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HomeMy WebLinkAboutSite Plans - - S*Ite a ns , y 21, 0- ��-.a ��.:�...,.. �\<.. \ ..Y� \.\\.. ..• �. \.\\\\�.�; i\ �_:.�Via. r �.��.:._ \ � � �\ _ �: _.: �a \\<o. .� \�\_.gip`��"�...\ -��. �,.\\,�<�<\�� �� yv.,..c ON 0. \ \ ' SITE ti a \ s � 000 A k -A* o"l, ,C _ �\ - • � • / • � ,:\ \ �<� \� \\ \��� ....�. \:. \\``` \�\a,. -.tea-....^,.,, ��.\, a..� \. Ag ti .....,��- - :<\� �':•\>-'tiyl.. - �.k \..?G \ =\ `�v.: \. tea\\ v` . PO Box 9151 \ \ \ Watertown,MA02471 \may \ � � \ �\ ` �\\\ \\\ e\\ � ��` \:: � .tea:� `\�\ � .�:� <.:\ �\�-�...: \.• \-� \\ �. a - 617.924.1770 Owner/Applicant Sheetindex Reference DrawingsArchitect PROCON Merrimack College No. Drawing Title Latest Issue No. Drawing Title Latest Issue PO Box4430 315 Turnpike Street C1.0 Legend and General Notes September 12,2024 S71 Existing Conditions Plan of Land September 12,2024 Manchester,NH North Andover,MA 01845 C2.0 Site Preparation and Erosion Control Plan September 12,2024 603.623.8811 C3.0 Layout and Materials Plan September 12,2024 Project Manager C4.0 Grading and Drainage Plan September 12,2024 Trident Project Advisors and C5.0 Utility Plan September 12,2024 Development Group C6.1-C6.3 Site Details September 12,2024 155 N Broadway Salem,NH 03079 603.898.6110 Legal Counsel Mark B.Johnson,Esquire 0 m Johnson&Borenstein,LLC 12 Chestnut St Andover,MA 01810 Assessors Map: 25 978.475.4488 Lot: 13 V N Q 7 O u N J N w 01 v Gl� a V Z a v a �N E m v m (NOFMgSs4� o CL o TRAN y Q � DIANE m m C- No.54369 N 1°o Q �J 0 NAIEN�� a V N av m o' x >Ln \\vhb.com\gbl\proj\Wat-LD\11625.37 Merrimack Lecture Hall\cad\Id\P Ian set\1162537-LG.dwg O v s Legend Abbreviations Notes Exist. Prop. Exist. Prop. General General Layout and Materials ---- 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 ACR ACCESSIBLE CURB RAMP PAVEMENT MARKINGS,UNLESS OTHERWISE NOTED. PROJECT LIMIT LINE � BITUMINOUS CONCRETE PAVEMENT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES ---- RIGHT-OF-WAY/PROPERTY LINE 0 BUILDINGS ADJ ADJUST SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. Vhb EASEMENT >� RIPRAP APPROX APPROXIMATE 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED 3. CURBING SHALL BE VERTICAL GRANITE CURB(VGC)WITHIN THE SITE UNLESS OTHERWISE INDICATED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND ON THE PLANS. 260 Arsenal P�#2 - - BUILDING SETBACK CRUSHED STONE BIT BITUMINOUS LOCAL LAWS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO PO Box 9151 PARKING SETBACK CONSTRUCTION EXIT BS BOTTOM OF SLOPE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES THE BUILDING,INCLUDING SIDEWALKS,RAMPS,BUILDING ENTRANCES,STAIRWAYS,UTILITY 10+00 (BUILDINGS,PAVEMENTS,WALKS,ETC.)SHALL RECEIVE 6 INCHES LOAM AND SEED. PENETRATIONS,CONCRETE DOOR PADS,COMPACTOR PAD,LOADING DOCKS,BOLLARDS,ETC. Watertown,MA 02471 -- BASELINE LANDSCAPE AREA BWLL BROKEN WHITE LANE LINE S. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION LAYOUT 27.35 TC x TOP OF CURB ELEVATION CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LAND SURVEYOR. 617.924.1 770 ----- ----- 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 2685 BC x BOTTOM 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 132.75 x SPOT ELEVATION EL ELEVATION HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 45.0 TW x 7. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS LIMIT OF DISTURBANCE 38.5 BW TOP&BOTTOM OF WALL ELEVATION ELEV ELEVATION AND APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH Demolition WETLAND LINE WITH FLAG BORING LOCATION THE WORK INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT 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 FLOODPLAIN TEST PIT LOCATION APPROPRIATE PERMITS. LIMIT OF WORK INCLUDING BUILDINGS,STRUCTURES,PAVEMENTS,SLABS,CURBING,FENCES,UTILITY FDN FOUNDATION Mw MONITORING WELL POLES,SIGNS,ETC.UNLESS INDICATED OTHERWISE ON THE DRAWINGS.REMOVE AND DISPOSE OF BLSF BORDERING LAND SUBJECT � © 8. TRAFFIC SGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM EXISTING UTILITIES,FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 TO FLOODING FFE FIRST FLOOR ELEVATION TRAFFIC CONTROL DEVICES. FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. Bz WETLAND BUFFER ZONE --- ---- UNDERDRAIN 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 0z NO DISTURB ZONE m"'-- -�� DRAIN 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 GTD GRADE TO DRAIN EXPENSE. CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY z00'Ra "1"` --- BDADFURAIN REPRESENTATIVES. 200'RIVERFRONT AREA LA LANDSCAPE AREA 10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE FORCE MAIN ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY, 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, LOD LIMIT OF DISTURBANCE -- -- GRAVEL ROAD OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT STATE AND LOCAL REGULATIONS,ORDINANCES AND STATUTES. ^'F'""' OVERHEAD WIRE MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER EOP EDGE OF PAVEMENT 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 6"W WATER BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT BB BITUMINOUS BERM 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 -4 FP- FIRE PROTECTION RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO BC BITUMINOUS CURB --- ---- GAS NIC NOT IN CONTRACT CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR 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 CC CONCRETE CURB E ELECTRIC NTS NOT TO SCALE ADDITIONAL COST TO OWNER. WORK. CG CURB AND GUTTER SE PERT PERFORATED - ----- STANDBY ELECTRIC 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 ECC EXTRUDED CONCRETE CURB -STM- 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, STEAM PROP PROPOSED NO COST TO OWNER. DISCOVERY,REMOVAL,ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS,TOXIC WASTES OR MCC MONOLITHIC CONCRETE CURB TELEPHONE 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 PCC PRECAST CONC.CURB 'A FIRE ALARM BET RETAIN CONSTRUCTION GENERAL PERMIT(CGP)PROGRAM AND EPA JURISDICTION.PRIOR TO 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 SGF SLOPED GRAN.EDGING `` CABLE TV 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 We -- VERT.GRAN.CURB F.., OR OTHER HAZARDOUS MATERIALS. CATCH BASIN CONCENTRIC R&R REMOVE AND RESET LIMIT OF CURB TYPE UtIIILIES ----- SAWCUT CATCH BASIN ECCENTRIC SWEL SOLID WHITE EDGE LINE Erosion Control DOUBLE CATCH BASIN CONCENTRIC 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE _ SWILL SOLID WHITE LANE 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 LL DOUBLE CATCH BASIN ECCENTRIC 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 BUILDING TS TOP OF SLOPE GUARANTEE THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES, IDENTIFIED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. GUTTER INLET NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT �EN BUILDING ENTRANCE f-. TYP TYPICAL THAT ARE NOT SHOWN ON THE PLANS.PRIORTO ORDERING MATERIALS AND BEGINNING 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ONCE EVERY SEVEN(7) DRAIN MANHOLE CONCENTRIC CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND CALENDAR DAYS AND WITHIN 24 HOURS OF THE OCCURRENCE OF A STORM EVENT THAT PRODUCES LD LOADING DOCK ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM THAT 0.2S INCHES OR MORE OF RAIN WITHIN A 24-HOUR PERIOD,OR WITHIN 24 HOURS OF A SNOW MELT i DRAIN MANHOLE ECCENTRIC Utility BOLLARD THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, DISCHARGE FROM A STORM EVENT THAT PRODUCES 3.25 INCHES OR MORE OF SNOW IN A 24-HOUR o TRENCH DRAIN INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. PERIOD.THE CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN ❑D DUMPSTER PAD e� CB CATCH BASIN TWENTY-FOUR HOURS OF INSPECTION.CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH PLUG OR CAP 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. T SIGN V) CMP CORRUGATED METAL PIPE CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS ;i 0 CLEANOUT INTENDED,THE LOCATION,ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT = DOUBLE SIGN CO CLEANOUT WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE SEDIMENTATION SHALL NOTAFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH 0. FLARED END SECTION OWNER'S REPRESENTATIVE FORTHE RESOLUTION OF THE CONFLICTAND CONTRACTOR'S FAILURE TO SEDIMENTATION IS CAUSED BY WATER,WIND,OR DIRECT DEPOSIT. DCB DOUBLE CATCH BASIN NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR -- -- - - STEEL GUARDRAIL HEADWALL ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE SUBSURFACE SYSTEM DMH DRAIN MANHOLE EXPOSED FORA MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED -- -- WOOD GUARDRAIL 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH TO PREVENT EROSION,EARTH MATERIAL STOCKPILES MUST BE SEEDED OR OTHERWISE STABILIZED TO CIP CAST IRON PIPE ELEVATIONS ON THE GRADING AND UTILITY PLANS. PREVENT EROSION AND BE IN ACCORDANCE WITH THE NPDES CONSTRUCTION GENERAL PERMIT SEWER MANHOLE CONCENTRIC WITHIN 7 DAYS OF EXPOSURE. _ _ PATH v COND CONDUIT 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC SEWER MANHOLE ECCENTRIC AND TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS,ARE APPROXIMATE AND 5, UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, 1WW1_ TREE LINE DIP DUCTILE IRON PIPE SHALL BE SET/RESET AS FOLLOWS: CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT CS AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. -- WIRE FENCE © CURB STOP&BOX FES FLARED END SECTION A.PAVEMENTS AND CONCRETE SURFACES:FLUSH -- - FENCE ® WATER VALVE&BOX FM FORCE MAIN B.ALL SURFACES ALONG ACCESSIBLE ROUTES:FLUSH Existing Conditions Information STOCKADE FENCE SV TAPPING SLEEVE,VALVE&BOX F&G FRAME AND GRATE C.LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE 1. REFERENCE PLAN:THE PROPERTY LINES SHOWN AND EXISTING CONDITIONS SHOWN ARE BASED ON Merrimack College pppppp STONE WALL 4, FIRE DEPARTMENT CONNECTION SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. "EXISTING CONDITIONS PLAN OF LAND",PREPARED BY VHB,DATED SEPTEMBER 12,2024. HD F&C FRAME AND COVER Lecture Hall RETAINING WALL � FIRE HYDRANT S. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY 2. TOPOGRAPHY:ELEVATIONS ARE BASED ON NAVD 1988. GI GUTTER INLET SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY, - -•••- STREAM/POND/WATER COURSE WATER METER THE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.).FINAL DESIGN 315 Turnpike Street PTV GT GREASE TRAP LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. DOCUment Use -- -- -••- DETENTION BASIN 0 POST INDICATOR VALVE North Andover,MA HAY BALES WATER WELL HDPE HIGH DENSITY POLYETHYLENE PIPE 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE SERVICE,AND SHALL NOT BE USED,IN WHOLE OR IN PART,FOR ANY PURPOSE OTHER THAN FOR No. ae.;s.on Dare 1pP11. SILT FENCE GAS GATE HH HANDHOLE ALARM,AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY WHICH IT WAS CREATED WITHOUT THE EXPRESSED,WRITTEN CONSENT OF VHB.ANY UNAUTHORIZED -- THE UTILITIES COMPANY. USE,REUSE,MODIFICATION OR ALTERATION,INCLUDING AUTOMATED CONVERSION OF THIS m SILT SOCK/STRAW WATTLE GAS METER HW HEADWALL DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. v Q 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN:._ HYD HYDRANT 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,SPECIFICATIONS,AND 4_ MINOR CONTOUR �'� ELECTRIC MANHOLE A.WATER PIPES SHALL BE DUCTILE IRON(DI)THICKNESS CLASS 52 PIPE. DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS,BUT SHALL VERIFY LOCATION OF PROJECT -20- MAJOR CONTOUR o INV INVERT ELEVATION FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE ELECTRIC METER B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC)SEWER PIPE,SDR 35. SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. v 1= INVERT ELEVATION 10 PARKING COUNT * LIGHT POLE C.STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE(HOPE)PIPE. 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT v _ LP LIGHT POLE NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS.THE o C10 COMPACT PARKING STALLS TELEPHONE MANHOLE D.PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE CONTRACTOR SHALL REFERTO THE DETAIL SHEET DIMENSIONS,MANUFACTURERS'LITERATURE,SHOP MES METAL END SECTION APPLICABLE.CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT ����� - Ott DOUBLE YELLOW LINE TRANSFORMER PAD BEGINNING WORK. FEATURES. PIV POST INDICATOR VALVE iss„ed for Date E SL STOP LINE 41- UTILITY POLE 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, As-Built Documentation L �Approva� September 12,2024 oCa $ PWW PAVED WATER WAY INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL CROSSWALK �- GUY POLE BOXES,CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS.SITE CONTRACTOR SHALL 1. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AS-BUILT CAD AND PDF DRAWINGS PREPARED PVC POLYVINYLCHLORIDE PIPE FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS AND CERTIFIED BYA REGISTERED LAND SURVEYOR,FORALL UNDERGROUND UTILITIES INSTALLED -a N ACCESSIBLE CURB RAMP -(• GUY WIRE&ANCHOR INDICATED ON THE DRAWINGS. UNDER THIS PROJECT,AS WELL AS ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. Not Approved for Construction c RCP REINFORCED CONCRETE PIPE AS-BUILTS SHALL DOCUMENT THE COMPLETE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITY ACCESSIBLE PARKING ®nn HAND HOLE 9. CONTRACTOR SHALL EXCAVATE AND BACKF ILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS SYSTEMS,AND INCLUDE ELEVATIONS AND SWING TIES FORALL PIPES,STRUCTURES AND VAN-ACCESSIBLE PARKING OB R= RIM ELEVATION COMPANY'S REQUIREMENTS. APPURTENANCES INCLUDING,BUT NOT LIMITED TO,UTILITY BENDS,TEES,GATE VALVES,WYE -6 ry PULL BOX CONNECTIONS,BUILDING SERVICE CONNECTIONS,MANHOLES,CLEANOUTS,ETC.AS-BUILT DRAWINGS Legend and General Notes RIM- RIM ELEVATION 10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY SHALL IDENTIFY SIZES,MATERIALS AND INVERTS/ELEVATIONS OF ALL PIPES AND STRUCTURES. o THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL _Match Line SMH SEWER MANHOLE MUNICIPAL STANDARDS.FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM MATCHLINE DIAMETER SHALL BE 5 FEET. See Sheet C1.00 TSV TAPPING SLEEVE,VALVE AND BOX a � UG UNDERGROUND m UP UTILITY POLE Drawing Number VIE VERIFY IN FIELD M4 CSs9� 1•O a= y � DIANE R IN No.T54369 H Sneer or T 7 ���35lONAlEN�X 1 Project N,,nber 11625.37 \\vhb.com\gbl\proj\Wat-LD\11625.37 Merrimack Lecture Hall\cad\Id\Planset\1162537-PREP.dwg O TURNPIKE STREET/ROUTE 114 TURNPIKE STREET/ROUTE 174 .. e 01 260 Arsenal PI#2 PO Box 9151 Watertown,MA 02471 617.924.1770 PROVIDE,SILTSOCK AT BACK -> \ OF CURB OPENINGS -- - - --- - -- - - ---- - - ....... CONFIRM EXISTING STEAM IS -- _ -- ABANDONED AND REMOVE WITHIN 10'OF BUILDING FOOTPRINT _ - FIELD VERIFY EXISTING LIGHTING CONDUIT, ____. ---- ----. RELOCATE AS REQUIRED AROUND NEW AHERNE ROAD EQUIPMENT LIGHTPOLE TO REMAIN STABILIZED CoNSTRUCTION EXIT X hb X � x Vl� XXLRESET BENCHMARKTREE TO BE REMCIVED AS NEEDEDX '"""��X 28'EXISTING TREE TO BE REMOVEDCONFIRM EXISTING STEAM IS 26''EXISTING TREE TO BE REMOVEDABANDONED AND REMOVE WITHIN k I10'OF BUILDING FOOTPRINT22"EXISTING TREE TO BE REMOVEDXxxxxxxxxxxx XXXXXXXXXXXXXX x X X XXX XXXXXXXXXXXX'�xxxxxxxxxxxxxx Ix X XX I XXXXXXXX �RELOCATE EXISTING TELECOM XXXx!