ON PIPE 10 Fraxinus ornus Ash Tree Deciduous 16" Removed issued for Date N (FOUND) Local Approvals August 17,2023 N w o �� - 11 Acer saccharum Sugar Maple Deciduous 16" Removed ry Acer saccharum Sugar Maple Deciduous 32" Removed a \,.y ;'' 13 Fe us s Ivatica Beech Tree Deciduous 26" Removed Acer saccharum Sugar Maple Deciduous 10" Removed m N/F Acer saccharum Sugar Maple Deciduous 18" Protected Site Preparation and MERRIMACK COLLEGE � .` ONG.BOUND Acer saccharum Sugar Maple Deciduous 8" ProtectedErosion Control Plan o ! CENTER /'/Q\' - Q Acer saccharum Sugar Maple Deciduous 26" Protected MAP 2,LOT 50 A cs z h 0 BOOK 2727,PAGE 8 !(FOUNN ey wp� 18 Acer saccharum Sugar Maple Deciduous 30" Protected . ';' '✓ _ �.a \�a�, Sugar Maple 19 Acer saccharum Deciduous 40" Removed M� Notes ::. � �:� �; '- 1. CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF E LIMIT OF WORK SHALL BE FITTED WITH,�� I THE o �:, ,,,: SEDIMENT TRAPS UNTIL THE SITE IS PERMANENTLY STABILIZED. .3� C2.0 \ 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. N 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION EXITS AT ALL CONSTRUCTION VEHICLE ACCESS POINTS ONTO DISTURBED AREAS OF THE SITE.CONSTRUCTION EXITS Sheet \ QN SHALL BE MAINTAINED UNTIL DISTURBED PORTIONS OF THE SITE AREA STABILIZED AS DETERMINED BY R N/F �:,� A`DOVER \� THE ENGINEER. 2 12 MATTHEVI R.&MARA WLSON fi " FR '" """" `""' h�QQ 4. PRIOR TO ANY LAND DISTURBANCE ACTIVITIES COMMENCING ON THE SITE THE CONTRACTOR AND/OR .....a: ... \ LOT 49 "m �" MAP 2 : :; DEVELOPER SHALL PHYSICALLY MARK LIMITS OF NO LAND DISTURBANCE WITH TAPE,SIGNS,OR ORANGE CONSTRUCTION FENCE,SO THAT WORKERS CAN SEE THE AREAS TO BE PROTECTED.THE PHYSICAL iett BOOK 10912.PAGE 169 o MARKERS SHALL BE INSPECTED DAILY. 11625.34 \\Vhb\gbl\prof\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534 LM dwg of S2 �. �3 wLL Y Q .: .. MEET EXISTING w.¢ Turnpike Street/Route 114 SIDEWALK o 101 Walnut Street PO Box 9151 _._ L 02471 a Watertown, 17 24177 IT To m MODULAR onRETAINING WALL DRILL HOLE m }- - Legend: (FOUND) DUMPSTER PAD WITH f.F_. ENCLOSURE FOR RELOCATE EXISTING STATUE F p c ENT - CONCRETE (REFER TO STRUCTURAL PLANS 4 PROPOSED �.. ,._..... .. _, .., ... .� ,.z__ WASTE M CLING ' FOR MOUNTING/BASE) f L BLDG 1 = - _6,AND RECYCLING BITUMINOUS CONCRETE PAVEMENT K BUILDING 1 � -` I 0 STANDARD Dury DRIP STRIP,SEE LA GENERATOR PAD r 77,600 TOTAL GSF PLANS - BITUMINOUS CONCRETE PAVEMENT LA EN 4 LEVELS 366 BEDS \ 0 HEAVY DUTY BLUEPHONE EN ME BLDG 1 I K CRUSHED STONE I', \ <7`$` TRANSFORMER iota 0 vhb SITE LIGHTING SEE\\ PAD :a;" LIGHTING PLAN TYP.) L----``- ---------------------- ----- EN w 0 BUILDINGS LIGHT BOLLARD •� BLDG 2 : — DECORATIVE FENCE? LANDSCAPE AREA t z \ \� . f' - -�. _.= GENERATOR PAD § -ENCLOSURE PER _ _e_` a,. - (TYP),SEE LA PLANS Lq \` �� CAMPUS STANDARD': —— APPROX.PROJECT LIMITS .r •:` `` -P LA CMU BLAST z c_ .t., SEE LA PLAN FOR SEE LA PLANS FOR WALL(TYP) - a T.'., .,. .��`. �.4 q -_ MATERIALS S ,- MATERIALS O n..£. LA :. F, ,.,� h, l ;mot % *` =nLp._ ` *---- _ BIKE RACK PAD,SEE BLDG 2 ? \ _ -` #' E. LA _B LA PLANS TRANSFORMER og r ry - _ 3 �, F A.., ACR RAMP J , - � PAD 2 Pr am Summa ........"...................... ;co EG ACR RAMP SP-1 - Description Building 1 Building 2 o TYPE M D TYPE A D - ) 6( RESIDENTIAL GSF 72,300 56,500 EN: EG LA TYPERB D' DETECTABLE WARNING(TYP) d M 1L ACADEMIC/CLASSROOM GSF 5,300 5,5()0 5, - ? 3r,. TOTAL GSF 77,600 62,000 �I ., vGt dl R&R EXISTING POST . LA AND RAIL FENCE \ t, g'=, ', # ,. ,4,,➢.. GC,,,, -, o�DROP-OFF ZONE1'a ADD ALTERNATE#03: *.. _- ACCESS AISLE % LA Parking Summary MODULAR RETAINING -LANDSCAPE =.y -'�_'' '.s <,` _ '-_, ,•_..:- ,,.'._:' ACR RAMP WEE �.ACR RAMP .' 176R', , WALL FOR TURN LANE ,;'. \ RETAINING WALL _, _ _ `_.. ` -- -- :- N._. AWCUT .. .3 - ,... t'-._..... `.TYPE'A D "' \, `;TYPE.'M-D'. WIDENING 1'* `,� IN GROUND WELL '_ �- _' - �'- T'' - _- _ _.DY L - (TYP.) �-' �'� EXISTING PROJECT TOTAL=42 SPACES L'. E LIGHT(TYP),SEE LA -:, - a4 -', M6-1 R �'� - CROSSW PLANS E" \ ;4 PROPOSED PROJECT TOTAL-0 SPACES *. --v� ��� W17-1 ,.8 VGC.��. W16 7P .. � - `:. -` ALK(TYP Wl l-2 LA 7 PROPOSED CHURCH TOTAL=-1 SPACES W16 7P 2 STANDARD DUTY PAVEMENTmg _ 2• .. �4 *' DRIP STRIP,SEE LA ; - h¢`*` .. _-`- �'" R �5 NET HAN E_-4 PLANS - "�.. _ - �.. ....... EOP C G 3 LA TYPERMMD' p R 1 <` EOP EXISTING . Li1000, MAINTAIN COLUMNS AND Sign Summary / VERHANG ti� BLUEPHONE O U.T.C.D. cI Ica Ion M Spe t Desc. o \ _ v f� 35 DETECTABLE �vD -. NUm172Y Width Height 15 30 60 Feet PROPOp t SED ', WARNINGS(TYP) RESTORE AREA OF PAVEMENT ' �4- \`. BUILDING 2 =t `j ,_ - ADDRISERON EXIST NG STEPS REMOVED WITH LOAM AND \.' R1-1 301, 30" ' SEE6 62,000 TOTAL GSF LL I N/E SPEED TABLE MERRIMACK COLLEGE = 4 LEVELS 174 BEDS _ ��� BOLLARD(TYP) Corner Development MAP 24,LOT 29 BOOK13727,PAGE8 \\:y -.t ACR RAMP w„-z so 3o Project at Merrimack TYPE M D LA 1-14 p College \ .. ,., �•\ 12 z 12 LA A W16-7P 24" 12' ' i 315 Turnpike St North Andover,MA 01845 S�PCK .. .._.. ED O I W17 1 No. R...s.. Dace nop.�d. U o .. W16-7P W17-1 .,0 30 2 Clarf cat ons 11/16/2023 JWK I w11 2 ' HUEMP /— 3 Minor Modifications 02/20/2024 JWK ' I _ 0001 `s.P NCI HEAVY DUTY PAVEMENT PARK NG 7 i ,ti MAINTAIN Ri-1 ' PASSENCEA \ AND STOP BAR / SP-1 12" 18" , � LOADING p \ ZONE 66 co ON PIPE M6-1(R) 21' 15" Issued for Dare (FOU v Local Approvals August 17,2023 >: T m \ Layout and NiF Zoning Summary Chart MERRIMACK COLLEGE ONC.B UND Materials Plan z IJAP 2,LOT 50 ��� CENTER F�A ' Zoning District(S): Residence 3(R3) BOOK13727,PAGE 8 he A, / FOUND) o � �y YVpy Overlay District(S): None `\, A Parcel: Map 25 Lot 13 Zoning Regulation Requirements Required* Provided o,a,,I,gN—ba, N ;= ��)< *;-'� �::a ;'�„ ;, �';w';; '� MINIMUM LOT AREA 25,000 SF 2,480,742 SF �) FRONTAGE 125.0 Feet 125 Feet N N Notes FRONT YARD SETBACK 30 Feet >30 Feet C3.0 C+J SIDE YARD SETBACK(AT CORNER LOT) 30 Feet >30 Feet REAR YARD SETBACK 30 Feet >30 Feet 2 ` SNIT \ V► ,VQR 1. ALL ACCESSIBLE PARKING,RAMPS,AND ACCESS SHALL CONFORM TO MAAB AND \ TH qN ADA REQUIREMENTS,WHICHEVER IS MORE RESTRICTIVE. MINIMUM LOT WIDTH 0 Feet 0 Feet sheet of T N/F \ \ q\D0I/E� MAXIMUM BUILDING HEIGHT 35 Feet 48 Feet** 3 12 2. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO MUTCD REQUIREMENTS. ,m e coo re c fed oTowo of Norm Andover MA ouson 1 B h ;\ 0� nngrg�a goremensassp,c vsw Part 11 m MATTHEW R.&MnRA W LSON �� VFR"�� General Legislation Chapter 195 Zoning Code Artcle T Dimensonal Requre,nts§19s YZ Table of . 