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Home My WebLink About5046 484 Willow St Plan Set SignedWILLOW STREET EVERSOURCEJEFFERSON AVEPROJECT LOCATIONDRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C000COVER SHEET EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Cover Sheet.dwg5/2/2023 12:26:05 PM YARMOUTH ERP484 WILLOW STREET, WEST YARMOUTH, MA 02673PROJECT LOCATIONFLOOD INSURANCE RATE MAPDEVELOPER / OWNER:EVERSOURCE ENERGY, INC.484 WILLOW STREET, WEST YARMOUTH, MA 02673DATE OF APPLICATION: 01/19/2023PROPERTY ZONING DISTRICT: B3 - BUSINESSGENERAL ON-SITE SOIL TYPES (PER NRCS) - CARVER LOAMY COARSESAND (GROUP A)APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMSheet List TableSheet NumberSheet TitleC000Cover SheetC001General Notes & LegendsC002General Notes & LegendsC003Boundary Survey & Existing Conditions (2017)C004Boundary Survey & Existing Conditions (2017)C005Boundary Survey & Existing Conditions (2017)C006Boundary Survey & Existing Conditions (2017)C007Boundary Survey & Existing Conditions (2017)CD01Demolition Plan - Tree ClearingC101Site PlanC102Fire Truck Access PlanC103Fence PlanC201Grading PlanC210Basin Cross SectionsC401Landscape PlanC402Landscape DetailsC501Civil DetailsC502Civil DetailsC503Civil DetailsDemolition PlanRetaining Wall ProfileErosion & Sediment Control PlanUtility PlanC504Civil DetailsCD02C220C250C301E100Electrical Site PlanE101Electrical Photometrics PlanE500Electrical Details PlanC505Civil Details05/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C001GENERAL NOTES & LEGENDS EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\General Notes & Legends.dwg5/2/2023 12:26:29 PM GENERAL NOTES1.CONTRACTOR TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES ANDINFORM THE ENGINEER OF ANY POTENTIAL CONFLICTS WITH PROPOSED UTILITIES PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND ALL WAYS, MEANS AND METHODS OFCONSTRUCTION.3.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL AGENCY CODES,STANDARDS AND SPECIFICATIONS.4.CONTRACTOR SHALL OBTAIN ALL NECESSARY SITE PERMITS AND LICENSES FROM THE APPLICABLEGOVERNING AUTHORITIES.5.ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST STATEAND LOCAL GOVERNMENT CONSTRUCTION STANDARDS AND SPECIFICATIONS.6.UNLESS OTHERWISE NOTED ON THE PLANS, CONTRACTOR SHALL NOTIFY THE LOCAL ENGINEERING ORPUBLIC WORKS DEPARTMENT AND/OR OTHER PROJECT GOVERNING AUTHORITY(S) A MINIMUM OFFORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION OPERATIONS AND TO SCHEDULE ANYREQUIRED SITE INSPECTIONS.7.CONTRACTOR SHALL SCHEDULE A UTILITY LOCATING SERVICE AND/OR NOTIFY ALL UTILITY COMPANIES(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) AND THE LOCAL MUNICIPALITY TO DETERMINE THE LOCATIONOF UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION IN ORDER TO AVOIDPOTENTIAL CONFLICTS. IT IS ULTIMATELY THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALLEXISTING UTILITIES WHETHER INDICATED ON THE PLANS OR NOT AND TO HAVE THESE UTILITIES STAKEDPRIOR TO CONSTRUCTION. ANY NECESSARY RELOCATIONS OR REMOVALS OF EXISTING UTILITY LINESSHALL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.8.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PRIVATE AND PUBLIC UTILITIESEVEN THOUGH THEY MAY NOT BE SHOWN ON THE PLANS. ANY UTILITY THAT IS DAMAGED DURINGCONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE AND TO THESATISFACTION OF THE UTILITY OWNER.9.ALL EASEMENTS FOR EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLICRIGHTS-OF-WAY ARE SHOWN ON THE PLANS PREPARED BY THE SURVEYOR ACCORDING TO INFORMATIONAVAILABLE FROM PUBLIC RECORDS OR VISIBLE FIELD MARKINGS. THE CONTRACTOR SHALL BEULTIMATELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION IN THE FIELD OF THESE UTILITYLINES AND FOR THEIR PROTECTION FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS. IF EXISTINGUTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH CONFLICT IN LOCATION WITH THE PROPOSEDCONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SO THE CONFLICT MAYBE RESOLVED.10.ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THERULES AND REGULATIONS AND TO THE SATISFACTION OF THE APPLICABLE UTILITY OWNER(S).11.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, COORDINATES AND ELEVATIONS PRIOR TO THECOMMENCEMENT OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANYDISCREPANCIES SO THE CONFLICT MAY BE RESOLVED.12.ALL PROPERTY MARKERS AND SURVEY REFERENCE MARKERS SHALL BE CAREFULLY PRESERVEDDURING CONSTRUCTION UNTIL THEIR LOCATION HAS BEEN WITNESSED OR OTHERWISE TIED IN BY ANAUTHORIZED AGENT OR PROFESSIONALLY LICENSED SURVEYOR.13.THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS SHALL BE PROVIDED WHERECONSTRUCTION OPERATIONS ABUT PUBLIC THROUGH-FARES AND ADJACENT PROPERTY.14.ALL AREAS DISTURBED BY THE GENERAL CONTRACTOR OR SUB-CONTRACTORS SHALL BE RETURNED TOTHE ORIGINAL CONDITION OR BETTER, EXCEPT WHERE PROPOSED CONSTRUCTION IS INDICATED ON THEPLANS.15.PRIOR TO INITIAL ACCEPTANCE BY THE OWNER(S) AND/OR GOVERNING AUTHORITY, ALL WORK SHALL BEINSPECTED AND APPROVED BY THE OWNER AND MUNICIPALITY ENGINEER OR HIS REPRESENTATIVE(S).THE CONTRACTOR SHALL GUARANTEE HIS WORK FOR A PERIOD OF 24 (TWENTY FOUR) MONTHS FROMTHE DATE OF SUBSTANTIAL COMPLETION AND SHALL BE HELD RESPONSIBLE FOR ANY DEFECTS INMATERIAL OR WORKMANSHIP OF THIS WORK DURING THAT PERIOD AND UNTIL FINAL ACCEPTANCE ISMADE.16.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE WORKING CONDITIONSTHROUGHOUT THE DURATION OF CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.17.CONTRACTOR SHALL KEEP THE PUBLIC STREET PAVEMENTS CLEAN OF DIRT AND DEBRIS AND, WHENNECESSARY, CLEAN PAVEMENTS AT THE END OF EACH WORKING DAY.18.ALL CONSTRUCTION STAKING, SCHEDULING AND PAYMENT IS THE RESPONSIBILITY OF THE CONTRACTOR.19.AFTER COMPLETION OF THE PROPOSED IMPROVEMENTS AND WHEN REQUIRED BY THE GOVERNINGAUTHORITY(S), CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH AS-BUILT AND/ORRECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONALLY LICENSED ENGINEER OR SURVEYORAND SHALL INCLUDE AT A MINIMUM (WHERE APPLICABLE TO THE SCOPE OF WORK) THE FOLLOWINGITEMS:19.1.TOPOGRAPHY AND SPOT GRADE ELEVATIONS OF ALL PROPOSED PERMANENT SITE FEATURESINCLUDING ANY STORM WATER FACILITIES OR MODIFICATIONS TO EXISTING STORM WATERFACILITIES.19.2.HORIZONTAL AND VERTICAL LOCATION AND ALIGNMENT OF ALL PROPOSED ROADWAYS, PARKINGLOTS, UTILITIES, BUILDINGS OR OTHER PERMANENT SITE FEATURES.19.3.RIM AND INVERT AND/OR TOP OF PIPE ELEVATIONS FOR ALL PROPOSED UTILITIES.19.4.AS-BUILT AND/OR RECORD DRAWING INFORMATION SHALL BE SHOWN ON THE APPROVEDENGINEERING PLANS ISSUED FOR CONSTRUCTION. ANY AND ALL DEVIATIONS FROM THESEAPPROVED PLANS SHALL BE SHOWN BY MEANS OF STRIKING THROUGH THE PROPOSEDINFORMATION AND CLEARLY INDICATING THE AS-BUILT LOCATIONS AND ELEVATIONS ON THEAPPLICABLE PLAN SHEET.20.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SITE SETBACKS, EASEMENTS ANDDIMENSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.21.ALL HANDICAP ACCESSIBLE SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALLFEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS.22.IF DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR FINDS ANY DISCREPANCIES ORCONFLICTS BETWEEN THE PROPOSED SITE IMPROVEMENTS INDICATED ON THE PLANS AND THEPHYSICAL CONDITIONS OF THE SITE, OR ANY ERRORS OR OMISSIONS WITHIN THE PLANS OR IN THE SITELAYOUT AS PROVIDED BY THE ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOIMMEDIATELY NOTIFY THE ENGINEER. UNTIL AUTHORIZED TO PROCEED, ANY WORK PERFORMED BY THECONTRACTOR AFTER SUCH A DISCOVERY WILL BE AT THE CONTRACTOR'S SOLE RISK AND EXPENSE.23.CONTRACTOR SHALL COORDINATE ALL SITE IMPROVEMENTS WITH ARCHITECTURAL PLANS.ARCHITECTURAL PLANS SHALL BE USED FOR BUILDING STAKEOUT.24.CONTRACTOR SHALL COORDINATE ALL LANDSCAPE IMPROVEMENTS, INCLUDING NEW PLANTINGS ANDTURF AREA RESTORATION REQUIREMENTS, WITH LANDSCAPE PLANS.25.ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB TO BACK OF CURB OR EDGE OFPAVEMENT TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.26.ALL CURB RADII ARE MEASURED AT THE FACE OF CURB UNLESS OTHERWISE NOTED.27.ALL NEW ASPHALT AND/OR CONCRETE PAVING SHALL MATCH EXISTING PAVEMENTS FLUSH.28.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OUTSIDE OF CONSTRUCTION LIMITS TO ORIGINALCONDITION OR BETTER.29.CONTRACTOR SHALL REPAIR AT HIS EXPENSE ANY DAMAGE TO EXISTING ASPHALT, CONCRETE, CURBS,SIDEWALKS, ETC. RESULTING FROM CONSTRUCTION TRAFFIC AND/OR OPERATIONS. REPAIRS SHALL BEMADE TO THE SATISFACTION OF THE OWNER AND/OR ENGINEER.30.ALL FIRE ACCESS LANES WITHIN THE PROJECT AREA SHALL REMAIN IN SERVICE, CLEAN OF DEBRIS, ANDACCESSIBLE FOR USE BY EMERGENCY VEHICLES.SITE GRADING & PAVING NOTES1.ALL SITE WORK, GRADING, AND PAVING OPERATIONS WITHIN THE LIMITS OF THE PROJECT SHALL BEPERFORMED IN ACCORDANCE WITH THE NOTES IN THE PLANS AND THE STANDARDS, SPECIFICATIONS,CODES AND ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. IN CASE OF CONFLICT, THE MORESTRINGENT CODE SHALL TAKE PRECEDENCE.2.EARTH EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL, REMOVINGUNSUITABLE MATERIALS, CONSTRUCTION OF EMBANKMENTS, NON-STRUCTURAL FILLS, FINAL SHAPINGAND TRIMMING TO THE LINES, GRADES AND CROSS SECTIONS SHOWN ON THE PLANS. ALL UNSUITABLEOR EXCESS MATERIAL SHALL BE DISPOSED OF LEGALLY OFFSITE OR AS DIRECTED BY THE PROJECTREPRESENTATIVE IN THE FIELD.3.EXCAVATED TOPSOIL SHALL BE STOCKPILED ON THE SITE IN AREAS DESIGNATED BY THE PROJECTENGINEER UNTIL SUCH TIME THAT THIS TOPSOIL CAN BE USED FOR FINAL GRADING. UNLESS OTHERWISENOTED ON THE PLANS, A MINIMUM OF 6" TOPSOIL RE-SPREAD AND SEEDING FOR ALL DISTURBED AREASIS REQUIRED.4.THE GEOTECHNICAL INVESTIGATION REPORT, BY LANGAN DATED 03/29/2022 AND PROJECT NUMBER140206001, FOR THE SITE AND ALL ADDENDA THERETO ARE SUPPORTING DOCUMENTS FOR THISPROJECT. THE RECOMMENDATIONS AS STATED IN SAID REPORT ARE HEREBY INCORPORATED INTOTHESE CONSTRUCTION NOTES BY REFERENCE AND SHALL BE FOLLOWED BY ALL CONTRACTORS. THEGRADING OPERATIONS ARE TO BE CLOSELY SUPERVISED AND INSPECTED, PARTICULARLY DURING THEREMOVAL OF UNSUITABLE MATERIAL AND THE CONSTRUCTION OF EMBANKMENTS OR BUILDING PADS, BYA SOILS ENGINEER OR HIS REPRESENTATIVE. FURTHER CONSTRUCTION OPERATIONS WILL NOT BEPERMITTED UNTIL THE SOILS ENGINEER ISSUES A WRITTEN STATEMENT THAT THE AREA IN QUESTIONHAS BEEN SATISFACTORILY PREPARED AND IS READY FOR CONSTRUCTION.5.ALL TESTING, INSPECTION AND SUPERVISION OF SOIL QUALITY, UNSUITABLE SOIL REMOVAL AND ITSREPLACEMENT AND OTHER SOILS RELATED OPERATIONS SHALL BE THE RESPONSIBILITY OF THECONTRACTOR AND SHALL BE COORDINATED WITH AND PERFORMED AT THE DIRECTION OF THE OWNER'SGEOTECHNICAL ENGINEER.6.THE CONTRACTOR SHALL USE CARE IN GRADING NEAR TREES, SHRUBS, AND BUSHES WHICH ARE NOTNOTED TO BE REMOVED SO AS NOT TO CAUSE INJURY TO ROOTS OR TRUNKS.7.THE CONTRACTOR SHALL USE CARE IN GRADING OR EXCAVATING NEAR ANY AND ALL EXISTING ITEMSWHICH ARE NOT INDICATED TO BE REMOVED. ANY DAMAGE DONE TO THESE EXISTING ITEMS BY THECONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT HIS OWN EXPENSE.8.REMOVED PAVEMENTS, SIDEWALKS, CURBS, TREES AND STUMPS SHALL BE DISPOSED OF LEGALLYOFFSITE AT LOCATIONS DETERMINED BY THE CONTRACTOR.9.ON AND OFFSITE PAVING AND CURBS TO REMAIN SHALL BE PROTECTED FROM DAMAGE, AND, IFDAMAGED, SHALL BE REPLACED PROMPTLY TO MEET STATE AND LOCAL STANDARD SPECIFICATIONS INMATERIALS AND WORKMANSHIP.10.PROPOSED ELEVATIONS INDICATE FINISHED GRADE CONDITIONS. FOR ROUGH GRADING ELEVATIONSALLOW FOR THE THICKNESS OF THE PROPOSED PAVEMENT SECTION (ROADS, WALKS, DRIVE, ETC.) ORTOPSOIL AS INDICATED ON THE PLANS.11.CONTRACTOR SHALL PROVIDE SMOOTH VERTICAL CURVES THROUGH THE HIGH AND LOW POINTSINDICATED BY SPOT ELEVATIONS ON THE PLANS. CONTRACTOR SHALL PROVIDE UNIFORM SLOPESBETWEEN NEW AND EXISTING GRADES AND AVOID ANY RIDGES AND/OR DEPRESSIONS.12.ALL PROPOSED GRADING, PAVEMENT, APRONS, CURBS, WALKS, ETC. SHALL MATCH EXISTING GRADESFLUSH.13.ALL EXISTING AND PROPOSED TOP OF FRAME ELEVATIONS FOR STORM, SANITARY, WATER AND OTHERUTILITY STRUCTURES SHALL BE ADJUSTED TO MEET FINISHED GRADE WITHIN THE PROJECT LIMITS.14.REQUIRED RIM ADJUSTMENTS SHALL BE MADE WITH PRECAST CONCRETE ADJUSTING RINGS NOT TOEXCEED A MAXIMUM OF EIGHT (8) INCHES IN OVERALL HEIGHT. A MAXIMUM OF TWO (2) ADJUSTING RINGSARE ALLOWED. BUTYLROPE JOINT SEALANT SHALL BE USED ON ALL JOINTS BETWEEN THE PRECASTELEMENTS.15.SITE GRADING AND CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS SHALL NOT CAUSEPONDING OF STORM WATER. ALL AREAS ADJACENT TO THESE IMPROVEMENTS SHALL BE GRADED TOALLOW POSITIVE DRAINAGE AND MATCH EXISTING GRADES FLUSH.16.CONTRACTOR SHALL ENSURE POSITIVE SITE DRAINAGE AT THE END OF EACH WORKING DAY DURINGCONSTRUCTION OPERATIONS. FAILURE TO PROVIDE ADEQUATE DRAINAGE WILL PRECLUDE THECONTRACTOR FROM ANY POSSIBLE COMPENSATION REQUESTED DUE TO DELAYS OR UNSUITABLEMATERIALS CREATED AS A RESULT.17.DRIVEWAYS SHALL BE CONSTRUCTED SO AS NOT TO IMPEDE THE SURFACE DRAINAGE SYSTEM.18.TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THE APPLICABLE STATE DEPARTMENT OFTRANSPORTATION STANDARDS AND SHALL BE INSTALLED AND PROVIDED WHENEVER CONSTRUCTIONFOR UTILITIES ARE WITHIN STREET AREAS. APPLICABLE ORDINANCES OF THE MUNICIPALITY, COUNTY ORSTATE SHALL ALSO GOVERN THE TRAFFIC CONTROL REQUIREMENTS.19.ALL GRADING AND SITE PREPARATION WORK SHALL CONFORM WITH THE RECOMMENDATIONS ANDSPECIFICATIONS CONTAINED IN THE GEOTECHNICAL REPORT BY TERRACON DATED XX/XX/2023, PROJECTNUMBER XXXXXXXXX.20.CONTRACTOR SHALL CAREFULLY PRESERVE ALL SITE BENCHMARKS AND REFERENCE POINTS DURINGCONSTRUCTION OPERATIONS.21.CONTRACTOR SHALL INSTALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO COMMENCEMENTOF SITE GRADING OPERATIONS.22.CONTRACTOR SHALL UTILIZE CARE WHEN WORKING NEAR EXISTING UTILITIES TO REMAIN. ANY DAMAGETO EXISTING UTILITIES NOT NOTED TO BE REMOVED SHALL BE REPAIRED AT THE CONTRACTOR'SEXPENSE AND TO THE SATISFACTION OF THE OWNER AND/OR ENGINEER.23.CONTRACTOR SHALL REPAIR AT HIS EXPENSE ANY DAMAGE TO EXISTING ASPHALT, CONCRETE, CURBS,SIDEWALKS, ETC. RESULTING FROM CONSTRUCTION TRAFFIC AND/OR OPERATIONS. REPAIRS SHALL BEMADE TO THE SATISFACTION OF THE OWNER AND/OR ENGINEER.24.