� X LJ X 'MAINTAIN ACCESS FOR ' , I MAINTENANCE X UTILITY SILT;iOCK/S,ILT FENCE L X PROTECT EXISTING TRANSFORMER J X IX BARRIER(TYP) r X 5 �k I - x J X k �n ram„ k I - = • REMOVE EXISTING WATER Q1- \ 0 10 20 40 Feet \ k OgR j: J 3 h X - - � REMOVE DRAIN - M Merrimack College '\ SILTSACK SEDIMENT REMOVE EXISTING PAt�MENT I Lecture } TRAP(TYP) _ H Lec`�re a 315 Turnpike Street 4 m x North Andover,MA 1 � No Re+ision Date App d k ® 0 s r N x x- x - - - v I \ issued ro, Dare TREE PROTECTION F£NCE�TYP) Local Approvals September 12,2024 Q I a ' e 5 Not Approved for Construction Site -•. • • Al EXISTING TREE INVENTORY a Erosion Control Plan - V PROTECTED( CODE CALIPER SIZE NAME REMOVED Notes d --- - ---.. 10 26" Norway Spruce Removed Q General 22" Norway Spruce Removed 1. ELEVATIONS SHOWN ARE BASED ON NAVD OF 1988, 24" Maple Protected D,—mg N,,,,,be, c -�' --- --- ® 48" Silver Maple Protected 2. CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF THE LIMIT OF WORK N o � � � -_ SHALL BE FITTED WITH SEDIMENT TRAPS UNTIL THE SITE IS PERMANENTLY STABILIZED. C2.0 30" Silver Maple ProtectedP \ © 30" Silver Maple Protected 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. �SNOFAt4y. - -- O7 24" Silver Maple Protected 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING DIANE y� CONSTRUCTION EXITS AT ALL CONSTRUCTION VEHICLE ACCESS POINTS ONTO TRAN ''v ® 48" Silver Maple Protected DISTURBED AREAS OF THE SITE.CONSTRUCTION EXISTS SHALL BE MAINTAINED UNTIL o -+ DISTURBED PORTIONS OF THE SITE ARE STABILIZED AS DETERMINED BY THE ENGINEER. No.54369 " Sheet or 20" Linden Protected Z a 20" Linden Protected S. PRIOR TO ANY LAND DISTURBANCE ACTIVITIES COMMENCING ON THE SITE THE SIONAIEN�'\ CONTRACTOR AND/OR DEVELOPER SHALL PHYSICALLY MARK LIMITS OF NO LAND 36" Oak Removed DISTURBANCE WITH TAPE,SIGNS,OR ORANGE CONSTRUCTION FENCE,50 THAT WORKERS CAN SEE THE AREAS TO BE PROTECTED.THE PHYSICAL MARKERS SHALL BE P,o7ea N,n,ber 1© 28" London Plane Removed INSPECTED DAILY, 11625.37 \\vhb.com\gbl\proj\Wat-LD\11625.37 Merrimack Lecture Hall\cad\Id\Planset\1162537-Uvi E TURNPIKE STREET/ROUTE 174 TUA NPIKE STREET/ROUTE 174 00 Vhb 260 Arsenal PI#2 PO Box 9151 Watertown,MA 02471 617.924.1770 �Q �~ Legend: \ 0 SIDEWALK/PLAZA BITUMINOUS CONCRETE PAVEMENT r CRUSHED STONE,SEE CALLOUT/DETAIL \\ 0 BUILDINGS RE-STRIPE EXISTING PARKING SPACES LANDSCAPE AREA APPROX.PROJECT LIMITS AHERNE ROAD ACR TYPE A-o CONCRETE STEPS ' BITUMINOUS: CONNECT TO EXISTING WALK WITH HANDRAILS NVA ;CONCRETE SIDEWALK (� DRIVEWAY APRON Program Su mmary ummary zr �__ Description Lecture Hall ACADEMIC/CLASSROOM 1 ST FLOOR GSF 10,160 BITUMINOUS HYD LA 6' n ACADEMIC/CLASSROOM 2ND FLOOR GSF 9,045 CONCRETE SIDEWALK ./ - 3/4"CRUSHED STONE,12"DEPTH LA TOTAL GSF 19,205 �o n � STONE DRIP STRIP ENWITH METAL EDGE Sign Summary zo' BIruMlNous RY B - °T Specification CONCRETE M.U.T.C.D. R7-8aP PAVEMENT Number Desc. TF (VEHICULAR) Width Height PROPOSED LECTURE HALL RESER1;Eo PARKING 19,205 GSF R7-8 12" 181, ' 2 LEVELS ' EN EN R7-8aP 12" 6" ' CONCRETE PLAZA LIGHT BOLLARDS(rYP) - - AND SIDEWALK- , EN LA ,7 LA ... ...... Q1 rEl El 0 10 20 40 Feet 10 LA LA GRANITE BENCH(TYP) Merrimack College Lecture Hall e4 315 Turnpike Street North Andover,MA BITUMINOUS CONCRETE SIDEWALK No- a­man Dzrz npp,d. m c N o Issued for Dete Local Approvals September 12,2024 Zoning Summary Chart Not Approved for Construction 3 Zoning District(S): Residence 3(R3) Layout andMaterials Overlay District(S): None o Parcel: Map 25-Lot 13 w Zoning Regulation Requirements Required* Provided d a � -- MINIMUM LOT AREA 25,000 SF 2,460,7425E r -- FRONTAGE 125 Feet >125 Feet 66 ._ - o -- FRONT YARD SETBACK 30 Feet >30 Feet D,a mg N­.b,, SIDE YARD SETBACK(AT CORNER LOT) 20 Feet >20 Feet C3.0 >30 Feet � N N - REAR YARD SETBACK 30 Feet MAXIMUM BUILDING HEIGHT 35 Feet <35 Feet �ZHOFAI4S 'Zoning reg,lat on-eq,re-ts as specified To-of North And. MA D'on 1 Bylaws Part II = y General Legislation Chapter 195 Zoning Code Ar? ial cle 7 D nner Requ m ireents§195 72 Table of OIANE 0 v s.mmarynfomenannalReq—ements. � TRAN " sneee or T 3 8 ��SStONAIEN�X 3 f I+� Projett Number 11625.37 \\vhb.com\gbl\proj\Wat-LD\11625.37 Merrimack Lecture Hall\cad\Id\Planset\1162537-GD.dwg O TURNPIKE STREET/ROUTE 114 TURNPIKE STREET/ROUTE 114 - _ > OW \ - - 260 Arsenal PI#2 PO Box 9151 Watertown, MA 02471 617.924.1770 -v TT AHERNE ROAD EX 235.4 EX+235.5 EX t235.6 EX t235.7 ,. NVA 235.6 235.75 235.8 735.9 EX±236 0 EX 236.2 EX 12361 BC 235.7 -_ _BC 235.85 EX+2349 EX+2350 EX+2355 EX+2357 EX+236.0 TC 2362 TC 23635 - 235.8 e 3585 2364 236-^--- 236.25 r H111 _- 236 9 236:23fi9= 2363 2363 37 T- - - "236.3 2363 --+ O $ =T\ STONE STRIP WITHEN 8 ° �8 ' METAL EDGE(TYP) 237.0 SCR hb r RIM=236.3D ■ 236 o \ - -wv=z333o ouT 7.36.1 236 3 236.2 I \� 36.1 PROPOSED LECTURE HALL R0M=z36.00 AD 2368 236.' X+2369_ - 105 AD INV=23320 OUT Rmn 23s 20 236.3 236.3 INV 233.20 OUT 2369 37.0 FFE 237.0 2369 236.85 2370 HP: . ....,� EN 237.0 /SI,7 no -- RPM=235.40 Da 237.0 EN 23s.a0 INV23290 105 2368 2233.40 OUT INV=23250 107 RIM=236.80 INV 3220 OUT • - INV 23180 BLDG ' 2370 236.3 236.3INv z2720 Ex 236.8 236.3 EN - z_., - INv zvio our 236.3 236.3 r`t 2363 236.7 M �R �t _36.6 236.6 * * * * 236.5 ' 235.9 235.9 Q RIM z36.30 DMH 236.4 '236.6 235.8 236.5 Io 236.5 INv=23zzo 103 _ o INV=23220 101 235.E INV=232-10 OUT 236.8 � 236.25 � Q1 0 10 20 40 Feet w D 236.3 236,3 M� ' Merrimack /� rr m College � 2366 2364 2358 ._ 236.5 23645 1' 23 IVlel l iI IIaCI(�r011ea e e \ 3:1 SLOPE 236.7 .._. .--':` 2A9 23655 - - - _ 6.1 Lecture Hall 315 Turnpike Street 3 2 103 AD 108 WQU ' 236 RIM 23615 RIM=236.00 = North Andover,MA i INV=23200 106 INV=232.3D OUT INV=231.20 104 236 z T INV=231.10 OUT ApWd. _ ■■ \ N. Revision Date d r RIM 23650 OCS RIM DMH yyy � ....,, ■■ " RIM=236.50 ,a INV 22690 SVS R INV=230.80 108 111 DMH � INV 22500 OUT 4-- INV=232.50 BLDG RIM 22800': r IN/22400 110 r- 11 INV=230.70 OUT 'SEE OCS DETAIL _- � -- REPLACE EXISTING DRAIN MANHOLE INv-223.60 Ex _ AND CONNECT TO EXISTING DRAIN LINE wv=zzz.7D our �; ,�--_�..��� EX+2355 EX t235.6 10, a N o -- v � Issued for DeM 4 U SUBSURFACE INFILTRATION SYSTEM(SYS A) = TREE PROTECTION FENCE(TYP) Local Approvals September 12,2024 m - (2)STORMTRAP 5'SINGLETRAP CHAMBERS ='O ---- TOP OF CHAMBERS=232.5' - ' BOTTOM OF CHAMBERS=227.0' '- Not Approved for Construction BOTTOM OF STONE=226.5' ,. ESHGWT=224.5' m 3Grading. • DrainagePlan a O � Notes N oraw��,N��.mer 41 O N General ti A 1. ELEVATIONS SHOWN ARE BASED ON NAVD OF 1988. �'(HOFAtgy. �15 P s9�, C4.0 E 2. CATCH BASINS WITHIN AND IMMEDIATELY DOWNSTREAM OF THE LIMIT OF WORK o= yG a, DIANE v SHALL BE FITTED WITH SEDIMENT TRAPS UNTIL THE SITE IS PERMANENTLY STABILIZED. o TRAIN '+ No.543@4 " meet or m � 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. 