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HomeMy WebLinkAboutSite Plans - - S*Ite a ns ............................................... ............................................... \ _ . ��-.a ��.:�...,.. �\\... \ ..Y� \..\�.. ..• �.. \.\\\\�.,: i� �..:.�Via. r �.��.:._ � � � �� _ �. aq- SITE - \\`�\ A, WAR \,. VIE �. ..�-.\. �.....�, ,�...\ \\�\ :\. Y\ 101 Walnut Street , � \ \\>'tiy7,.<� �.�\�\\\\ \ � \ PO BOX 9151 t _, Watertown MA 02471 617.924.1770 Manager Construction Gre star Development East LLC qe \ .:\�\ ............................. � ...,,. � � �.�. O�,......_.y� ��..., �. _ � � `\�li 1 Federal St. 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 August 17,2023 Suite 337 C3.0 Layout and Materials Plan August 17,2023 Lawrence,MA 01843 C4.0 Grading and Drainage Plan August 17,2023 978.989.9900 Developer C5.0 Utility Plan August 17,2023 C6.1-C6.3 Site Details August 17,2023 Geotechnical Engineer Greystar Development East,LLC GeoEngineers L1.0 Landscape Plan August 17,2023 239 Causeway Street 1 Federal Street y m Suite 1804 L2.0 Landscape Details August 17,2023 o Suite 105 Y SL1.0 Lighting Plan August 17,2023 Boston,MA 02114 Boston,MA 02110 617.749.9220 O O m Legal Counsel Mark B.Johnson,Esquire Assessor's Map: 25 a 3 Johnson&Borenstein,LLC 2 Lot: 13 12 Chestnut St s v Andover,MA 01810 a a 978.475.4488 O �N 0 w Oco N G co �O N C O> CL V O m aV O_ 'n 5 Q csr':.€t eit N j snv�rr cva �V O V 2- av m 01 x >_n \\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\gbl\proj\Wat-LD\l 162534 Greystar P3 Development\cad\Id\Planset\1162534 PREP.dwg �...� Turnpike Street/Route 114 R&S POST AND RAIL FENCE 101 Walnut Street PO Box 9151 Watertown,MA 02471 617 924 1770 QS R&S EXISTING MERRIMACK ® 16 77 DRILL HOLE COLLEGE"SIGN (FOUND) 10"EXISTING TREE 8"EXISTING TREE 26"EXISTING TREE TO REMOVE TO REMAIN TO REMAIN TREE PROTECTION FENCE(TYP) I \ { 18"EXISTING TREE TO REMAIN 42 EXISTING TREE I TO REMOVE ?R&S POST AND a '� 24 PINE TO REMOVE O \RANCE REMOVE EXISTING LIGHTPOLE(TYP) .j 26"EXISTING20"EXISTING TREETREE TO BE REMOVE AND PROTECT EXISTINGTO REMOVE REMOVED STATUE,TO BE RELOCATEDO 30'.EXISTING TREE \ .... r SILTSOCK/SILTFENCE BARRIER(TYP) 19 TO REMAIN - � 18 e 32"EXISTING TREE }` o 40"EXISTING TREE TO REMOVE TO REMOVE VERIFY IN FIELD ` TO REMOVE 28"EXISTING TREE v, a DrL�6 V o x Med ,o y REMOVE EXISTING UTILITY(TYP) 32"EXISTING TREE TO BE REMOVED48 EXISTING TREE TO REMOVE i 15"EXISTING TREE TO BE REMOVED f 11 0 15 30 60 Feet ' 20"EXISTING PINE ® I = ee TREE TO BE REMOVED I N/E 0 MERRIMACK COLLEGE I Corner Development MAP 24,LOT 29 CUT AND CAP 10'EXISTING PINE 22'EXISTING TREE BOOK 13727,PAGE s V_ �, - Project at Merrimack TREE TO BE REMOVED TO REMOVE EXISTING TREE INVENTORY 10 // I EVERGREEN VS