3. SITE LIGHTING SHOWN FOR COORDINATION ONLY,REFER TO LIGHTING PLANS FOR sum»Cry ofomens o,al Requirements MAP 2,LOT 49 PROPOSED SITE LIGHTING. Wll re lef ho,.he ht,e t ender MGL Ch.40A,§3the"Dover Aoendnenc°.Pro d/ qe re n g gu remen ( ) pose Pr16 Number R t,�np�L'169 / o? negntbasedo,a�eragegrade<alanlaton. 11625.34 �, BOOK 109��.PAGE \\Vhb\gbl\prof\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534 GD dwg ,S_.A-� . 5 ItU .-1�J V_} I �.1 K Turnpike Street/Route 114 -ROT OF�\X ENI. 4 j s ., 101 Walnut Street PO Box 9151 . Watertown,M a e A 02471 ..„_.. 21816 e 617.924.1770 218,56 EX 218 57 EX i a 218.11 EX _ jJ 2186 I I r 22 224 2273 \ 23 23 � I CON NEC R--� F.�=c,-.i 2Z �d 'a 190 ..�-'t".." f"F CON\C:<; -'v3 t JJ7.. 22 ,., 219.5 1 2 C L_.', co ?F\ ', j '! - - 231 05 BW _. ..�. ., PROPOSED �` L z2so- IN ° 7 t 231 9 TC 232 I \( \ t s.._a \.BUILDING 1 u--' 23r14T( t ,�, t i 227.4 230 9 6C N t FE 2 a F 28 0 o FFE=224.0/228.0 v FFE=224.Q you\ j' R-O.a Sy-,i::. �:'., � � ry EN _.. ,s B. ROOF 3'..,- _ C C. N i - -P �, ::> N _.LR _ T. t l ;I \._� -..� -t,, 1 _ _ ..t..-«:,.:o ....:: I .� t t t !�..L �tt 228.0 :NOVAS k 3 1H,�� , i� . t � : 219�l 221.0 - \ W ' N l ' I BO v:-y.O\= =i2.< •,_ , _\V' 220.9. 7>1.1 ---38 3£k.. -._ 2235„ - ;_ _ _ \ IM1J.�„?��" -- --`.. L___t __________ ___ ____ ___ 228.0 EN <227.; Z�795 =.2 D t 227 i \ - p - L t K 8.Ur:�W J?79 11799 t - t I 4 t==.Sti �� - -2230 -_. / I'. _ - :'�1 TT�'} .:a` _ - .,1'.. 222 - - 223E _-.. 1 .��...\:_C T: 227 ..c.rNN�k::��; - L s a.._ _ -'_ -€ - (�PER±Ar Ei!ER iv ,mot ,t _ ." 230.7 TC \.�...t T, _ _ 1 -� a :.� v n,i 230.6TW 23.6 TW .. "_ `_-_-. ,< -' - j it \>'-2_u 0_ ;_:-- i1\ ._B ,4 1 '. mac. -2'3 230 5 TC 230.3 TC 0 226 Cr 2D 1\ 227.4 2300 K 229.8 6C N a 777 m m s or 0 3:1 SLOPE(TYR) \, _ -..__ o 3 4 -,_ 2Z26__. .-- _:,. 1<;.- j 2279 X22F72z 23 CONN_C:..O 226.1 z_z.. 230�17C 7)J7 z .:i. .an29. ... i v4 3Ov: I _: ,-_t"" = - 229 6 BC #2;O.S TC y 1. .- ,_222 6 :: 2Z6.0 776.1. -22 Gw. - t .I LL\�__�O _ _ 11 .: ..RAIN _a �.222 _ - ..-. 1 .: -�-;,.-: --..` 227:9 - 230.0 BC 1�� 219.061N 'J 5 - ,,:>H -F r - - - _ram - _.2300 TC 1 --1 -...N G ��a D ` _ t �.� .� N Med 'fi 2'!0� - w a.,, �I_s0_._ .r _ �•" _ 2226` -v EG N ,- "�: _: '-- c �^7; 3 2275TC 2277TC TC 227.8 #. N "�, .�}...., - ti ,F, TC 227.0 BC BC 227.3 ` Y rJt 77EE ,: N r 2�726C r F HY 2 co l s t-2<y_ 77576C .: - ___ -` 21995 t��_: ,.,,N -a-.fi 8= v..,,-, r -- .-' -.,. _ .:� N Cam_,.,CJ 227.2 7. I � FIFE-220.0 22 J <. 2a.a 22 - zz6.aTc -� 2J90 EX Ct .;.. .-:_ 275.7 TC 2280BC .. -R.. -_., z.. x -_ lJTii TC 227.0 227.7 TC 77.5 T .. :-, 7,'375 HP 22. J15.9 / 225 2 BC - 227.8 vt .-., 227.1 _227.3 8C j tt`2 ' ,.,•_«�a�_: �_. _ DfJIH I -N ,�,�: t `. ���" \.. N �. �,',a .... - N,.. .>.. _ _. ..:.. 226 � -E--;%� ... .,,,,: '<' ,�I 80 Z26:5= 269TC \ ;,,.�. "226.4 BC y / 2:1 SLOPE(TYR) „i. _xp- ,_.. - }_-226. \ % :i?.w_sa 2241 227.0 - 12p p EN C 2269 77682268CC 0 z = FFE 224.0' HYD 2265 � �� Q4 0 15 30 60 Feet PROPOSED #: 2269 i 22b.83EX 7 8_;3C 30O O:v,.N _ - _ 2 .227.4 .,,� �t,,`AJIT G -'2240' . 27.92 EX' A.+�k .. --. -_. BUILDING 2 \V.22_0- - zz742 - 12269 0-T _ � t v N/F } z2ra ;�=3C OU, FIFE=220.0/224.0 n 227.4 MERRIMACK COLLEGE Corner Development MAP 24,LOT 29 r �:. ' \r GN " t, E 12269 -. ,.; 1- -b v zz6 s 2' Z265T Project at Merrimack BOOK 13727,PAGE 8 E: zz4Z5 # J2eo B 2z66 z76 __- M J x 26 2263BC, College 1 i -, 1' ,f, Turnpike St 223.5 22 North Andover,MA 01845 ....�.. I Q Ni,. Revision Gate 4plrvd. 3 Minor Modifications 02/20/2024 JWK t' ^.914 X 222 r. 2235 oi l I G J SH..rk aw 3:1 SLOPE(TYR) r of - v ` :\ ��?:, r �"� +, :• - is:red to, Hate '4:. .:: _ pp Local ovals August 17,2023 \\ t z A Approvals s.. T as. IV ev � rcGrading and y MERRIMACK COLLEGE > Drainage '..JiAP 2,LOT;0 FlQh o BOOK 3727 PAGE�� ey cap 0 it s; Notes oaHnn9 N­t,er 1. ELEVATIONS SHOWN ARE BASED ON NAVD OF 1988. v. Q\ 2. CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF THE LIMIT OF WORK vhb SHALL BE FITTED WITH SEDIMENT TRAPS UNTIL THE SITE IS PERMANENTLY STABILIZED. o C4.0 4- 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. Np00 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING meet �� CONSTRUCTION EXITS AT ALL CONSTRUCTION VEHICLE ACCESS POINTS ONTO ti N/F \ gyp .`OVER ' DISTURBED AREAS OF THE SITE.CONSTRUCTION EXITS SHALL BE MAINTAINED UNTIL 4 12 h NDp� W'R. MARIA WILSON o MATTHE �t ��� ��� FR ��,,.�� ,,,,, ,, 7\�\\ DISTURBED PORTIONS OF THE SITE ARE STABILIZED AS DETERMINED BY THE ENGINEER MAP 2,LOT 49 �-.�, w P,a;­N mbe, 5. SEE SHEET C7.0 UTILITY ADD ALTERNATE PLAN FOR UTILITY ADD ALTERNATES. BOOK 10912,PAGE 169 11625.34 \\Vhb\gbl\prof\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534 UT dwg _ e L r t Q OR Turnpike Street/Route 114 t �EM z t c Cl-5-ONE-' _» S.t 21 6101 Walnut Street ........ j 0 t�.i t .»,...... _ ......... _. .................. ............. r ; PO Box 9151 5 Watertown,MA 02471 617.924.1770 r j ti 3 t � l i _ i Cl`Tl�,t:-O t L_ ' R PROPOSED �-:»1 rt BUILDING 1 - ``- { = - FFE 228.0 ' tt 1 j G 1. - 1 FFE=224.0/228.0 FFE=224.0 "OL 3 Rr \. Y.,. !; ` I;_ EN - ROOFDRAIN tt ,y. BLDG 1 -c ,:�� .._E jINSPEt,i...Nt GENERATOR ROi,S k 3> ---„•16 tR5 :'tiy ''>.o ct=., :. � ._.�� .: ._,� - - - I �. _L4.,, i,t OR- t . �, I --'- - L�-�1 3C.O':SGS_„1-ti-.•E?. =`=.J .v,z.,.<o t" - -`_ " I - - _ BLDG 1 — r -.-, - - ;T ��,,=�ta.�d of <�._- # _ I - t a l,. �.�t_-r - _...-�,._�w _ _..�w�.v_ E 3 t.r.0�„ `.�.? .r �.' , L___t- _____ __ ________ _r_ _ EN - `i I TRANSFORMER I J _ l -R N:cR t i` •\:2 376i ,t - GENERATOR _ _- m -. ..,,, \ CtI.NNIL—TIrt - BLDG 2 T l` c: � �* ,,�Roo- -10= (I PEFiPr E-ER I i�. TRANSFOR,ti"ER - - - zA N -FIRE DEPARTMENT y. e 8 \ E CONNECTION EG Sal T - J a - — _. CO\v=�.. - _ b .t a u- 1 i . _ ,. _ - _ _X Dale NN- * * tAedttl '_ r h'1' -� CAP FOR FUTURE 30 ,y:. _ _ :\ ,.,'- a v,_.: j t-2 - — — — — — ,�, �_ — — -. EXTENSION n ....- _ _ _ _ ' 1, a� i FIFE=220.0 A — �. = _ _ ;; / v � - „r Al QV it I RECONNECT EXISTI1,.G C... .,ixr. .,.. ate,,; i - _ ;} � :.:-..i.l.\\_�.T..,:$ / \ i' Wit:> h`_ I -:_* _ ',- _ „Leo c 10"X6"TEE.. 1� *. t z: r x 245 G �EN :_,,:. ,�:_ 0 15 30 60 Feet FFE% 224.0 t' ee � . x PROPOSED �. ,•- *.a Bi D l� 4 ffl_ , , BUILDING 2 .2c,o RE "— � I i N/F Qj FIRE DEPARTMENT CONNECTION IQ Y N . � FIFE=220.0/224.0 m MERRIMACK COLLEGE N Corner Development MAP 24,LOT 29 rim ct Merrimack BOOK 13727,PAGE 8 ME �x`, t Mer k . * Project a College Ti .,. E j _- .; ,•-,_ I 315 Turnpike St E North A dover,MA 01845 -_ No. ae*.s.on Dace Appvd. 3 Minor Modifications 02/20/2024 JWK 0 I s *.v�c\=va uif.c-. �t.'�t4t�h; c, .. � t ..............