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OUTSIDE OF CONSTRUCTION LIMITS TO ORIGINALCONDITION OR BETTER.25.MAXIMUM CROSS SLOPES AND LONGITUDINAL SLOPES FOR ALL CONCRETE SIDEWALKS AND HANDICAPACCESSIBLE ROUTES SHALL NOT EXCEED 2% AND 5%, RESPECTIVELY.26.MAXIMUM SLOPES WITHIN THE HANDICAP ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2% IN ANYDIRECTION.27.MAXIMUM GRADE DIFFERENCE BETWEEN PAVEMENT SURFACES AND ADJACENT CONCRETE SIDEWALKSFOR THE ACCESSIBLE ROUTE TO THE BUILDING SHALL NOT EXCEED 1/4" VERTICAL OR 1/2" WHENBEVELED.28.ALL HANDICAP ACCESSIBLE EXTERIOR DOORWAY LOCATIONS REQUIRE AN EXTERIOR LANDING THAT IS AMINIMUM OF FIVE (5) FEET IN LENGTH WITH A SLOPE NOT EXCEEDING 2% IN ANY DIRECTION.29.EXCAVATION SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FORTHE SAFETY OF PERSONNEL. SHORING SHALL BE IN ACCORDANCE WITH ALL O.S.H.A AND LOCALREGULATIONS.30.ALL STRUCTURE BENCH WALLS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPERHYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF FLOWS THROUGH THE MANHOLE OR BOX INLET.THE BENCH WALL SHALL FORM A DEFINED CHANNEL CONSTRUCTED AT A MINIMUM ½-INCH PER FOOTSLOPE TO THE MANHOLE WALL.31.ALL STORM WATER INLETS AND CATCH BASIN CASTINGS SHALL HAVE THE WORDS “NO DUMPING, DRAINSTO STREAM", OR SIMILARLY APPROVED MESSAGE, CAST IN RAISED OR RECESSED LETTERS AT A MINIMUMOF 1” IN HEIGHT. IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS.GENERAL UTILITY NOTES1.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER ATLEAST FORTY-EIGHT (48) HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OFTHE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGUTILITIES WHICH CONFLICT WITH THE PROPOSED SITE IMPROVEMENTS SHOWN ON THE PLANS.2.CONTRACTOR SHALL UTILIZE CARE WHEN WORKING NEAR EXISTING UTILITIES TO REMAIN. ANY DAMAGETO EXISTING UTILITIES NOT NOTED TO BE REMOVED SHALL BE REPAIRED AT THE CONTRACTOR'SEXPENSE AND TO THE SATISFACTION OF THE OWNER AND/OR ENGINEER.3.CONTRACTOR SHALL EXCAVATE AND VERIFY IN FIELD ALL EXISTING UTILITY LOCATIONS, SIZES,CONDITIONS AND ELEVATIONS AT PROPOSED POINTS OF CONNECTION PRIOR TO COMMENCING ANYUNDERGROUND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANYDISCREPANCIES OR CONFLICTS PRIOR TO PROCEEDING WITH CONSTRUCTION.4.ALL PROPOSED CONNECTIONS TO EXISTING UTILITY STRUCTURES OR PIPING SHALL BE IN ACCORDANCEWITH THE APPLICABLE GOVERNING AUTHORITY REQUIREMENTS AND SPECIFICATIONS.5.CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL EXISTING SEWER SYSTEMS DURING CONSTRUCTIONOPERATIONS AS NECESSARY TO PREVENT SILT OR DEBRIS ACCUMULATION.6.CONTRACTOR TO COORDINATE FRANCHISE UTILITIES.STORM SEWER NOTES1.ALL STORM SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE NOTES IN THEPLANS AND THE STANDARDS, SPECIFICATIONS, CODES AND ORDINANCES OF THE LOCAL GOVERNINGAUTHORITIES. IN CASE OF CONFLICT, THE MORE STRINGENT CODE SHALL TAKE PRECEDENCE.2.STORM SEWER PIPE AND STRUCTURES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHLOCAL REQUIREMENTS AND SPECIFICATIONS.3.RCP STORM SEWER PIPE 12" IN DIAMETER AND LARGER SHALL BE REINFORCED CONCRETE PIPE, CLASSIII, PER ASTM C76 WITH FLEXIBLE (O-RING) GASKET JOINTS IN CONFORMANCE WITH ASTM C443.4.PVC STORM SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 26 PIPE PER ASTM D3034.5.HDPE STORM SEWER PIPE SHALL BE HIGH DENSITY POLYETHYLENE PIPE PER ASTM F2306 WITHWATERTIGHT JOINTS CONFORMING TO ASTM D3212.6.STORM SEWER TRENCH EXCAVATIONS AND PIPE FOUNDATION, BEDDING AND HAUNCHING SHALL BECONSTRUCTED IN ACCORDANCE WITH LOCAL REQUIREMENTS AND SPECIFICATIONS.6.1.STORM SEWERS MUST BE PLACED ON PROPERLY COMPACTED STONE BEDDING. PIPE BEDDINGMATERIAL SHALL BE A MINIMUM OF FOUR (4) INCHES THICK UNDER THE BARREL OF THE PIPE ANDFOR PVC PIPE, MATERIAL SHALL BE EXTENDED A MINIMUM OF 12" OVER THE TOP OF THE PIPEPER ASTM D2321. PIPE BEDDING MATERIAL SHALL BE CRUSHED GRAVEL OR STONE MEETINGLOCAL STANDARD GRADATIONS.6.2.TRENCH BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED TO A MINIMUM OF 98%STANDARD PROCTOR MAXIMUM DRY DENSITY, PER ASTM D698, OVER ALL STORM SEWERSWHICH ARE CONSTRUCTED UNDER, OR WITHIN TWO (2) FEET OF, ANY PROPOSED OR EXISTINGPAVEMENT, PARKING LOTS OR SIDEWALKS.7.REQUIRED STORM STRUCTURE RIM ADJUSTMENTS SHALL BE MADE WITH PRECAST CONCRETEADJUSTING RINGS NOT TO EXCEED A MAXIMUM OF EIGHT (8) INCHES IN OVERALL HEIGHT. A MAXIMUM OFTWO (2) ADJUSTING RINGS ARE ALLOWED. BUTYLROPE JOINT SEALANT SHALL BE USED ON ALL JOINTSBETWEEN THE PRECAST ELEMENTS.8.FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THEPROPOSED STORM SEWER SYSTEM OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE WAY. IF THISCANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE ANDMATERIAL TO THE ORIGINAL LINE AND PUT IN ACCEPTABLE OPERATING CONDITION. A RECORD OF THELOCATION OF ALL FIELD TILE OR DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE CONTRACTOR ANDTURNED OVER TO THE OWNER AND/OR ENGINEER UPON COMPLETION OF THE PROJECT ANDACCURATELY SHOWN ON THE RECORD DRAWINGS.WATER AND SEWER SEPARATION NOTES1.WATER MAINS SHALL BE LOCATED AT LEAST TEN (10) FEET HORIZONTALLY FROM ANY EXISTING ORPROPOSED DRAIN, STORM SEWER, SANITARY SEWER, COMBINED SEWER, OR SEWER SERVICECONNECTION.2.WATER MAINS MAY BE LOCATED CLOSER THAN TEN (10) FEET TO A SEWER LINE WHEN:2.1.LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN (10) FEET; AND2.2.THE WATER MAIN INVERT IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE CROWN OF THE SEWER;AND2.3.THE WATER MAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON ANUNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER.3.WHEN IT IS IMPOSSIBLE TO MEET 1) OR 2) ABOVE, BOTH THE WATER MAIN AND DRAIN OR SEWER SHALLBE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, PRE-STRESSEDCONCRETE PIPE, OR PVC PIPE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION. THE DRAINOR SEWER SHALL BE PRESSURE TESTED FOR THE MAXIMUM EXPECTED SURCHARGE HEAD PRIOR TOBACKFILLING.4.WATER MAINS SHALL BE SEPARATED FROM A SEWER SO THAT ITS INVERT IS A MINIMUM OF EIGHTEEN (18)INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER WHENEVER WATER MAINS CROSS STORM SEWERS,SANITARY SEWERS, OR SEWER SERVICE CONNECTIONS. THE VERTICAL SEPARATION SHALL BEMAINTAINED FOR THAT PORTION OF THE WATER MAIN LOCATED WITHIN TEN (10) FEET HORIZONTALLY OFANY SEWER OR DRAIN CROSSED. A LENGTH OF WATER MAIN PIPE SHALL BE CENTERED OVER THE SEWERTO BE CROSSED WITH JOINTS EQUIDISTANT FROM THE SEWER OR DRAIN.5.BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CASTOR DUCTILE IRON PIPE, PRE-STRESSED CONCRETE PIPE, OR PVC PIPE EQUIVALENT TO WATER MAINSTANDARDS OF CONSTRUCTION WHEN:5.1.IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 4) ABOVE;OR THE WATER MAIN PASSES UNDER A SEWER OR DRAIN6.A VERTICAL SEPARATION OF EIGHTEEN (18) INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN ANDTHE CROWN OF THE WATER MAIN SHALL BE MAINTAINED WHERE A WATER MAIN CROSSES UNDER ASEWER. THE SEWER OR DRAIN LINES SHALL BE SUPPORTED TO PREVENT SETTLING AND BREAKING OFTHE WATER MAIN, AS SHOWN ON THE PLANS OR AS APPROVED BY THE ENGINEER.7.CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE PERPENDICULAR DISTANCEFROM THE WATER MAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN (10) FEET.WATER MAIN AND SERVICE NOTES1.ALL WATER MAIN CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE NOTES IN THEPLANS AND THE YARMOUTH WATER DEPARTMENT "STANDARD DOCUMENTS FOR WATER MATERIALS ANDINSTALLATION", LATEST ADDITION. IN CASE OF CONFLICT, THE MORE STRINGENT CODE SHALL TAKEPRECEDENCE.2.WATER MAIN PIPE AND STRUCTURES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THEYARMOUTH WATER DEPARTMENT "STANDARD DOCUMENTS FOR WATER MATERIALS AND INSTALLATION",LATEST ADDITION.3.WATER MAIN SHALL BE DUCTILE IRON PIPE, CLASS 52 IN ACCORDANCE WITH AMERICAN WATER WORKSASSOCIATION (AWWA) STANDARDS C151, C111 AND C104, UNLESS OTHERWISE NOTED.4.UNLESS OTHERWISE NOTED ON THE PLANS, ALL WATER MAIN PIPE SHALL BE LAID WITH A MINIMUMCOVER OF FOUR AND AND HALF (4.5) FEET FROM THE PROPOSED FINISH GRADE INDICATED ON THEPLANS OR TO THE SPECIFIC TOP OF PIPE ELEVATION INDICATED ON THE PLANS FOR THE WATER MAIN. NOBERMS ARE ALLOWED OVER WATER MAINS EXCLUSIVELY FOR THE PURPOSE OF OBTAINING ADEQUATEGROUND COVER.5.DUCTILE IRON WATER MAIN PIPE SHALL BE CONSTRUCTED WITH A MINIMUM OF 8-MIL POLYETHYLENEENCASEMENT TO PREVENT CORROSION.6.WATER MAIN TRENCH EXCAVATIONS AND PIPE FOUNDATION, BEDDING AND HAUNCHING SHALL BECONSTRUCTED IN ACCORDANCE WITH LOCAL REQUIREMENTS AND SPECIFICATIONS.6.1.WATER MAINS MUST BE PLACED ON PROPERLY COMPACTED STONE BEDDING. PIPE BEDDINGMATERIAL SHALL BE A MINIMUM OF FOUR (4) INCHES THICK UNDER THE BARREL OF THE PIPE.PIPE BEDDING MATERIAL SHALL BE CRUSHED GRAVEL OR STONE MEETING LOCAL STANDARDGRADATIONS.6.2.TRENCH BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED TO A MINIMUM OF 98%STANDARD PROCTOR MAXIMUM DRY DENSITY, PER ASTM D698, OVER ALL WATER MAINS WHICHARE CONSTRUCTED UNDER, OR WITHIN TWO (2) FEET OF, ANY PROPOSED OR EXISTINGPAVEMENT, PARKING LOTS OR SIDEWALKS.7.A WATERTIGHT PLUG SHALL BE PLACED IN THE END OF THE WATER MAIN PIPE AT THE END OF EACHCONSTRUCTION DAY.8.UPON COMPLETION OF THE WATERMAIN CONSTRUCTION, ALL WATER MAIN SHALL BE TESTED INACCORDANCE WITH YARMOUTH WATER DEPARTMENT "STANDARD DOCUMENTS FOR WATER MATERIALSAND INSTALLATION", LATEST ADDITION, AND WITH THE FOLLOWING MINIMUM STANDARDS:8.1.HYDROSTATIC PRESSURE AND LEAKAGE TESTS IN ACCORDANCE WITH LOCAL REQUIREMENTSAND SPECIFICATIONS AND SHALL BE WITNESSED BY THE LOCAL GOVERNING AUTHORITY.8.2.DISINFECTION IN ACCORDANCE WITH LOCAL REQUIREMENTS AND THE METHODS STATED INAWWA STANDARD C651 AND WITNESSED BY THE LOCAL GOVERNING AUTHORITY.9.WATER SERVICE PIPING AND STRUCTURES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITHLOCAL REQUIREMENTS AND SPECIFICATIONS.10.WATER SERVICE LINES 2" IN DIAMETER OR SMALLER SHALL BE TYPE 'K' COPPER TUBING CONFORMING TOASTM B88-14. NO COUPLINGS SHALL BE PERMITTED BETWEEN THE CORPORATION AND CURB STOPS ORBETWEEN THE CURB STOP AND THE BUILDING.11.WATER SERVICE FITTINGS INCLUDING CORPORATION STOPS, SERVICE BOXES AND BUFFALO BOXESSHALL BE FURNISHED IN ACCORDANCE WITH LOCAL REQUIREMENTS AND SPECIFICATIONS.12.SERVICE BOXES SHALL BE OF SUFFICIENT LENGTH TO PERMIT THE TOP TO BE INSTALLED FLUSH WITHTHE FINISHED GRADE. EACH SERVICE BOX SHALL BE PROVIDED WITH A CAP WITH THE WORD "WATER"CAST IN THE TOP.13.VALVES, VALVE BOXES OR VAULTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH LOCALREQUIREMENTS.14.PRESSURE CONNECTIONS TO THE EXISTING WATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCEWITH LOCAL REQUIREMENTS AND SPECIFICATIONS AND SHALL INCLUDE THE INSTALLATION OF A FULLSTAINLESS STEEL TAPPING SADDLE.15.VALVE VAULTS SHALL HAVE A MINIMUM DIAMETER OF FIVE (5) FEET BELOW THE PRECAST CONCRETECONE SECTION. THE VAULTS SHALL BE CONSTRUCTED OF PRECAST CONCRETE SECTIONS AND SHALLCONFORM TO THE DETAILS SPECIFIED ON THE PLANS. ALL VALVE VAULTS SHALL BE LEAK PROOF.16.TEMPORARY CONNECTIONS FOR CONSTRUCTION PURPOSES TO NEWLY INSTALLED OR EXISTING WATERMAINS SHALL BE MADE AND METERED IN ACCORDANCE WITH LOCAL REQUIREMENTS.17.REQUIRED RIM ADJUSTMENTS SHALL BE MADE WITH PRECAST CONCRETE ADJUSTING RINGS NOT TOEXCEED A MAXIMUM OF EIGHT (8) INCHES IN OVERALL HEIGHT. A MAXIMUM OF TWO (2) ADJUSTING RINGSARE ALLOWED. BUTYLROPE JOINT SEALANT SHALL BE USED ON ALL JOINTS BETWEEN THE PRECASTELEMENTS.18.BENDS ON 4" AND GREATER WATER LINES SHALL BE PROVIDED WITH RESTRAINED JOINTS. (MEGALUGSERIES 2000 OR APPROVED EQUAL)PAVEMENT GENERAL NOTES1.SEE GEOTECH REPORT FOR ANY SPECIAL EXCAVATION AND FILL REQUIREMENTS.2.LIMIT OPERATIONS TO THE PUBLIC RIGHT-OF-WAYS AND EASEMENTS OR INDICATED PROJECT LIMITS.THE CONTRACTOR SHALL NOT UTILIZE PRIVATE PROPERTY UNLESS HE HAS SUBMITTED A COPY OF THEPROPERTY OWNER'S WRITTEN PERMISSION TO THE OWNER'S REPRESENTATIVE.3.ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING.4.REMOVE AND REPLACE OR RESTORE ALL STREET SIGNS, PAVEMENT MARKINGS, SIDEWALK LAMPS,SIDEWALKS, STEPS, LANDSCAPE STRUCTURES, CURB AND GUTTER, STREETS, DRIVES, AND ALL OTHERSURFACE STRUCTURES REMOVED OR OTHERWISE DAMAGED DURING THE COURSE OF THE WORK.SIDEWALKS SHALL BE REMOVED AND REPLACED TO NEAREST JOINT BEYOND CONSTRUCTION AREA.5.COMPACT SUBGRADE BENEATH PAVEMENTS IN ACCORDANCE WITH GRADING NOTES.PAVEMENT MARKING NOTES1.PAINT PARKING STRIPING AND SIDEWALK CURBS PER OWNER DIRECTION AND LOCAL CODES WHERESHOWN ON PLANS. MINIMUM CURING TIME FOR PAVING SHALL BE 7 DAYS.2.PAVEMENT MARKINGS SHALL CONFORM TO LOCAL CODES. IF REQUIRED, REFLECTORIZED SPHERES FORTRAFFIC PAINT SHALL MEET THE REQUIREMENTS OF LOCAL CODES.3.PAINTING SHALL NOT BEGIN UNTIL PAVEMENT SURFACE HAS BEEN POWER BROOMED AND HAND SWEPTAS NECESSARY TO REMOVE LOOSE MATERIALS AND DIRT; AND NOT BEFORE ADEQUATE CURING TIMEHAS BEEN OBTAINED ON THE PAVEMENT.4.APPLY PAINT AT MANUFACTURER'S RECOMMENDED RATES IN TWO SEPARATE COATS FOR ALL PAVEMENTMARKINGS. ALL STRIPES ARE 4 INCHES WIDE UNLESS OTHERWISE INDICATED. ADA SYMBOLS SHALLCONFORM TO APPLICABLE ADA REGULATIONS.SURFACE AREA RESTORATION NOTES1.ALL DISTURBED AREAS NOT PAVED OR HARD SURFACE ON THE SITE SHALL RECEIVE 6 INCHES OFTOPSOIL. SCARIFY AREAS TO RECEIVE TOPSOIL TO A DEPTH OF 3 INCHES. REMOVE ALL STONES, WOOD,AND OTHER DEBRIS LARGER THAN 2 INCHES FROM AREAS TO RECEIVE TOPSOIL. DO NOT COMPACTTOPSOIL.2.ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED, AND MULCHED IN ACCORDANCE WITH THEPROPOSED LANDSCAPING PLAN, NOTES, AND DETAILS.3.REFER TO LANDSCAPING PLAN FOR PLANTING INSTRUCTIONS AND DETAILS.4.CONTRACTOR TO SUBMIT PROPOSED SEED MIX, FERTILIZER, AND MULCH PRODUCTS FOR OWNERAPPROVAL PRIOR TO APPLICATION.5.5.MAINTAIN ANY SEEDED AREAS UNTIL AN ADEQUATE STAND OF GRASS HAS BEEN ESTABLISHED.RESEED ANY AREAS AS NECESSARY DURING MAINTENANCE PERIOD.EROSION CONTROL NOTES1.USE ALL AVAILABLE MEANS TO MINIMIZE THE AMOUNT OF SOIL EROSION CAUSED BY THE WORK OF THEPROJECT. THIS INCLUDES RESPONSIBILITY FOR MAINTENANCE OF ALL SOIL EROSION CONTROL DEVICESINDICATED. REPAIRS TO SOIL EROSION CONTROL DEVICES SHALL BE COMPLETED WITHIN 2 DAYS FROMNOTIFICATION.2.EROSION CONTROL DEVICES SHALL BE CHECKED ONCE PER WEEK AND AFTER EACH RAINFALL TOENSURE WORKING ORDER.3.SILT FENCE SHALL BE LOCATED AS SHOWN ON THE PLANS.4.SEED ALL DISTURBED AREAS EXPOSED FOR MORE THAN 21 DAYS WITH A STABILIZING CROP PER MASSDEP SPECIFICATIONS.STORM WATER POLLUTION PREVENTION PLAN1.A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS INCLUDED IN THE PROJECT DOCUMENTS. THECONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE PLAN WITHIN THE CONTRACT LIMITS OFTHE PROJECT.2.THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO SIGN A COPY OF THE CERTIFICATIONSTATEMENT CONTAINED IN THE PLAN, PRIOR TO START OF CONSTRUCTION. THE SIGNED COPIES SHALLBE KEPT WITH THE SWPPP IN THE CONTRACTORS FIELD OFFICE UNTIL THE PROJECT IS COMPLETE.3.THE CONTRACTOR SHALL PROVIDE INSPECTION OF THE CONSTRUCTION SITE AND MAINTAIN INSPECTIONRECORDS IN ACCORDANCE WITH THE SWPPP.4.COPIES OF THE PLAN, ALL INSPECTION REPORTS AND CERTIFICATIONS PREPARED BY THE CONTRACTORSHALL BE FORWARDED TO THE OWNER.APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM05/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C002GENERAL NOTES & LEGENDS EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\General Notes & Legends.dwg5/2/2023 12:26:39 PM GENERAL SITEEXISTING STRUCTUREPLAN MARKDESCRIPTIONLEGENDGUARD POST/ BOLLARDMAILBOXPARKING METERHANDICAPPED PARKINGNAIL FOUNDSHRUBDECIDUOUS TREECONIFEROUS TREESINGLE POLE SIGNLEGENDDOUBLE POLE SIGNTRAFFIC SIGNAL WITH ARMPLAN MARKSURVEYDESCRIPTIONBENCH MARKLEGENDIRON ROD - FOUNDIRON ROD - SETSECTION CORNER FOUNDMONUMENT SETRIGHT OF WAY MARKERSTATION MARKERMONITORING WELLX CUT SETX CUT FOUNDFLOODLIGHTUTILITIESDESCRIPTIONPLAN MARKHANDHOLESIGNAL BOXLIGHT POLE OVERHANGSIREN POLEUTILITY POLELIGHT POSTFIRE HYDRANTGUY ANCHORFLARED END SECTIONVALVEUTILITY END CAPPOST INDICATOR VALVECLEANOUTCABLE TV PEDESTALJUNCTION BOXMANHOLEDRAINAGE MANHOLEELECTRICAL MANHOLETELEPHONE PEDESTALSANITARY MANHOLETELEPHONE MANHOLEVAULT BOXCURB INLETINTAKE - CIRCLEINTAKE - SQUAREINTAKE - RECTANGLERA-5 INTAKERA-3 INTAKERA-8 INTAKESOIL BORINGGAS METERELECTRIC METERTRANSFORMERWATER METERWIRE FENCEXWOOD FENCECHAINLINK FENCECONTROL POINT621620MAJOR CONTOURMINOR CONTOURWATER MANHOLEGUARD RAILRAILROADTREE LINEAIR CONDITIONERRECORD BEARING/DISTANCE(00)00MEASURED BEARING/DISTANCEPOBPOINT OF BEGINNINGPORPOINT OF REFERENCEFLAGPOLEWWATER IRRIGATION VALVEWATER SHUTOFF VALVEUTILITY POLE W/ TRANSFORMERTRAFFIC SIGNALNAIL SETUTILITY MARKERRAILROAD CROSSING SIGNALYARD HYDRANTFIRE DEPARTMENT VALVEGAS REGULATORROOF DOWNSPOUTTRAFFIC MANHOLEGENERAL SITE DESIGNPLAN MARKDESCRIPTIONLEGENDSLOPE ARROWFLOW ARROWGUTCTOP OF CURB AND GUTTER ELEVATIONSPOT ELEVATION625.00LEGENDUTILITY LINESEXISTING LINE TYPEDESCRIPTIONELECTRIC - OVERHEADELECTRIC - UNDERGROUNDGAS MAINWATER MAINSANITARY SEWERSTORM SEWERTELEPHONE - OVERHEADTELEPHONE - UNDERGROUNDCABLE LINE - OVERHEADCABLE LINE - UNDERGROUNDFIBER OPTICSPROCESS/HEATING STEAMSILT FENCELIMITSPROPOSED LINE TYPETRAFFIC FLOWRIGHT-TURN ARROWTHRU ARROWLEFT/ THRU ARROWRIGHT/ THRU ARROWLEFT-TURN ARROWLEFT/ RIGHT/ THRU ARROW2%SANITARY FORCE MAINALL CONSTRUCTION MATERIALS AND SITE WORK INDICATED ON THESE PLANSSHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE LATESTEDITION OF THE CITY OF YARMOUTH SUPPLEMENTAL SPECIFICATIONS TOMASSDOT. IN THE EVENT OF A CONFLICT WITH ANY NOTES OR DETAILSCONTAINED WITHIN THE PLANS, THE CITY OF YARMOUTH SUPPLEMENTALSPECIFICATIONS SHALL TAKE PRECEDENCE.CITY OF YARMOUTH SUPPLEMENTALSPECIFICATIONSTHE LOCATIONS OF UTILITY MAINS, STRUCTURES, AND SERVICECONNECTIONS PLOTTED ON THIS DRAWING ARE APPROXIMATE ONLY ANDWERE OBTAINED FROM RECORDS MADE AVAILABLE TO SHIVE-HATTERY,INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES, ANDSERVICE CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC., AND NOTSHOWN ON THIS DRAWING.UTILITY NOTEFIBER OPTIC BOXAPRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM05/02/2023 WILLOW STREETPRELIMINARY AARONS WAY PRELIMINARY WILLOW STREETPRELIMINARY PRELIMINARY PRELIMINARY 303030 30303035353131 31 3132323232323232 333333333434 3 03031313131 31313232 3 2 3232323232 333333 333333333333333334343434 3435323233333333333333333334363738 303535 28 2 8 28 2929 29 31313132 3232 32 32 33 33 33 33 333334 3 4 34 343636 30 30 30303 0 282931 32 32 30 30 3030 35 35 2 7272 8 28 2929 313131 3 13232 3232 32 323232 333333 33 333334343636 303 5 3 5 2931313 131 3 1 323232 33 3334 343735 3735363333PROTECT EXISTING FENCE.COORDINATE WITH OWNER IFREMOVE AND REPLACE ISREQUIRED FOR TREE REMOVALPROTECT ALL EXISTINGTREES NOT WITHIN THEREMOVAL LIMITSPROPERTYLINE, TYP.PROPERTYLINE, TYP.EXIST. STORAGE AREA200' BUFFER FORRIVER, TYP.(FIELD DELINEATED)DISTURBANCELIMITS, TYP.DISTURBANCELIMITS, TYP.EXISTING 20'EASEMENTEXISTING GASLINE, TYP.PROPERTY LINE, TYP.EXISTING CREEKDISTURBANCELIMITS, TYP.ADJACENTPROPERTYLINE, TYP.PROTECT ALL EXISTINGTREES NOT WITHIN THEREMOVAL LIMITSWETLAND LIMITS, TYP.(FIELD DELINEATED)100 BUFFER FORWETLAND, TYP.(FIELD DELINEATED)EXISTING FENCE, TYP.CONTRACTOR MAY REMOVE ANDREPLACE EXISTING FENCE ASNECESSARY FOR CONSTRUCTION.CONTRACTOR TO COORDINATEREMOVAL WITH OWNER PRIOR TOSTART OF CONSTRUCTION.TREE REMOVAL WITHIN200' BUFFER TO OCCURAFTER CONSERVATIONPERMIT APPROVALWILLOW STREET APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMTREE CLEAR AND GRUB REMOVALAPPROX. 3.93 ACRESLEGEND:GENERAL NOTES:1.CONTRACTOR TO CONFIRM THE HORIZONTAL ANDVERTICAL LOCATION OF ALL EXISTING UTILITIES ANDINFORM THE ENGINEER OF ANY POTENTIAL CONFLICTSWITH PROPOSED UTILITIES PRIOR TO CONSTRUCTION.2.ALL UTILITIES AND PAVEMENT NOT SHOWN TO BEREMOVED SHALL BE PROTECTED. IF DAMAGED, IT ISTHE CONTRACTOR'S RESPONSIBILITY TO REPLACEAND REPAIR.3.CONTRACTOR SHALL COORDINATE WITH OWNER,UTILITY PROVIDER, AND ANY AFFECTED ADJACENTPROPERTY OWNERS OR EXISTING TENANTS PRIOR TOANY SERVICE OR ACCESS DISRUPTIONS.4.CONTRACTOR TO FOLLOW ALL APPLICABLE TRAFFICCONTROL AND SAFETY WHEN WORKING WITHIN THESTREET RIGHT OF WAY. CONTRACTOR TOCOORDINATE WITH THE TOWN OF YARMOUTH PRIORTO CONSTRUCTION WITHIN THE RIGHT OF WAY.DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:CD01DEMOLITION PLAN - TREE CLEARING EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Existing Conditions.dwg5/2/2023 12:28:05 PM DISTURBANCE LIMITSAPPROX. 4.12 ACRESASPHALT REMOVAL BY OTHERSAPPROX. 35 SYSHOWN FOR REFERENCE ONLYTOTAL PROJECT AREATOTAL PROPERTY = 1,688,835 SF = 38.77 ACRES = 100%TREE REMOVAL AREA = 171,191 SF = 3.93 ACRES = 10%05/02/2023 303030 30303035353131 31 3132323232323232 333333333434 3 03031313131 31313232 3 2 3232323232 333333 333333333333333334343434 3435323233333333333333333334363738 303535 28 2 8 28 2929 29 31313132 3232 32 32 33 33 33 33 333334 3 4 34 343636 30 30 30303 0 282931 32 32 30 30 3030 35 35 2 7272 8 28 2929 313131 3 13232 3232 32 323232 333333 33 333334343636 303 5 3 5 2931313 131 3 1 323232 33 3334 343735 3735363333 BEGIN FENCEREMOVALEND FENCEREMOVALREMOVE APPROX.447 LF OF FENCEREMOVE AND REPLACE PAVEMENTFOR UTILITY INSTALLATION.SEE NOTE 4/CD01PROTECT ALL EXISTINGTREES NOT WITHIN THEREMOVAL LIMITSPROPERTYLINE, TYP.PROPERTYLINE, TYP.EXIST. STORAGE AREA200' BUFFER FORRIVER, TYP.(FIELD DELINEATED)DISTURBANCELIMITS, TYP.DISTURBANCELIMITS, TYP.EXISTING 20'EASEMENTEXISTING GASLINE, TYP.PROPERTY LINE, TYP.EXISTING CREEKDISTURBANCELIMITS, TYP.ADJACENTPROPERTYLINE, TYP.PROTECT ALL EXISTINGTREES NOT WITHIN THEREMOVAL LIMITSWETLAND LIMITS, TYP.(FIELD DELINEATED)100 BUFFER FORWETLAND, TYP.(FIELD DELINEATED)EXISTING FENCE, TYP.CONTRACTOR MAY REMOVE ANDREPLACE EXISTING FENCE ASNECESSARY FOR CONSTRUCTION.CONTRACTOR TO COORDINATEREMOVAL WITH OWNER PRIOR TOSTART OF CONSTRUCTION.TREE REMOVAL WITHIN200' BUFFER TO OCCURAFTER CONSERVATIONPERMIT APPROVALWILLOW STREET APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMTREE CLEAR AND GRUB REMOVAL - BY OTHERSAPPROX. 3.93 ACRESSHOWN FOR REFERENCE ONLYLEGEND:GENERAL NOTES:1.CONTRACTOR TO CONFIRM THE HORIZONTAL ANDVERTICAL LOCATION OF ALL EXISTING UTILITIES ANDINFORM THE ENGINEER OF ANY POTENTIAL CONFLICTSWITH PROPOSED UTILITIES PRIOR TO CONSTRUCTION.2.ALL UTILITIES AND PAVEMENT NOT SHOWN TO BEREMOVED SHALL BE PROTECTED. IF DAMAGED, IT ISTHE CONTRACTOR'S RESPONSIBILITY TO REPLACEAND REPAIR.3.CONTRACTOR SHALL COORDINATE WITH OWNER,UTILITY PROVIDER, AND ANY AFFECTED ADJACENTPROPERTY OWNERS OR EXISTING TENANTS PRIOR TOANY SERVICE OR ACCESS DISRUPTIONS.4.CONTRACTOR TO FOLLOW ALL APPLICABLE TRAFFICCONTROL AND SAFETY WHEN WORKING WITHIN THESTREET RIGHT OF WAY. CONTRACTOR TOCOORDINATE WITH THE TOWN OF YARMOUTH PRIORTO CONSTRUCTION WITHIN THE RIGHT OF WAY.DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:CD02DEMOLITION PLAN EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Existing Conditions.dwg5/2/2023 12:28:20 PM DISTURBANCE LIMITSAPPROX. 4.12 ACRESASPHALT REMOVALAPPROX. 35 SYTOTAL PROJECT AREATOTAL PROPERTY = 1,688,835 SF = 38.77 ACRES = 100%TREE REMOVAL AREA = 171,191 SF = 3.93 ACRES = 10%05/02/2023 WILLOW STREETR=35.0'R=35.0'TEMPORARYTRAILERSTEMPORARYPORTABLERESTROOMS5 PARKING STALLSSEE DETAIL 2/C501PROP. DRIVEWAYCIRCULATION DRIVEWAYVEHICLE STORAGE AREAPROPERTY LINE, TYP.PROP. DRIVEWAYTEMPORARYGARBAGE BINSPARKING SETBACKLINE, TYP.PROPERTY LINE, TYP.CIRCULATION DRIVEWAYLANDSCAPE & SCREENING AREA 30' PARKING FRONTYARD SETBACK10' PARKING REARYARD SETBACKPROP. STORMWATERMANAGEMENT AREALANDSCAPE & SCREENING AREAPROPOSED EXTERIORFENCE, TYP.EXIST. STORAGE AREAPROP. DRIVEWAYCONNECTION200' BUFFER FORRIVER, TYP.(FIELD VERIFIED)TEMPORARY MOBILERESPONSE CENTERTEMPORARYGARBAGE BINPROPOSED STORMSEWER, TYP.PROP. MANUALSWING GATEPROP. MANUALSLIDING GATEDISTURBANCE LIMITS, TYP.DISTURBANCE LIMITS, TYP.DISTANCE BETWEEN EXISTINGAND PROPOSED DRIVEWAYEXISTING 20'EASEMENTEXISTING GASLINE, TYP.PROPOSED TREELINE, TYP.EXISTING TREELINE, TYP.PROPERTY LINE, TYP.EXISTING WATER MAIN, TYP.LOCATION SHOWN ISAPPROXIMATEPROPOSED FIREHYDRANT, TYP.STAGED LINE TRUCKS DURINGEMERGENCIES, TYP.SHOWN FOR REFERENCE ONLY.PROPOSED TRANSFORMERAND PANEL BOARDPROPOSED BOLLARDS, TYP. (4)PROPOSED RETAINING WALL4.0'10.0'5.0'9.0'70.0'49.8'24. 0 ' 55. 0 ' 289.3'30.0'45.0'28.0'2.0'20.0' 24.0'94.0'94.5'40.0'68.6'37. 6 '86.0'10.0'10.0'10.0'2.0'2.0'70.4'202.3'14 5 . 0 '290.0'81.7'29.6'9.0'5.0'9.0'14.0'30.0'9.0'5.0'35. 0 ' 39. 