PROTECTED/ College ODE SCIENTIFIC NAM COMMON NAME DECIDUOUS CALIPER SIZEREMOVE C E Acer saccharum Sugar Maple Deciduous US 42" Removed D 315 Turnpike St % North Andover,MA 01845 Acer O REMOVE EXISTING PAVEMENT 'Crimson King' Crimson King Maple Deciduous 0 Removed TREE TO 2 oars app�d. 16 EXISTING TR '`^r " RpN$1p" t BE REMOVED Q Acer saccharum Sugar Maple Deciduous 32" Removed w Acer platanoides Crimson King Maple Deciduous SiA1LIZE➢`CONSTRUCTION EXIT ® 28" Removed � 'Crimson King' 0 Fagus sylvatica Beech Tree Deciduous 48" Removed � a 'm 1 _ © Pinus strobus White Pine Evergreen 24" Removed N U J �\ Acer platanoides Crimson King Maple Deciduous 22" Removed 0 'Crimson King' cN N �', � ` ® Prunus avium Cherry Tree Deciduous 10" Removed �, \ �RON PIPE SILTSACK SEDIMENT TRAP(TYP) � 09 Pinus strobus White Pine Evergreen 20" Removed i��"ed to, o„e (FOUND) 10 Fraxinus ornus Ash Tree Deciduous 16" Removed Local royals August 17,2023 App �� 11 Acer saccharum Sugar Maple Deciduous 16" Removed 12 Acer saccharum Sugar Maple Deciduous 32" Removed ^r01, Fagus sylvatica Beech Tree Deciduous 26" Removed s Acer saccharum Sugar Maple Deciduous 10" RemovedSite O N/F `_ _ © Acer saccharum Sugar Maple Deciduous 18" Protected Preparation Y MERRIMACK COLLEGE �- • • Control CONC.BOUND , ;,�_ 1l� Acer saccharum Sugar Maple Deciduous 8" Protected MAP 2,LOT 50 Z , // :_ O / \� �` ENTER ;- �' �,-.,... ��/'�(�heri1,���'A' 1© Acer saccharum Sugar Maple Deciduous 26" Protected BOOK 13727,PAGE 8 / FOUNC" LJ Y/\f � � �^" .,_. Q��. 18 Acer saccharum Sugar Maple Deciduous 30" Protected Acer saccharum Sugar Maple Deciduous 40" Removed sue. D,mg Number e m v. hb Notes N --- 1. CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF THE LIMIT OF WORK SHALL BE FITTED WITHrM C2.0 � SEDI M E NT TRAPS U NT IL TH E S ITE IS FERMAN ENTITY STAB I L IZED. $Sr+�y$r �,.. --��;� N �`NQ \ 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. R TH A l- sheet ar N ' N F `DOI/ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION EXITS AT ALL 2 11 (O ,A/V F/2 - :, CONSTRUCTION VEHICLE ACCESS POINTS ONTO DISTURBED AREAS OF THE SITE.CONSTRUCTION EXITS - fi `L. �� „'' '��� SHALL BE MAINTAINED UNTIL DISTURBED PORTIONS OF THE SITE AREA STABILIZED AS DETERMINED BY e MATTHEW R.N P>1ARIA WILSON V' THE ENGINEER MAP 2,LOT 49 �.t N Project Number BOOK 1091 PACE 169�, ''PACE � � 11625.34 \\vhb\gbI\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\PIanset\1162534 LM.dwq 00 It 06 �3 \.0 Turnpike Street/Route 114 o 101 Walnut Street -_................ PO Box 9151 CURBING ow 02471 Watertown, 17 24177 S45°3941 L,.. 