� 12 v I m Rl. -i;1'I� N .. t ... ` ,.. Q ..G: 9.I�_-.7._ F� t _,..: ,':; 3_MC E L1..N.., - r �"vri Ov i E G 00 66 ` t t o "�* 10 XiQ TEE - �\ \ " r i i'red fo, Date _ Local ovals August 17,2023 T ,' Approvals r ' -J 0 3 Utility Plan 3 N/F _ \ v MERRIMACK COLLEGE / o \ z NiAP 2 LOT 50 ` .s BOOK'3727,PAGE 8 he Y�p� \\° ° Notes 1 ELECTRIC AND TELECOMMUNICATION ROUTING IS OR INFORMATIONALPURPOSES ONLY.REFERTO MEP PLANS FOR DETAILS REILATIVEFTO ELECTRICALAND TELECOMMUNICATION SYSTEMS. .xa: ....�. oaHn�9 N�mt,ec m 2. SEWER CONSTRUCTION SHALL BE COORDINATED WITH THE OWNER AND ACCOMMODATIONS FOR SEWER SHALL BE PROVIDED AT ALL TIMES. * \ 3. ALL SEWER LINES WITH LESS THAN 4 OF COVER SHALL BE INSULATED N vhb C5.0 4. THE CONTRACTOR SHALL OBTAIN A MASS DOT HIGHWAY ACCESS PERMIT FOR \ CONSTRUCTION WITHIN STATE HIGHWAY RIGHT OF WAY. F\ pOe* RT/�r 5. ALL WATER AND SEWER MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE Sh- of \ N/E \ fi q\NQOI'C� "011110\ \\ TOWN OF NORTH AN DOVER REQUIREMENTS. 5 1Z R " V C ...... 6. SEE SHEET C7.0 UTILITY ADD ALTERNATE PLAN FOR UTILITY ADD ALTERNATES MATTHEW R.&MARIA WILSON �VF R �. MAP 2,LOT 49 �i• �, "a:. *`� 7. SITE LIGHTING POLE LOCATIONS SHOWN FOR COORDINATION PURPOSES ONLY.REFER tea::. »,..,..a P,ojz,t Nu e'be „„ \ '��. TO MEP PLANS FOR CONDUIT SYSTEM AND WIRING,AND LIGHTING PLAN FOR POLE BOOK 199"12,PAGE'169 ?_ "�'� � _ - a AND FIXTURE TYPES. 11625.34 \\Vhb\gb1\prcj\Wat-LD\11625.34 Greystar P3 Deve1opment\cad\Id\P1anset\1162534-DT.dwg O v SITE 50'(MIN.) 1X"X1Y"X4'WOOD STAKE OR APPROVED EQUAL 0(MIN) SILT FENCE 1 X1"WOOD STAKE, INTEGRATED DUCTILE IRON PLACED U.ON FRAME AND SOLID COVER TO DOWNHILL SIDE OF MATCH BASIN O.D. :n Z EXISTINGPAVEMENT SILTSOCK PAVEMENT ry a LAWN 8�� 8•• � A W IL^ HARDSCAPE PLAN VIEW /// L PROTECTED CONCRETE COLLAR AREA N14RK AREA SITE 50'(MIN.) BIODEGRADABLE '��vhb 12"MIN Z EXISTING g 4"(MIN.) 3,S PAVEMENT INSTALL SUPPLEMENTAL MESH NETTING 101 Walnut Street 2 COMPOST MATERIAL '- 1 II PIPE PER PLANS FILTER MOUNTABLE BERM TOP OF FLOW SILTSOCKT FILLED PO Box 9151 (REFER TO UTILITY EGA FABRIC GROUND (12 NP) v Watertown,MA 02471 " TRENCH DETAIL) 1 k"CRUSHED STONE 617.924.1770 I Flow CROSS-SECTION _ I II z NOTES V 1.EXIT WIDTH SHALL BE A TWENTY-FIVE 125)FOOT MINIMUM,BUT NOT VVVV LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS NOTES OCCURS. 7F 2.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALL 1. SILTSOCK SHALL BE FILRE%%SILTSO%%,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 MINIMUM OF 12 INCHES. ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR COMPACTED / _ CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL 3. SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM SUBGRA.DE 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 6E 4. UPON SITE STABILIZATION,COMPOST MATERIAL SHALL BE DISPERSED ON NOTES: 4 q P ROVIDEC AS NEEDED. SITE,AS DETERMINED BY THE ENGINEER. 1.DRAIN BASINS SHALL BE NYLOPLAST(12"MIN)DIAMETER DRAIN BASIN,OR APPROVED EQUAL. 3.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL 5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE 2.COVERS SHALL BE NYLOPLAST SOLID COVER MODEL 1299CGC(OR APPROVED EQUAL). FINISH MATERIALS BEING INSTALLED. COLLECTED AND DISPOSED OF OFFSITE, 3.COVERS SHALL BE BOLTED/SECURED TO DRAIN BASIN PER MANUFACTURER'S RECOMMENDATION. Drain Basin(DB) 12/19 Stabilized Construction Exit 1/16 Siltsock/Silt Fence Barrier 10/20 N.T.S. Source:VHB REV LD 193A N.T.S. Source:VHB LD 682 N.T.S. Source:VHB LD 658-A oss� 0 OIL 15'(MIN.) EOS gL'Fo P L LANDSCAPE CATCH BASIN GRATE G 7 AREA(TVP) /„ ..;:.•:::::::..;:.......•..,,. 1"REBAR FOR ; :::::�::::::::: SET ON SILTSACK BAG REMOVAL •• Q� :::•'. FILTER TRUNCATED 0 I'9.,q �. •,. DOMES FABR C •:• ': \ z' q \ - ':••FILTER•BAC;•••:.'•:.';:•;;;:;;;;••.. S a I ° T �-2 ,..w.,.....a.a...._.. AREA OF COLORED SURFACE ,.X:..: ::::.....••'::::... PLAN VIEW HOSE CLAMP ••ti:.....••; THREADED SEALED CAP FINISH GRADE � SECURE BOTTOM OF RAMP TO BE LEVEL W ITH ADJACENT SURFACE DISCHARGE HOSE SEE NOTE 9, O O O CATCH BASIN GRATE PUMP DISCHARGE irtrMs4mkp§mrMwanvmem. zrxmmYr waaraeMremsma/lAv+m�mdawa. ,„ •OTE::•::T ON:•:•::;ARGE•:HOSE•:::BAG HOSE O O NOTE:LIMIT ONE DISCHARGE HOSE PER BAG rv� O ^ 0.9 I. w 2.35"(TVP)° SILTSACK PLAN VIEW (PLAN VIEW) (PROFILE) FLOW FLOW w u TRUNCATED DOMES °DIMENSIONS ARE CENTER TO CENTER NON-WOVEN NOTES TEXTILE Fz 4S°WYE-IN LINE o z 45'EL-END OF LINE q5°PVC BEND 1.THE MAXIMUM ALLOWABLE SIDEWALKAND CURB RAMP CROSS SLOPES SHALL BE 1.5(1%MIN). OVERFLOW PORT 10'(MIN) 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%_ EXPANSION RESTRAINT HOSE CLAMP 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%, 4.AMINIMUMOF3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE SECTION VIEW PUMP DISCHARGE FLOW / ROUTE(I E.,HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC.). GROUND 3 •;.'•.FILTER•BAG••;.'::,ti.•:••'••••'•••••••• / 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE NOTES SURFACE HOSE PVC(SDR35) 6.RAMP,CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. T SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 1. IN TALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS SEE PLANS FOR INVERT AND PIPE SIZE 8,WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'x 5'PASSING PLACED AND HAY BALES HAVE BEEN REMOVED. CROSS-SECTION FILTER FABRIC AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9.EL I MINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING IS 2.GRATE TO BE PLACED OVER SILTSACK. INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. 10,DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 3.SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM NOTES Corner Development EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED 11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE. PROMPTLY AS NEEDED.MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN 1.BAG TO BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 12.CONTRACTOR TO SUBMIT I.I.FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAY PERMANENTLY STABILIZED CROSSINGS. Project at Merrimack Cleanout(CO)-Landscape Area 11/19 Accessible Curb Ramp(ACR)-Type'B-D' 12/20 Siltsack Sediment Trap 1/20 Dewatering Filter Bag 1/16 College N.T.S. Source:VHB LD_302 N.T.S. Source:VHB LD_501 N.T.S. Source:VHB LD_674 N.T.S. Source:VHB LD_691 315 Turnpike St CAST IRON GRATE North Andover,MA 01845 SEE DRAINAGE PLANS STANDARD(20"X10") STAPLES ER FOR RIM ELEV. CATCH BASIN COMPATIBLE /n ON CENTER No Revision Date TRENCH DRAIN S=O.SY(TYPJ /n DRIP LINE . WITH App+d. SYSTEM 3 Minor Modifications 02/20/2024 JWK SEE DRAINAGE PLANS ^ 1 O END FOR PIPE SIZE,LOCATION II ER ` TREE TRUNK ON CENTER CAP _ AND INVERT ELEVATION ON CE \ \ OVER LAP 16 PROFILE ^'a ANGLE FRAMES STEM \\ I ,(MIN.) \� Q AGO KLASSICDRAIN K200 SURF ACE TREAT M ENT r " (OR APPROVED EQUAL) 8• VARIES 4 WHITE LINES Po 24"ON CENTER Mo / / \\ a � � PLAN 0 45 / Issued to, Dare Local Approvals August 17,2023 m \ p MAX.O.C. 1"XI X6' ORANGE PLASTIC a POST FTYP,) WEB FENCE(TYPJ 5 \ \ $ _ C -PLAGE \ CONCRETE @ 8 STAPLE 12" v I(' II(�II / ON CENTER DetailsSite COMPACTED 1pi I I� / 6"LOAM&SEED - v GRAVEL \ n n n '6 COMPACTED _1f" 1f" d SUBGRADE z TYPICAL STAPLES C" SEE PLANS NO.11 GAUGE WIRE ec SECTION A-A NOTES C) DISTANCE VARIES 20" SEEDRAINAGE PLANS CATCHBASIN 1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6" TRENCH DRAIN NOTES DEEP TRENCH BACKFILL AND COMPACTTRENCH AFTER STAPLING. 