9 'PROP. STORMWATERMANAGEMENT AREAPROP. STORMWATERMANAGEMENT AREAMATERIAL LAYDOWN ANDPOLE STORAGE AREA~ 900 SYPROPOSED STORMSEWER, TYP.EXISTING LIGHT POLE, TYP.PROP. MANUALSWING GATEPROTECT EXISTING SIGNDRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C101SITE PLAN EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Site Plan.dwg5/2/2023 12:28:52 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMADDRESS484 WILLOW STREET, YARMOUTH, MA 02673TOTAL PROJECT AREAAREA DISTURBED 179,467 SF = 4.12 ACRESTOTAL PROPERTY = 1,688,835 SF = 38.77 ACRES = 100%EXISTING PERVIOUS = 1,078,866 SF = 24.76 ACRES = 64%EXISTING IMPERVIOUS = 609,970 SF = 14.00 ACRES = 36%PROPOSED PERVIOUS = 943,780 SF = 21.67 ACRES = 56%PROPOSED IMPERVIOUS = 745,055 SF = 17.10 ACRES = 44%FLOOD ZONEZONE "X" AREA OF MINIMAL FLOOD HAZARD PER FEMA MAP 25001C0567J EFFECTIVE 07/16/2014ZONING & USEEXISTING ZONING:B3 BUSINESS, AQUIFER PROTECTION DISTRICT, & R.O.A.D.PROPOSED ZONING (NO CHANGE):B3 BUSINESS, AQUIFER PROTECTION DISTRICT, & R.O.A.D.EXISTING USE:UNDEVELOPED WOODED AREAPROPOSED USE:GRAVEL VEHICLE STORAGE LOT AND PAVED INTERNAL RINGROADBUILDING SETBACKSFRONT YARD: 30'SIDE YARD: 10'REAR YARD: 30'PARKING SETBACKSFRONT YARD: 30' (PER DESIGN REVIEW COMMITTEE)SIDE YARD: 10' (DOES NOT ABUT RESIDENTIALLY ZONED PROPERTIES)REAR YARD: 10' (DOES NOT ABUT RESIDENTIALLY ZONED PROPERTIES)PARKING REQUIREMENTSPARKING LOT SPACES REQUIRED: 0PARKING LOT SPACES PROVIDED: 5ADA SPACES REQUIRED: 0ADA SPACES PROVIDED: 0VEHICLE STORAGE LOT SPACES REQUIRED: 0VEHICLE STORAGE LOT SPACES PROVIDED: 97EMPLOYEESTHE STORAGE LOT WILL ONLY BE USED DURING ENERGY EMERGENCIES, THEREFORE THERE IS NOT A CHANGE IN PERMANENT EMPLOYMENTLANDSCAPING NOTESEXISTING TREES OF AT LEAST 4" CALIPER WITHIN THE PARKINGBUFFERS SHALL BE RETAINED. IF SUCH TREES DO NOT EXIST, 3"CALIPER TREES (WITH EXPECTED MATURE HEIGHT OF AT LEAST20') SHALL BE PLANTED AT INTERVALS OF AT MOST 20' IN ALL BUFFERS.SNOW REMOVALFOR SNOW FALLS LESS THAN 1-FT IN HEIGHT, THE SNOW WILL BEPUSHED INTO THE STORMWATER BASIN OR INTO A CORNER OFTHE DRIVE AISLE.FOR SNOW FALLS OVER 1-FT IN HEIGHT, THE SNOW WILL BE MOVED OFF-PROPERTY.LEGEND:ASPHALT - STORAGE & CIRCULATIONSEE DETAIL 1/C501ASPHALT - ROADWAYMATCH EXISTING SECTION05/02/2023 WILLOW STREETR=35.0'R=35.0'TEMPORARYGARBAGE BINSTEMPORARYGARBAGE BINTEMPORARYPORTABLERESTROOMS94.0'PROPOSEDFIRE HYDRANTDRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C102FIRE TRUCK ACCESS PLAN EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Exhibits\Fire Truck Exhibit - Option 1.dwg5/2/2023 12:29:21 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM14.428.1931.31TrackWidth::Steering AngleLock to Lock Time::feetSpartan Gladiator29.36.08.208.2568.6'40.0'24.0' 35. 0 ' 45.0'70.0'MATERIAL LAYDOWN AREATEMPORARY MOBILERESPONSE CENTERTEMPORARYTRAILERS05/02/2023 WILLOW STREET24-FT CLEAR DISTANCEMANUAL SLIDING GATESEE DETAILS ON C504 & C505PROPERTY LINE, TYP.PROPERTY LINE, TYP.DISTURBANCE LIMITS, TYP.DISTURBANCE LIMITS, TYP.FENCE CORNERN 2709165.17E 993740.54FENCE CORNERN 2709210.70E 993726.99FENCE CORNERN 2709511.21E 993890.98FENCE CORNERN 2709534.38E 993924.66FENCE CORNERN 2709141.73E 994143.90306 LF OF CHAIN LINK FENCE41 LF OF CHAIN LINK FENCE100 LF OF CHAIN LINK FENCE404 LF OF CHAIN LINK FENCE48 LF OF CHAIN LINK FENCE45-FT CLEAR DISTANCEMANUAL SLIDING GATESEE DETAILS ON C504 & C505FENCE CORNERN 2709242.30E 993744.24FENCE CORNERN 2709501.42E 993985.06FENCE CORNERN 2709479.86E 994024.5669 LF OF CHAINLINK FENCETIE INTO EXISTING FENCEN 2709270.42E 994214.12EXISTING FENCE, TYP.CONTRACTOR TO REMOVE AND REPLACE EXISTINGFENCE AS NEEDED FOR CONSTRUCTION.CONTRACTOR TO COORDINATE REMOVAL WITHOWNER PRIOR TO START OF CONSTRUCTION.PROPOSED BLACK VINYL-COATEDCHAIN LINK FENCE, TYP.SEE DETAILS ON C504 & C505REFER TO LANDSCAPING SHEETSFOR ROCK ALONG FENCE LINECONTRACTOR TO PROTECTEXISTING POLESTIE INTO EXISTING FENCEN 2709509.25E 994040.8534 LF OF CHAINLINK FENCEEXISTING SWING GATEEXISTING SLIDING GATES10-FT CLEAR DISTANCEMANUAL SLIDING GATESEE DETAILS ON C504 & C505FENCE CORNERN 2709173.69E 994161.34FENCE CORNERN 2709182.47E 994166.1336 LF OF CHAIN LINK FENCEDRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C103FENCE PLAN EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Fence Plan.dwg5/2/2023 12:29:52 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM05/02/2023 0.95%0.85%0.80%1.29%0.99%1.30%0.85%1.24%1.24%1.00%1.08%2.05%2.40% 3.77%1.07%1.10%1.89% 1.02 % 0 . 5 6% 1.82% 2. 2 3 % 3. 9 7 %4.25%1.77%1.07%3:1 3:1 7.49% 3:1 3:13:11.53%0.41%0.41%0.92%1.08%333533343031323029 31 32 5.86% 3:1 3:1 5.25%303 0 30303030303535 35352 8282929 2 9 29 292931 313131 31313 1 31 313131313 1 32323 2 3 2 3 2 32 3 232 32333333333333 3333333 3 3 3 3333333333333333333333 343 4 34 34 3434 35 35 3131 313131 3 2 323232 33 33 34 34 30 3030303535 353 5 2 727 28282929 31313 1 31 313131 3132 32 3232323232 32 32 32 33 3 3 33 33 33 3 334343434 36 363031323333WILLOW STREET3132 30303 0 30 3 1 32 32 333 0 3535 3131 3 2 3 2 33 3 3 3 4 3432323 . 4 3%3:1302931329:13:10. 6 7%1.30%1.19%0.54%2.31% 3:1 3:1 5:1 0.91%4:11.99%3:1 3:13:13:14:15:13:14:13:14:13:15:15.02%6.61%7.96%30303132334.36%10+0010+8020+0021+0022+0022+4530 + 0 0 31 + 0 0 31 + 6 4 40+0040+700.93%3:1 0.51%0.66%PROPERTY LINE, TYP.PARKING SETBACKLINE, TYP.PROPERTY LINE, TYP.30' PARKING FRONTYARD SETBACK10' PARKING REARYARD SETBACKPROP. STORMWATERMANAGEMENT AREALANDSCAPE & SCREENING AREAEXIST. STORAGE200' BUFFER FOR RIVER, TYP.(FIELD LOCATED)TS 33.86TS 33.54FG 32.93TS 33.18TS 33.26LPTS 32.25HPTS 33.00TS 33.34DISTURBANCE LIMITS, TYP.DISTURBANCE LIMITS, TYP.DISTURBANCE LIMITS, TYP.TS 33.00TS 32.84TS 33.50TS 33.35LPTS 32.00HPTS 33.00ME 31.40ME 31.89ME 31.99TS 33.00TS 33.19ME 32.28ME 29.56ME 29.88TS AT TW 32.60ME 32.78ME 32.72ME 32.65ME 32.59ME 32.52ME 32.45TS 33.80TS 32.81LPTS 32.75TS 32.59ME 32.89LPTS 32.25TS 33.50TS 33.62TS 33.50LPTS 32.25TS 32.97FG 30.45FG 30.45FG 30.45FG 30.45FG 30.45FG 30.45FG 30.45FG 30.45FG 32.80FG 32.93FG 32.93TS 33.50TS AT TW 32.60TS AT TW 32.50TS 32.50TS 32.50FG 32.00FG 32.00FG 31.75FG 32.00FG 31.75FG 32.00ME 28.27ME 30.92ME 30.30ME 31.43TS 32.47FG 29.80FG 29.80FG 29.80FG 29.80FG 29.80FG 29.82FG 29.90FG 30.95FG 31.21FG 31.36FG 33.35ME 32.62ME 31.91ME 31.27ME 31.33ME 31.42ME 33.44FG 30.45FG 30.45ME 32.99ME 33.05FG 30.45FG 30.45ME 32.55ME 32.54ME 32.51FG 29.80PROPERTY LINE, TYP.SEE 2/C210 FORCROSS SECTIONSEE 1/C210 FORCROSS SECTIONSEE 3/C210 FORCROSS SECTIONSEE 4/C210 FORCROSS SECTIONLPTS 32.00TS 32.33TS 32.33TS AT TW 32.60TS AT TW 32.60ME 32.47ME 32.03FG 32.00ME 29.17ME 31.67FG 29.00FG 29.00FG 29.00FG 29.00LPTS 33.15TS 33.23TS 33.50TS 33.41TS 33.44PROPOSED FENCEPROPOSED RETAINING WALLSEE C22031 313131 3132323232 32 33333333 33333333333333 333434 3434TS AT TW 33.00HPTS 32.59HPTS 32.500.95%1.10%0.57%0.76%0.86%LPTS 32.00HPTS 32.25HPTS 32.251.03% 1.04% 0.97% 2. 0 7 %HPTS 33.00HPTS 32.25HPTS 33.00HPTS 33.001.32% 1.34%TS 32.82TS 32.89TS 32.94TS 32.99TS 32.94TS 32.87TS 32.811.14%3.05%ME 32.86ME 32.84TS 32.943:1 LPTS 32.43TS 32.69TS 33.22ME 32.01FG 29.90FG 29.90FG 30.00ME 32.003:13:1 TS 33.78TS 33.93FG 30.45FG 32.63TS 32.891.77%TS 34.50TS 34.02TS 33.41DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C201GRADING PLAN EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Grading Plan.dwg5/2/2023 12:30:28 PM GRADING LEGEND:ME - MATCH EXISTING GRADETC - TOP OF CURB ELEVATIONGU - GUTTER ELEVATIONTS - TOP OF SLAB ELEVATIONTW - ELEVATION AT TOP OF WALLBW - ELEVATION AT BOTTOM OF WALLEG - EXISTING GRADE ELEVATIONFG - FINISHED GRADE ELEVATIONFFE - FINISHED FLOOR ELEVATIONLP - LOW POINTHP - HIGH POINTLEGEND:GRADE BREAKDISTURBANCE LIMITSGENERAL NOTES:1.FINISHED GRADE CONTOURS ARE SHOWN AT1' AND 5' INTERVALS.2.EXISTING GRADE CONTOURS ARE SHOWN AT1' AND 5' INTERVALS.3.FINISHED GRADE IS TO TOP OF PAVEMENTAND TOP OF GRAVEL, UNLESS OTHERWISENOTED.4.CONTRACTOR SHALL COORDINATE WITHOWNER FOR ACCEPTABLE STAGING AREAS.APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM05/02/2023 152025303540451520253035404520+0033.533.032.631.521+0032.432.432.231.1 22+0029.2 28.3 22+4528.2 32.2730.0229.0029.0029.0029.0029.00 29.00 29.00 31.52 BOTTOM OF BASINEL 29.00BOTTOM OF BASINEL 29.00TOP OF SPILLWAYEL 31.75TOP OF BASINEL 32.00EXISTING GRADE, TYP.PROPOSED GRADE, TYP.FOR EMBANKMENT REFERTO DETAIL 3/C503FOR SPILLWAY REFER TODETAIL 4/C50320253035404520253035404540+0033.032.332.240+7032.131.8733.2033.37 BOTTOM OF BASINEL 30.45BOTTOM OF BASINEL 30.45EXISTING GRADE, TYP.PROPOSED GRADE, TYP.PROPERTY LINE, TYP.BENCH @ 5%152025303540451520253035404510+0032.6 31.4 31.1 30.8 10+8030.8 29.80 29.80 33.42 33.55 BOTTOM OF BASINEL 29.80BOTTOM OF BASINEL 29.80EXISTING GRADE, TYP.PROPOSED GRADE, TYP.152025303540451520253035404530+0031.9 32.6 33.3 32.7 31+0032.0 30.7 29.2 31+6429.2 32.38 29.00 29.00 29.00 29.00 BOTTOM OF BASINEL 29.00TOP OF BASINEL 32.00TOP OF BASINEL 32.00BOTTOM OF BASINEL 29.00EXISTING GRADE, TYP.PROPOSED GRADE, TYP.PROPERTY LINE, TYP.FOR EMBANKMENTREFER TO DETAIL 3/C503DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C210BASIN CROSS SECTIONS EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Grading Plan.dwg5/2/2023 12:30:50 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM1BASIN 1 CROSS SECTION (WEST - EAST)3BASIN 2 CROSS SECTION (WEST - EAST)2BASIN 1 CROSS SECTION (SOUTH - NORTH)4BASIN 3 CROSS SECTION (SOUTH - NORTH)05/02/2023 10+0011 + 0 0 11+92.50TS AT TW 33.00TS AT TW 32.60TS AT TW 32.60TS AT TW 32.60TS AT TW 32.50TS AT TW 30.07FG AT BW 32.62FG AT BW 30.30FG AT BW 30.38FG AT BW 30.78FG AT BW 29.72SEGMENTAL BLOCKRETAINING WALL, TYP.152025303540451520253035404510+0032.3 31.7 30.7 30.3 11+0030.9 30.7 30.3 29.6 11+9329.9 33.04 32.86 32.67 32.60 32.60 32.54 31.84 30.53 PROPOSED GRADE AT TOP OFSEGMENTAL BLOCK RETAINING WALLRETAINING WALL TOP TO BE 6" HIGHERTHAN TOP OF SLAB/GRADEMATCH EXISTING GRADES ALONGBOTTOM OF RETAINING WALLALIGNMENT CHANGETS AT TWSTA 11+37.50EL 32.50TS AT TWSTA 10+59.92EL 32.60START OF RETAINING WALLTS AT TWSTA 10+05.23EL 33.00ALIGNMENT CHANGETS AT TWSTA 10+93.25EL 32.60ALIGNMENT CHANGETS AT TWSTA 10+75.00EL 32.60END OF RETAINING WALLTS AT TWSTA 11+83.71EL 30.0718.3'44.3'69.8'46.2'DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C220RETAINING WALL PROFILE EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Retaining Wall.dwg5/2/2023 12:31:17 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMGRADING LEGEND:ME - MATCH EXISTING GRADETC - TOP OF CURB ELEVATIONGU - GUTTER ELEVATIONTS - TOP OF SLAB ELEVATIONTW - ELEVATION AT TOP OF WALLBW - ELEVATION AT BOTTOM OF WALLEG - EXISTING GRADE ELEVATIONFG - FINISHED GRADE ELEVATIONFFE - FINISHED FLOOR ELEVATIONLP - LOW POINTHP - HIGH POINTRETAINING WALL NOTES:1.CONTRACTOR TO SUBMIT FULL DESIGN DATATO ENGINEER FOR APPROVAL PRIOR TOINSTALLATION AND ORDERING OF MATERIALS.THE RETAINING WALL DETAILS FOUND HEREINARE TO BE CONSIDERED RECOMMENDATIONSONLY. THE CONTRACTOR SHALL PROVIDE ACERTIFIED RETAINING WALL DESIGN TO BEREVIEWED AND APPROVED BY THE ENGINEERPRIOR TO CONSTRUCTION.1SEGMENTAL BLOCK RETAINING WALL PROFILE05/02/2023 PBPROPERTY LINE, TYP.PROPERTY LINE, TYP.200' BUFFER FORRIVER, TYP.(FIELD LOCATED)DISTURBANCE LIMITS, TYP.DISTURBANCE LIMITS, TYP.PROPERTY LINE, TYP.WILLOW STREET353531323334 34363630 30 303535 27 28 29 3131 31 32323233333434 30 35 29 3 1323334 EXISTING CONTOUR, TYP.3 0 313 1 32 32 33 33 3231323233333031 30282829313 2 3 2 32 33 3031302 8 28 28 2929 29 303132 3232 33 353 1 3 2 3 3 3 4 303132323233323533343132333333 3 1 32 33 3333333029313232 31 30 29 33 33 3329 343131 3: 1 3:1 3:10.00%1.13%0.85%0.80%0.67%1.30%1.89%0.95%1.65%0.86%0.85%0.92%1.51%1.34%1.29%3030293131323:13:1 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C250EROSION & SEDIMENT CONTROL PLAN EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Erosion Control Plan.dwg5/2/2023 12:31:46 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM1.EROSION/ SEDIMENTATION CONTROL MEASURES SHOULD BE INSTALLED BEFORE EARTH DISTURBING ACTIVITIES BEGIN AND AREREQUIRED REGARDLESS OF THE TIME OF YEAR. THIS PLAN AND ITS ASSOCIATED REQUIREMENTS FOR THE PERMIT MUST BEIMPLEMENTED DURING WINTER MONTHS AS WELL. ADDITIONAL INSTALLATION/REMOVAL OF STABILIZATION CONTROLS ASSOCIATED WITHSEEDING OUTSIDE THE SEEDING WINDOW ARE INCIDENTAL TO THE PROJECT.2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION/SEDIMENT ON THE SITE AT ALL TIMES. THE CONTROL MEASURESIDENTIFIED ON THE PLAN ARE A MINIMUM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES ASNECESSARY AND BY CONSTRUCTION PHASE, TO FULFILL THIS REQUIREMENT.3.CONTRACTOR IS REQUIRED TO MAINTAIN SWPPP DOCUMENTATION.4.EXCEPT AS PRECLUDED BY SNOW COVER, THE CONTRACTOR IS REQUIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREASOF THE SITE REGARDLESS OF THE TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN. IN THE EVENT THAT CONSTRUCTIONACTIVITY WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 14 OR MORE CALENDAR DAYS, THE CONTRACTOR IS REQUIREDTO INSTALL STABILIZATION MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY CEASED IN THAT AREA.5.THE CONTRACTOR SHALL USE CONTROL MEASURES AS REQUIRED TO KEEP SOILS FROM LEAVING THE SITE.6.CONTRACTOR SHALL IMPLEMENT SITE SPECIFIC BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN AND REQUIRED BY THE SWPPP.ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED BY THE CONTRACTOR AS DICTATED BY SITE CONDITIONS OR THEPROJECT GOVERNING AUTHORITIES AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.7.IF AFTER REPEATED FAILURE ON THE PART OF THE CONTRACTOR TO PROPERLY CONTROL SOIL EROSION, SEDIMENT AND/OR POLLUTIONFROM THE PROJECT SITE, THE GOVERNING AUTHORITIES RESERVE THE RIGHT TO EFFECT NECESSARY CORRECTIVE MEASURES ANDCHARGE ANY COSTS TO THE CONTRACTOR.8.ALL BMPS AND CONTROLS SHALL CONFORM TO THE APPLICABLE FEDERAL, STATE, OR LOCAL REQUIREMENTS, STANDARDS, ANDSPECIFICATIONS OR MANUAL OF PRACTICE.9.ALL BMPS AND CONTROLS INSTALLED ON GREEN INFRASTRUCTURE SHALL REMAIN UNTIL STABILIZATION IS APPROVED BY THE OWNER'SREPRESENTATIVE.10.IN THE EVENT THAT SOILS LEAVE THE SITE, CLEANUP OF ALL SURROUNDING ROADS, DRIVES, AND PARKING LOTS SHALL BE PERFORMEDON A DAILY BASIS AT A MINIMUM AND UPON REQUEST BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BESCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS THEY ARE CREATED.11.IF DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIALS ARE DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGESTRUCTURES, OR DITCHES SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THIS LOOSE MATERIAL SHALL BEREMOVED.12.ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAINAGE SYSTEMS BY THE USE OF INLET PROTECTION OROTHER APPROVED FUNCTIONAL METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT RESULTING FROMCONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT.13.CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT TRACKING OF MUD OR SOIL ONTOPUBLIC THOROUGHFARES. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVEDIMMEDIATELY BY THE CONTRACTOR.14.MAINTAIN SILT FENCING AT ALL TIMES IN AN UPRIGHT POSITION. CLEAN SILT FROM FENCING/FILTER SOCKS ON A REGULAR BASIS AS PERTHE STANDARD SPECIFICATIONS. SILT FENCES MUST BE CLEANED OUT WHEN THEY ARE 50% FULL. FILTER SOCKS MUST BE CLEANEDOUT WHEN THEY ARE 33% FULL.15.CONTRACTOR TO LOCATE/RELOCATE FILTER SOCKS AS NECESSARY THROUGHOUT THE PROJECT TO CONTROL EROSION/SEDIMENT.16.REMOVE ALL TEMPORARY EROSION/SEDIMENTATION CONTROLS NOT CALLED OUT TO REMAIN AFTER SITE HAS BEEN STABILIZED ANDAPPROVED BY THE OWNER'S REPRESENTATIVE.17.CONTRACTOR TO USE EXTREME CAUTION WHILE INSTALLING SILT FENCE OR OTHER EROSION CONTROL DEVICES SO AS NOT TO DAMAGEUNDERGROUND UTILITIES.18.WHERE WATER IS PUMPED FROM EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WATER BEFOREIT IS RELEASED INTO THE STORM SEWER SYSTEM. METHODS INCLUDE: SEDIMENT TRAPS, DEWATERING BASINS, AND FILTER BAGS.REFER TO THE EVERSOURCE BEST MANAGEMENT PRACTICES MANUAL FOR MASSACHUSETTS AND CONNECTICUT FOR DETAILS.19.WHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT EROSION GULLIES DONOT FORM. DEWATERING SYSTEMS SHALL BE SURROUNDED BY STRAW BALES. DISCHARGE DEWATERING VOLUMES TO ADJACENT,UNIMPROVED UPLANDS AWAY FROM WETLANDS. DISCHARGE TO STORMWATER CATCH BASINS MAY REQUIRE PERMITS; CONSULT WITHEVERSOURCE ENVIRONMENTAL LICENSING AND PERMITTING.20.CONCRETE SLURRY AND DUST FROM SAWCUTTING ACTIVITIES IS PROHIBITED FROM ENTERING THE STORM SEWER SYSTEM. ALL STORMINTAKES LOCATED NEAR SAWCUTTING ACTIVITIES ARE REQUIRED TO BE PROTECTED. SAWCUT SLURRY AND DUST MUST BE CONTAINED,CLEANED UP, AND DISPOSED OF OFF-SITE. A TEMPORARY 8" FILTER SOCK IS REQUIRED.21.SANITARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN. IN THE EVENTTHAT PORTABLE RESTROOM FACILITIES ARE USED ON-SITE, THE CONTRACTOR IS REQUIRED TO INSTALL AN 8" FILTER SOCK AROUNDTHE FACILITY TO MINIMIZE THE RADIUS OF THE AFFECTED ZONE IN THE EVENT OF A SPILL. WASTES SHALL BE COLLECTED AND DISPOSEDOF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PORTABLE RESTROOM FACILITIES MUST NOT BELOCATED NEAR DRAINAGE WAYS. RELOCATE AS REQUIRED FOR CONSTRUCTION.22.POLLUTION AND SPILL PREVENTION PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON THE CONSTRUCTION SITE INCLUDE FUEL,LUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND CLEANING SOLVENTS. THE CONTRACTOR STAGING AREA FOR PORTABLERESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS MUST BE PROTECTED BYAN 8" FILTER SOCK AT ALL TIMES. ALL REASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILLIMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BECLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIMECONTRACTOR. RELOCATE AS REQUIRED FOR CONSTRUCTION.23.CONCRETE, PAINT AND GROUT WASHOUT AREA: THE WASHOUT AREA SHOULD BE AN APPROVED CONCRETE WASHOUT CONTAINER,COLLECTION BAG, OR WASHOUT BOX. IF USING FILTER SOCKS, STACK TWO (2) TALL AND LINE WITH AN IMPERMEABLE PLASTIC LINER.CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL. ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BEPROVIDED BY THE CONTRACTOR AND IDENTIFIED ON THE PLAN.THE CONTRACTOR IS REQUIRED TO INSTALL A SIGN THAT DESIGNATESTHE WASHOUT AREA. RELOCATE AS REQUIRED FOR CONSTRUCTION.24.SPILL KIT: A SPILL KIT IS REQUIRED TO BE ON-SITE AND LOCATION NOTED ON THE STORMWATER POLLUTION PREVENTION PLAN. THESPILL KIT SHOULD BE DESIGNED TO DEAL WITH ANY HAZARDOUS MATERIALS ON-SITE.THE SPILL KIT SHALL BE A SEALED STORAGE SHEDLOCATED NEAR THE CONSTRUCTION TRAILER OR FUELING AREA. THE SPILL KIT SHALL CONTAIN, BUT NOT BE LIMITED TO THEFOLLOWING ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND OIL ABSORBENT CLAY CHIPS OR PADS.THE SPILL KIT SHALL BE RESTOCKED AS SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILLKIT. RELOCATE AS REQUIRED FOR CONSTRUCTION.25.DUST CONTROL: THE CONTRACTOR SHALL MINIMIZE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. POSSIBLEDUST CONTROL MEASURES INCLUDE VEGETATIVE COVER, STONE, WATER/SPRINKLING, BARRIERS, PLASTIC COVERINGS, AND CALCIUMCHLORIDE. REFER TO THE EVERSOURCE BEST MANAGEMENT PRACTICES MANUAL FOR MASSACHUSETTS AND CONNECTICUT.26.STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON THE STORMWATER POLLUTIONPREVENTION PLAN. CONTRACTOR SHALL PROVIDE ALL EROSION/SEDIMENTATION CONTROLS AS REQUIRED TO CONTAIN MATERIALSON-SITE. AT A MINIMUM, THE CONTRACTOR IS REQUIRED TO PROVIDE SILT FENCE/FILTER SOCKS AROUND STOCKPILED SOILS BEFORESTOCKPILE IS RE-SPREAD. IF STOCKPILE SOILS WILL REMAIN INACTIVE FOR 14 DAYS OR MORE, THE CONTRACTOR TO SHALL COVER ORPROVIDE TEMPORARY STABILIZATION CONTROLS.27.SEQUENCE OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT EROSION/SEDIMENT CONTROLFEATURES AT THE EARLIEST TIME PRACTICABLE. THE CONTRACTOR SHALL AMEND THE SWPPP WHENEVER THERE IS A CHANGE INDESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE OF A STORMWATER BMP.EROSION AND SEDIMENT CONTROL NOTESTHE EROSION AND SEDIMENT CONTROLS IDENTIFIEDON THIS DRAWING ARE TO BE INSTALLED ASCONSTRUCTION ACTIVITIES ALLOW. ALL TEMPORARYCONTROLS TO REMAIN UNTIL THE SITE HAS BEENSTABILIZED AND APPROVED BY THE OWNER'SREPRESENTATIVE.LEGENDSILT FENCEPROJECT SITE/DISTURBED AREAFINISHED GRADEDIRECTION OF DRAINAGETEMPORARY ROLLED EROSIONCONTROL PRODUCTSTABILIZED CONSTRUCTIONENTRANCE/ EXITCONTRACTOR STAGING AREA FORPORTABLE RESTROOM FACILITIES,TEMPORARY FUEL TANKS, WASTECONTAINERS AND OTHERHAZARDOUS CHEMICALS. RELOCATEAS REQUIRED FOR CONSTRUCTION.SWPPP DOCUMENT LOCATIONSPILL KIT TO BE INSTALLED ANDRELOCATED AS REQUIRED FORCONSTRUCTIONCONCRETE, PAINT, AND GROUTWASHOUT AREA PER DETAIL 4/C502.CONTRACTOR TO HAUL OFF WASTEMATERIAL. SUGGESTED LOCATION.RELOCATE AS REQUIRED FORCONSTRUCTION.PORTABLE RESTROOMFACILITY LOCATIONTURF REINFORCEMENT MATCONTRACTOR TO DETERMINEPREFERRED LOCATION DURINGEACH PHASE OF CONSTRUCTION.LOCATION TO BE CONFIRMED BYTHE OWNER, TYP.CLEANUP OF DIRT AND DEBRISIS REQUIRED. CONTRACTORSHALL USE ALL METHODSNECESSARY TO PREVENTTRACKING OFF-SITE AT ALLTIMES AND AS REQUIRED BYTHE OWNER. CONTRACTORSHALL ANTICIPATE THE USE OFDUST CONTROL MEASURES.STORE SWPPP DOCUMENTSIN MAILBOX NEAR EDGE OFCONSTRUCTION OR WITHINCONSTRUCTION TRAILER05/02/2023 WILLOW STREET N 2709204.27E 994186.93IE = 29.00N 2709251.21E 994212.54IE = 29.00N 2709158.74E 994162.00IE = 29.00N 2709392.53E 993814.26IE = 30.45N 2709240.87E 994206.89IE = 29.00N 2709185.57E 993726.58IE = 29.87N 2709338.09E 993786.70IE = 31.00N 2709436.82E 993840.31IE = 31.00PROPERTY LINE, TYP.PARKING SETBACKLINE, TYP.PROPERTY LINE, TYP.200' BUFFER FORRIVER, TYP.(FIELD LOCATED)CONNECT TO WATER MAINTAPPING SLEEVE & VALVE.SEE NOTE 4, 5, 9, & 10/C301SEE DETAIL 8/C50152 LF OF 6"DIP WATERFURNISH & INSTALL FIREHYDRANT ASSEMBLY PERYARMOUTH STANDARDSSEE NOTE 8/C301DISTURBANCELIMITS, TYP.DISTURBANCELIMITS, TYP.EXISTING WATER MAIN, TYP.LOCATION SHOWN IS APPROXIMATE.CONTRACTOR TO CONFIRM LOCATIONPRIOR TO CONSTRUCTIONPROPERTY LINE, TYP.ST CB A-2 (48" CATCH BASINSEE DETAILS 6 & 7/C501)N 2709263.15E 993924.04RIM = 32.25IE = 29.69 ST P-A-3 NWIE = 29.69 ST P-A-2 EST CB B-3 (48" CATCH BASIN)N 2709321.91E 993956.10RIM = 32.25IE = 29.81 ST P-B-3 NWIE = 29.81 ST P-B-2 SEST MH C-2 (HYDRODYNAMIC SEPERATORSEE 1/C503OPEN GRATE)N 2709294.51E 994133.19RIM = 32.00IE = 29.26 ST P-C-2 NWIE = 29.26 ST P-C-1 SEST FES C-1 (18 '' RCP FES)ST FES B-1 (18 '' RCP FES)ST MH B-2 (HYDRODYNAMIC SEPARATORSEE 1/C503OPEN GRATE)N 2709247.57E 994107.58RIM = 32.00IE = 29.22 ST P-B-2 NWIE = 29.22 ST P-B-1 SEST FES B-4 (12 '' RCP FES)ST CB E-3 (3' X 3' RECTANGUALR INTAKEW/CONCAVE 2' X 2' INLET FRAME & GRATE)N 2709548.00E 993978.32RIM = 31.43IE = 29.98 ST P-E-3 SWIE = 29.98 ST P-E-2 SWST FES A-5 (12 '' RCP FES)ST MH A-1 (HYDRODYNAMIC SEPARATORSEE 1/C503OPEN GRATE)N 2709202.01E 994082.72RIM = 32.00IE = 29.26 ST P-A-2 WIE = 29.26 ST P-A-4 SWIE = 29.26 ST P-A-1 SEST CB A-4 (48" CATCH BASIN)N 2709167.80E 994064.05RIM = 32.63IE = 29.45 ST P-A-5 WIE = 29.45 ST P-A-4 NEST FES A-1 (18 '' RCP FES)ST CB E-2 (3' X 3' RECTANGULAR INTAKEW/2' X 2' INLET FRAME & GRATE)N 2709400.60E 993914.17RIM = 33.19IE = 29.82 ST P-E-3 NEIE = 29.82 ST P-E-2 NEIE = 29.82 ST P-E-1-B SEST FES E-1 (15 '' RCP FES)ST FES A-3 (12 '' RCP FES)ST MH D-1 (HYDRODYNAMIC SEPARATORSEE 2/C50324" X 24" FRAME AND GRATE)N 2709384.15E 993829.65RIM = 33.15IE = 30.58 ST P-D-1 NWST FES D-1 (15 '' RCP FES)ST P-C-1 83 LF18" RCP CLASS IV @ 0.31%ST P-A-2 167 LF15" RCP CLASS IV @ 0.25%ST P-B-2 165 LF15" RCP CLASS IV @ 0.35%ST P-B-1 83 LF18" RCP CLASS IV @ 0.26%ST P-B-3 156 LF12" RCP CLASS IV @ 0.73%ST P-E-3 159 LF8 '' PVC @ 0.10%ST P-C-2 173 LF15" RCP CLASS IV @ 0.30%ST P-A-5 330 LF12" RCP CLASS IV @ 0.32%ST P-A-4 35 LF15" RCP CLASS IV @ 0.50%ST P-A-1 83 LF18" RCP CLASS IV @ 0.31%ST P-E-2 159 LF8 '' PVC @ 0.10%ST P-E-1-B 35 LF15" RCP CLASS IV @ 0.25%ST P-A-3 149 LF12" RCP CLASS IV @ 0.87%ST P-D-1 10 LF15 '' RCP @ 0.68%ELECTRICAL CONDUITTO GO UNDER STORMSEWER WHEREMINIMAL COVER, TYP.ELECTRICAL CONDUITTO GO UNDER STORMSEWER WHEREMINIMAL COVER, TYP.RIPRAP, TYP.SEE NOTE 11/C30111. 5 ' 4.5 '10.0'11. 3 ' 11. 5 ' 3.8 ' 4.5 ' 11. 5 ' 4.5 '10.0'10.0'N 2709166.66E 993734.63IE = 29.90N 2709204.01E 993705.38IE = 29.80ST FES G-1 (12 '' RCP FES)ST P-G-1 11 LF12 '' RCP @ 0.50%ST MH G-2 (HYDRODYNAMIC SEPARATORSEE 2/C503OPEN GRATE)N 2709222.57E 993707.50RIM = 32.75IE = 29.86 ST P-G-1 SST MH F-2 (HYDRODYNAMIC SEPARATORSEE 2/C503OPEN GRATE)N 2709173.31E 993745.66RIM = 32.43IE = 29.93 ST P-F-1 SWST P-F-1 5 LF15 '' RCP @ 1.45%ST FES F-1 (15 '' RCP FES)ST CB C-3 (48" CATCH BASIN)N 2709420.87E 994010.11RIM = 32.25IE = 29.79 ST P-C-2 SEST MH E-4 (HYDRODYNAMIC SEPARATORSEE 5/C50324" ROUND SOLID COVER)N 2709382.64E 993947.10RIM = 32.89IE = 29.73 ST P-E-1-B NWIE = 29.73 ST P-E-1-A SEST P-E-1-A 288 LF15" RCP CLASS IV @ 0.25%DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C301UTILITY PLAN EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Utility Plan.dwg5/2/2023 12:32:14 PM GENERAL NOTES:1.ALL UTILITIES SHOWN ARE APPROXIMATE.CONTRACTOR TO CONFIRM THE HORIZONTAL ANDVERTICAL LOCATION OF UTILITIES IN PROJECT AREA.CONTRACTOR TO INFORM ENGINEER OF ANYPOTENTIAL CONFLICTS OR DIFFERENCES BETWEENPLANS AND WHAT IS CONFIRMED IN THE FIELD PRIORTO CONSTRUCTION.2.PIPE FITTINGS, TEES, WYES, AND BENDS MAY NOT BECALLED OUT IN EVERY LOCATION AND ARE INCIDENTALTO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TOPROVIDE THE NECESSARY SCHEDULE AND MATERIALSFOR THESE ITEMS.3.ALL CATCH BASINS ARE TO HAVE 4' MINIMUM SUMP.4.CONTRACTOR SHALL RESTORE ALL EXISTING AREASAND ROADWAYS TO THEIR INITIAL CONDITION WHEREDISTURBED BY UTILITY INSTALLATIONS.5.CONTRACTOR TO FOLLOW ALL APPLICABLE TRAFFICCONTROL AND SAFETY WHEN WORKING WITHIN THESTREET RIGHT OF WAY.6.CONTRACTOR TO COORDINATE WITH THE YARMOUTHWATER DEPARTMENT PRIOR TO CONSTRUCTION.7.WATER CONSTRUCTION, MATERIALS, AND INSTALLATIONSHALL CONFORM TO THE YARMOUTH WATERDEPARTMENT "STANDARD DOCUMENTS FOR WATERMATERIALS", LATEST EDITION.8.FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURIONA-423 PER YARMOUTH WATER DEPARTMENT "STANDARDDOCUMENTS FOR WATER MATERIALS", LATEST EDITION.9.TAPPING SLEEVES SHALL BE MANUFACTURED BYMUELLER CO. (H-304), AFC OR EQUIVALENT ASAPPROVED BY THE YARMOUTH WATER DEPARTMENT.10.TAPPING VALVE SHALL BE MUELLER CO., AFC OREQUIVALENT AS APPROVED BY THE YARMOUTH WATERDEPARTMENT.11.RIP RAP SHALL MEET MASS DOT SPECIFICATION 983AND M2.02.4 MODIFIED ROCKFILL. RIP RAP SHALL BE 2'DEPTH. RIP RAP SHALL BE LINED WITH NONWOVENFILTER FABRIC.APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM05/02/2023 WILLOW STREET 10.0'(20) THU IBI(2) ALN LMH(2) OST VIR(1) CRA HAW(2) ALN LMH(1) CRA HAW(2) RHU WIN(1) OST VIR(2) RHU WIN(1) RHU