91532 — - — — — — — — — — — - - - O L 159 -- -- - -- - -- -- -- Legend: -- -- -- -- - DRILL HOLE� � R a.zs (FOUND) JA0 13'4 r 7 l 0 SIDEWALK/PLAZA yn\� RELOCATE EXISTING STATUE PROPOSED rIl r JC BUILDING 1 CONCRETE DUMPSTER PAD l 77,600 TOTAL GSF MODULAR WITH ENCLOSURE BITUMINOUS CONCRETE PAVEMENT o RETAINING WALL 4 LEVELS 1 366 BEDS ;t \\ LA EN I' CRUSHED STONE BUILDINGS L MERRIMACK L COLLEGE ENTRY SIG1�� ----- l LANDSCAPE AREA c w T \7 7 \ GENERATOR l APPROX.PROJECT LIMITS ?, \ LIGHT BOLLARD(TYP),SEE LA PLANS PAD : z LA 72, LA z SEE LA PLANS FOR TRANSFORMER I .G .�� �• ��� MATERIALS PAD L:� z n l \§ �� �: n ' f \ LA Z J1 b20 �7 ,319,2� � z Program ��� �, ,� m Summary 53.3 �O SEE ANDscAPEP AN a Description Building 1 Building 2 A b°3934 EN EN EN CONCRETE RAMP FOR MATERIALS EN EN - � RESIDENTIAL GSF 72,300 56,500 ^ DETECTABLE WARNING(TYP) ACADEMIC/CLASSROOM GSF 5,300 5,500 WITH HANDRAILS ;t BOLLARD\ (TYP)50' DETECTABLE WARNING(TYP) R "; TOTAL GSF 77,600 62,000 ACR TYPE A a ` ' BOLLARD(TYP) 25 DrLV e _R&R EXISTIN POST 1� ACR TYPE'A' y�- '? Aned�,l cl AND RAIL FENCE 75., `9 * 4, ^ f-1 HYD PCC DROP-0FF ZONE FLUSH PCC ' Parking Summary SWEL # v LA �o EXISTING PROJECT TOTAL-42 SPACES PROPOSED PROJECT TOTAL—0 SPACES PROPOSED CHURCH TOTAL--1 SPACES ACR TYPE'M' ak -� NET CHANGE--43 .: LA N 27'12'12"E / EN '35 8 72 0 15 30 60 Feet , Q4 �. \ PROPOSED CONCRETE RAMP LA a - WITH HANDRAILS i DETECTABLE WARNING(TYP) BUILDING 2 GENERATOR PAD N/E MODULAR :'� TRANSFORMER PAD 62,000 TOTAL GSF RETAINING WALL :-. ACR TYPE'M-D' MERRIMACK COLLEGE „ 4 LEVELS 174 BEDS ACR TYPE'M' Development Corner MAP 24,LOT 29 \ BOOK 13727,PAGE 8 \ N Project at Merrimack LA DO ESTER PAD College WITH ENCLOSURE 12 12 LA .. .... 315 Turnpike St North Andover,MA 01845 No. R...... wte "'d. I U \ \ Iis ' \ m _ ' I HEAVY DUTY PAVEMENT - 2 `T N-I TZ12"E MAINTAIN R1-1 ;� p Q � \281.29� AND STOP BAR Sign Summary N „ Specification o \`\ ON PIPE U T C D Desc. dfor pate M (FOUND) Number LOCa� OVa�S August 1 023 \ Appr7 2 Width Height a a R1-1 30 30. Layout. • m N/F MERRIMACK COLLEGE - Plan �..�.-.\ ONC.B UND ZoningSummaryChart o MVP 2,LOT 50 / q� CENTER Flphe CBOOK 13727,PAGE 8 / (FOUND) y W. Zoning District(S): Residence 3(R3) Overlay D trict(5) one a i s N / Zoning Regulation Requirements Required* Provided ry MINIMUM LOT AREA 25,0005E 2,48,742 SF ro FRONTAGE 125.0 Feet "1 25 Feet hb ` \ FRONT YARD SETBACK 30 Feet 32 Feet C3.0 Notes `r SIDE YARD SETBACK 20 Feet »20 Feet Sty_� REAR YARD SETBACK 30 Feet >30 Feet a' c 3 r 01 Mgt 4 ` ,� \ \ h 'O\ V ADA REQUIREMENTS,WHICHEVER IS MORE RESTRICTIVE. MINIMUM LOT WIDTH 0 Feet 0 Feet ( -�T�� Sheet of � N �N R 1. ALL ACCESSIBLE PARKING RAMPS AND ACCESS SHALL CONFORM TO MAAB AND c � \ -t N co D 35 Feet 48 Feet** �r MAXIMUM BUILDING HEIGHT N/F � \ A F 3 11 ,VD 1' R 2. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO MUTCD REQUIREMENTS. _ e o OyC(� *Zon ng regulaton requ'rements as specf'ed'n Tawn of North Andover MA D'vs oni Bylaws,Part ll f MATTHEW R.