4 a 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING `sS10NAlEN�'\� M CONSTRUCTION EXITS AT ALL CONSTRUCTION VEHICLE ACCESS POINTS ONTO Je - DISTURBED AREAS OF THE SITE.CONSTRUCTION EXISTS SHALL BE MAINTAINED UNTILAl -7v�j , DISTURBED PORTIONS OF THE SITE ARE STABILIZED AS DETERMINED BY THE ENGINEER. aro7ea N,mbe, 11625.37 \\vhb.com\gbl\proj\Wat-LD\l 1625.37 Merrimack Lecture Hall\cad\ld\Planset\l 162537-UT.dwg E `V 0 4 TURNPIKE STREET/ROUTE 174 TURNPIKE STREET/ROUTE 174 6 > 00 0- Vhb 260 Arsenal PI#2 P0 Box 9151 Watertown,MA 02471 617.924.1770 V`V- CONFIRM EXISTING STEAM IS 5 CONNECT TO EXISTING ELECTRIC. CONNECT TO 10''EX WATER ABANDONED AND REMOVE WITHIN VAI OORDINATE WITH UTILITY PROVIDER 100 OxIO TEE 10'OF BUILDING FOOTPRINT FIELD VERIFY EXISTING LII TING CONDUIT, RELOCATE AS REQUIRED AROUND NEW AHERNE ROAD /I'—10x10x8 TEE EQUIPMENT CONNECT TO 6"EXWATER CONNECTTO 10"EX WATER E E 6x6x8 TEE I-III 10x10x6 TEE W" WV GAS SERVICE CONNECTION TO BE .WVV[" CONFIRMED PER BUILDING DEMAND AV MAINTAIN EXISTING HYDRANT —"I'll—"I'll—"I'll—"I'll—.—111"...._::I'll,—"I'll—11",—"""—=—,',VV 8x8x4 TEE 6"GATE VALVE AND HYDRANT V V 717. lwk HID 17 RIP. CONNECT TO EXISTING TELECOM MANHOLE T STONE STRIP WITH METAL EDGE(TYP) "V FDC 4"DOMESTIC WATER LINE SCB1 V MAINTAIN EXISTING 10"WATER 8"FP LINEINV=233.30 OUT'V I"D PROPOSED LECTURE HALL D 10S ALI RIM-235,20 SANITARY SEWER I NV-23120 OUT V" CONNECTION RELOCATE EXISTING CATV IFFE=237.0 CONNECT TO EXISTING EN 1107 ADI DB EN SEWER LINE f]RIM-235.40 1 5 E21 I ""SM' �NV232�50 107 0" EL�n2M.K 3,2 NV 0 OUT �NV�2 2;11 E EN NV'2 0 U7 F-INV-233,0C 0 V .............. ...... ? - 11 4 DMHP7E 1V 232.20 101 V NV.'1 OUT V A 0 10 20 40 Feet o 'D Merrimack College 12'D- Lecture Hall RELOCATE EXISTING 6"W _rff NV-2-27,11 1 315 Turnpike Street 108 WQU 110-3-------AD Ro AS V North Andover,MA jkNIM-236 V 232,0-INV-231 20 104 A A V INV=231 10 OUT No. R­,­ D­ ApWd DMH AIN RIM-23650 DMH 225.0 RIM-22&00 0 OUT2260 SUS 'A- < INV=230.70 OUT V NNJ;224 00 110 SEE INV 22280 EX CS DETAIL 0 REPLACE EXISTING DRAIN MANHOLE A-A K INV-Z23,60 EX AND CONNECT TO EXISTING DRAIN LINE =INV-222 70 OUT o 10A, Issued f., D­ 5" E SUBSURFACE INFILTRATION SYSTEM(SYS A) Local Approvals September 12,2024 (2)STORMTRAP 5'SINGLETRAP CHAMBERS TOP OF CHAMBERS=232.5' V BOTTOM OF CHAMBERS=227.0' A Not Approved for Construction BOTTOM OF STONE=226.5' 5" FSHGWT=224.5' D­,mq THI, V Utility Plan 4 V U 5" V < Notes V �s 5 I ELECTRIC AND TELECOMMUNICATION ROUTING IS FOR INFORMATIONAL PURPOSES D,­mg N-6,, ONLY.REFER TO MEP PLANS FOR DETAILS RELATIVE TO ELECTRICAL AND TELECOMMUNICATION SYSTEMS. A V 2. SEWER CONSTRUCTION SHALL BE COORDINATED WITH THE OWNERAND A j H01`k4 ACCOMMODATIONS FOR SEWER SHALL BE PROVIDED AT ALL TIMES. C 5 O 3. ALL SEWER LINES WITH LESS THAN 4'OF COVER SHALL BE INSULATED. DIANE o TRAN 10 4. THE CONTRACTOR SHALL OBTAIN A STREET OPENING PERMIT PRIOR TO ANY No.54369 sheet f RIGHT-OF-WAY. CONSTRUCTION WITHIN THE CITY RIGHT 5 8 5. ALL WATER AND SEWER MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE � V, S/ONAIL TOWN OF NORTH ANDOVER REQUIREMENTS. Project Number Al 11625.37 \\vhb.com\gb1\prq\Wat-1_D\11625.37 Merrimack Lecture Ha11\cad\Id\P1anset\1162537-DT.dwq O v s SITE 5U'(MIN.) 0(MIN) w z �ISTING I� PAVEMENT l 00vhb PLAN VIEW SITE 50'(MIN.) 260 Arsenal PI#2 EX STING 4"(MIN.) F PAVEMENT PO Box 9151 3'S� MOUNTABLE BERM FILTER Watertown,MA 02471 FABRIC 617.924.1770 1 Y"CRUSHED STONE CROSS-SECTION NOTES 1.EXIT WIDTH SHALL BEA TWENTY-FIVE OF)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 2.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOLT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY BERM SHALL BE PERMITTED.PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. 3.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL FINISH MATERIALS BEING INSTALLED. Stabilized Construction Exit 1/16 N.T.S. Source:VHB LD 682 STAPLES 12" n ON CENTER DRIP LINE �li IL TREE TRUNK nl STAPLES 12" 1 ON CENTER OVERLAP 1 \\ I .(MIN.) \� 1 / PLAN MAX.O.C. 1"X1"X6' ORANGE PLASTIC O POST(TYP.) WEB FENCE(TYP.) T / \ in �/ STAPLE 12" / ON CENTER / 6"LOAM&SEED \ TYPICAL STAPLES NO,11 GAUGE WIRE NOTES 1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6" DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING. ELEVATION (3)EQUALLY 2.ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW. SPACED TIES)TYP) 3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX.4 INCH OVERLAP WHERE 2 OR MORE STRIP WIDTHS ARE REQUIRED, NOTES 4,WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE,PLACE UPPER BLANKET END OVER LOWER END WITH 6INCH(MIN.)OVERLAP AND STAPLE BOTH TOGETHER. 1.INSTALL TREE PROTECTION FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN. 5,METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. ���'LLL\/w' 6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1. Merrimack{y�lack College Tree Protection Fence 1/16 Erosion Control Blanket Slope Installation o/2o Lecture Hall N.T.S. Source:VHB LD_610 N.T.S. Source:VHB LD_680 315 Turnpike Street North Andover,MA 4'(Mqx N. ae1111on o,te npp'd. 1Yz"X 1Yz"X 4'WOOD STAKE OR APPROVED EQUAL N SILT FENCE 1"X1"WOOD STAKE, -o Q CATCH BASIN GRATE PLACED 10'O.C.ON a DOWNHILL SIDE OF 1"REBAR FOR SILTSOCK �! SILTSACK BAG REMOVAL , cB ZPROTECTED WORK AREA m AREA Issued for Date 9 BIODEGRADABLE Local Approvals September 12,2024 n PLAN VIEW INSTALL SUPPLEMENTAL MESH NETTING COMPOST MATERIAL E Not Approved for Construction C CATCH BASIN GRATE TOP OF FLOW COMPOST FILLED GROUND SILTSOCK w (72"TVP.) Site Details 3 SILTSACK v FLOW FLOW _ z z O\/ERFLOV✓PORT a EXPANSION RESTRAINT NOTES o SECTION VIEW 1. SILTSOCK SHALL BE FILTREXX SILTSOXX,ORAPPROVED EQUAL. 2. SILTSOCKS SHALL OVERLAP MINIMUM OF 12 INCHES. Drawing Number NOTES p 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN 3. EVENTSILTSOS, AND RE AI INSPECTED REPLACEMENT SHAALLYLL AND EPERFORMED STORM ^� BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS EVENTS,ED.REPAIR OR REPLACEMENT SHALL BE PERFORM EC PROMPTLY PLACED AND HAY BALES HAVE BEEN REMOVED, AS NEEDED. 9 4 SITEO,ASIDETERMIINEDTBYTHEENGIONEER.ATRIALSHALLBEDISPERSEDON P�,ZHOFA/gss L C6.1 2.GRATE TO BE PLACED OVER$ILTSHCK. y 3.SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM 5, IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE DIANE EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED COLLECTED AND DISPOSED OF OFFSITE. p TRAN -' PROMPTLY AS NEEDED.MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN " No.543@9 " Sheet ar PERMANENTLY STABILIZED 6 8 Siltsack Sediment Trap 1/20 Siltsock/Silt Fence Barrier 10/20 ssrONAI Ve N.T.S. Source:VHB LD_674 N.T.S. Source:VHB LD_658-A vProject Number 11625.37 \\vhb.comIat-LD\11625.37 Merrimack Lecture Hall\cad\Id\PIanset\1162537-DT.dwq I: O v oo > /7CCIII �oE�;q� Q.ryoBLUE) 2 FXig4 "7 AISLE x" 000 v 4'BLUE LINES ;`y'� M kYOOESCRIPTI.Ns 24".2Egs ON CENTER TRUNCATED DOMES w. 4"WIDTH ........ ......... ......... IV (PAINTED BLUE)VERTICAL GRANITE CURB TREATMENT VARIES - ° \ BIT.CONCRETE PAVEMENT 4' a �S_ 0 ovhb o • Hello light bollards by Form and Surfaces or approved local. 