1.TRENCH DRAIN SHALL BE HEAVY DUTY 2.ROLL THE BLANKET DOWN THE SN/ALE IN THE DIRECTION OF THE WATER FLOW. ELEVATION (3)EQUALLY Drawing Number A TYPE DESIGNED FOR HS-20 LOADING. SPACED TIES(TYPJ rI nnII nn Ce 2.CONCRETE SHALL BE 4000 PSI CEMENT 3,THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX.4 INCH OVERLAP WHERE 2 ODOOO�Oo0o0oL'ooOL'oo OOOooOD00000 000000o ENO RAINED.ry PE II)6%(1.5%±)AIR NOTES OR MORE STRIP WIDTHS ARE REQUIRED. N 4,WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE,PLACE UPPER BLANKET END NOTES � L--A 3.TRENCH DRAIN GRATE SHALL MEET 1.ALL STRIPING SHALL 8E 4"WIDE SOLID WHITE PAVEMENT OVER LOWER END WITH 61NCH(MIN.)OVERLAP AND STAPLE BOTH TOGETHER. C6.1 AMERICANS WITH DI SABILITV ACT MARKINGS UNLESS OTHERWISE NOTED. 1.INSTALL TREE PROTECTION FENCE AT THE DRIP m "IA � I� (ADA)REGULATIONS. 5,METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. LINE OF EXISTING TREES TO REMAIN. PLAN D VARIES 6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1. Sheet at Trench Drain 12/19 Access Aisle Erosion Control Blanket Slope Installation 10/20 Tree Protection Fence 1/16 6 12 -a N.T.S. Source:VHB LD_190-A N.T.S. Source:VHB N.T.S. Source:VHB LD_680 N.T.S. Source:VHB LD_610 3 vProject Number 11625.34 \\Vhb\gbl\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534-DT.dwg O v 12 12' 9 WEARING2 ASPHALT CURBLINE 2 ASPHALT BIN DER DER COURSE-M3.11.03 0 0 Q LOAM&SEED SURFACE YELLOW LINE \"""""""""""""""""""' YELLOW LINE VERTICAL GRANITE CURB OR TOP OF SOD MAT TREATMENT VARIES BIT.CONCRETE PAVEMENT COMPACTED SUBGRADE \ 4000 PSI CEMENT TOP COURSE(1y"MIN) CONGER IF LOCATED VARIES vhb IN LANDSCAPED AREA CK COAT 4 00 BLUE FILL PSI CEMENT HEAVY DUTY FLEXIBLE PAVEMENT 15%(MAX) CONCRETE CON X' � 10D'°(MINI 101 Walnut Street \ SLOPE VARIES SAWCUT 12"(MIN-)FROM x x m ^ FACE OF CURB IF SET IN PO Box 9151 EXISTING PAVEMENT CURRLINE CURB VARIES FINISH Watertown/MA 02471 G 17, GRADE W.W.MESH 2'ASPHALT WEARING COURSE-M3.11.03 (6X6XW14XW14 617.924.1770 8(MIN) 1.5%(MAX.) 2"ASPHALT BINDER COURSE-MEAL 03 12"COMPACTED GRAVEL FLAT SHEETS, REVEAL 1 rr CMIN) p COMPACTED CENTER DEPTH (1.X'MAX STONE SIZE) SUBGRADE -c -o SECTION COMPACTED PFINISH GRAVEL BASE AVEMENT NOTES fi fi 6 �FEE VINOUS CONCRETE PAVEMENTI N NOTES (MIND (MIND (MINI 1y"SUPERPAVE SURFACE COURSE-9.SMM COMPACTED 1A S U PERPAVE INTERMEDIATE COURSE-9.5MM APPLICATION,NO COMBINATION OF LINES(TWO-6 1.CONCRETE FOR SIDEWALKS TO BE 4000 P51 AND FOR DRIVEWAYS1.TWELVE INCH )LINE$SHALL BE APPLIED IN ONE SUBGRADE 8 COMPACTED GRAVEL COMPACTED SUBGRADE 5000 PSI.BOTH MIXES TO BE TYPE II,6%(1.51)AIR ENTRAINED. NO " INCH LINES)WILL BE ACCEPTED. (1y"MAX STONE SIZE) 2.PROVIDE EXPANSION JOINTS AT MIN,30 FT.OC WITH PRE-FORMED EXPANSION JOINT FILLER&SEALER. 2,CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5%. COMPACTED SUBGRADE STANDARD DUTY FLEXIBLE PAVEMENT 3,PROVIDE SAWCUT CONTROLJOINTS AT 6'OG,OR AS NOTED ON PLANS. NOTES 4,PROVIDE MEDIUM BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. PAVEMENT SECTIONS PER GEOTECHNICAL REPORT PREPARED BY GEOENGINEERS DATED OCTOBER 24,2023. 5,ALL EXPOSED CONCRETE SURFACES SHALL BE SEALED WITH A SILANE-SPDXANE PRODUCT. Crosswalk 12/19 Vertical Granite Curb(VGC) 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 REV LD 553B N.T.S. Source:VHB LD 402 N.T.S. Source:VHB LD 422 N.T.S. Source:VHB REV LD 430 N.T.S. Source:VHB REV ED_426 JOINT SEE BOLLARD DETAIL BELOW JOINT DINT I 13'(MIN.) 6 (SEE NOTE 1) 6 LIGHT POLE&ANCHORING PROVIDE FENCE WHERE WALL PROVIDE BASE COVER SYSTEM BY MFG. 000000000000000 000......0000.......000000000aa0000 HEIGHT EXCEEDS 4 FEET o00000000000000 00000000000000000000 000000000aa0000 000000000000000 00000000000000000000 00000000000000o AS FURNISHED - 2 * 4 BY POLE MFG. 1"CHAMFER VARIES 0 BOLLARD ON DETECTABLE WARNING LAYOUT DETECTABLE LIGHT POLES BASES CAP WARNING w'^ 1 PANEL IN PARKING LOTTO ROUNDED CONCRETE CAP w a BE PAINTED YELLOW AIM PERVIOVS FILL SCORE LINE(TYR.) i Q 04 HORIZONTAL TIES @ 6"O.C. MIN)12 THICK, ( ja TOP 3'-0"OF FOUNDATION, APPROXIMATE DECORATIVE FENCE DECORATNE FENCE ENCLOSURE CONCRETE FILL z Z @ 12"O.C.BALANCE EXCAVATION z ENCLOSURE PER PER CAMPUS STANDARD Z Z g-15 VERTICAL-ED.SPACED LIMIT CAMPUS STANDARD FINISH GRADE(MATERIALS VARY) GEOSVNTHETIC MODULAR CONCRETE REINFORCEMENT 5000 PSI CEMENT fi"DIN.SCHEDULE 40 STEEL PIPE FILLED WITH ^� CONCRETE(TYPE Ip - CONCRETE.COLOR SELECTED BY Z FACING UNITS - ry 2"TYR COVER FINISH GRADE FINISH GRADE - OWNER/ARCHITECT PAINT PRIME AND FINISH COATS TO BE COMPATIBLE GRAVEL 6"CONCRETE PAD 5,000 PSI CONCRETE, TYPE II CEMENT m _ e WITH EXTERIOR METAL SURFACES CONDUIT AND GROUND ROD _ o CONNECT TO INSIDE METAL POLE \ o SEE ELECTRICAL PLAN FOR SIZE N ® 6"STEEL BOLLARD -#4 @ 16" f LL>N o BOTH WAYS FINISHED GRADE 14 RE8'w R i.i DOUBLE GATE 20 20 APPROACH APRON COMPACTED SURFACE TREATMENT VARIES #5 REBAR UNDERDRAIN (SLOPE TO DRAIN) CEMENN BITUMINOUS OR GRAVEL # o CEMENT CONCRETE COMPACTED ''•• 11'(MIN) SUBGRADE LEVELING PAD SECTION VIEW 1. BOLT LAYOUT �. COMPACTED OR I &MOUNTING PLAN VIEW - �T 2"COVER UNDISTURBED 2'-0(MIN) PROCEDURE AS Z 24"DIA.CONCRETE ENCASEMENT SUBGRADE PER MFG.SPECS ON REBAR COMPACTED SECTION PLAN SUBGRADE NOTES NOTES COMPACTED GRAVEL NOTES DETAIL PROVIDED FOR GENERAL INFORMATION ONLY.STAMPED 1,DUMPSTER PAD DIMENSIONS SHOWN AS MINIMUM.REFER LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE FINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BY TO PLAN FOR ACTUAL DIMENSION. CONTRACTOR BASED ON GEOTECHNICAL ENGINEER'S BASED ON FINAL POLE AND FIXTURE SELECTION AND RECOMMENDATIONS. 