(k�1ARA WLSON FR'� General Le Icon Chat 195 Zonn Code Artcle 7 Dimensonal Re t§19572 Table of /t qsa pRe s. qu remens 3 .,t� �� 3. SITE LIGHTING SHOWN FOR COORDINATION ONLY.REFER TO LIGHTING PLANS FOR summary of Dimensional R q�reme,ts MAP 2 LOT 49 , � � � �',, PROPOSED SITE LIGHTING. »w II raga re I f f height raga rement ender MGL cn.4oH 43(the"poser Amendmenr•1.Proposed wo7ea Na,nber rn 1'1 n g o,averag gae calculat on. BOOK 109��,PACE 169 height based� �. ` � ` \� erd 11625.34 \\vhb\gbl\proj\Wat-LD\l1625.34 Greystar P3 Development\cad\Id\Planset\1162534 GD.dwg 00 �...� Turnpike Street/Route 114 101 Walnut Street --- PO Box 9151 02471 Watertown,MA zi9v Ex,, ,.... 617.924.1770 it = 219219,6 1r EX^ 219.E a - 227.... 2187 22 22 224 23 218.7 N .. 2273 23 :•, z 12"D 2 ,z..y 22822 � @, v I 2164 218.2 PROPOSED C D `2163 161 BUILDING 1 _ �•' v u- by N , 2v.z o N,' Hof FFE=228.0 r x 2 FFE=224.0 ~ ,. U C.> y P. 22.. -OR%I-z.P SING--_ - , 217.1 - f.._ 171 I �v....a. .t:�,_.�. _.-.; _ -,., _ 2\ :v.ac.� 220.6 1 r r221 A�l 3v ^SU.- '3S L----- c,224.0 2240,,,' ' j..... � 220.7;' 3� -,,.- FSH00. C.E \ ��� 2238 2238,. I 223.8 a �t _( _' r # ; �:. � �' 1 220.6 220.5 j (I (i( ._ -„_, .:_.,v- i�?JH 227 1 LE uu bo y L12•::� zzz9 `.2229 iL TC J „3 EN EN i j _��.-..- 0 1... ,a._e�7 1. c EN EN 2298TC - 230.1 C �o 2228 - t ... _ zw� 7 2Z2.5 .t 7739 222.7 ':. t 236 �--; 229.4 BC prLVe .� 222.6 77gp 2. Z... 2c::�,\t 222T ;"L'U`�- -"� - 227,8 _ JIG m � .� ed <` ff , Z23.1 --522274TC HYD \, f r`` # 773 6-- ,L,yb 2268 BC 217.4 277 �� i 230 vC 223$ y:'- t FFE 220.0' 774.5 729.o Ex .. _ ,. `� _ X Abe .;'. \ �'"` `... 2243 ............................ CC.}l C \C _ 2 .:I >.._WS 276.8 EX 228-� ' 26 0 2243 225.8 N '. 4 uz _ ... p l 22 At ......2238 225.9 ..,\ ::< , aC i / t 2238 226.3 -6::D } ++ 31 SLOPE(TYP) 2 5.7 -227.7 TC :'; Y.,1s.,;. .�,_/7q0 E 27.7.2 BC 225.9 EX a 2 227.2 x i n-.a� - ;<.z:... j / Z ,......EN 226.3 / N 27A� 38 227.9Q4 0 15 30 60 Feet o �: a 2258 os ':L�1 O SY ti,\,_P 2 G PROPOSED -- 22 2 50. v- 2 6._ 6 BUILDING 2 5.7 2277 22792 EX z t _a Ll't=254.E � _ ..� N ! - :..- 223.8 T\N ? . l 225.9 2263 ^i L � FFE-224.0 ��- 2271 Corner Development ' 2259 2263`. 2270 EX 227.E Project at Merrimack 223 8 TW � .. � � J 223 7 BW 224\ , 2271 "'227 77 EX 2L33" College 224 �,- 4 2 a 315 Turnpike St 22a 1 22 North Andover,MA 01845 a ... -2238 TW_. .22_ .�...... ``- "L No. ae..:m� wry nva.:d. =� 2168BW 3:1 SLOPE(TYP) 211�4� RED=<.0 •�I li SiTGib TCz•cP - M>.o I 0 s 000 Issued to, Date Local royals August 17, 023 �^ Approvals 01 Q L _ • • • ' 2180 EX - e", Drainage Plan o Flp o _ e Y Wp�, ^ Notes brewing Number 1. ELEVATIONS SHOWN ARE BASED ON NAVD OF 1988. `" ` ;__' 2. CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF THE LIMIT OF WORK �_ C4.0 z \ '� - SHALL BE FITTED WITH SEDIMENT TRAPS UNTIL THE SITE IS PERMANENTLY STABILIZED. 