4000 PSI CEMENT TOP COURSE(1Y2"MIN.) __ • Stainless steel. CONCRETE IF LOCATED Z IN LANDSCAPED AREA BOTTOM OF RAMP TO BE LEVEL 260 TACK COAT ,+€u 4000 PSI CEMENT PAINT T T SURFACE. Arsenal 2 d CONCRETE '^ OX SLOPE VARIES 4 n F COLORED SURFACE RASISTAN �/� SEE NO I ADJACENT SEE NOTE 9 s�9� `=~' Q�Q�� PO B 9151 SAWCUT 12(MILL)FROM _ � S«°"5 �cgb� AREA O Lacer �P ,,_ �Ka pE.B) a FACEOFCLISIF SET IN - \ o oWatertown, 02471 .� 1O EXISTING PAVEMENT _ \ _ v p-}I' - o O O-�`,M� - �N 0 0.9 617.924.1770 2.3 SEE DETAIL $'(MIN) (PLANVIEVryP! (PROFILE) (a MIN FOR TRUNCATED DOMES 8S(MIN,) VAN) "DIMENSIONS ARE CENTERTO CENTER DETAIL 3"WIDTH I i _ (PAII TED WHITE) NOTES Nk _ COMPACTED ACCESSIBLE PARKING 1,THE MAXIMUM ALLOWABLE SIDEWALKAND CURB RAMP CROSS SLOPES SHALL BE 1C N/MIN), / GRAVEL BASE 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CLRB RAMPS SHALL BE 5%. be \\ r 6 6 6 3.THE MAXIMUM ALLOWABLE SLOPE OFACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5% (M IN (MIN.) (MIN) - G COMPACTED NOTES AT A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE SUBGRADE (I E.,HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC.). c 1.ALL DIMENSIONS TO CENTER OF 4"PAVEMENT STRIPING. 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. 2.ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE 6,RAMP,CURB,AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 1c E � _ AREAS SHALL NOT EXCEED 1.5%. 7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'x S'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200E ET. 9.ELI MI NATE CURBING AT RAMP(OTHER THAN VERTICAL CURBING,WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAY. -- 10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOIN INC;SURFACES. 11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO ACCESSIBLE ROUTE. Light Bollard 10/19 Vertical Granite Curb(VGC) 3/20 Accessible Parking Space 12/19 Accessible Curb Ramp(ACR)Type 12/20 N.T.S. Source:VHB LD_830-B-rev N.T.S. Source:VHB LD 402 N.T.S. Source:VHB LD 552B N.T.S. Source:VHB LD 500 12' ALIGN BEND WITH SET RAILING INTO TOP STAIR 2" 12" FINISH GRADE NOSE OF TREAD TREAD AND INTO PAVEMENT PLANTED SLOPE 4"R AT BASE OF STAIRS 1"R 4 R I X NOMINAL C.9"OD) GALVANIZED STEEL TOP OF CHEEK WALL HANDRAILS EACH SIDE 2 ABOVE NOSING - (SEE NOTE 2.) - CORE DRILL AND SET RAILING CONCRETE STAIR _ POSTS WNON-SHRINK EPDXY FINISH GRADE TOP OF STEP. GROUT(TYP) PAVEMENT SLOPE FOR 4'FROM - TIE#4 BARS TO STAIR TOP TREAD SHALL BE 1%MIN., z - 2%MAX FIELD VERIFY `v STEEL 12"O.C. 12"WIDE CHEEK WALL COMPACTED GRAVEL 5000 PSI CEMENT CONCRETE 1B° [JON-SLIP Cheek Wall Connection Detail (TYPE Iq 6%(1.s%)AIR 4�� ENTRAINED MEDIUM BROOM FINISH ONE TREAD 1"R 12 ON TREADS WIDTH 12" El 6" 6" 12"TVPICAL EXPANSION JOINT RUBBED FINISH SEALANT FINISH GRADE ON RISERS q^R 3/16"WASH MAX.)PER 12"#4 EXPANSION DOWEL = TREAD }... BUILDING W/GREASED SLEEVE @ 12" - 1" FILTER FABRIC O.C.TOP&BOTTOM IF �\ 1E CONCRETE CONNECTING TO CONCRETE - TREAD \. - Z� SIDEWALK 1.5"-2"ROUNDED RIVER ROCK 1"R NOSING ry y"PREFORMED \ blNp MAX) _ STEEL LANDSCAPE EDGING EXPANSION JOINT 2 CLEAR �� LANDSCAPE AREA c F (TYP) Expansion Joint Detail 10" 5000 PSI CEMENT CONCRETE(TYPE II) 6%(1.5/±)AIR ENTRAINED FINISH GRADE EXTEND CHEEK WALL TO BOTTOM OF Li ri4@12"E.W.VERT 81 HORIZ.(TYR) I I GRAVEL(18"MIN) �• COMPACTED SUBGRADE #4 CONTINUOUS AT CORE DRILLAND SET RAILING TREAD NOSINGS I \J. _ POSTS W/NON-SHRINK EPDXY GROUT FD P) NOTES 12" #4 REINFORCING I I \o AT 12"O.C.EW i \ J FINISH GRADE BOTTOM OF STEPS 1.WIDTH OF STEPS SHALL BE AS INDICATED ON THE PLANS AS -CONCRETE PAVEMENT MEASURED BETWEEN INSIDE FACE OF CHEEK WALLS. GRAVEL BASE 18"MIN SEE DRAWINGS FOR 2.CONTINUOUS RAILING(POSTS @ 5'O.C.)SHALL BE USED ON 5000 PSI CEMENT CONCRETE 2 CLEAR EXTENT OF CHEEK WALL BOTH SIDES OF STAIRS. (TYPE II)6%(1.5%±)AIR ENTRAINED (TYP) "PONCRET REFORMED PA""MEN SEALANT Merrimack College 3.A MINIMUM OF 4'IS REQUIRED BETWEEN FACE OF RAILINGS. COMPACTED SUBGRADE AT CONCRETE PAVEMENT Concrete Steps with Handrails 2/24 Stone Strip with Metal Edge Lecture Hall N.T.S. Source:VHB LD_765_MA N.T.S. Source:VHB 315 Turnpike Street North Andover,MA SAWN AND THERMAL FINISH N. Revision Date 4pp/d. v 2"BITUMINOUS TOP COURSE GRANITE BLOCK. 2)2"BITUMINOUS DENSE BINDER COURSE Q SAWN INTERIOR FACES WITH X"MORTAR JOINTS. d 1"R FRONT FACE 1'6" 20"DENSE GRADED CRUSHED STONE COURSE N EASED EDGES TOP OF BACK S/S DOWELS N"x 18"SET W ITH NCN-SHRINK EPDXV AND GROUT h FACE,EXPOSED ENDS,AND NOMINAL (3 PER BLOCK,12"O.C) EXPOSED VERTICAL SIDES LOAM&SEED SURFACE THERMAL FINISH TO ONE INCH ABOVE FINISHED GRADE Yg°/FT OR TOP OF SOD MAT PAVEMENT.SAW CUT BOTTOM 7 INCHES OF FRONT FACE OF N BLOCKS TO ALLOW STRAIGHT LINE OF PAVER INSTALLATION. COMPACTED SUBGRADE 9 VARIES Issued for Date w - HEAVY DUTY FLEXIBLE PAVEMENT - LOCdIAppYOVaIS September 12,2024 Q _ 1.5%(MAX.) a^' rnFINISH GRADE T 10%(MIN) FINISH GRADE Not Approved for Construction u-mg DI CURB VARIES FINISH 3 GRADE W.W.MESH Detail -O 1"BITUMINOUS TOP COURSE (6X6XW1.4XW1.4 v • P i __._._._O 2X BITUMINOUS DENSE BINDER COURSE 1.5%(MAX') FLAT SHEETS, 2 REVEAL 1,0%(MIN.1 8"CO MT RAVEL COMPACTED CENTER DEPTH (1/j"MAX STONE SIZE) SUBGRADE U 15"DENSE GRADED CRUSHED STONE COURSE SECTION COMPACTED BASE COURSE Q FOR PAVEMENT FINISH ,... PAVEMENT k4 HORZ.DEBAR NOTES BRVMINO US CONCRETE PAVEMENT NOTES p 12'O.C.(TYP) 1Y SUPERPAV ESURFACECOURSE-9.5MM 1.ALL BOTTOM FACES OF GRANITE BENCH SHALL BE SAWN.ALL EXPOSED FACES OF GRANITE BENCH 1y"SUPERPAVE INTERMEDIATE COURSE-9.SMM 1.CONCRETE FOR SIDEWALKS TO BE 4000 PSI AND FOR DRIVEWAYS 3A MORTAR SETTING BED 5000 PSI.BOTH MIXES TO BE TYPE 11,6%(1.53)AIR ENTRAINED. Drawin Number SHALL BE SAWN AND THERMAL FINISH. COf.4PACTED SUBGRADE 9 8"COMPACTED GRAVEL 2,GRANITE BENCH LENGTH SHALL BE 4', UY"MAX STONE SIZE) 2.PROVIDE EXPANSION JOINTS AT MIN.30 FT.O.C.WITH PRE-FORMED EXPANSION JOINT FILLER&SEALER. No 3,GRANITE TO BE WOODBURVAS SUPPLIED BY SWENSON GRANITE,OR STANDARD GRAY OR STANDARD DUTY FLEXIBLE PAVEMENT COMPACTED SUBGRADE SPECKLED GRAY COLOR BY SUPPLIER. 3,PROVIDE SAWCUT CONTROL JOINTS AT 6'QC.OR AS NOTED ON 9 4.UNSUITABLE ORGANIC MATERIAL SHALL BE EXCAVATED AND REMOVED TO GLACIAL SUBGRADE(30") PLANS. '(H DF A/4Ssgc . NOTES 4.PROVIDE MEDIUM BROOM FINISH IN DIRECTION PERPENDICULAR TO = y C62 CURB. DIANE N PAVEMENT SECTIONS ARE BASED ON THE RESULTS AND RECOMMENDATIONS TRAN -' OF GEOTECHNICAL INVESTIGATIONS. 5,ALL EXPOSED CONCRETE SURFACES SHALL BE SEALED WITH A o SILANE-SILOXANE PRODUCT " No.54369 `� meet of v 7 $ Granite Seat Wall at Plazas 10/19 Bituminous Concrete Pavement Sections 1/16 Bituminous Concrete Sidewalk 3/20 Concrete Sidewalk in Landscape Area 3/21 SS/ONAEN�� I N.T.S. Source:VHB ED_830-B-rev N.T.S. Source:VHB LD_430 N.T.S. Source:VHB LD_422 N.T.S. Source:VHB LD_426 vProject Number 11625.37 \\vhb.com\gb1\prq\Wat-1_D\11625.37 Merrimack Lecture Ha11\cad\Id\P1anset\1162537-DT.dwq F cs_r,o ONCE. sDnra oreNNc Ruc Pre=.SCREED A.. rNE s. taw loNrs snowrv.N.RLCLaL rvtGUV,crvs. � A , LAWN 12" ADA-COMPLIANT FLUSH GRATE XX S i $ IIIhI h III �' HARDscAPE NOTES 24"DIA, NOTES ACCESS y 1.ALL SECTIONS SHALL BE DESIGNED FOR ��I 1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. HS-20 LOADING.DIAMETER OF STRUCTURES S ALL BE r EEEEF ESA TER 2 FOR HDPE, MANUFACTURER'SFLEXIBLE O,AND DIOT PT PE,PROVIDNSTAE m .. qg••CIA(MIN) CONFIGURATIONS.COORDINATED WITH PIPE -wsNEAR smut DOME GRATE ALTERNATE ECCENTRIC CRONE SECTION 1'Ir J''.