2.PAD DESIGNED FOR 6 YARD DUMPSTER. SECTION ----COMPACTED SUBGRADE GEOTECHNICAL SITE INVESTIGATION. Corner Development ^� Modular Retaining Wall 10/20 Dumpster Pad w/Enclosure 1/20 Bollard 1/16 Light Pole Foundation Detail(Up to 15'Pole) 5/23 Project at Merrimack College N.T.S. Source:VHB ED_750 N.T.S. Source:VHB REV ED_713 N.T.S. Source:VHB LD_700 N.T.S. Source:VHB LD_310A 315 Turnpike St MUNICIPAL STANDARD HYDRANT North Andover,MA 01845 PUMPER CONNECTION FINISH TO FACE ROAD. N. Revision Date AP,d. GRADE 3 Minor Modifications 02/20/2024 1WK o I LT 3'TYPICAL(SEE NOTE 2) PAVED AREA OR TO MUNICIPAL STANDARD � FACE OF CURBING ) TRUNCATED DOMES SEE APPLICABLE GATE VALVE WITH PAVEMENT SECTION LFNDSCAPED AREA ADJUSTABLE RISER @ - x BOX AND COVER Z TRUNCATED DOMES �2�'9-{. ,E' �� 000a yy � COMMON FILL/ PAVEMENT ORDINARY BORROW rn AREA OF COLORED SURFACE ° �J��? o° COMPACTED GRANULAR FILL SURFACEIn w SAWCUT , -1 j/ RESTRAINED JOINTS DEPTH AND SURFACE Issued fo Date BOTTOM OF RAMP TO BE LEVEL ¢ TREATMENT VARIES NUMBER OF JOINTS TO RESTRAIN ON EITHER SIDE OF FITTING(BASED BOTTOM OF RAMP TO BE LEVEL `✓' > FITTINGS ON 18-FOOT PIPE LENGTH) Local Approvals August 17,2023 o 7�p' WITH v, WITH ADJACENT SURFACE. W ITH ADJACENT SURFACE �"�s7� �Q /� SEE NOTE 9. COMPACTED SEE NOTE 9. '`Hy-. 9+ P.yP('., AREA OF COLORED SURFACE BACKFILL 90 DEGREE BEND 3 Q Q THRUST BLOCK-MIN. 45 DEGREE BEND �,• ( �•" \ ,'23 P N �„ WARNING TAPE DIA.PIPE m DO RIONG BLOCK DRAIN. 22-1/2 DEGREE BEND 2 ^ O O @ ry O 0.9" w ' 2.35 TYP O Oo TEE: (PLAN VIEW) (PROFILE) �� > 6 20(MIN) BRANCH 3 v TRUNCATED DOMES z TEE t1NDISTURRED Details (PLAN VIEW) (PROFILE) o o d .EARTH OR RUN 2 Site F- °DIMENSIONS ARE CENTER TO CENTER TRUNCATED DOME5 v NOTES �+ w w /j� o COMPACTED `DIMENSIONS ARE CENTER TO CENTER Om u � EMBANKMENT a p 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 15 NOTES a o _ t HAND TAMPED HAL'NCHING d (1%MIN.). COMPACTED BEDDING Do 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 I S(1%MIN). JOINT(TVPJ SHALL BE 5% _ 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%,. 12 COMPACTED O 7SR, (MIN) SUBGRADE 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. CONCRETE 18°x18•X6" NOTES 4.AMINIMUM OE 3 FEET CLEAR SHALL BE UTILITY POLE AT ANY PERMANENT OBSTACLE 4. 'MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT AN`/PERMANENT OBSTACLE IN ACCESSIBLE ROUTE IN ACCESSIBLE ROUTE(LE,HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC.). (I.E.,HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC.). THRUST BLOCK CONCRETE BNSE� 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 JOINTS SHALL BE Drawing Number 6,RAMP,CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PODDING. 6.RAMP,CURB,AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PODDING. NOTES INSTALLED AT BENDS,REDUCERS,TEES,VALVES,DEAD ENDS,AND HYDRANTS.THE MINIMUM LENGTH '^ 1.WHERE UTILITYTRENCHES ARE CONSTRUCTED THROUGH OF PIPE TO BE RESTRAINED ON EITHER SIDE OF THE JOINT SHALL BE AS SHOWPI ON THE TABLE 7,SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, 1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTH ABOVE THE FITTINGS OF THE NEW PIPING SHALL BE FOR RESTRAINED JOINTS,AS MARKED ON THE N 8,WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING).5' 8, WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH EXCLUDING CURBING)A 5'x 5'PASSING AREA PLACE TRENCH BACKFILL EME MATERIALS SIMILAR TD THE DRAWINGS. ( AS SHOWN.USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINT p x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TD EXCEED 200 FEET. SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. SPECIAL SECTION REQUIREMENTS. N WHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS. 2.NO RESTRAINING IS REQUIRED IN THE DIRECTION OF THE EXISTING PIPE IF ONLY A SHORT LENGTH OF 9.ELIMINATE CURBING(OTHER THAN VERTICAL CURBING,WHICH SHALL BE SET FLUSH) 9.ELIMINATE CURBING AT RAMP(OTHER THAN VERTICAL CURBING,WHICH SHALL BE SET FLUSH)WHERE IT 2.USE METALLIC TRACING/N/ARNING TAPE OVER ALL PIPES. WHERE R ABUTS ROADWAYS ABUTS ROADWAY C HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALK IT IS EXPOSED IN THE TRENCH FOR MAKING A CONNECTION. C6.2 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 3,COMPACTED GRANULAR FILL MAY CONSIST OF GRAVEL, PASSAGE WIDTH OF 3 FEET AT HYDRANT. 3.RESTRAINED JOINT ASSEMBLIES FOR PUSH-ON PIPE AND FITTINGS SHALL BE MADE IN STRICT 11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE 11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO ACCESSIBLE ROUTE. CRUSHED STONE,SAND,OR OTHER MATERIAL AS APPROVED BY ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. ROUTE. ENGINEER. 3,A 36-INCH CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. Sheet of FE Accessible Curb Ramp(ACR)Type'M-D' 12/20 Accessible Curb Ramp(ACR)Type'A-D' 12/20 Utility Trench 11/19 Hydrant Construction 12/19 Restrained Joints for Water Pipe 3/20 7 12 -a N.T.S. Source:VHB LD_512 N.T.S. Source:VHB LD_500 N.T.S. Source:VHB LD_300 N.T.S. Source:VHB LD_250 N.T.S. Source:VHB LD_261 3 vProject Number 11625.34 EE,Vhb\gbI\prcj\Wat-HD\1 1625.34 Greystar P3 DeveIcapnneniAcad\Id\PIanset\1 162534-DT.dwg E 0 NOTES 24 CIA. NOTES 1.ALL SECTIONS SHALL BE DESIGNED FOR ACCESS 1. ALL SECTIONS SHALL BE DESIGNED FOR > H S-20 LOADING FINISH GRADE HI-10 LEASING DIAMETER OF STRUCTURES S ALL BE COORDINATED WITH PIPE 2,FOR HERE,PVC,AND DI PIPE,PROVIDE CONFIGURATIONS FLEXIBLE BOOT CONNECTION INSTALLED ALTERNATE ECCENTRIC CONE SECTION PER MANUFACTURER'S SEE NOTE 4, 00 _FTVP � 2,CC CLYMER MANHOLE STEPS SHALL BE 9 RECOMMENDATIONS.FOR ROD,PROVIDE 24 INSTALLED AT 12 CC.FOR THE FULL DEPTH 24 SQUARE OPENINGS FOR PIPES WITH 2 MAX. SQUARE TOP OUTSIDE OF PIPE OF THE STRUCTURE. OPENING(TYP.) CLEARANCE TO OUTSIDE OF PIPE AND ALTERNATE TOP SLAB MAX ALLOWABLE COVER MORTAR CONNECTIONS. 3.FOR HDPE PVC AND Of PIPE,PROVIDE F LEMBLE BOOT CONNECTION INSTALLED PER 1 JOIN SEALANT BETWEEN PRECAST INVERT 24 DIA, MANUFACTURER'S RECOMMENDATIONS. CIA,(MIN) SECTIONS SHALL BE PREFORMED BUTYL SEE NOTE 3 '1"'SIT '8 ACCESS a FOR RCP,PROVIDE OPENINGS FOR PIPES MIN REQUIRED COVER 4' RUBBER. GRADE WITH 2'MAX CLEARANCE TO OUTSIDE OF DIN.VARIES PIPE AND MORTAR CONNECTIONS. TOP OF SYSTEM=226.6 To SEE NOTE S.- 6 ALTERNATE TOP SLAB 4.CATCH BASIN FRAME AND GRATE SHALL BE FINISH GRADE SET IN FULL MORTAR BED.ADJUSTTO F, 4,JOINT SEALANT BETWEEN PRECAST SECTIONS INSIDE HEIGHT-226.1 0- DOGHOUSE"OPENING SHALL BE PREFORMED BUTYL RUBBER BRICK COURSES TYPICALLY,5 BRICK 6-- B 14" A" GRADEWITH CLAY BRICK AND MORTAR(2 SEE NOTE 2. 1 SEE NOTE 4 COURSES MAXIMUM). 7 1, ,- 0 5,DRAIN MANHOLE FRAME AND COVER SHALL 101 Walnut Street 12 48"CIA.