3 ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION Q ACID h " �,VORT \ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING `g�`�` '_`� sneer ar \ AIVI) CONSTRUCTION EXITS AT ALL CONSTRUCTION VEHICLE ACCESS POINTS ONTO j A`\VFR �,- DISTURBED AREAS OF THE SITE.CONSTRUCTION EXITS SHALL BE MAINTAINED UNTIL 'e 4 11 �Q �:- v , `'' "' '� '� DISTURBED PORTIONS OF THE SITE ARE STABILIZED AS DETERMINED BY THE ►\� ENGINEER T.. a.... w: a 11625 34 ti ti \\vhb\gbI\proj\Wat-LD\11625.34 Greystar P3 Development\cad\Id\PIanset\1162534 UT.dwg F- —___ - -- s 00 Turnpike Street/Route 114 101 Walnut Street ...... _ PO Box 9151 a e ow ....>.. W t rt n MA 02471 617 924 1770 4 ® "a, PROPOSED BUILDING 1 EF, _ — } = r >.tt VC '''l7i FIRE DEPARTMENT CONNECTION t -C ni -iY.Y -�?RS EN FFE=228.0 FFE—224.0 — c o _ Ni 2R 1 y � .�o S. O�1 X 3 C v T {3"? i.. ,._ - .. ik I �.__J. -c i - �.4J t ,,G 2;'-6 cca.o TP n; r El ROT i O C.S �1­ w _S=;C=.' �Iu.� ' 3 it - _., s zz r7 GENERATOR ._ il u6 J c. —INV=224.2 TRANSFORMER E - O An C _ U t i+ f0 ' 12'D If u� �. ac EN EN _ -G � � t EN EN r i ., a pri zOCfg .` -'� e, _. 3# = CAP FOR FUTURE .fir• 999 hYD EXTENSION 2 " FFE 220.0 E .. _ � 10 X6 TEE � � A / <... t. 8 3 t b If eV ,2 - - 1 � s / 2i,-4­15'OUT) -. RFACF..NF!iTRAT!Oli�_ls-,-_li-uQ4 i O- z>> >a // mL o EN _ 0 15 30 60 Feet ` Willi v'OF S'>T,%V R—21—.ROT OF�TONE � PROPOSED ��`� =-1<6 BUILDING 2 FIRE DEPARTMENT `,` CONNECTION >C FFE 224.0 Corner Development ,Vllk � Project at Merrimack College 41 E 15 Turnpike St " t North Andover,MA 01845 L -.. GENERAT OR _CL I TftANSFORWER ava�d. SOLID COVER ®e " No. ae�-�s�o� oa�e m m mmm v m I0 N \' - N i d to, Date ugus7 2 o , Local I A t 1 023 oca Approvals s N 0 \ �µ s Utility Plan i w �S O h ejy�� ,:. 'Fla IN Notesa a� 1. ELECTRIC AND TELECOMMUNICATION ROUTING IS FOR INFORMATIONAL PURPOSES ONLY.REFER TO MEP PLANS FOR DETAILS RELATIVE TO ELECTRICAL AND TELECOMMUNICATION SYSTEMS m 2 SEWER CONSTRUCTION SHALL BE COORDINATED WITH THE OWNER AND.oe A hb C5.01D \ ACCOMMODATIONS FOR SEWER SHALL BE PROVIDED AT ALL TIMES 3. ALL SEWER LINES WITH LESS THAN 4'OF COVER SHALL BE INSULATED. fiNoRTy sham ar /I \ '�` - AID 4. THE CONTRACTOR SHALL OBTAIN A MASS DOT HIGHWAY ACCESS PERMIT FOR c AN�o D�V�R CONSTRUCTION WITHIN STATE HIGHWAY RIGHT OF WAY. ""$c 5 11 ,,,,,,,, S. ALL WATER AND SEWER MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE 3 ,� _e M "`� TOWN OF NORTH ANDOVER REQUIREMENTS. ,\ - \ \.. -"'"� \ Project Nurnbei �. _ 11625.34 \\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 \\vhb\qbI\proj\Wat-LD\1 1625.34 Greystar P3 