� 2 NSTCLY a._NraRA N EMER MANHOLE STEPS SHALL BE 00vhb RE 12 RECOMMENDATIONS.FOR RCP,PROVIDE D AT 12"O.C.FOR THE FULL DEPTH rEs= MULCH OPENINGS FOR PIPES WITH 2"MAX. OF THE STRUCTURE. 8" B OPENING(TVP.) CLEARANCE TO OUTSIDE OF PIPE AND ALTERNATE TOP SLAB SITEQUIR SPECIFIC MORTAR CONNECTIONS. 3.FOR HOPE,PVC,AND DI PIPE,PROVIDE PLAN VIEW B-B DATA REQUIREMENTS '- FLEXIBLE Boor CONNECTION RECOMMENDATIONS. INSTALLED PER BITS ,_' `•`•'••'••••••••• 3.JOINT SEALANT BETWEEN PRECAST 24"DIA. MANUFACTURER'S RECOMMENDATIONS. 48'DIA(MIN) SECTIONS SHALL BE PREFORMED BUTYL FINISH $" ACCESS 8" FOR RCP,PROVIDE OPENINGS FOR PIPES RAC(CFs ore 11 GRADE RATE(cFPER vsJ CONCRETE COLLARRUBBER- WITH 2"MAX.CLEARANCE TO OUTSIDE OF C mFssn„ DNTEGlr� SIR rc) PI HE AND MORTAR CONNECTIONS. M vs I ', a • NLErP PE..R E uvr FINISH GRADE ALTERNATE TOP SLAB 4.SET IN BASIN MORTAR BED ADJUST O SHALL BE SEE NOTE 5 4.JOINT SEALANT BETWEENPRECAST SECTIONS Ka R ER' TOOR, OR GRATE PIP ATA f'H� DIME RE 8 GRADE WITH CLAY BRICK AND MORTAR(2 SHALL BE PREFORMED BLTVL RL BBER 260 Arsenal PI#2 12 MIN BRICK COURSES TYPICALLY,S BRICK Cr,NOER An NLF . COURSES MAXIMUM). z� 5.DRAIN MANHOLE FRAME AND COVER SHALL r" z DTLETPN E o¢m PO Box 9151 SEE NOTE 4. BE SET IN FULL MORTAR BED.ADJUST TO zg GRA E WITH CLAY BRICK�s TN NE Crvr -' � n STEPSS BRICK CO U REES TYPICALLY,N5DBRICK ( Watertown, 02471 IRE . i FRAME AND COVER PIPE PER PLANS L u z F z¢O NOTE2 EE COURSES MAXIMUM) M MORTAR 2 B +qAR e<.c LIT, ara= B (DIAMETER VARIES) -ARBAIECA OuEMPRTs. (REFER TO OF COMPACTED GRAVEL p O¢m "'O ~ A u s < 2> P:z SEE NOTE s 617.924.1770 g A 4 N.T.S. TRENCH DETAIL) z u c -- P = •PER Enc rvEEre of reEcoRD v`^�a I i I zO W OF 48'DIA F (MIN) o SEE NOTE 4. ZCO vb 48"DIA.(MIN) I FLOW V OIL/DEBRIS '^ SHELF TO BE CONCRETE FORMED PENB V 2aaENr Poa_ T.ce. ALL waERULS UNLESS.TED I-EFRSE. TRAP OUTLET w a AT SLOPEOF 1"PER FOOT. ' PLe.%. zFa EsaEC::c area-n�csxrn DETALEo sTRuclureEOIMENsrons anowEroNr,aLEASE conracrvouK conrecN ENCINEEreEa R, _ ou eAFFL=_�x�Rr e ccs'. NaccoRDarvcE vnrnau Des cn Oaraarvo NFORmanory conrarNEO NTxs DRAwINc. �zFJ -, ,'^.� OUTLET T 4 PREErs REnu R_ARTS_PRarECT. £ PEP n 1 4 a.sTBELOWo Q RAnNc,ASS�M uc EAreN covEROFo'z',arvo cRounowA-ER ELEVAnoN AT ore , n s..izckl� _ - TM R ELEVAT ON.CN,of KPICKD TO COnr Kw ACTUAL CFBENNB ATER ELEvar ON.CASTNCs sNAu rage' �z --J--- r0 __ N O c - cs T.um TIE corvTE_Loco- -__ F P - FVCnr�KAULn, s.FR _ vuc sNEAR PwrE is=ucEo oN sxELFar Sorram of scREEv cvL HOER.REMovEANDREPUCEAs -~ Q QVN' _w � INVERT N-ErarvcE CLEAN.. ` I J`u" a srrEAR PUTS iV t5EPBEcasT cONCRFTE CONFORIDNC TO-C<Ta ANO AASKTO LOAD FACTOR DESIGN NETNOD. II rvv SEE NOTE 0w 12 �, I ' - 0m (rvP) - SOUDs-RACE P-1 ANTIFLorai oN aRov s orvsaRE S Ti:SPECIFIC RESIGN..oNs oEw+r ores AND snALL BE - SEE NOTE 3. EAc snaANxol.EsmucruRE COMPACTED Z �0 COMPACTED D ounEraagsoNTuo vE nvErzrsRv rH ELEvaT.orvs sNowN.Au araE SUBGRADE I e u - :J �ACR. I 0 w 12 GRAVEL ELEVATION A-A NTED=NAT AL ,s BE-PPE rNVERTS ARE.-TEE ,AreRT,cN. DNc waTER ra FLawLrNE LAVER n<NMD..Ts ! I �m RYPL COMPACTED n.T.& {iNTEC1I, NOTES: X 4 4 SUBGRADE CEMENT CONCRETE INVERT CDS1515-3-C ENGINEERED SOLUTIONS LLC ONLINE CDs 1.AREA DRAINS SHALL BE NYLOPLAST 12"DIAMETER DRAIN BASIN,OR APPROVED EQUAL. COMPACTED GRAVEL STANDARD DETAIL 3 -Rt».ma..: xLe�ai z ms-enzaro ausTses=Ax 2.GRATES SHALL BE NVLOPLAST 12"PEDESTRIAN MODEL 1299CGP OR 12"DOME GRATE MODEL 1299061) COMPACTED SUBGRADE (OR APPROVED EQUAL). ' Water Quality Unit-Structure 108 Area Drain(AD)Type 1 12/19 Catch Basin(CB)With Oil/Debris Trap 3/21 Drain Manhole(DMH) 11/19 N.T.S. Source:CONTECH N.T.S. Source:VHB LD_193 N.T.S. Source:VHB 1-D_101 N.T.S. Source:VHB LD 115 MUNICIPAL STANDARD HYDRANT 30 DIA PUMPER CONNECTION : ACCESS FINISH TO FACE ROAD. GRADE 60 DIA.MANHOLE 3'TYPICAL(SEE NOTE 2) PAVED AREA FACE OF CURBING ORTO MUNICIPAL STANDARD) ALTERNATE TOP SLAB SEE APPLICABLE GATE VALVE WITH FINISH GRADE PAVEMENT SECTION LANDSCAPED AREA s0"DIA. ADJUSTABLE RISER, g•• ACCESS CESS g STAINLESS STEEL BOX AND COVER Z A ICI BRACKET AND COMMON FILL/ FASTENERS PAVEMENT O 2"Xy"THICK ORDINARY BORROW SEE NOTE S. COMPACTED GRANULAR FILL SURFACE � PIPE AWCUT 1 u o z m STEPS, BRACKET DETAIL G 7 J SEE NOTE 3. DEPTH AND SURFACE - z N F u SEE NOTE 2. j TREATMENTVARIES Z a O 45°WVE COMPACTED W Ou ~ BACKFILL .. REMOVABLE CAP 60"DIA.MANHOLE(MIN.) ` z THRUST BLOCK-MIN. INLET INSTALL DROP WHEN � WARNING TAPE � BEARING 9 S.F., (SEE NOTE 6) IN LET TO OUTLET _ - DO NOT BLOCK DRAIN. ELEVATION EXCEED 2 FEET - ¢ 6'DIA.PIPE O o SHELF SHALL BE BRICK x '20"(MIN.) O TEE d LAID FLAT AT A SLOPE NOTES _ Z UNDISTURBED EARTH OR OF 1"/FOOT 45'ELL/BEND o n a - COMPACTED ARCH INVERTTO BE CONSTRUCTED 1,STRUCTURE SHALL BE DESIGNED FOR HS-20 LOADING. om - HAND TAMPED HAUNCHING / EMBANKMENT BRACKETS SET AT 2'O.C. WITH SEWER BRICKS LAID AS T COMPACTED BEDDING I (SEE DETAIL) STRETCHERS AND ON EDGE, MECHANICAL 2,COPOLYMER MANHOLE STEPS SHALL BE INSTALLED SEE NOTE 4. AT 12"G.C.FOR THE FULL DEPTH OF THE STRUCTURE JOINT(TYP) At 1p 12" 01A XIBLE WATERTIGHT 3.EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF COMPACTED BITUMINOUS WATERPROOFING MATERIAL. P. Zu g0°ELL/BEND = KET OR SLEEVE(TVP.)SUBGRADEO CONCRETE 18X18XG LET 4.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL THRUST BLOCK CONCRETE BASE O BE BUTYL RUBBERNOTES COMPACTED CRUSHED STONE O S.SEWER MANHOLE FRAME AND COVER SHALL BE SET IN SUBGRADE (MIN X C.Y.) (TYR) (TVP.) FULL MORTAR BED.ADJUST TO GRADE WITH SEWER 1.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH NOTES BRICI(AND MORTAR(2 BRICK COURSES TYPICALLY,5 DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, BRICK COURSES MAXIMUM) PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE 1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTH S PECIAL SECTION REQUIREMENTS. ASSHOWN.USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINT 6.MANHOLE DIAMETER SHALL BE VERIFIED BY WHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS. CONTRACTOR AND MANUFACTURER BASED ON PIPE 2.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. BRICK CHIP AND MORTAR GEOMETRIES AND SIZES 2.HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALK COMPACTED GRAVEL OR CEMENT CONCRETE FILL 3.COMPACTED GRANULAR FILL MAY CONSIST OF GRAVEL, PASSAGE WIDTH OF 3 FEET AT HYDRANT, CRUSHED STONE,SAND,OR OTHER MATERIAL AS APPROVED BY 3.A 36-INCH CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE COMPACTED SUBGRADE Merrimack College ENGINEER, HYDRANT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. Utility Trench 11/19 Hydrant Construction 12/19 Interior Drop Sewer Manhole(SMH) 1/16 Lecture Hall N.T.S. Source:VHB LD_300 N.T.S. Source:VHB ED_250 N.T-S. Source:VHB LD_205 315 Turnpike Street North Andover,MA N. RE1111on LATE App,d. a, WATER-TIGHT JOINTDMANHOLE F-A -o OUTLET STRUCTURE CHART PRECAST CONCRETE WEIR Q d ?Q O¢ ¢ O - ORIFICE(S) Oa ZLL W r` DETENTION 2 BASIN �, �„ o O z O rc z INLET PIPE TOP OF SYSTEM=232.5 INSIDE HEIGHT-232.0 p SVSA 110 231.6' 10"R 2300'236.5'226.9'225D' PER PLANOUTLET PIPE 5 PER PLAN �.