WIN(1) ALN LMH(2) RHU WIN(36) PAN VIR(1) RHU WIN(3) COR FLO(6) VIB DEN(32) CAL KAR(44) SPO TAR(3) ALN LMH(44) SPO TAR(3) CRA HAW(3) ALN LMH(1) CRA HAW(2) AME LAE(5) OST VIR(10) KAL LAT(3) AME LAE(2) COR FLO(78) SPO TAR(15) CAL KAR(25) KAL LAT(39) SPO TAR(14) CAL KAR(26) SPO TAR(15) VIB DEN(31) PAN VIR(3) RHU WIN(24) CAL KAR(1) AME LAE(1) AME LAE(1) COR FLO(2) COR FLO(8) VIB DEN(29) CAL KAR(6) VIB DEN(6) SPO TAR(6) SPO TARPROPERTY LINE, TYP.PROPERTY LINE, TYP.30' PARKING FRONTYARD SETBACK10' PARKING REARYARD SETBACKPROP. STORMWATERMANAGEMENT AREAEXTERIOR FENCEEXIST. STORAGEPROP. DRIVEWAY ENTRANCE200' BUFFER FORRIVER, TYP.DISTURBANCE LIMITS, TYP.PLANTING BED BOUNDBY SPADE CUT EDGE 3"SHREDDED HARDWOODMULCH WITH SPADECUT EDGE.PLANTING BED BOUND BYSPADE CUT EDGEPLANTING BED BOUND BYSPADE CUT EDGEPLANTING BED BOUND BYPAVEMENTRIVER ROCK BED AT FENCE ANDFENCE GATESRIVER ROCK BED AT FENCE ANDFENCE GATES, 3" DEPTHPROTECT EXISTING TREESEXISTING TREE LINE TO BE PROTECTEDAS LANDSCAPE BUFFERPLANTING BED WITH DECEDIOUS TREES ANDEVERGREEN TREES ALONG FENCE IN BUFFERYARD.3" SHREDDED HARDWOOD MULCH WITH SPADE CUTEDGE.RETAINING WALLTREE BUFFER PLANTED INTURF GRASSTREESQTYBOTANICAL NAMECOMMON NAMEROOTSIZEALN LMH11Alnus serrulataSmooth AlderB & B2"CalAME LAE8Amelanchier laevisAllegheny ServiceberryB & B2"CalCOR FLO8Cornus floridaFlowering DogwoodB & B2"CalCRA HAW8Crataegus crus-galli 'Cruzam'Crusader® Cockspur HawthornB & B2"CalOST VIR11Ostrya virginianaAmerican IronwoodB & B2"CalRHU WIN11Rhus copallinaWinged SumacB & B2"CalEVERGREEN TREESQTYBOTANICAL NAMECOMMON NAMEROOTSIZETHU IBI22Thuja occidentalis'Smaragd'Emerald Green ArborvitaeB & B6` HT.SHRUBSQTYBOTANICAL NAMECOMMON NAMEROOTSIZEKAL LAT35Kalmia latifoliaMountain Laurel3 gal24 - 30" HtVIB DEN35Viburnum dentatumArrowwood Viburnum3 gal30 - 36" Ht.ORNAMENTAL GRASSQTYBOTANICAL NAMECOMMON NAMEROOTSIZECAL KAR82Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass3 gal24 - 30" HtPAN VIR67Panicum virgatumSwitch Grass2 gal24 - 30" HtSPO TAR243Sporobolus heterolepis 'Tara'Tara Prairie Dropseed3 gal12 - 18" Ht.PLANT SCHEDULEDRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C401LANDSCAPE PLAN SLB EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Landscape Plan.dwg5/2/2023 12:32:46 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMLEGENDDISTURBANCELIMITSTURF GRASSSEED MIXRIVER ROCKBED RIVERROCK 3" DEPTHW/ BARRIERFABRIC1.PROTECT ALL EXISTING AND NEW STRUCTURES AND UTILITYSERVICES DURING INSTALLATION OF ALL PLANT MATERIAL. IFCONFLICTS EXIST BETWEEN PROPOSED PLANTING LOCATIONSAND OTHER STRUCTURES AND UTILITIES, CONTRACTOR SHALLCOORDINATE PLANTING ADJUSTMENTS WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.2.ALL PLANTING WORK SHALL BE COORDINATED WITH THE WORKOF OTHER TRADES ON SITE.3.LANDSCAPE CONTRACTOR IS REQUIRED TO MAINTAIN POSITIVEDRAINAGE ON THE SITE FOLLOWING ACCEPTANCE OF GRADINGCONDITIONS. REFER TO GRADING PLAN FOR CONTOURS ANDSPOT ELEVATIONS.4.SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE KEPTCLEAN AT ALL TIMES.5.EXCESS AND WASTE MATERIALS SHALL BE DISPOSED OFF-SITEIN ACCORDANCE WITH APPLICABLE GOVERNMENTALREGULATIONS.6.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TOOPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE.ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBEDSHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NOADDITIONAL COST TO THE OWNER.7.ALL TREES, SHRUBS, AND PERENNIAL PLANTS ARE LISTED INTHIS PLANT SCHEDULE. IF DISCREPANCIES EXIST BETWEENQUANTITIES SHOWN ON THE DRAWINGS AND QUANTITIES LISTEDIN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL.8.PLANT LOCATIONS SHOWN ON PLANS ARE REPRESENTATIONALONLY. FIELD ADJUSTMENTS OF PROPOSED PLANT LOCATIONSMAY BE REQUIRED TO MINIMIZE POTENTIAL INTERFERENCE WITHEXISTING UTILITIES, TO MINIMIZE HAZARDS TO PLANT GROWTHAND TO IMPROVE MAINTENANCE CONDITIONS. PLANTLOCATIONS SHALL BE APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO PLANT MATERIAL INSTALLATION.9.ALL PLANT MATERIALS MUST CONFORM TO AMERICANSTANDARDS FOR NURSERY STOCK (A.S.N.S.), LATEST EDITIONPUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THESPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO THEA.S.N.S.10.ALL LANDSCAPE ON SITE SHALL BE PER CITY CODE LANDSCAPEREQUIREMENTS,11.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BEMADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT,BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE,AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPEARCHITECT.12.PLANTS FOR THE PROJECT WERE SELECTED IN ACCORDANCETO MEET FAA REQUIREMENTS OF 20' MATURE HEIGHT MAXIMUM.SUBSTITUTIONS OF PLANTS SHALL MEET THESE FAAREQUIREMENTS AND SHALL BE APPROVED PRIOR TO ORDERINGAND INSTALLATION.13.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION VERIFYINGSEED LABEL AND PLANT CULTURE, SIZE, AND CONDITION, ASWELL AS NURSERY CERTIFICATION TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO INSTALLATION. THE OWNER AND/ORLANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECTPLANTS THAT DO NOT CONFORM TO PROJECT SPECIFICATIONSAND ANSI STANDARDS UPON DELIVERY TO THE SITE.14.ALL PLANT MATERIALS SHALL BE PLANTED WITHIN 48 HOURS OFARRIVAL ONSITE.15.THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRISAND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTINGPITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING SOIL MIX.16.ALL PLANTING BEDS SHALL RECEIVE 12" DEPTH IMPORTEDPLANTING SOIL MIX.17.PROVIDE A SPADE-CUT EDGE AT THE PERIMETER OF ALLMULCHED PLANTING BEDS UNLESS OTHERWISE NOTED, SEEDETAIL.18.STEEL EDGING SHALL BE PROVIDED AT ROCK BED AND FENCELINE BED. EDGING SHALL BE SURE-LOC BLACK COATED STEELEDGING SIZED 1/8" X 4" X 16'. OR APPROVED EQUIVALENT.19.APPLY PRE-EMERGENT WEED PREVENTER TO PLANTING AREASPRIOR TO MULCHING. TOP-DRESS PLANTING AREAS WITHDOUBLE-SHREDDED HARDWOOD MULCH TO A DEPTH OF 3".20.SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED.SEEDMIX SHALL BE PER MASSACHUSETTS DOT SPECIFICATIONS ANDSHALL BE IN ACCORDANCE WITH APPROPRIATE SEEDING DATESAND SHALL BE MIX SPECIFIED UNLESS OTHER WISE APPROVED.21.ALL SOD AREAS SHALL RECEIVE A MINIMUM 8" DEPTH OFTOPSOIL. TILL TOPSOIL INTO IN-SITU SOILS TO A DEPTH OF 4".22.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVEAND HEALTHY GROWING CONDITION FOR TWO FULL GROWINGSEASONS (TWO YEARS) AFTER FINAL PROJECT ACCEPTANCE ORSHALL BE REPLACED FREE OF CHARGE, BY CONTRACTOR, WITHTHE SAME GRADE AND SPECIES.23.EXISTING TREE PLANTING SHALL BE PROTECTED IN ALL AREASAS REQUIRED. UNLESS OTHERWISE NOTED OR APPROVED BYTHE OWNER OR OWNERS REPRESENTATIVE.24.ANY EXISTING TREE PLANTINGS THAT ARE UNABLE TO BEPROTECTED SHALL BE DISCLOSED TO THE OWNER OR OWNERSREPRESENTATIVE PRIOR TO ANY REMOVALS. AREAS THATEXISTING TREES CALLED TO BE PRESERVED AND CANNOT BESHALL HAVE NEW TREES AND SHRUBS PLANTED IN AREAS ASAPPROVED BY OWNER OR OWNERS REPRESENTATIVE. TREES INLOCATIONS NOT ABLE TO BE PRESERVED SHALL BE REPLACED.LANDSCAPE NOTESSTEELEDGINGXSE MA UPLANDRESTORATIONSEED MIXPLANT BEDWITH 3"SHREDDEDHARDWOODMULCH05/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C402LANDSCAPE DETAILS SLB EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Landscape Details.dwg5/2/2023 12:33:12 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMTYPICAL SPADE EDGE AND MULCH DETAILFIN. GRADE/TURFSUBGRADESPADE CUT EDGEMINIMUM 6" DEPTH MULCH MATERIAL VARIES,73"5"2' MIN.SEE PLANS(2) PARTIALLY BACKFILL PLANTING HOLE TO STABILIZE TREE.(1) CAREFULLY CUT AND REMOVE BOTTOM OFWIRE CAGE BEFORE PLACING IN PLANTING HOLE.(3) COMPLETELY REMOVE REMAINING WIRE CAGE ANDREMOVE THE TOP 2/3 OF TWINE, BURLAP, AND PACKAGINGBEFORE PLACING PLANTING SOIL.(4) COMPLETE BACKFILL PER APPLICABLE DETAIL.PLANTING NOTE:DURING ESTABLISHMENT PERIOD THE CONTRACTORSHALL PROVIDE WEEDING, ADJUSTMENT OF STAKES,REPAIR OF WATER SAUCERS AND WORK NECESSARYTO MAINTAIN PLANTS. WORK SHALL BE INCIDENTALTO COST OF PLANTS.2 X ROOT BALL DIAMETERPLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL.TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITHFOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT.ROOT BALL CROWN2" ABOVE GRADESET ROOT BALL CROWN 2" HIGHER THANGRADE. EACH TREE MUST BE PLANTEDSUCH THAT THE TRUNK FLARE IS VISIBLE ATTHE TOP OF THE ROOT BALL.SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFOREPLACING THE TREE IN THE PLANTING HOLE. BACKFILLHOLE WITH PLANTING SOIL.SET TREE PLUMB AND MAINTAIN THROUGHOUT WARRANTY.REMOVE ALL FLAGGING AND LABELS AFTER LANDSCAPEARCHITECT APPROVAL.6" LONG POLYROPYLENE OR POLYETHYLENE, 40 MIL.THICK AND 1.5" WIDE STRAPS. ATTACH WITH 10 ga WIRE.6'-0"NOTES:1. STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAINWIRES. PLACE OUTSIDE OF PLANTING HOLE. DRIVE PLUMBREGARDLESS OF GROUND SLOPE.3. TREE STAKING IS REQUIRED FOR ALL DECIDUOUS TREES2.0" CAL. OR LARGER. USE 3 STAKES.4. TREE STAKING IS REQUIRED FOR ALL EVERGREEN TREES.USE 2 STAKES.4. REMOVE AT THE END OF 1 YEAR.STEEL POST, SEE CHART.STEEL POST SIZINGCALIPERSTEEL POST TYPEABCLESS THAN4 INCHESROLLED STEEL FENCEPOST2'-0"MIN4'-0"MINA CB PLAN VIEWDECIDUOUS TREE 2.0" CAL. STAKING ORIENTATION PLANOR LARGERPLACE STAKES 6" BEYOND TREE'S DRIPLINE6'-0" MULCH RINGSPADE CUT EDGE3" DEPTH DOUBLE SHREDDED HARDWOOD MULCHRING PULLED BACK 6" FROM TRUNK BASE. TAPERTOP OF MULCH TO TURF LINE. PROVIDE WEEDINGTHROUGH CONTRACT PERIOD.NORTHPLANTINGS AS SPECIFIED IN C400PLANTING PLANPLANTINGS AS SPECIFIED IN C400PLANTING PLANTREE STAKING ROOTBALL INSTALLATIONDECIDUOUS TREE PLANTING923PERENNIAL PLANTING LAYOUT8SET TREE PLUMB AND MAINTAIN THROUGHOUT WARRANTY.REMOVE ALL FLAGGING AND LABELS AFTER LANDSCAPEARCHITECT APPROVAL.PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL.DURING THE SPRING PLANTING SEASON, ANY EVERGREEN PLANTDELIVERED WITH NEW GROWTH IN ADVANCE STAGE OFCANDLING OUT WILL BE REJECTED. EVERGREEN TREES NOTFULLY BRANCHED FROM BOTTOM TO TOP WILL BE REJECTEDAND THOSE WITH TERMINAL LEADERS EXCEEDING 12" IN LENGTHWILL ALSO BE REJECTED.ROOT BALL CROWN2" ABOVE GRADE2 X ROOT BALL DIAMETERPLACE STAKES 6" BEYOND TREE'S DRIPLINESET ROOT BALL CROWN 2" HIGHER THANGRADE. EACH TREE MUST BE PLANTEDSUCH THAT THE TRUNK FLARE IS VISIBLE ATTHE TOP OF THE ROOT BALL.TAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.3" DEPTH DOUBLE SHREDDED HARDWOODMULCH RING PULLED BACK 6" FROM TRUNKBASESCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFOREPLACING THE TREE IN THE PLANTING HOLE. BACKFILL HOLEWITH PLANTING SOIL.MULCH RING SHOULD EXTEND 6" BEYONDTREE STAKES. TAPER TOP OF MULCH TO MATCHTURF LINE. PROVIDE WEEDING THROUGH CONTRACT PERIOD.CONIFEROUS TREE PLANTING1SPACING INDICATED IN PLANT SCHEDULE EQUALEQUALSPACING INDICATEDIN PLANT SCHEDULEPERENNIALPLANT, TYP.PLANTING AND PLANTING BED EDGING ASSPECIFIED IN C00 PLANTING PLANELEVATIONPLANEXISTING TREETREE PROTECTION DETAIL4'-0" HIGH ORANGECONSTRUCTION FENCE WITH 2X4TOP RAIL. STEEL FENCE POSTSAT 6'-0" OC MINIMUM (AT DRIPLINEAROUND TREES)TYPICAL ALL TREESINSIDE WORK AREACOMPACT GRADES ADJACENT TO EDGINGTO AVOID SETTLING. STAKES SPACED PER MANUFACTURER RECOMMENDATIONSBED MEDIA OR AGGREGATE PER LANDSCAPE PLAN.TOP OF EDGING TO BE MAXIMUM OF 12"ABOVE SURFACE MATERIAL.INSTALL PER MANUFACTURER'S SPECIFICATIONS.AT CORNERS, CUT BASE OF EDGING UP HALFWAYAND FORM A CONTINUOUS CORNER.SURE-LOC BLACK POWDER COATED STEEL EDGING1/8" X 4" X 16'6METAL EDGING 10GRANULAR ROCK MULCH - LANDSCAPE FABRICCOMPACTED SUBGRADE5ROCK MULCH-RIVER DOCK 3" DEPTH3"NOTE: AREAS INDICATED TORECIEVE GRANULAR ROCK MULCHSHALL BE BOUND BY ALUMINUMEDGING OR PAVEMENT.DIG HOLE 2X ROOT BALL DIA. SCARIFY THE SIDES ANDBOTTOM OF THE HOLE BEFORE PLACING THE PLANT INTHE PLANTING HOLE. BACKFILL WITH PLANTING SOIL.CONSTRUCT 3" HIGH EARTHSAUCER BEYOND EDGE OF ROOTBALL AND WATER THOROUGHLYWITHIN 2 HOURS.SPACE PLANTINGS ACCORDING TO PLANSIF PLANT IS SHIPPED WITH ACONTAINER AROUND THEROOTBALL, SLICE SIDES OFCONTAINER AND REMOVECOMPLETELY. USE FINGERSOR SMALL HAND TOOLS TOPULL ROOTS OUT OF THEOUTER LAYER OF POTTINGSOIL, CUT OR PULL APARTANY CIRCLING ROOTS.REMOVE ALL ROPE, TWINEAND BURLAP FROM ROOTBALL OF B&B SHRUBSSET ROOT FLARE AT GRADE.PLANTING SOIL ASSPECIFIED.PLANTING AND PLANTING BED EDGING ASSPECIFIED IN C00 PLANTING PLAN3" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH FORPLANTING BED. DO NOT PLACE MULCH IN CONTACT WITHCROWN, MAINTAIN A MIN. 3" DIA. MULCH FREE RINGAROUND CROWN. PROVIDE WEEDING THROUGHCONTRACT PERIOD.PLANTING AND PLANTING BEDEDGING AS SPECIFIEDIN C400 PLANTING PLANSHRUB AND PERENNIAL PLANTING AND EDGING4EXISTING CONDITIONS PHOTOSEX105/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C501CIVIL DETAILS EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Construction Details.dwg5/2/2023 12:33:34 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM1ACC SECTION3.5"8.0"14.0"COMPACTED SUBGRADE.CONTRACTOR TO REMOVEALL UNSUITABLESUBGRADE AND REPLACEWITH SUITABLESTRUCTURAL FILL ASREQUIRED.2.5"TACK COAT (0.10 GALLONPER SQUARE YARD)PRIME COAT (0.35 GALLONPER SQUARE YARD)FLEXIBILE PIPE TRENCHRIGID PIPE TRENCH12" COMPACTEDPROCESSED AGGREGATEBASE (PER MASS SSM2.01.07)8TYPICAL WATER CONNNECTION W/ TAPPING SLEEVE & VALVEBITUMINOUS CONCRETESURFACE COURSE(PER MASS SS M3.11)BITUMINOUS CONCRETEBINDER COURSE(PER MASS SS M3.11)345STORM CATCH BASINREINFORCED CONCRETE PIPE FLARED END97OPEN LID INLET FRAME & GRATE6RECTANGULAR STORM INTAKE2STANDARD STALL PAINT STRIPINGNOTE: ALL STRIPING SHALL CONFORM TO THE LATESTEDTION OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD) AND LOCAL STANDARDS.VARIES (SEE PLAN)4" TYP.WATER-BORNE PAINT(YELLOW - UNLESS NOTED OTHERWISE)05/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C502CIVIL DETAILS EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Construction Details.dwg5/2/2023 12:33:44 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMSTABILIZED CONSTRUCTION ENTRANCE11. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETEPLACEMENT ON SITE.2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THEWASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THELOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETETRUCKS AND PUMP RIGS.3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED ORCLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROMTHE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREASHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNERACCEPTED BY THE CITY.6. PROVIDE A DOUBLE THICKNESS OF IMPERMEABLE PLASTIC LINER WITH AMINIMUM THICKNESS OF 10 MIL PER SHEETCONCRETE WASHOUT DETAIL4NOTES:SIGN TO INDICATE THELOCATION OF THECONCRETE WASHOUT AREAGROUND SURFACE12"2' MIN BERM OR FILTER SOCK AROUND PERIMETER12"COMPACTED EMBANKMENT MATERIALOR FILTER SOCK, TYP.3H:1V OR FLATTERSIDE SLOPES8'X8' MINOR AS REQ. TO CONTAINWASTE CONCRETEFLOWENGINEERING FABRIC TO BE FOLDED ACROSS BOTTOM OFTRENCH.ENGINEERING FABRIC SHALL HAVE A MINIMUM 36" WIDTH.SECURE TOP OF ENGINEERING FABRIC TO STEEL POST.FOR TRENCH INSTALLATION, POSTS SHALL BE EMBEDDED 28"BELOW THE TRENCH BOTTOM. ALL COMPACTION SHALL BEACCOMPLISHED WITH A MECHANICAL OR PNEUMATIC TAMPER.FOR MACHINE INSTALLATION, POSTS SHALL BE EMBEDDED 28"BELOW GROUND LINE. ALL COMPACTION SHALL BE ACCOMPLISHEDBY DRIVING OVER EACH SIDE OF SILT FENCE 2-4 TIMES WITHDEVICE EXERTING 60PSI OR GREATER.GENERAL NOTES:TYPICAL SECTION SILT FENCEDETAILS OF SILT FENCEGROUND LINEENGINEERINGFABRICTRENCHBOTTOM31" MIN12"EMBED19"8' SPACING MAX.POST TOP VIEWNOTE:TWIST CORD AND PLACE AROUNDPOST, SECURE WITH WIRE.WIRECORDPOSTCORDFABRICWIREPOSTFRONT VIEW"T" STEELFENCE POST5'-0" MIN 10" MINFORESLOPEGROUND LINE12" MIN DEPTH BY 4"MIN WIDTH TRENCHENGINEERING FABRIC TOBE FOLDED ACROSSBOTTOM OF TRENCHDOUBLE LAYER THICKNESS PLASTIC LINER5INTAKE PROTECTION BAG DETAIL WITH CURB FILTER3SILT FENCE DETAILLIFT STRAPS USED FOREASY MOVEMENT ANDINSPECTION OF UNIT, (TYP)OVERFLOW GAPCURB INTALKCURB FILTERINTAKE PROTECTION BAGEROSION CONTROL BLANKET2SF SFSFSF 05/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C503CIVIL DETAILS EAW EAW PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Construction Details.dwg5/2/2023 12:33:54 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM1HYDRODYNAMIC SEPARATOR DETAIL FOR ST MH A-1, ST MH B-2, AND ST MH C-22HYDRODYNAMIC SEPARATOR DETAIL FOR ST MH D-1, F-2, & G-2NOTES:1.EMBANKMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITHGEOTECHNICAL RECOMMENDATIONS.2.CLAY FILL MATERIALS REQUIRED FOR THE EMBANKMENT SHALL BE PLACEDIN 8" MAXIMUM LIFTS OR AS OTHERWISE DIRECTED BY A LICENSEDGEOTECHNICAL ENGINEER.3.REMOVE ALL UNSUITABLE MATERIALS BELOW EMBANKMENT AND SCARIFYEXISTING SOIL PRIOR TO EMBANKMENT CONSTRUCTION.4.POROSITY OF EXISTING SUBGRADE SOILS AND REMOVAL OF ANYUNSUITABLE MATERIALS SHALL BE WITNESSED AND APPROVED BY ALICENSED GEOTECHNICAL ENGINEER PRIOR TO EMBANKMENTCONSTRUCTION. ALL PERMEABLE SUBGRADE SOILS ENCOUNTERED SHALLBE REMOVED AND REPLACED WITH CLAY FILL MATERIALS COMPACTED TO95% MODIFIED PROCTOR DENSITY PER ASTM D-1557 OR AS OTHERWISEDIRECTED BY A LICENSED GEOTECHNICAL ENGINEER.TOP OF EMBANKMENTTURF REINFORCEMATENKAMAT 7020GEOTEXTILE FABRIC5" TOP SOIL BENEATHTURF REINFORCEMENTMAT1" TOP SOIL ABOVETURF REINFORCEMENTMAT37.3'1'1'EMERGENCY OVERFLOWSPILLWAY CAPACITY15 CFSTOP OF EMBANKMENT32.00'POND OVERFLOW31.75'4EMERGENCY OVERFLOW SPILLWAY DETAIL3COMPACTED CLAY EMBANKMENTMIN 6" TOPSOIL ON 3:1 SLOPESEXISTING GRADE, TYP.COMPACTED SUBGRADE(SEE NOTES 3 AND 4)CLAY FILL COMPACTED TO95% MODIFIED PROCTORDENSITY PER ASTM D-1557(SEE NOTES 1 AND 2)SEE BASIN CROSSSECTION FOR ADDITIONALINFORMATIONFINISHED GRADE, TYP.(SEE PLANS)REQUIREMENTS FOR FILL IN EMBANKMENT:LEAN CLAY (CL) TO SANDY LEAN CLAY (CL) SOILS SHALL BE USED ANDCOMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY ATBETWEEN -2% TO +3% OF OPTIMUM MOISTURE CONTENT FOR THESTANDARD PROCTOR TEST (ASTM D 698)·USCS CLASSIFICATION: CL·LIQUID LIMIT: LL < 45·PLASTICITY INDEX: 11 < PI < 23·AT LEAST 60% PASSING THE U.S. NO. 200 SIEVE: P200 > 60%·REMOLDED PERMEABILITY: k < 1X10^-7 cm/sec (WHEN COMPACTEDTO THE MINIMUM DENSITY AND MOISTURE CONTENT RANGESHOWN ABOVE)·SAMPLES OF MATERIAL SHALL BE SUBMITTED TO THEGEOTECHNICAL ENGINEER FOR TESTING PRIOR TO BEINGIMPORTED TO THE SITE FOR FILL5HYDRODYNAMIC SEPARATOR DETAIL FOR ST MH E-205/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C504CIVIL DETAILS EAW IJH PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Construction Details.dwg5/2/2023 12:34:10 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM1BLACK-COATED FENCE FABRIC, POST, AND GATE DETAILSFENCE AND GATE NOTES:1.CONTRACTOR TO SUPPLY SHOP DRAWINGPRIOR TO CONSTRUCTION.2.FENCE AND GATE TO HAVE (3) STRANDS OFBARBED WIRE.3.ALL VINYL COATED FENCE MATERIALS(FRAMEWORK, FENCE FABRIC, FITTINGS,TENSION WIRES, ETC.) SHALL BE BLACKPER TOWN REQUIREMENT.4.FENCE HEIGHT SHALL BE 6.25-FT ABOVEGROUND (MATCH EXISTING FENCE HEIGHT).05/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C505CIVIL DETAILS EAW IJH PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Construction Details.dwg5/2/2023 12:34:25 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM1BLACK-COATED FENCE FABRIC, POST, AND GATE DETAILSFENCE AND GATE NOTES:1.CONTRACTOR TO SUPPLY SHOP DRAWINGPRIOR TO CONSTRUCTION.2.FENCE AND GATE TO HAVE (3) STRANDS OFBARBED WIRE.3.ALL VINYL COATED FENCE MATERIALS(FRAMEWORK, FENCE FABRIC, FITTINGS,TENSION WIRES, ETC.) SHALL BE BLACKPER TOWN REQUIREMENT.4.FENCE HEIGHT SHALL BE 6.25-FT ABOVEGROUND (MATCH EXISTING FENCE HEIGHT).05/02/2023 AeccD bC og oP o in t ( Ae cc La n d1 30 ) AeccD bCo go Po i n t (A e cc La nd 13 0 ) 0+00 1+00 2+003+004+004+28.63ST MH C-2 (HYDRODYNAMIC SEPERATORSEE 1/C503OPEN GRATE)N 2709294.51E 994133.19RIM = 32.00IE = 29.26 ST P-C-2 NWIE = 29.26 ST P-C-1 SEST FES C-1 (18 '' RCP FES)N 2709254.08E 994207.28RIM = 30.71IE = 29.00 ST P-C-1 NWST P-C-1 83 LF18" RCP CLASS IV @ 0.31%MIN 1.02MAX 1.610+001+002+003+004+004+39.32ST CB B-3 (48" CATCH BASIN)N 2709321.91E 993956.10RIM = 32.25IE = 29.81 ST P-B-3 NWIE = 29.81 ST P-B-2 SEST CB A-2 (48" CATCH BASINSEE DETAILS 6 & 7/C501)N 2709263.15E 993924.04RIM = 32.25IE = 29.69 ST P-A-3 NWIE = 29.69 ST P-A-2 E0+001+002+003+004+004+48.19ST P-B-2 165 LF15" RCP CLASS IV @ 0.35%MIN 1.00MAX 2.06ST MH B-2 (HYDRODYNAMIC SEPARATORSEE 1/C503OPEN GRATE)N 2709247.57E 994107.58RIM = 32.00IE = 29.22 ST P-B-2 NWIE = 29.22 ST P-B-1 SEST P-B-1 83 LF18" RCP CLASS IV @ 0.26%MIN 1.02MAX 1.61ST CB E-3 (3' X 3' RECTANGUALR INTAKEW/CONCAVE 2' X 2' INLET FRAME & GRATE)N 2709548.00E 993978.32RIM = 31.67IE = 29.98 ST P-E-3 SWIE = 29.98 ST P-E-2 SWST CB C-3 (48" CATCH BASIN)N 2709420.87E 994010.11RIM = 32.25IE = 29.79 ST P-C-2 SEST P-C-2 173 LF15" RCP CLASS IV @ 0.30%MIN 1.02MAX 2.05ST P-B-3 156 LF12" RCP CLASS IV @ 0.73%MIN 0.78MAX 1.66ST FES B-4 (12 '' RCP FES)N 2709432.59E 993844.57RIM = 32.12IE = 30.96 ST P-B-3 SEST P-A-5 330 LF12" RCP CLASS IV @ 0.32%MIN 0.12MAX 2.46ST FES A-5 (12 '' RCP FES)N 2709185.25E 993732.57RIM = 31.67IE = 30.50 ST P-A-5 EST CB A-4 (48" CATCH BASIN)N 2709167.80E 994064.05RIM = 32.63IE = 29.45 ST P-A-5 WIE = 29.45 ST P-A-4 NEST MH A-1 (HYDRODYNAMIC SEPARATORSEE 1/C503OPEN GRATE)N 2709202.01E 994082.72RIM = 32.00IE = 29.26 ST P-A-2 WIE = 29.26 ST P-A-4 SWIE = 29.26 ST P-A-1 SEST P-A-1 83 LF18" RCP CLASS IV @ 0.31%MIN 1.03MAX 2.08ST P-A-4 35 LF15" RCP CLASS IV @ 0.50%MIN 1.30MAX 1.74ST P-A-2 167 LF15" RCP CLASS IV @ 0.25%MIN 1.13MAX 2.100+001+002+003+004+ 0 0 4+ 0 6 . 1 0 ST P-D-1 10 LF15 '' RCP @ 0.68%MIN 0.48MAX 1.190+000+30ST MH D-1 (HYDRODYNAMIC SEPARATORSEE 2/C50324" X 24" FRAME AND GRATE)N 2709384.15E 993829.65RIM = 33.15IE = 30.58 ST P-D-1 NWST P-A-3 149 LF12" RCP CLASS IV @ 0.87%MIN 0.68MAX 1.77ST FES A-3 (12 '' RCP FES)N 2709335.22E 993791.97RIM = 32.17IE = 31.00 ST P-A-3 SE0+0 0 1+0 02+003+004+005+005+30.72ST FES B-1 (18 '' RCP FES)N 2709207.15E 994181.66RIM = 30.71IE = 29.00 ST P-B-1 NWST P-E-1-B 35 LF15" RCP CLASS IV @ 0.25%MIN 1.72MAX 1.92ST FES E-1 (15 '' RCP FES)N 2709243.74E 994201.62RIM = 30.44IE = 29.00 ST P-E-1-A NWST CB E-2 (3' X 3' RECTANGULAR INTAKEW/2' X 2' INLET FRAME & GRATE)N 2709400.60E 993914.17RIM = 33.19IE = 29.82 ST P-E-3 NEIE = 29.82 ST P-E-2 NEIE = 29.82 ST P-E-1-B SEST P-E-2 159 LF8 '' PVC @ 0.10%MIN 0.76MAX 2.89ST P-E-3 159 LF8 '' PVC @ 0.10%MIN 0.75MAX 2.890+000+40ST FES F-1 (15 '' RCP FES)N 2709169.76E 993739.77ST P-F-1 5 LF15 '' RCP @ 1.45%ST MH F-2 (HYDRODYNAMIC SEPARATORSEE 2/C5030+000+40 ST P-G-1 11 LF12 '' RCP @ 0.50%MIN 0.45MAX 1.97ST MH G-2 (HYDRODYNAMIC SEPARATORSEE 2/C503OPEN GRATE)N 2709222.57E 993707.50RIM = 32.75IE = 29.86 ST P-G-1 SST FES G-1 (12 '' RCP FES)N 2709209.97E 993706.10RIM = 30.97IE = 29.80 ST P-G-1 NST MH E-4 (HYDRODYNAMIC SEPARATORSEE 5/C50324" ROUND SOLID COVER)N 2709382.64E 993947.10RIM = 32.89IE = 29.73 ST P-E-1-B NWIE = 29.73 ST P-E-1-A SEST P-E-1-A 288 LF15" RCP CLASS IV @ 0.25%MIN 1.29MAX 2.15PBPBPBPANEL P1EP01EP01EP01EP01EP01EP01EP01EP01EP01EP01EP01EP01EP05EP06EP04EP03EP02EP02EP01TRAILER #1TRAILER #2MRC #1BMRC #1AEP01EP08 L2L2L2L1L1L1L1L2L2L2L1L2L2L3DISCONNECT SWITCHDSS WITH GENERATOROUTLET BACKBOXMDISCONNECT SWITCH DS1UTILITY TRANSFORMEREP09PB EXISTING IN-GRADEPRIMARY PULLBOX10176/040 EXISTING PAD MOUNTED75KVA, 22.8/13.2KV PRIMARY,120/208V SECONDARY,PM TRANSFORMERLXLXLXLXLXLXLXEP09EP09DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:E100ELECTRICAL SITE PLAN EJD JJH PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\E100 Electrical Site Plan.dwg5/2/2023 6:54:13 AM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMELECTRICAL REFERENCE NOTES:FURNISH AND INSTALL 2 #8 AWG + 1 #12 AWG GND, 1"C PVC SCHEDULE 40 AT A MINIMUM BURIAL DEPTH OF 24" BELOW GRADE. CONDUITSHALL CROSS UNDER STORM SEWERS WHEREAPPLICABLE.FURNISH AND INSTALL 4 #8 AWG + 1 #12 AWG GND, 1"C PVC SCHEDULE 40 AT A MINIMUM BURIAL DEPTH OF 24" BELOW GRADE.FURNISH AND INSTALL (2 #8 AWG + 1 #12 AWGGND, 1"C PVC SCHEDULE 40) + (4 #8 AWG + 1 #10AWG GND, 1"C PVC SCHEDULE 40) + (4 #8 AWG + 1#10 AWG GND, 1"C PVC SCHEDULE 40) AT A MINIMUM BURIAL DEPTH OF 24" BELOW GRADE.SEE SHEET E500 ONE-LINE FOR FEEDER INFORMATION. MINIMUM BURIAL DEPTH SHALL BE36" BELOW GRADE.FURNISH AND INSTALL 2 #10 AWG + 1 #12 AWGGND, 1"C PVC SCHEDULE 40 AT A MINIMUM BURIAL DEPTH OF 24" BELOW GRADE.FURNISH AND INSTALL 4 #1 AWG + 1 #6 AWG GND,1 1/4"C PVC SCHEDULE 40 AT A MINIMUM BURIALDEPTH OF 24" BELOW GRADE.FURNISH AND INSTALL (2 #10 AWG + 1 #12 AWGGND, 1"C PVC SCEHDULE 40) + (4 #1 AWG + 1 #6AWG GND, 1 1/4"C PVC SCHEDULE 40) + (2 #8 AWG+ 1 #10 AWG GND, 1"C PVC SCHEDULE 40) AT AMINIMUM BURIAL DEPTH OF 24" BELOW GRADE.FURNISH AND INSTALL THREE(3) CONCRETE FILLED STEEL POST WITH CAP AND HORIZONTALSTAINLESS STEEL UNISTRUT FOR MOUNTING OFPANELBOARD AND DOUBLE-THROW SWITCH.EVERSOURCE TO FURNISH AND INSTALL TRANSFORMER PAD. EVERSOURCE TO FURNISHAND INSTALL ALL NEW WORK UPSTREAM OF INDICATED TRANSFORMER.FURNISH AND INSTALL ONE(1) NEW 150KVA, 3-PHASE, 22.8/13.2KV PRIMARY, 120/208V SECONDARY PM TRANSFORMER 10176/070. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECONDARY CONNECTORSAND THE TERMINATIONS.EP01EP02EP03EP04EP05EP06EP07EP08EP09EP1005/02/2023 Calculation SummaryLabelAvgMaxMinLot_12.1020.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.10.10.10.20.20.20.20.20.10.10.10.10.10.10.10.10.10.00.00.10.