IUeveIOFpment\cad\Id\PIanset\1 162534-DT.dwg E 0 NOTES NOTES 24"DIA. 1.ALL SECTIONS SHALL BE DESIGNED FOR FINISH GRADE ACCESS 1, ALL SECTIONS SHALL BE DESIGNED FOR > H S-20 LOADING H-11 LOADING.DIAMETER OF STRICTURES SHALL BE COORDINATED WITH PIPE 2.FOR HDPE,PVC,AND DI PIPE,PROVIDE CONFIGURATIONS FLEXIBLE BOOT CONNECTION INSTALLED SEE NOTE 4L N I ALTERNATE ECCENTRIC CONE SECTION PER MANNFACTURER'S 24 2,COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12 O.C.FOR THE FULL DEPTH SQUARE OF THE STRUCTL RE. 24 SQUARE OPENINGS FDR PIPES WITH 2 MAX, TOP OUTSIDE.1 PIPE RECOMMENDATIONS FOR PAR PROVIDE OPENING(TYP.) CLEARANCE TO OLTSIDE OF PIPE AND ALTERNATE TOP SLAB MAX ALLOWABLE COVER MORTAR CONNECTIONS, 3.FOR HDPE,PVC,AND DI PIPE,PROVIDE FLEXIBLE BOOT CONNECTION INSTALLED PER 3.JOINT SEALANT BETWEEN PRECAST INVERT P_48"DIA(MIN.) SECTIONS SHALL BE PREFORMED BUTYL SEE NOTE 3 INISH 24 DIA. MANUFACTURER'S RECOMMENDATIONS.ACCESS 8" FOR RCP,PROVIDE OPENINGS FOR PIPES MIN REQUIRED COVER 14' RIBBER GRADE f WITH 2"MAX.CLEARANCE TO OUTSIDE OF PIPE AND MORTAR CONNECTIONS C,z -DIA VARIES TOS-226.6 ALTERNATE TOP SLAB 4 CATCH BASIN FRAME AND GRATE SHALL BE EE SEE NOTES- SET IN FULL MORTAR BED.ADJUST TO 226.1 FINISH GRADE = DOGHOUSE"OPENING 4,JO FIT SEALANT BETWEEN PRECAST SECTIONS INSIDE HEIGHT 8 24" 8" GRADE WITH CLAY BRICK AND MORTAR(2 0 SEE NOTE 2 SHALL BE PREFORMED BUTYL RUBBER BRICK COURSES TV PICALLY,5 BRICK COURSES MAXIMUM). 5 DRAIN MANHOLE FRAME AND COVER SHALL 101 Walnut Street SEE NOTE 4, 12 48'DIA,(MIN.) E7 P:I BE SET IN FULL MORTAR BED.ADJUST TO GRADE WITH CLAY BRICK AND MORTAR E2 STEPS SEE BRICK COURSES TYPICALLY,5 BRICK PO Box 9151 0 0 199vhb 2'-0"SINGLETRAP V: NOTE 2, COURSES MAXIMUM) u Watertown,MA 02471 z SEE NOTES zy.. 617.924.1770 48 CIA(MIN.) GP SEE NOTE 4 o OIL/DEBRIS zzd 48 CIA(MIN) ILENE TO BECCONCRETE FORMED OUTLET COMPACTED GRAVEL COMPACTED SUSIRADE AT SLOPE OF 1 PER FOOT. SYSTEM INVERT 224.10 f OUTLET 3 boa I �!I - 1 INVERT NOTES 71 MIN.4000 PSF BEARING CAPACITY 3''CRUSHED ANGULAR SEE NOTE 2 w 12 TO BE VERIFIED IN FIELD BY OTHERS AGGREGATE WITH NO FINE 1,ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. Om 2'-0"MIN EXTENSION 2,PROVIDE DOGHOUSE OPENING FOR PIPES WFIH 2 MAX.CLEARANCE TO OUTSIDE -SEE NOTE 3 CRUSHED ANGULAR STONE BEYOND PERIMETER OF OF PIPE. 2'-0"SINGLETRAP TOP SLAB SHALL NOT REST DIRECTLY ON PIPE GROUTALL PIPE WITH NO FINES STORMTRAP MODULES COMPACTED 77 CONNECTIONS(NON-SHRINK GROUT). 