�� Issued To, DateNFINISH Local ApprovalsSeptember 12,2024 GRADE 5'-O"SINGLETRAP NOTE 3 SEE NOTE 5Not Approved for Construction OTE 2 BOTTOM OF CHAMBER=227.GSite,etails 48"DIA.(MIN.) BOTTOM OF SYSTEM-226.5 PRECAST CONCRETE WEIR N/ITH CONTROL ORIFICE(S) I 6 SEE CHART y'4 MIN.4000 PSF BEARING CAPACITY ��ESHGWT=224.5 PLAN VIEW TO BE VERIFIED IN FIELD BY OTHERS 2'-0"MIN EXTENSION 3'STONE AGGREGATE.FREE DRAINING WITH G i o><�1 NOTES NO FINES.RECYCLED CRUSHED CONCRETE a CRUSHED ANGULAR STONE BEYOND PERIMETER OF a SEE NOTE WITH NO FINES STORMTRAP MODULES J 1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.DIAMETER OF STRUCTURES NOT ACCEPTABLE FOR USE BENEATH DD - S ALL BECOORDINATED WITH PIPE CONFIGURATIONS. SUBSURFACE INFILTRATION SYSTEMS. 2,COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12"O.C.FOR THE FULL DEPTH Drawing Number c OF THE STRUCTURE 2r-0"SINGLETRAP 12 3.FOR HOPE,PVC,AND DI PIPE,PROVIDE FLEXIBLE BOOT CONNECTION INSTALLED PER WATER-TIGHT JOINT TYP) ��, 9C, MANUFACTURER'S RECOMMENDATIONS.FOR RCP,PROVIDE OPENINGS FOR PIPES iWITH 2"MAX CLEARANCE TO OUTSIDE OF PIPE AND MORTAR COI INJECTIONS PH OF Mass 9 - 4.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER, C6.3 ate+ 5.DRAIN MANHOLE FRAMEAND COVER SHALL BESET IN FULL MORTAR BED.ADJUST DIANE N TO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES TYPICALLY,SBRICK o TRAN -' y1 COMPACTED GRAVEL COURSES MAXIMUM) V H Sheet at SECTION A-A % COMPACTED SUBGRADE 0 v $ $Outlet Control Structure with Weir(OCS) 3/20 Subsurface Infiltration System A(StormTrap SingleTrap) FS"ONAL-N�� N.T.S. Source:VHB LD_162A N.T.S. Source:StormTrap vProject Number 11625.37 \\0b.com\gb1\proj\Wat-LD\11625.37 Merrimack Lecture Hall\cad\Id\Planset\1162537-LA.dwg TURNPIKE STREET/ROUTE 114 PLANT SCHEDULE >, s CODE QTY BOTANICAL NAME COMMON NAME SIZE Tree Protection FLOWERING TREES 000 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY ARH 5 Amelanchier x grandiflora Robin Hill' Robin Hill Apple Serviceberry 2-2 1/2"CAL. CONSTRUCTION FENCE,ERECT FENCE AT EDGE OF THE TREE DRIPLINE CCH 3 Crataegus crus-galli Cockspur Hawthorn 2-2 1/2"CAL. is- PRIOR TO START OF CONSTRUCTION. 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE SHRUBS PROTECTION AREA.CONTRACTOR SHALL NOT STORE VEHICLES OR CSK 82 Cornus sericea'I(elseyi' Kelsy Dwarf Dogwood 18-24"HT. MATERIALS,OR DISPOSE OF ANY WASTE MATERIALS,WITHIN THE TREE " HLQ 42 Hydrangea paniculata'Little Quick Fire Little Quick Fire Hydrangea 18-24"HT. PROTECTION AREA. IG 29 Ilex glabra'Shamrock' Shamrock Inkberry 2-3'HT. RP 16 Rhododendron x'PJM' PJM Rhododendron 2-2 112'HT. 3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL BE 26O Arsenal PI#2 REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S EXPENSE. PERENNIALS HO 15 Hosta Plantain Lily #1 POT PO Box 9151 RLS 38 Rudbeckia fulgida'Little Suzy' Little Suzy Black-eyed Susan #1 POT Watertown,MA 02471 Planting Notes GRASSES 617.924.1770 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE - ES 186 Eragrostis spectabilis Purple Lovegrass #2 POT PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PVC 82 Panicum virgatum'Cheyenne Sky' Cheyenne Sky Prairie Winds®Switch Grass #2 POT PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. - --- - - 4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS,AND IN ALL PLANTING BEDS,UNLESS OTHERWISE INDICATED ON THE PLANS,OR AS DIRECTED BY OWNER'S REPRESENTATIVE. - - ---�"-` 5. ALL TREES SHALL BE BALLED AND BURLAPPED,UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION,OR APPROVED BY THE OWNER'S REPRESENTATIVE. :.................................../'717ERNE ROAD 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN s ON THE PLAN.THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON �1 r,,... _.................. +_.,................................ .... .........,,, THE PLAN.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN v i N V� -` THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. 4 RLS 2 CCH 4 RLS 18 ES CCH r17 ES 25 ES 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE - - - -- - - V - -- r - - - - - -- -- - - ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. LOAM AND SEED,TYP. 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE "AMERICAN STANDARDS FOR NURSERY STOCK"BY THE AMERICAN EXISTING TREE TO -- ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. REMAIN AND BE '�• 'PROTECTED,TYP. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING _ 3 HLQ 16 CSK EN 4 CSK 3 HLQ DATE OF FINAL ACCEPTANCE. 10.AREAS DESIGNATED"LOAM&SEED"SHALL RECEIVE MINIMUM 6"OF LOAM 6 IG AND SPECIFIED SEED MIX,LAWNS OVER 2:1 SLOPE SHALL BE PROTECTED EXISTING TREE TO WITH EROSION CONTROL FABRIC. ( - BE REMOVED,TYP. l 11.ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS PROPOSED LECTURE HALL 7 IG a SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S 7 PVC- 2 IG REPRESENTATIVE. '279 PT - 6 RLS 12.THIS PLAN IS INTENDED FOR PLANTING PURPOSES.REFER TO SITE/CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. 1,HLQ ,: 3 PVC <EN EN 21 CSK 4 HLQ 5 RLS S RLS 4 HLQ 21 CSK ❑� , a, g SQ SEAT CUBE,TYP. Irrigation Notes EN 2' 1. CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM DESIGN AND 35 PVCmaw= INSTALLATION FOR PLANTINGS AND LAWN AREAS.NEW IRRIGATION SHALL --. •• •••w'. 3 ... ...TIE INTO EXISTING SITEIRRIGATION SYSTEM.DESIGN SHALL BE CERTIFIED BY A — ............................... _......:..................... .....: ...... PROFESSIONAL LAND APE ARCHITECT,EN INEER R CERTIFIED IRRIGATION 51 ES ` """""""""" `- SCG O C \ _ DESIGNER.DESIGN PLANS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE ['.c 2 ARy> e FOR APPROVAL. �' 10 CSK 10 CSK �" +,�, 0 10 20 40 Feet Q4 �'— m 7 RLS 7 RLS h + + + 2. CONTRACTOR AND IRRIGATION DESIGNER SHALL MEET WITH OWNER TO i. ` _ F +++ I 11 REVIEW EXISTING IRRIGATION HEAD MODELS,EXISTING CONTROLLER AND WATER SUPPLY,AND SHALL INCLUDE CONTROLLER EXPANSION MODULES OR , o " 300 PT OTHER ADJUSTMENTS TO EXISTING SYSTEM,IF REQUIRED,IN HIS BID. ___ _•• ,"` — •' - --- ---- Merrimack College _ �' 16 R 19 PVC 12 ESP =. 3. CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR,AND EQUIPMENT FOR 12 ES \` } �J THE COMPLETE INSTALLATION OF THE IRRIGATION SYSTEM. ....... 18 PVC 15 H Lec lu re H a I I 4. CONTRACTOR SHALL PROVIDE DRAWINGS,MATERIAL SPECIFICATIONS, \ - ',_ •3 ARH 315 Turnpike Street SCHEMATICS,AND OTHER LITERATURE AS MAY BE REQUIRED,FOR ALL ��- North Andover,MA CONDUIT,CONTROLS,TIMERS,VALVES,SPRINKLER HEADS,CONNECTORS, r 13 HLQ _ LOAM AND LOAM AND r \., SEED,TYP. WIRING,RAIN GAUGE,ETC.TO THE OWNER'S CONSTRUCTION MANAGER FOR - SEED,TYP. r, o. Re sm„ Dace nu d. APPROVAL PRIOR TO INSTALLATION. 309 PT 14 IG E V , d 5. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND SUB CONTRACTORS. 6. SITE CONTRACTOR SHALL PROVIDE 4"SCHEDULE 40 PVC SLEEVES UNDER a PAVEMENT TO PROVIDE ACCESS FOR IRRIGATION LINES TO ALL IRRIGATED AREAS. N Issued for DeM E <a Local Approvals September 12,2024 a Not Approved for Construction Landscape Plan 81 3 c D,-fi q Number AA N o �tsttccirrs��f o Ll•O o re$R....,5�� hb 'e- • Sheet of d:�< 1 2 h9`• i508•'p4e�`� \. r�q�1N.4SGBstci�. a,.7ea Number 11625.37 \\0b.com\gb1\proj\Wat-LD\11625.37 Merrimack Lecture Hall\cad\Id\Planset\1162537-LA.dwg O v s EXCAVATE SHRUB BED TO TOP OF ROOTBALL 1 INCH PLANT SPACING REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE vhb WITH SPECIFIED SOIL MIX.SOIL PLANT SPACING("A") ROW SPACING("B") "A" MIX SHALL BE CONTINUOUS 260 Arsenal PI#2 6 IN.O.C. 5 IN.O.C. WITHIN EACH SHRUB BED SLOPE TO FORM SAUCER PO Box 9151 8 IN.O.C. 7 IN.O.C. 10 IN.O.C. 8%I O.C. 3"PINE BARK MULCH Watertown,MA 02471 �0 6p DO NOT COVER STEMS 617.924.1770 12 IN.O.C. 10Y IN.O.C. _ OR TRUNK 15 IN.O.C. 13 IN.O.C. m 60° 9: :P 18 IN.