(MIN.) � g BE SET IN FULL MORTAR BED.ADJUST TO z GRADE WITH CLAY BRICK AND MORTAR(2 STEPS,SEE BRICK COURSES TYPICALLY,5 BRICK 2'-0"SINGLETRAP PO Box 9151 z .1 HE NOTE 2, COURSES MAXIMUM) Watertown,MA 02471 I z SEE NOTE 3 u I, z­_ 617.924.1770 48"DW(MIN) CZ SEE NOTE 4 oz 48 CIA(MIN) OIL/DEBRIS F: SHELF TO BE CONCRETE FORMED TRAP OUTLET COMPACTED GRAVEL-/ I�2 -BOTTOM OF CHAMBER 224.1 COMPACTED SUBGRADE AT SLOPE OF 1 PER FOOT. LIF 3'' OUTLET 3'' z.2 1 9M INVERT, .9 �z BOTTOM OF SYSTEM 223.6 ---------- NOTES MIN.4000 PSF BEARING CAPACITY 3"CRUSHED ANGULAR ESHGWT=221.6 IF SEE NOTE 2 H 1 ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING 12 TO BE VERIFIED IN FIELD BY OTHERS AGGREGATE WITH NO FINE EXTENSION V.,CRUSHED ANGULAR STONE BEYOND PERIMETER OF 2.PROVIDE DOGHOUSE OPENING FOR PIPES WITH 2 MAX.CLEARANCE TO OUTSIDE TEP I -SEE NOTE 3 7 WITH NO FINES STORMTRAP MODULES COMPACTED OF PIPE.TOP SLAB SHALL NOT REST DIRECTLY ON PIPE GROLTALL PIPE 2'-0"SINGLETRAP 77' OF -SHRINK GROUT). 0 12 GRAVEL CONNECTIONS(NON 6 (TYR) M 7� COMPACTED 3,JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. GRADE If�SUB 4,CATCH BASIN FRAME AND GRATE 0 DEPTH)SHALL BE SET IN FULL MORTAR BED, CEMENT CONCRETE INVERT S,ADJUST To FINISH GRADE WITH CLAY BRICK AND MORTAR AS REQUIRED. COMPACTED GRAVEL COMPACTED IUBIRADE Catch Basin(CB)With Oil/Debris Trap 3121 Catch Basin(CB)Shallow Cover 1116 Drain Manhole(DMH) 11/19 Subsurface Infiltration System A(StormTrap SingleTrap) 08/23 N.T.S. Source:VHB LID1011 N.T.S. Source:VHB LID 104 N.T.S. Source,VHB LD 115 N.T.S. Source:StormTrap 30°CIA. NOTES ACCESS 1.STRUCTURES SHALL BE PRECAST 8 DIA MANHOLE CONCRETE,DESIGNED FOR HS-20 LOADING LHOLE I COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12 O.C.FORTHE FLLL ALTERNATE TOP SLAB DEPTH OF THE STRUCTURE FINISH (STEEL REINFORCED FOR HS-20 LOADING) 3 EXTERIOR SURFACES SHALL BE GIVEN GRADE� T,0 COATS OF BITUMINOUS WATER- MAX ALLOWABLE COVER MAX ALLOWABLE COVER 30 UFA, PROOFING MATERIAL B ACCESS 4 JOINT SEALANT BETWEEN PRECAST MIN REQUIRED COVER - 4' SECTIONS SHALL BE PREFORMED BUTYL MIN REQUIRED COVER 4' SEE RUBBER 1.08, 1 1 08, NOTE 5 ------ 61 SYSTEM 222.0 6 TOP OF SYSTEM 218.0 ------ 5 STANDARD SEWER MANHOLE FRAME INSIDE HEIGHT221.S -INSIDE HEIGHT 217.5 AND COVER SHALL BE SET IN FULL MORTAR BED.ADJUST TO GRADE WITH 110 SEWER BRICK AND MORTAR(2 BRICK 077 p COURSES TYPICALLY,5 BRICK COURSES STEPS,SEE MAXIMUM) O NOTEC I -SEE NOTE 3, 4'-0''SINGLETRAP 4'-G"SINGLETRAP �SEE NOTE T 748 CIA MANHOLE(MIN.) LOWEST SYSTEM OUTLET 217.5 LOWEST SYSTEM OUTLET 213.0 woa u 11 -------------- FLEXIBLE WATERTIGHT BOTTOM OF CHAMBER-217.5 BOTTOM OF CHAMBER-213.0 GASKET OR SLEEVE j 3" OUTLET 3" Qz 19MEMMW BOTTOM OF SYSTEM-217.0 BOTTOM OF SYSTEM=212.5 0 MIN.4000 PSF BEARING CAPACITY 3"CRUSHED ANGULAR ESHGWT-216.0 MIN.4000 PSF BEARING CAPACITY 3"CRUSHED ANGULAR ESHGWT=210.5 TO BE VERIFIED IN FIELD BY OTHERS AGGREGATE WITH NOFINES-� 2'-0"MIN EXTENSION TO BE VERIFIED IN FIELD BY OTHERS AGGREGATE WITH NO FINES 2'-0"MIN EXTENSION 4 CRUSHED ANGULAR STONE BEYOND PERIMETER OF 4 CRUSHED ANGULAR STONE BEYOND PERIMETER OF 4'-0"SINGLETRAP WITH NO FINES STORMTRAP MODULES 4'-6"SINGLETRAP WITH NO FINES STORMTRAP MODULES SHELF TO BE SEWER BRICK LAI FLAT ARCH INVERT TO BE CONSTRUCTED SLOPE OF 1"/FOOTN TH SEWER BRICK LAID AS STRETCHERS AND ON EDGE COMPACTED GRAVEL BRICK CHIP AND Corner Development MORTAR OR CEMENT COMPACTED SUB RARE CONCRETE FILL Project at Merrimack Sanitary Sewer Manhole(SMH) 1/16 Subsurface Infiltration System B(StormTrap SingleTrap) 01/24 Subsurface Infiltration System C(StormTrap SingleTrap) 01/24 N.T.S. Source:VHB LD 200 N.T.S. Source:StormTrap N.T.S. Source:StormTrap College 315 Turnpike St LAWN 12". ADA-CO PLIANT FLUSH GRATE CDS1515-3-C DESIGN NOTES OUTLET STRUCTURE CHART HARDSCAPE North Andover,MA 01845 III 1IT11 TI11T111T 1APAPPI 11 11111 11111-IL 111-11NI, UP Revision Car, Apl,,d IIEFFILIPIPPIAPITI.N A—PIIIIII "PlIPIP-11._-P. A c"IPPOl-ILIT WATER-TIGHT JOINT F 3 Minor Modifications 02/20/2024 JVIK PRECAST CONCRETE WEIR 0 Li A DETENTION 1 7 1.7 BASIN LJ E 0 10 sa L 12 DOME GRATE t SYS B B103 48 220.20 0'-6 218.30 CONTROL ORIFICE(S) MULCH SEE CHART 8" SYS C C1 12 48 217,00 V-13 215KU .............. T INLET PIPE PER PLAN OUTLET PIPE PLATE 'I R1,11 Or.1INH.LE T *-TRIE PER PLAN F, CONCRETE COLLAR ax_ FF 4_� PLAN VIEW B-B I-cd fi., D­ 'J FINISH 12"M IF] cE5 GRADE SEE NOTES Local Approvals August 17,2023 NT-TIl I­1T 5F TI SEE NOTE 5 ^2a�i IT\ F.Prol.OPPIRATIFIN FRAME AND COVER PIPE PER PLANS COMPACTED GRAVEL (REFER TO UTILITY >71 "LIN.FE INP NLFT O-METERVARIES) \-STEPS SEE NOTE 2 TRENCH DETAIL) D­imo ILL, N.T.S. SEE OUTLET STRUCTURE CHART T U DMAMHOLE ACCESS IF "LIT", I PRECAST CONCRETE WEIR Site Details ""LT"L,I F� B ILITI-I &� TIITLITPIII B FROG WITH CONTROL ORIFICE(S) L-A FLOW SEE CHART '6 PLAN VIEW z NOTES 1.1111-H TI PRIVUI 11-11PLI UNLIII IITII IT11-1. SEE NOTE 4 C) FL SAE FLIIIRT-/ PIPE, I,IIT1 111IOGI-a-FITIIILII 1­ 1 1 1 SHALL BE COORDINATED WITH PIPE CONFIGURATIONS 1111 T1111 1 1111 1,ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.DIAMETER OF STRUCTURES ILL Ill-FITIIII IT111 F-IIII. I IT1'T'T'NFIT1LIIN11 T.ITI.1 11 1=1"'ITINI""T"6T 2,COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12 0 C.FOR THE FULL DEPTH SEPI.T-_,/ c��'"A LIFFT, 11"I'LIFYI 11REER TIE IITLET PIPE INVEIT ILEAPTLIN.FNIINFEI IF 1­11 T-HER-AL INEIIIIIATEP PLEPAIFIN.11,11-IFILL IrEr PAIHIIIIIIANIIE IT111 INTEII LIII.. OF THE STRUCTURE. _'E"Icr I', I'_IF�Is co PIE FyD""LIF­`/ NEIIII III 1111TENIIIIE DIWI,11-IO,r IFEIPILATE 12 COMPACTED z aIALLc..... WATER-TIGHT JOINT 3.FOR HDPE,PVC AND DI PIPE,PROVIDE FLEXIBLE BOOT CONNECTION INSTALLED PER S'..CE_/ 5� NITILATI MANUFACTURER'S RECOMMENDATIONS FOR BAR,PROVIDE OPENINGS FOR PIPES IL A.PArvv_1'F'­1_I1E1E1RL�1Fz.11 1R1�111I1NTErL.TPTIrN 111 111-11-11PIT-E­aPILL 1 WITH2 MAX CLEARANCE TO OUTSIDE OF PIPE AND MORTAR CONNECTIONS.IIIRITITIIFIVIlIENIFELTL . M- TrITIP 4"' IE_I 4T JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. NOTES: =TllT.'A''PrIIITLET IIEF.11H INE INVII-11HPHIPTIERIAI-N.ALL RIEELEVATION A-A T C6.3 1.IINT-T"TT""pp"PITll-I�ITT�,�'llI"I -T I.-I IITIP TI 1LIIL­­11T 1UI11111.IT IE DRAIN MANHOLE FRAME AND COVER SHALLBESET IN FULLMORTARBED ADJUST 'a-TIATILL La r1_1 I S. 1.AREA DRAINS SHALL BE NYLOPLAST 12"DIAMETERDRAIN BASIN,ORAPPROVED EQUAL. N.T.S. COMPACTED TO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES TYPICALLY 5BRICK 2 COURSES MAXIMUM) SECTION A-A 2.GRATES SHALL BE NYLOPLAST 12 PEDESTRIAN MODEL 1299CGP OR 12 DOME GRATE MODEL 1299CGD COMPACTED SLBGRADE (OR APPROVED EQUAL). Sheet CDS1 51 5-3-C Water Quality Unit(WQU) 08/23 Outlet Control Structure with Weir(OCS) 3/20 Area Drain(AD)Type 1 12/19 8 12 N.T.S. Source:Contech N.T.S. Source:VHB REV LD 162A N.T.S. Source:VHB ED 193 P,,­Number 11625.34 \\Vhb\gbl\proj\Wat-LD\l 1625.34 Grey5tar P3 Development\cad\ld\Planset\LocaI Approvals-Rev3\1 162534-LA-LOCAL.dwg E 0 ike StreetlRoute 114 SIGN AND STATUE Turnp LIGHTING 101 Walnut Street PO Box 9151 18"EXISTING TREE TO 34 REV REMAIN Watertown,MA 02471 617.924.1770 42 SAS -2 ARH 40 PVI A� 3 ARH LOAM& 2 SRS F15 TO LOAM& SEED, SEED,TYP 12 HLQ SIGN AND STATUE LIGHTING tt LOAM& 27 SAS SEEIF�,TYP "LIGHT POLE, PROPOSED 5 Vvi TYP 27 PVI BUILDING 1 -1 3 REV 8"EXISTING TREE 26"EXISTING TREE 55 HSO 6 AA 26 HLQ -4 HLQ -LIGHT BOLLARD,TYP BENCH, TO REMAIN TO REMAIN 20"WIDE STONE STRIP CH TYP 12 SAS 39 HSO -5 REV ,WITH METAL EDGING TYP BEN EN 9 REV 1 ARH 46 HSO 7 PVI 4 HILO 10 CS7 11 HSO F-23 SAS EN -11 F PVI ME 7 REV -------- EN 11 REV ",:BE 9 SAS S REV 25 HLQ LOAM&SEED,TYP SIEED;TYP fHLQSRS 3. 