0 12" GRAVEL zC (FYP) 3,JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. SUBG COMPACTED OM R RE 4.CATCH BASIN FRAME AND GRATE(4 DEPTH)SHALL BE SET IN FULL MORTAR BED. CEMENT CONCRETE INVERT 5.ADJUSTTO FINISH GRADEVITH CLAYBRICKAND MORTARAS REQUIRED. COMPACTED GRAVEL COMPACTED 11EGRADE Catch Basin(CB)With Oil/Debris Trap 3121 Catch Basin(CB)Shallow Cover 1/16 Drain Manhole(DMH) 11/19 Subsurface Infiltration System A(StormTrap SingleTrap) 08/23 N.T.S. Source:VHB ED 101 N.T.S. Source:VHB REV ED 104 N.T.S. Source:VHB LD-11S N.T.S. Source:StormTrap 30 DLA. NOTES ACCESS 1.STRUCTC RES SHALL BE PRECAST -L CONCRETE,DESIGNED FOR HS-20 LOADING 48 CIA MANHOLE E 48 CIA MANHOLE 1 2 COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT12 O.C.FOR THE FELL ALTERNATE TOP SLAB DEPTH or THE STRUCTURE. FINISH (STEEL REINFORCED FOR HS-20 LOADING) 3 EXTERIOR SURFACES SHALL BE GIVEN GRADE� T,0 GOALS OF BITUMINOUS WATER- MAX ALLOWABLE COVER MAX ALLOWABLE COVER 30 DA, PROOFING MATERIAL 'a ACCESS 4 JOINr SEALANT BETWEEN PRECAST MIN REQUIRED COVER 3' MIN REQUIRED COVER 18' SECTIONS SHALL BE PREFORMED BUTYL SEE NOTE 5- - I 5 STANDARD SEWER MANHOLE FRAME TOS-221.0 ----- AND COVER SHALL BE SET IN FULL INSIDE HEIGHT-220.5 INSIDE HEIGHT 217.5 MORTAR BED.ADJUST TO GRADE WITH u 0 SEWER BRICK AND MORTAR(2 BRICK z COURSES TYPICALLY,5 BRICK COURSES EC 1-�- 'j STEPS,SEE MAXIMUM) NOTE2, SEE NOTE 1 T-6"SINGLETRAP T-6"SINGLETRAP ---------- TEE NOTE 4. RUBBER.Go ST ANDARD UJ A COURSES E A N MORTAR U A D X B N R SE WER T R SEE NO E D R C D T I 7�48 DIA.MANHOLE(MIN) D NOTE EF EP ---------------- FLEXIB LE WATERTIGHT SYSTEM INVERT-217.0 SYSTEM INVERT 214.0 S T GASKET OR SLEEVE OUTLET 3 3 0 t� 12" FE MIN.4000 PSF BEARING CAPACITY 3"CRUSHED ANGULAR MIN.4000 PSF BEARING CAPACITY 3' SHED ANGULAR Q 7YP) ' TO BE VERIFIED IN FIELD BY OTHERS GATE WITH NO FINES 2'-0"MIN EXTENSION TO BE VERIFIED IN FIELD AGGREGATE WITH CRUSHED ANGULAR STONE 2'-0"MIN EXTENSION '8 CRUSHED ANGULAR STONE BEYOND PERIMETER OF 4 BEYOND PERIMETER OF 3'-6"SINGLETRAP WITH NO FINES STORMTRAP MODULES 3'-6"SINGLETRAP WITH NO FINES STORMTRAP MODULES SHELF TO BE SEWER ARCH INVERT TO BE CONSTRUCTED 'RICK LAID FLAT AT S WITH SEWER BRICK LAID AS LOPE OF 1"/FOOT STRETCHERS AND ON EDGE COMPACTED GRAVEL BRICK CHIP AND Corner Development MORTAR OR CEMENT COMPACTED SUBGRADE CONCRETE FILL Project at Merrimack Sanitary Sewer Manhole(SMH) 1/16 Subsurface Infiltration System B(StormTrap SingleTrap) 08/23 Subsurface Infiltration System C(StormTrap SingleTrap) 08/23 N.T.S. Source:VIER ED 200 N.T.S. Source:StormTrap N.T.S. Source:StormTrap College 315 Turnpike St LAWN 12" ADA-COMPLIANT FLUSH GRATE CDS1515-3-C DESIGN NOTES T­HARDSCAPE North Andover,MA 01845 OUTLET STRUCTURE CHART 1111111­IITID TII1T111T 11-111 11111 11 P11 LICIL 1111LIIINI, N. R......P D­ App,d 111PILI11 11111IT­ T11-NIIII 1­11 P.N1.111IIN L. F-A IY z NLET 0 < 0 WATER-TIGHT JOINT "z PRECAST CONCRETE WEIR A DETENTION 2 BASIN IN E� E Z E L-O ------ SYS B B114 220PO V-10 218,5 0'-10 218 5 CONTROL ORIFICE(S) MULCH 12 DOME GRATE SEE CHART 8" a 111 1­1 IN'I... PITIC INLET PIPE P 'LIT, PER PLAN OUTLET PIPE 'LIT, IIIII.LP *'T­T1EE PER PLAN 66 PLAN VIEW B-B CONCRETE COLLAR F.T.S. I tar, De FINISH August 17,2023 GRACE 12"MIN SEE NOTES , Local Approvals ­­11­1T 7 TO 1-1-DE NOTE 5. 