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 IN.O.C. 48 IN,O.C. J m�z 60 IN.O.C. 54 IN.O.C. a OWN K 2"MULCH SIT ROOTBALL ON EXISTING HOLE UNDISTURBED SOIL OR ON FINISH GRADE (THREE TIMES ROOTBALL DIA. COMPACTED SUBGRADE WITH SLOPED SIDES) UNTIE AND ROLLBACK BURLAP z FROM,(MIN.)OF ROOTBALL; r� ---- - PLANTING SOIL IF SYNTHETIC WRAP IS USED, N CONTINUOUS IN BED REMOVE COMPLETELY. NOTES UNDISTURBED OR 1. LOOSEN ROOTS AT THE OUTER EDGE COMPACTED SUBGRADE OF ROOTBALL OF CONTAINER GROWN SHRUBS. Perennial and Ornamental Grass Planting 1/16 Shrub Bed Planting 1/16 N.T.S. Source:VHB LID 618 N.T.S. Source:VHB LD_601 HARDWOOD STAKES HARDWOOD STAKES OR DEADMEN(TYP.) OR DEADMEN(TYP.) TREE PIT TREE PIT ROOTBALL FOOTBALL TREE TIE TREE TIE Merrimack College TRUNK PLAN TRUNK PLAN NYLON TREE TIE WEBBING Lecture Hall (LOOSELY TIED) NYLON TREE TIE WEBBING (LOOSELY TIED) 315 Turnpike Street PAINT TOP 6"OF STAKES ORANGE North Andover,MA OR OR REFLECTIVE RED TAPE PAINT TOP OF STAKES ORANGE REFLECTIVE RED TAPE No Re„ a v�d. V 2"X2"X8'HARDWOOD STAKE (2 STAKES PER TREE) 2"X2"X8'HARDWOOD STAKE (PLACE WITHIN 6"OF ROOTBALL) (2 STAKES PER TREE) (PLACE WITHIN 6"OF ROOTBALL) TRUNK FLARE SHALL BE TREE SHALL BE SET PLUMB, a COMPLETELY EXPOSED,SET „ AFTER SETTLEMENT o " \ 2"ABOVE ESTABLISHED FINISHED GRADE TRUNK FLARE SHALL BE 0 COMPLETELY EXPOSED 3"PINE BARK MULCH, \� 2"ABOVE THE ESTABLISHED ,SET DO NOT PLACE MULCH MULCH CIRCLE FINISH GRADE dro, D- WITHIN 3"OF TRUNK. 3' Local Approvals September 12,2024 PLANT BACKFILL MIXTURE. D BARK MULCH, DO NOT PLACE MULCH 3^ SLOPE TO FORM 3"HIGH SAUCER WITHIN 3"OF TRUNK Not Approved for Construction SLOPE TO FORM Landscape 3" 3"HIGH SAUCER Details PLANT BACKFILL MIXTURE, 0 N-- 3 UNTIE AND CUT AWAY BURLAP FROM/,OF FOOTBALL(MIN.); UNTIE AND CUTAWAY BURLAP FROM 3 OF FOOTBALL(MIN.); N IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. IF SYNTHETIC WRAP IS USED, o,a n 9 N mbe, HOLE-THREE TIMES ROOTBALL DIAMETER _ REMOVE COMPLETELY o WITH SLOPED SIDES ro o SIT FOOTBALL ON SIT FOOTBALL ON EXISTING P�.�f+i�!t ' L2.0 EXISTING UNDISTURBED SOIL THREE TIMES ROOTBALL DIAMETER UNDISTURBED SOIL OR ON "1150,040,91/1, OR ON UNCOMPACTED SUBGRADE WITH SLOPED SIDES COMPACTED SUBGRADE '�� sneer or Multistem Tree Planting 9/21 Tree Planting(For Trees Under 4"Caliper) 9/21 9 .,use 2 2 N.T.S. Source:VHB LD_606 N.T.S. Source:VHB LD_602 '®,,moss rrirrraantu" P,a;ettN—b,, 11625.37 \\vI,b.com\9bI\prof\Wat—LD\ Ian anset\1 I6za.09—EXIST—ALL.dwg -——————————————————-=V—————————————— p P ————————————————— cv^nll V s orEv,tt L rFErjc n_r 'OnIC All, 'ire ❑ ❑ ❑ .....� 9 E ❑� ❑ ❑ ❑ ❑ p er ❑E ❑ E. P E— p _E p E-p-- E E E- E �. fnJ F..S❑ A L{{ ,�. .� RF IL FLJ 1 2TEE ,_T EE GTPEE w/pVC FAIL FENC-� "'.L e® fl 4J'(,GFIILT I FC`L .(SI OJC UEP G'I POST r"TPEE- "TItE 2"TPEE IS TR PnN$ 06 e® 1 10, w 260 Arsenal Place#2 9��G9 /lam w w Watertown,MA 02472 �90 \ 617.924.1770 vhb F7 Legend 0 DRAIN MANHOLL CATC( H BASIN E@ FIFCE RI MANHOLE Iv-ANHOI F o I I I (J)TELEPHONE MANHOLE l 6>nAEt /° o .'s F,VP --. E h I r I 1;ANHOLE ECv EH❑ HAND HOLE --- --- — —E— — r, WATER GATEa EL E E n— — — -- —E E E E E FIRE HYDRANT TTrrr _.. k 0 GAS GATE 1J r FIDE) - t Tzs��._PP Pw _ R r ;:I�aCP1 PJB... # GOLLARD'vALII oP uiE" --> -. r 3a (. 0,... & a a P c i99 STREET SIGN y - 1 3�8')CPP Pie O�ii CPR(P14� [ ----. o sr, LIGHT POLE E31 Ec� Eon- ^_- DR — VSC o UTILITY POLE "r -� .D "D � D 0—GUY POLE 1-?3 P-s2sr ,.a CPP rPr93) L y!.'..P u FLOOD LIGHT o rcac(P'sr YL ,1er r 'S CPR P( A J S we UYi,I-)R 7-_ UNITC)RN(�WELL r T L CAPPED 1 1.� I I,,I 2�0;8 F 8, D T P., yCPP P9' Piis,, Ir -,T'.. - M P L i rP PII II a.9';r P,F�rI; one P d WELL nwc,u o I z� z r. ,I; w ��u.,10 cP,PS) ,�I,,MARSH [-„,a�a CPP I�raP1 W w w _ W i OTOP F ' FEE 527' • FINISHED FLOOR EL-VATION i COULD i IWIFE ,c O NCAQ' ' DPLO NOUBLES VISIBLE OPEN E EEN O DAL DASH EDV`.HI ENNE E E ".E --- --E BIT.wyt®< �.oAir.'na-< LINE <Irue LIN- T _ E �� EE E .. E E E mE E PHONE S S(L SINGLE(E_LOWLINE E BIT AlPLK E 51 V r,LK LANDSC v 7's A EDGE OF V AREA — ED6EOFPAVEMENT �E E _ I �. CONCRETE CURB ` b 8 MCP s'91 �- E _L \ CONC SI LPS C B avolNa I _ VERTICAL 6RANITECLIRB -zzeo / ~~~ ClTPREE - w:e I=er) sU- SL PEE GFA BER A� SLOPED G Af I ITE EDGE i_�IF 1 2 ENCH MARK FIRE HYDRANT B O,M.O. BE [ \\ X-CUT SET ELEV.-238 Fit' u S CJRB GUAR INOU o - - - GUARD RAIL 7'IR_L 5T "� o 0 o—(HAINLINIKFENCE O /OTIE \\ M-uE D rwE DRAINAGE LINE H � 44 SENEF LINE OVEPHEAD WIRE _— \4� /—� �— GM a�J \ E sr / UNDER CROLNDELCTRIC jr N� [-7, 1RrP PI,1, S z.— AT hFrzaM sr 0 F.F.E.=c N `rELEEHONELINE aT- 11, c n rao ETRE= E R Pigs; SULLIVAN HALL AS LINE Al LING ST STEAM LINE �CPL,'L 51 -r 0000000;TICNE WALL I olbC I TREE LINE FTCw N I�uRz HER-FT 31,FFER 7CT,JE BRICK I 4 �Ja R DU-FT Rn ER FRONT AREA 2COr o 3RIEKC,UIVr ao A 2,04TPVFP FRONTP ~ Brs Eir, LIMIT OF BANK nA TER 0 LIMIT MEANANIE AL IGHPA �EGETaT_DAFTLANDBOLHCARY TPaNs. T wUN,� ,niEv;Au •:,:-I"-loo 0TR— ; I oN.>sMP 20 0 20 40 / BLSF 24'SEE L.y€ FL41 TCraEl 1 n,�runll INEwatL 3eI SCALE IN FEET „IR P1( 4 e 4,11VIT 3 I bl.�ll I Merrimack College BIT..nIV / 11 WAL, Lecture Hall 315 3 Turnpike Street IL` SSIC" North A d over,Massachusetts / IPIRE N ql t N AUSTIN HALL I O r' D i FF rer, o. Re�so„ Hot, nPn�d. / L Rvs Il.tr 3AIP ~1 7•'TF N / B I ■ ..F�TR N 3f'TTEE o r 71'.R 4 CPP PisK) I � A8"FLL , EE 30'TREE 3K'T3CC - E I to ID _( E T..��n,,..C f f'a' si _ m yy r7 September�\0000� T E ed fo oe 2 ONE 1 024 w ` 2 cuc ST T i- n'T LC LAf 14 BUS FH ,...( � Existing Conditions K I N 1 P_AQUE T I I Plan of Land l : A n.� " TREE m 26 ScEr" a \\ _ BENCH PE \ E 'FFF 4r,IR � General Notes M 4 STORY BRICK1)LIFE 3 ,�♦ � ........ � , }LILIES NI LT UPON ALI ACTUAL FIELD L NLJCTED OFEE o\r EYVANASSEHAN;ENfRUSTLIN,INC.IIv ?i;vND FRORiI DEEDS AND PLANS OF RECORD, aN mbe, rz watr )TEE EXISTING COIDITIONS SONN ON THIS PLAN ARE BASED UPON AN ACTUAL ON-THE-GROUNDo ,r,°TRE,E INSTRUM-VT SUPVEY PERFORMED BY,ANASSE HANGEN BRUSTLIN,INC.BE WEEN IMAY,2011 AND N \L�� _ Sr o -- AUGJST.2024. SV-1 3' , ♦ ,. y SJ"TPEE 9 w ----3)TEE LOCATIONS OF UNDERGROUND UTILITI-SEOd�N ON THIS PLAN WERE MAPPED PER AI;IERICAIN a I,Tr sn` SOCIETY BEMEEN O F ENGINEERS(ASEC)STANDARC 9-22,QUALITY LEVEL .rS)X AS SPECIFIED IN THE CONTRACT �l I RUSSELL � �A THE CLIENT'AND MILE.PLEASE NOTE THAT N%RILE BES-PRACTICES S"JERE FCLLOrf'lED,NOT eousou r C ♦ \ I; 9f NO.3S333 Sheet or v, Q _ � r�r ALL UTILITIES MAY BE SHON V AND THE A(GI If'AC"OF JTILIT`l LOCATIONS CANNOT BE GUARANTEED. ` - FEA, I 4)HORI70NTAL DATU A I$BASED ON F4FS GRID,YSTEM,BAD 1983,ELEVATIONS SEOWN ON THIS PLAN _`A;`�`_ }� t = � REFER TO NAVE OF1)88 - ~ I-f a PLC P,j TEE TREE SYPIBJL OUTLINE"ITCAAE,.ON THIS PL4I1 RICO',N(D REPRESENT-HE ACTUAL TREE CAfJOPY. s" i v f-14 d P, S9;\ / ` f=# � waiea Number, v L ♦ � 6)TEIS PLAN AAS COiAP_ETED WITHOUT THE BENEFIT TITLE(oMIRIITIJEN- 91112024 ,'t�\ 11625.09 j