1 ARH 3 HLQ F-30"EXISTING TREE, MULCH,TYP 10 REMAIN 19 CS ------------ 1 12 RFV 0 HSO —8 HLQ G 16 CS 5 SAS 2 KI LOAM& 8 PVI —9 REV SEED,TYP EN EG 11 SAS HSO 1 ARH BOLLARD,TYP ---------- 2 SRS SCORED CONCRETE,TYP 12 REV 1 -4 TS✓ tAedit' EG GRANITE SEAT LOAM& WALL,TYP- SEED,T-P TYP 4 AA -L A & SEED,TYP 2 ARH RIVERBED 11 RFV7 l�\ STONES,TYP -�)42 SRS GRANITE SEAT WALL,TYP 1 ARH 1 ARH J 28 SAS- 19 HSO 10 HLQ 20"WIDE STONE SAS 17 PVI LOAM STRIP WITH-MFTAL 3 HLQ 7 CS SEED. P Q4 EDGING,T7 PROPOSED PLANT SCHEDULE 0 15 30 60 Feet IN GROUND 26 CS BUILDING 2 WELL LIGHT,TYP SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE 21 REV 13 Corner Development 'so DECIDUOUS TREES 16 HLQ AA 10 Acer rubrum'Armstrong' Armstrong Red Maple 3-3 1/2"CAL. Project at Merrimack ME L2 ARH 9 HLQ 1 AS 19 CS L2 SRS to H College LOAM& ........ SEED,TYP AS Green Mountain Sugar Maple 3-3 1/2"CAL. 1 Acer saccharum'Green Mountain' 315 Turnpike St North Andover,MA 01845 EVERGREEN TREES R........ wt, "'d 3 M-r M.dffi-t-s 02/20/2024 JwK TO 15 Thuja occidentalis'Nigra Dark American Arborvitae 6-7'HT. 11 ARH TS 4 Thuja occidentals'Emerald Green' Emerald Green Arborvitae 6-7'HT. FLOWERING TREES ARH 16 Amelanchier x grandiflora'Robin Hill' Robin Hill Apple Serviceberry 2-2 112"CAL. issued f�, D- 2 Planting Notes 10.AREAS DESIGNATED"LOAM&SEED"SHALL RECEIVE MINIMUM 6"OF LOAM AND SPECIFIED SEED MIX.LAWNS OVER 2:1 SLOPE SHALL Local Approvals August 17,2023 BE PROTECTED WITH BIODEGRADABLE EROSION CONTROL FABRIC. SRS 11 Syringa reticulata'Summer Snow Summer Snow Japanese Tree Lilac 7-8'HT. 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 DIRECTED BY OWNER'S REPRESENTATIVE. L),-mg Titi, 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS SHRUBS REPRESENTATIVE OF CONFLICTS. 12.THIS PLAN IS INTENDED FOR PLANTING PURPOSES.REFER TO SITE/CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION Landscape Plan INFORMATION. CS 147 Corpus sericea'Kelseyi' Red Twig Dogwood 5 GAL. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE Z AREA.CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. 13.SCH.40 PVC SLEEVES SHALL BE INSTALLED A MINIMUM OF 12"UNDER ALL PAVED AREAS FOR IRRIGATION PIPE ACCESS. HLQ 132 Hydrangea paniculata'Bombshell' Bombshell Hydrangea 5 GAL. 4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS,AND IN ALL PLANTING BEDS, Plant Maintenance Notes UNLESS OTHERWISE INDICATED ON THE PLANS,OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 0 Is 24 Ilex glabra'Shamrock' Shamrock Inkberry Holly 18-24"HT. 1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS AND PLANTINGS.ALL PLANTING BEDS SHALL RECEIVE DRIP < 5. ALL TREES SHALL BE BALLED AND BURLAPPED,UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION,OR APPROVED BY IRRIGATION INSTALLED PER INDUSTRY STANDARDS.THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS AND PERENNIALS 2 THE OWNER'S REPRESENTATIVE. PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD. D-fimg N-b,, � m HSO 223 Hernerocallis x'Stella de Oro' Stella de Oro Daylily #1POT 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN ON THE PLAN.THIS NUMBER SHALL TAKE PRECEDENCE 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR,AND EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK.WATER IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON THE PLAN.THE CONTRACTOR SHALL SHALL BE PROVIDED BY THE CONTRACTOR. REV 161 Rudbeckia fulgicla'Viette's Little Suzy' Black-eyed Susan #2 POT REPORT ANY DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO 0 L1.0 BIDDING. 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON,WHEN NATURAL RAINFALL IS BELOW ONE INCH PER WEEK,OR gto 0 vhb WATERING SHALL OCCUR AT A MINIMUM OF 3X PER WEEK FOR THE FIRST TWO WEEKS THEN A MINIMUM OF 2X PER WEEK FOR THE 0 SAS 195 Salvia x'Azure Snow' Color Spires®Azure Snow Sage #1POT 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE FIRST 60 DAYS.MANUAL WATERING SHALL CONTINUE AFTER THE 60 DAYS ON AN AS NEEDED BASIS BUT 2X PER WEEK IS STILL OWNER'S REPRESENTATIVE. RECOMMENDED FOR THE FIRST ENTIRE GROWING SEASON BASED ON AMOUNT NOTED IN#4. Sh ar eep 9� GRASSES -2 9 12 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE"AMERICAN STANDARDS FOR NURSERY STOCK"BY THE 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOL IN THE ROOT ZONE OF EACH PLANT. Panicum virgaturn'Cheyenne Sky 2 GAL. I �0 PVI 140 Red Switch Grass AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. S. 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, Notes Pr.j,,,N-b,r 11625.34 1. The intended height of the mature trees along Turnpike Street will be 40 feet. \\Vhb\gbl\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534-LA DT-LOCAL.dwg E O v s ,vhbSAWN AND THERMAL FINISH GRANITE BLOCK.SAWN INTERIOR FACES WITH MORTAR JOINTS. 101 Walnut Street 1"R FRONT FACE PO Box 9151 EASED EDGES TOP OF BACK V-7" Watertown,MA 02471 FACE,EXPOSED ENDS,AND NOMINAL SPLIT FACE ONE INCH ABOVE FINISHED GRADE PAVEMENT.SAW 617.924.1770 EXPOSED VERTICAL SIDES Y8,/FT CUT BOTTOM"NCHES OF FRONT FACE OF BLOCKS TO ALLOW STRAIGHT LINE OF PAVER INSTALLATION. SEALED EXP.JOINT AT PAVEMENT al - o 44 HORZ. FINISH GRADE FINISH I REBAR 12" GRADE LAWN O.C.(TYP) COMPACTED BUILDING SUBGRADE FILTER FABRIC 1-2"RIVERBED STONE • i STEEL LANDSCAPE EDGING .- LANDS CAPE AREA ELL 0 0 0 0 0 :I • • • - -- COMPACTED SUBGRADE COMPACTED DENSE GRADED CRUSHED STONE 20'MIN .. BACK FACE FRONT FACE Section NOTES: 1. ALL BOTTOM INTERIOR VERTICAL FACES SHALL BE SAWN. Stone Strip with Metal Edge Granite Seat Wall N.T.S. Source:VHB Source:VHB STATUE VERIFIED FOR STRUCTURAL INTEGRITY AND REINFORCED AS NEEDED. VERIFY DIRECTION OF FACE PLATE PRIOR TO INSTALLATION EXISTING STATUE BASE 7.8" Corner Development EPDXY GROUT `) Project at Merrimack 72 6"GRANITE SLAB BOTTOM SET ON MORTAR '*� College FINISH GRADE �.............. B 315 Turnpike St uo North Andover,MA 01845 .....1 N. Revision Date A rvd. Isometric View 3 Minor Modifications 02/20/2024 JWK F REINFORCED PROFILE CONCRETE FOOTING Plan View APPROVED EQUAL t CORDIA BIKE RACK,OR @ I C-1. 