1 IIIIE SEENOO:: �2 FIIEII­ PIPE PER PLANS IN.11 III PLIT (REFER TO UTILITY COMPACTED GRAVEL FRAME AND COVER -IL STEPS SEE NOTE 2 TRENCH DETAIL) D,I.i,q Ufl� (DIAMETERVARIES) 48'DIA,(MINT "LIT11E PRECAS CONCRETE WEIR MANHOLE ACCESS Site Details B "LT"L'NLETr' FLOW ooAT Y�-�-TH1.NTRCL.EJFI1E(S) L-A E' SEE CHART PLAN VIEW z NOTES 0 1 ENE.L N. SEE NOTE 4 '11NTE........E ILL 1ATE"L''NLE11 NIIEI'T=E 0 -11LI E.F­T­1EI11D"'PI­T.EETA'­­'IT11P I-PIE-T IL-EI.NTAITIoIRI�ONTEI�IENCINEEIEo 1,ALL ECTIONS SHALL BE DESIGNED FORHS-20 LOADING.DIAMETER OF STRUCTURES I 1IL=LL­1LEP1�ET1'E'N'T1T1E NTI I-N SHALL BE COORDINATED WITH PIPE CONFIGURATIONS. I. , T",1­ 1 11 11 1 1 G I.NT­T­N1.I IT-11E EITI 1­111E.EITI.1 11.1EIT. 1111-T-_/ 4.STRUCTURP SHALL-PT�HTO HS2o�I 1ITH I V 111 1-1­G111111­11 PL­PN.T.1 11­1 T"P'TLPT'I"""T'L' ICEEEP 2.COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12 O.C.FORTHE FULL DEPTH T" 11 HID �FRE'�I IIE71'V'�'.'1'ZZTL I"I ETAP,TE'�PLLI�E6��l�ELFII�TIIIIFII�EENIILNIEI.IEI.IIIEINIIEI�IEIS OF THE STRUCTURE. Derwin Number NEI RAIN N 'UETU"I'LL�ETENENET'�.�N�'N'TE�.�l�Ill-T��Tll���l-�-�HT�L�A.11�IDE�,�NIIITH��. COMPACTED I S T- WATER-TIGHT JOINT 3 FOR HDPE,PVC,AND DI PIPE,PROVIDE FLEXIBLE BOOT CONNECTION INSTALLED PER -TILATI- ----1, 7)RE MANUFACTURER'S RECOMMENDATIONS.FOR POP,PROVIDE OPENINGS FOR PIPES UBGRAIDE ­LS--PE­11 A.ANY U E IACKFILL I-AND10I ANT'IL.TPTKN 1-113 UNI APE I TEIIE-O 1EIIGN I.-DE11TIONE­­LL WrrH2 MAX.CLEARANCE TO OUTSIDE OF PIPE AND MORTAR CONNECTIONS. I y 11" INI IN''AIH I..III TI LIPT All 1IT THI coI IIIIIHILI ITPIPTIPP.�INTTR-A'T"�T".'I"'�'LI�'.T'�'E'INTN'T"ET..EENALLTLTT I A, N E--PI AI'E"rLE'TP'P­E "NTRAIT"T'P"V'E I ITELL ANI­PT PLETAN-PTLET PIPE'I'. PIPE NVEET­11 EL.PTI-1-N.ILL PIPE 4.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. NOTES: ­TERL'.EITI­TI1 PIPE IPENI­ENTE­��A.."""'� ELEVATION A-A HILP-11111 11­11LINI N11P, I I G S.DRAIN MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED.ADJUST 1.AREA DRAINS SHALL BE NYLOPLAST 12'DIAMETER •CRAIN BASIN,OR APPROVED EQUAL 01 C6.3 '\\-I.-IAI EDIRAVEL N.T.S. TO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES TYPICALLY 5BRICK SECTION A-A COURSES MAXIMUM) 2.GRATES SHALL BE NYLOPLAST 12 PEDESTRIAN MODEL 1299CGP OR 12 DOME GRATE MODEL 1299CGD F COMPACTED SUBGRADE (OR APPROVED EQUAL). Sheet f >I 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 11 N.T.S. Source:Contech N.T.S. Source:VHB REV LID 162A N.T.S. Source:VHB LD-193 ► Dq­Number 11625.34 \\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