1'-10" a I TAMPER-PROOF o N ,.I REINFORCED#4 BARS - HARDWARE COVER PLATE bti a'-16 x 1 q'BUTTON HEAD CAP BOLTS N • • I I N 3'16 x 4 r EPDXY ANCHOR s- 3 Issued for Date N r------- .. . �----------- I I Local Approvals August 17,2023 COMPACTED GRAVEL ........ ......... ......... ......... CONCRETE SIDEWALK - m . F COMPACTED CRUSHED Landscape Details v AGGREGATE BASE NOTES: d 1. EXISTING STATUE TO BE REMOVED AND STORED IN A SAFE LOCATION AND PROTECTED FROM THE WEATHER z COMPACTED SUBGRADE AND/OR VANDALISM. O 2. PROPOSED LOCATION SHALL BE STAKED IN THE FIELD FOR CLIENT APPROVAL. 3. CONTRACTOR TO CONFIRM FOOTING SIZE AND TECHNICAL DETAILTHROUGH A FORMAL SHOP DRAWING REVIEW PROCESS INCLUDING FOOTING,GRANITE SLAB,CONNECTION/SUPPORT AND GRAVEL BASE FOR APPROVAL. 4. STATUE INSTALLATION SHALL BE COORDINATED WITH ALL OTHER CONTRACTORS INCLUDING ELECTRICAL, Q PAVING,ETC. Front Elevation Side Elevation ELEVATION 5. INCLUDE TWO LED 4WATT SPOTLIGHTS ON EACH SIDE OF THE STATUE ALONG WITH CONDUIT. NOTES: Dn.i,N�mner 6 6. STATUE SHALL BE CLEANED AFTER INSTALLATION AND ALL PLANTING HAVE BEED PLANTED. 1. BENCH TO BE TRIO BENCH,BACKED,6 FOOT.MODEL SBTRO-72B AS NOTE77 : 7. GRANITE SLAB SHALL BE SALT/PEPPER GRANITE WITH THERMAL FINISH TOP,BOTTOM AND SIDES. MANUFACTURED BY FORMS+SURFACES,OR APPROVED EQUAL. L2.1 REFER TO MANUFACTURER INSTALLATION GUIDE FOR MORE INFORMATION Statue Base Bench Bike Rack z N.T.S. Source:VHB Source:Forms+Surfaces Source:VHB 9 Sheet at N 10 12 vProject N-1,, �� A T_\ F- T A T I T T-- 1625.34 \\Vhb\gbl\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\Planset\1162534-LA DT-LOCAL.dwg E O v s 101 Walnut Street PO Box 9151 EXCAVATE SHRUB BED TO TOP OF FOOTBALL 1 INCH PLANT SPACING 5'ovhb REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE PLANT SPACING("A") ROW SPACING("B") "A" Watertown,MA 02471 WITH SPECIFIED SOIL MIX.SOIL MIX SHALL BE CONTINUOUS 6IN,O.C. 5IN.O.C. 617.924.1770 WITHIN EACH SHRUB BED 8IN,O.C. 71N.O.C. SLOPE TO FORM SAUCER 10IN,O.C. 8Yz IN.O.C. 3"PINE BARK MULCH 12 IN,O.C. 10 Yz IN.O.C. DO NOT COVER STEMS 15 IN.O.C. 131N.0.C. OR TRUNK 181N.O.C. 16 IN.O.C. 24 IN.O.C. 21 IN.O.C. 30 IN,O.C. 26 IN.O.C. 36 IN.O.C. 30 IN.O.C. 48 IN.O.C. 42 IN.O.C. 54 1N.O.C. 48 IN.O.C. 60 IN,O.C. 54 IN.O.C. Q=Z ti— Ow� 0 2"MULCH FINISH GRADE L SIT ROOTBALLON EXISTING HOLE UNDISTURBED SOIL OR ON __ (THREE TIMES FOOTBALL DIA. COMPACTED SUBGRADE PLANTING SOIL WITH SLOPED SIDES) UNTIE AND ROLL BACK BURLAP f i' . �� CONTINUOUS IN BED FROMY(MIN.)OF FOOTBALL; IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. UNDISTURBED OR COMPACTED SUBGRADE NOTES 1. LOOSEN ROOTS AT THE OUTER EDGE OF ROOTBALL OF CONTAINER GROWN SHRUBS. Shrub Bed Planting 1/16 Perennial and Ornamental Grass Planting 9/21 N.T.S. Source:VHB LD 601 N.T.S. Source:VHB LD 602 HARDWOOD STAKES HARDWOOD STAKES OR DEADMEN(TYP.) OR DEADMEN(TYP.) TREE PIT TREE PIT Corner Development FOOTBALL FOOTBALL TREE TIE Project at Merrimack TREE TIE PLAN TRUNK College PLAN TRUNK 315 Turnpike St NYLON TREE TIE WEBBING F' (LOOSELY TIED) North Andover,MA 01845 PAINT TOP 6'OF STAKES ORANGE N. ae.ns.... na" App,d. OR REFLECTIVE RED TAPE NYLON TREE TIE WEBBING 3 Minor Modifications 02/20/2024 JVIK o (LOOSELY TIED) 2"X2"X8'HARDWOOD STAKE C (2 STAKES PER TREE) TRUNK FLARE SHALL BE SET 2" (PLACE WITHIN 6"OF FOOTBALL) ABOVE THE ESTABLISHED FINISHED GRADE TREE SHALL BE SET PLUMB, AFTER SETTLEMENT 7 3"BARK MULCH,DO NOT PLACE MULCH WITHIN 3"OF TRUNK TRUNK FLARE SHALL BE COMPLETELY EXPOSED,SET 2"ABOVE THE ESTABLISHED 't 3'MULCH CIRCLE FINISH GRADE oissued to, Dare o 3"BARK MULCH, August 17,2023 N DO NOT PLACE MULCH Local Approvals AU 9 Z 2"X2"HARDWOOD STAKE OR WITHIN 3"OF TRUNK DEADMEN(2 STAKES PER TREE) v TIGHTEN AS SHOWN SLOPE TO FORM 3,, SLOPE TO FORM A 3" 3"HIGH SAUCER 3"HIGH SAUCER. PLANT BACKFILL MIXTURE. Landscape Details o PLANT BACKFILL MIXTURE. z UNTIE AND CUT AWAY BURLAP O UNTIE AND CUT AWAY BURLAP FROM Y OF FOOTBALL(MIN.); FROM Y�OF FOOTBALL(MIN.); IF SYNTHETIC WRAP IS USED, p IF SYNTHETIC WRAP IS USED, - REMOVE COMPLETELY REMOVE COMPLETELY SIT FOOTBALL ON SIT FOOTBALL ON EXISTING EXISTING UNDISTURBED SOIL HOLE-THREE TIMES FOOTBALL DIAMETER UNDISTURBED SOIL OR ON Dn.i,1—be, o HOLE-THREE TIMES FOOTBALL DIAMETER OR ON COMPACTED SUBGRADE WITH SLOPED SIDES COMPACTED SUBGRADE WITH SLOPED SIDES v Evergreen Tree Planting 9/21 Tree Planting(For Trees Under 4"Caliper) 9/21 L2.2 z N.T.S. Source:VHB LD 604 N.T.S. Source:VHB LD 602 9 Sheet at N 11 12 vProject Number 11625.34 \\Vhb\gbl\prof\Wat-LD\11625.34 Greystar P3 Deve1opment\cad\Id\P1anset\1162534-SL-LOCAL.dwg O v s Turnpike Street/Route 114 --STATUEACCENT -- - LIGHTING ON .. .. BOTH SIDES ............................... `. .. � .. ,.. - 101 Walnut Street PO Box 9151 r � Watertown,MA 02471 } _ 617 924 1770 n SIGN&STATUEs `i-- LIGHTING � � l� �_; 5 �_o .-e � ,_� ,:- -- ���,,, , ..—,�.�.�.�.� .z.�. .,.-,..,�—c _ i - 2 z,a r,.,k. 5., t.r j t PROPOSED �.: �� <z �.���. r IG T.PO�E� �T o BUILDING 1 �.� LIGHT z EN BOLLARD,z� z TYP -1z _ �.. 6., .,.s : EN ME z z 1 A. 1114,' ., ...:, �aa. a r E a _————————— — —————— EN , � i a z 9.2 ; 1 1 o 'o. o o t y- .i b c b.c ,. c.., r m . . to ; i.z f _ .. .. �., t .. MALL40NS.EZ .0 u.�, �.z �r.z ,., r.r r.., ., z LIGHTING AT ALL r:............................ � � EK :,_ . „„ ENTRANCES,SEE. (0 i c ArRCHI�"E�CTS'� EN EG .. 1 BOLLARD,TYP ,"� _ t ., .. .- f , _ I 0�t.� y �_� .,_z „_� �_� �� a' � z.F �s u.- o z c.. 9 z i e _e i,=4'0 ,, _. _ i- i n i ' 1 1 , 1 .2 �z ti� a� di � � s i E� v 4 A.._ �. �._ r.i .. '.'I z.a � b ti. .. _. .., _r ✓1.G5({W,/ .1 'o.J C C.::II i z z g k . L m IN GROUND L z e ;} � WELL LIGHT,TYP c.z - �. o �;�'.— SPRING CITY LIGHT POLE/FIXTURE PROPOSED BUILDING 2 Q4 0 15 30 60 Feet 9 3 Rim c l a e Corner Developm nt o � Merrimack _� t College Project a , z 315 TurnpikeSt I , North Andover,MA 01845 '�" _T,aa No. Revision Nate Appvd. _ 3 Minor Modifications 02/20/2024 JWK o 0 s Y ILLUMINATED BOLLARDS.. rrl0 E NUMBERS 4l)DEN.C€1av'3> m r r a = y ................. ed for Dare - August Approvals ti iSOFOGTCA.4DLE PLOT t366003UOOKI��JB LED) 3 , _ __ Helio light bollards by Form and Surfaces or approved local. Gw • Crash rated. ----- - ---- • Stainless steel. Lighting Plan IN GROUND t5 WALL SCONCE WELL LIGHT a Q 110 Dm ring Number m hb c � _m 2 SL1.0 16 =r '� -_ • Campus standard light pole with banners by Spring City 1 or approved equal. sheet or '— 12 12 as r P,aj-N�be, 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