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.20.20.20.10.10.00.10.20.30.30.40.40.30.30.30.20.10.10.10.20.20.10.10.10.10.10.10.10.00.00.00.00.00.00.00.10.10.20.20.20.20.10.10.10.20.30.40.40.30.20.10.10.20.40.60.70.70.60.60.70.70.50.30.40.50.50.40.20.20.20.20.30.30.30.10.00.00.00.00.00.00.00.00.00.10.20.40.50.50.30.20.20.20.30.50.70.80.60.20.10.10.30.60.91.01.00.91.01.11.31.21.21.31.20.90.60.40.20.30.40.50.70.60.30.10.00.00.00.00.00.00.00.00.10.20.40.70.91.00.80.50.40.30.40.81.11.10.90.40.20.20.41.01.51.61.51.41.72.32.83.32.92.41.71.20.80.40.30.30.60.91.01.21.00.40.20.00.00.00.00.00.00.00.00.10.10.20.71.31.92.31.81.10.60.40.61.31.71.81.50.60.20.30.61.82.62.62.42.33.24.65.86.75.03.62.31.51.00.60.40.30.61.11.52.02.41.20.50.00.00.00.00.00.00.10.10.20.30.71.63.13.93.92.91.50.90.60.92.32.92.82.11.00.40.61.03.35.14.53.83.24.46.69.913.29.35.93.62.11.20.80.40.30.51.22.02.94.64.71.50.80.00.00.00.00.00.10.20.30.71.32.13.45.96.75.83.92.01.10.91.34.15.74.53.21.70.91.01.95.29.68.15.84.14.77.413.020.016.49.44.32.31.41.00.60.30.30.92.13.45.98.43.31.10.00.00.10.10.20.40.81.32.23.45.410.512.28.75.42.71.51.32.16.110.68.65.22.81.62.04.09.716.911.97.04.74.87.813.618.313.87.44.02.51.71.30.80.40.20.41.42.94.97.56.11.10.30.00.00.10.10.20.50.91.42.34.07.814.920.013.46.73.52.02.45.010.916.711.36.43.82.63.35.58.913.310.26.95.04.56.28.611.08.74.93.42.52.01.51.00.50.20.20.62.03.54.74.21.70.30.10.00.00.00.10.20.50.81.42.34.69.915.018.812.37.04.42.93.45.48.111.89.16.34.43.03.03.95.37.26.55.34.23.64.55.66.04.92.92.22.01.81.51.20.50.20.10.31.22.42.82.41.50.50.10.00.00.00.10.20.40.81.32.23.55.58.011.39.06.34.63.33.03.84.86.25.74.73.72.62.22.63.13.83.53.12.72.53.13.63.42.51.41.01.51.91.91.50.70.10.10.10.61.51.81.51.10.50.10.00.00.00.00.10.10.30.61.01.52.23.34.25.45.34.43.72.82.42.83.13.43.02.62.21.71.51.61.41.51.61.61.71.72.12.32.01.50.90.82.33.02.82.10.80.10.10.10.20.81.21.10.80.50.20.00.00.00.00.00.10.20.40.81.21.62.22.32.42.52.32.32.32.42.31.91.71.61.51.41.10.80.60.50.71.01.21.31.52.12.32.01.61.11.03.85.64.12.50.90.20.10.10.10.40.70.80.60.30.20.00.00.00.00.00.10.20.30.60.91.11.10.90.91.41.82.42.92.72.11.41.21.11.00.90.60.40.30.40.71.11.62.12.73.12.82.11.61.31.64.68.15.12.81.10.20.10.10.10.20.40.40.30.20.10.00.00.00.00.00.10.10.20.30.40.40.40.61.22.02.93.64.03.52.41.61.21.00.70.60.50.40.61.01.62.33.03.74.64.73.62.51.81.51.73.68.05.23.01.30.30.20.30.30.30.30.30.20.10.10.00.00.00.00.00.00.10.10.20.20.30.61.11.82.84.25.96.85.33.42.21.40.90.70.60.71.01.72.32.73.14.05.88.18.15.83.62.21.51.32.25.14.02.81.60.50.50.70.70.60.40.20.10.10.00.00.00.00.00.00.10.10.10.20.40.81.21.93.15.59.411.49.74.92.61.61.21.11.31.82.63.23.33.13.34.47.712.713.78.03.82.21.41.11.42.72.62.21.71.21.51.71.51.10.60.20.10.00.00.00.00.00.00.00.00.00.10.10.20.40.71.11.83.36.912.412.18.24.52.72.12.12.53.03.74.75.14.43.63.75.18.110.19.76.33.62.31.61.21.11.72.02.22.42.83.12.72.11.40.60.20.10.00.00.00.00.00.00.00.00.00.00.10.10.30.61.11.83.04.56.57.35.84.13.23.13.23.44.15.88.38.86.84.83.83.94.75.95.54.23.12.31.71.21.32.12.83.43.95.05.03.82.71.60.60.20.10.00.00.00.00.00.00.00.00.00.10.10.30.50.91.31.92.83.94.13.83.73.83.83.53.64.57.712.814.18.94.83.43.23.53.63.12.52.11.81.61.62.02.83.74.96.39.68.05.13.11.40.40.10.00.00.00.00.00.00.00.00.00.00.10.20.40.71.11.62.33.03.33.53.84.34.43.83.85.07.79.79.96.84.43.22.82.72.21.41.11.21.52.12.82.83.14.16.710.315.710.75.22.60.80.20.10.00.00.00.00.00.00.00.00.00.00.10.10.30.61.01.42.02.42.93.95.56.96.44.84.14.04.65.75.54.43.42.82.21.60.90.60.71.32.23.64.23.73.03.76.08.611.67.23.71.80.40.10.00.00.00.00.00.00.00.00.00.10.10.20.40.71.01.31.82.74.78.411.510.96.74.13.43.53.63.12.52.01.61.20.90.70.60.92.14.05.65.94.73.02.32.04.47.25.33.11.20.30.10.00.00.00.00.00.00.00.00.10.10.20.40.71.01.62.95.711.312.69.75.83.73.02.72.21.41.00.80.91.01.31.31.52.23.46.29.18.96.13.31.31.02.73.73.42.40.90.20.10.00.00.00.00.00.00.00.10.10.10.30.51.01.62.64.06.07.36.44.63.32.41.81.10.70.50.71.11.72.53.13.13.34.47.714.713.67.03.41.61.01.62.12.11.70.60.10.10.00.00.00.00.00.00.10.10.20.40.81.21.72.53.64.03.52.92.31.71.10.80.50.50.91.93.44.75.04.23.74.88.212.911.46.33.52.21.31.21.31.41.10.40.10.00.00.00.00.00.00.10.10.30.60.91.31.92.22.11.51.21.11.01.11.11.01.32.03.55.97.36.85.23.63.84.73.66.64.93.02.01.51.10.90.90.60.20.10.00.00.00.00.00.00.10.20.40.70.91.10.90.60.40.50.81.21.92.52.52.63.34.89.412.29.75.93.31.91.21.21.92.62.01.51.30.90.70.60.30.10.10.00.00.00.10.10.30.30.40.30.20.20.20.51.22.43.74.33.93.23.96.010.816.711.05.22.91.20.50.50.61.11.21.10.90.70.50.30.20.10.00.10.10.10.10.10.10.10.20.40.92.34.56.06.14.93.53.55.47.89.48.04.52.81.50.60.20.20.40.60.60.50.40.30.20.10.10.00.10.10.10.10.10.20.61.32.23.67.010.08.96.03.62.42.21.93.04.73.22.21.50.70.30.10.10.20.30.30.20.10.10.00.10.10.10.20.61.11.82.94.89.115.712.46.03.21.40.60.70.91.91.91.51.20.80.30.10.10.10.10.10.10.10.00.10.10.20.40.71.11.72.75.09.212.99.45.23.01.60.50.30.40.71.01.00.80.60.30.10.10.10.10.10.00.10.20.30.60.91.32.03.13.14.06.44.12.71.70.80.30.20.30.50.60.50.40.20.10.10.00.00.10.20.40.60.80.90.80.81.22.82.51.91.40.80.30.10.10.20.30.20.20.10.10.10.00.10.10.20.30.30.30.20.30.41.01.41.21.00.80.30.10.10.10.10.10.10.10.00.10.10.10.10.10.10.10.20.40.60.70.70.50.30.10.10.00.00.00.00.00.00.00.00.00.10.10.10.10.30.40.40.30.20.10.10.00.00.00.00.00.00.00.00.00.10.10.20.20.10.10.10.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.030.00'9.00'DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:E101ELECTRICAL PHOTOMETRICS PLAN EJD JJH PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\E100 Electrical Site Plan.dwg5/2/2023 7:00:15 AM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COM05/02/2023 DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:E500ELECTRICAL DETAILS PLAN EJD JJH PERMIT 05/02/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\E500 Electrical Detail Plan.dwg5/2/2023 6:52:38 AM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMONE-LINE DIAGRAMCSPLICE/PULLBOX BOX DETAILABASE COVER PLATE2 1/2" x 8" HANDHOLE1"x36"x4" HOT DIPPED GALVANIZEDAS PER MANUFACTURER'S REQUIREMENTSANCHOR BOLTS; SPACING & PROJECTIONCLOSEST TO CURB. EXTEND CONDUITS 1'-0" PAST FOUNDATION.CAD-WELD CONNECTION TO #6 AWG SOLID CU WIREWHERE PLACED BEHIND CURB, CONDUITS TO EXIT FOUNDATION ON SIDEPE CONDUIT WITH BUSHINGS. SIZE 1-1/2" MIN., NUMBER AS REQUIRED.CONNECT BOTH THE CIRCUIT GROUNDING CONDUCTOR AND THE #6 AWG GROUNDWIRE TO THE POLE GROUND LUG.ROUTE CIRCUIT GROUNDING CONDUCTOR THROUGH ALL GROUNDING BUSHINGS.SONOCO SMOOTH CONCRETE FORMS TO BE USED AS REQUIRED3/4" x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e = EXISTING TO REMAIN DEVICE/FIXTUREr = RELOCATED, EXISTING DEVICE/FIXTUREELECTRICAL GENERAL CONSTRUCTION NOTES:*Notes:LITETOTAL EST. DEMAND...-- ARCPTTOTAL CONN. CURRENT:211.5 AOtherTOTAL EST. DEMAND:-- VAMOTORS0--%--TOTAL CONN. LOAD:41.6 kVALoad ClassificationConnected Load(kVA)Demand FactorEstimatedDemand (VA)PANEL TOTALSTOTAL AMPS:77.9 A69.2 A64.4 ATOTAL LOAD:16.2 kVA14.4 kVA13.4 kVA--12324--2122220192017181516131411122019102017820156----34TRAILER #133012.4 / 8.621003LOAD CODE POLE BKR CKT #ABCCKT # BKR POLE CODE LOAD FED FROMFEED:LOCATION: EXTERIORENCLOSURE:SQUARE D NQNEMA 4CODE: L=LIGHTING, R=RECEPTACLES, M=MOTORS, K=KITCHENMOUNTING:SURFACEP1120/208V34225 AMPS225A42kABRANCH PANEL NAMEVOLTAGEPHASEWIREBUS SIZEMAIN OCPAIC RATING039.62.0--%--%--%------MRC #1B2.4 / 8.62.4 / 8.62.4 / 1.80.0 / 0.00.0 / 0.00.0 / 0.01.0 / 0.01.0 / 0.00.0 / 0.0------ -- ---- -- ------TRAILER #2330------ -- ---- -- ------SPARE330------ -- ---- -- --SITE LIGHTING-- -- ------12526127281293020202020SPARESPARESPARESPARE0.0 / 0.00.0 / 0.00.0 / 0.0---------- -- ---- -- --MRC #1A2.4 / 0.02.4 / 0.0SPARESPARESPACE------------------SPACESPACESPACESPACESPACESPACESPACESPACE111111111GARDCO #P26-48L-700-NW-G2-AR-3-90-208-PCB-F2-BZL1L2LED208VPOLEDOUBLE HEAD POLE -180°. PROVIDE 13 FOOT STEELROUND POLE-BRONZE FINISHDOUBLE HEAD POLE -90°. PROVIDE 13 FOOT STEEL ROUNDPOLE-BRONZE FINISH.GARDCO #P26-48L-700-NW-G2-AR-3-90-208-PCB-F2-BZLED208VPOLE1.ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE - LATEST EDITION ADOPTED BY THE STATE, THE STATEAMENDMENTS, LOCAL/MUNICIPAL CODES AND ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION. THE COMPLETE INSTALLATION SHALL BE INACCORDANCE WITH THE ADAAG (AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES).2.IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY WITH THE APPLICABLE CODES. WHERE DISCREPANCIES OCCUR, NOTIFY THEENGINEER/ARCHITECT IN WRITING FOR INTERPRETATION. CORRECT ANY INSTALLATION THAT FAILS TO COMPLY WITH THE CODES AND STANDARDSAT NO ADDITIONAL COST TO THE OWNER.3.CONTRACTOR SHALL PROVIDE ALL WORK NECESSARY INCLUDING ALL LABOR, MATERIALS, PERMITS, TAXES, FEES, INSPECTIONS, HARDWARE, ANDCOST FOR INSTALLATION FOR A COMPLETE AND OPERATIONAL SYSTEM.4.ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE NEW, COMPLETE WITH MANUFACTURER'S GUARANTEE OR WARRANTY AND SHALL BELISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL).5.COORDINATE ELECTRICAL INSTALLATION WITH ALL TRADES PRIOR TO INSTALLATION. IF ELECTRICAL WORK INSTALLED INTERFERES WITH OTHERTRADES AFTER INSTALLATION, THE CONTRACTOR SHALL MAKE ALL NECESSARY CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COSTTO THE OWNER.6.DEVICES, OUTLETS, AND JUNCTION BOXES SHOWN ON DRAWINGS ARE DIAGRAMMATIC. COORDINATE EXACT PLACEMENT OF ALL DEVICES WITHOWNER AND OTHER TRADES PRIOR TO INSTALLATION. VERIFY DOOR SWING PRIOR TO INSTALLATION OF ALL SWITCH BOXES. ADJUSTMENT OFLOCATION PRIOR TO INSTALLATION, SHALL BE DONE WITH NO ADDITIONAL COST TO THE OWNER.7.DRAWINGS ARE DIAGRAMMATIC. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE,AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUALELECTRICAL INSTALLATION THIS CONTRACTOR SHALL ADJUST CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT.8.ALL ELECTRICAL PANELS WITH ANY BRANCH CIRCUIT/LOAD REVISIONS (DEMOLITION OR NEW WORK) SHALL HAVE A NEW TYPED UPDATED CIRCUITDIRECTORY CARD INSTALLED INSIDE THE DOOR OF THE ELECTRICAQL PANEL. THE CONTRACTOR SHALL VERIFY THAT ALL UNUSED CIRCUITBREAKERS ARE TURNED "OFF" AND PROPERLY INDICATED AS "SPARE" ON THE NEW CIRCUIT DIRECTORY CARD. THE CONTRACTOR SHALL INSTALLFILLER PLATES WHERE BREAKERS ARE REMOVED AS PART OF THIS PROJECT OR HAVE BEEN REMOVED PREVIOUSLY.9.WHERE CONDUIT IS SURFACE MOUNTED TO A WALL AND RUN VERTICALLY DOWN TO A SWITCH/OUTLET BOX, UTILIZE 2-HOLE CONDUIT STRAPS.10.TO REDUCE NOISE BETWEEN WALLS, CONTRACTOR SHALL AVOID INSTALLING POWER OR DATA OUTLETS LOCATED BACK TO BACK. WHEREOUTLETS ARE REQUIRED TO BE LOCATED BACK TO BACK, CONTRACTOR SHALL PROVIDE SOUND PROOFING MATERIAL BETWEEN DEVICE BOXES.11.PENETRATIONS THROUGH FIRE RATED WALLS BY DIVISION 26 CONTRACTOR SHALL BE SEALED WITH APPROPRIATE FIRE PROOFING MATERIAL TORESTORE FIRE RATING. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS.12.THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN OF ALL DEBRIS ON A DAILY BASIS. ALL NEW MATERIALS AWAITING INSTALLATION SHALL BEKEPT IN AREAS DESIGNATED BY THE OWNNER.13.THESE DRAWINGS SHALL NOT BE SCALED TO OBTAIN DIMENSIONS. REFER TO DIMENSIONED ARCHITECTURAL FLOOR PLANS. IF THE DIMENSIONSCANNOT BE DETERMINED BY THE INFORMATION GIVEN, CONTRACTOR SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION.14.PERIODIC SITE OBSERVATION BY THE ENGINEER IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR ISPROCEEDING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVEOR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINSTDEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.15.THE INFORMATION CONTAINED ON THE ELECTRICAL DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALLOTHER DISCIPLINE DRAWINGS, THE SPECIFICATIONS, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES,ETC., AND SHALL BE CONSIDEREDTHE CONTRACT DOCUMENTS AND WITH ALL THEREIN BY REFERENCE, WHICH THE CONTRACTOR CERTIFIES KNOWLEDGE OF BY SIGNING THECONTRACT.16.CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION,FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED ON THE JOB SITE AND BETWEENINDIVIDUAL DRAWINGS OR SETS OF DRAWINGS FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES (INCLUDING EXCAVATION,SHORING, SCAFFOLDING, BRACING, ERECTION, FORM WORK, ETC.), FOR COORDINATION OF THE VARIOUS TRADES, AND FOR SAFE CONDITIONS ONTHE JOB SITE.PANELP14-#4/0AWG+1-#2AWG GND, 3"CHEAVY DUTY, SERVICE ENTRANCE RATED, DISCONNECTSWITCH DS1 RATED AT 200 AMPS, 120/208 VOLT, 3-PHASE, 4WIRE FUSED AT 200 AMPS. DISCONNECT SHALL BE LOCKABLEIN THE "ON" AND "OFF" POSITIONS. ASSEMBLY SHALLINCLUDE HEAVY DUTY LEVER BYPASS METER SOCKET.COORDINATE WITH NSTAR ELECTRIC. (MILBANK METER MAINASSEMBLY OR APPROVED EQUIVALENT).UTILITYPAD MTDTRANSFORMER150 KVA4-#4/0AWG, 4"C4-#4/0AWG+1-#2AWG GND, 3"C4/0 AWG3/4"x10'-0"COPPER CLADGROUND ROD(TYPICAL)TRAILER#1L14-30R(SEE NOTE 1)TRAILER#2L14-30R(SEE NOTE 1)(SEE NOTE 2)(SEE NOTE 3)MRC#1AMRC#1BNOTES:1.PROVIDE ONE(1) 30A, 120/208VAC, 4-WIRE TWIST LOCK OUTLET, NEMA 4.(HUBBELL #HBL69W74 OR EQUIVALENT).2.PROVIDE ONE(1) 20A, 120VAC INLET OUTLET, WATERTIGHT. (KUSSMAL TRAILERAUTO EJECT MODEL #091-55-20-120T.)3.PROVIDE ONE(1) 100A 125/250VAC INLET OUTLET, WATERTIGHT IP67. (MARINCO#M4100 B12R)UNDERGROUNDPOLE LIGHTS (TYP)EXTERIOR RATEDMANUAL SWITCH WITHLOCKABLE COVERHEAVY DUTY 200A, 120/208V, 4-POLE,NEMA 3R, NON-FUSED DOUBLE-THROWDISCONNECT SWITCH DSSPORTABLE GENERATOROUTLET (CROUSE-HINDS200A, 120/208V, 4-POUTLET OR EQUIVALENT)FURNISH AND INSTALL THREE PHASE, RINGLESS SOCKET WITHFACTORY-INSTALLED LEVER-OPERATED BYPASS AND JAWRELEASE COMPLETE WITH FLASH SHIELD AND SEALINGPROVISION, 200A, 120/208V, FOUR-WIRE, THREE PHASE,7-TERMINAL. METER SOCKET SHALL BE FROM APPROVED LISTIN THE UTILITY "INFORMATION AND REQUIREMENTS"EVERSOURCE STANDARDS BOOK, SECTION 12.L3SINGLE HEAD POLE. PROVIDE 13 FOOT STEEL ROUNDPOLE-BRONZE FINISH.GARDCO #P26-48L-700-NW-G2-AR-3-90-208-PCB-F2-BZLED208VPOLEEXTEND TWO(2) 4"C CONCRETEENCASED DUCTBANK TO INDICATEDUTILITY PRIMARY VAULT22.8/13.2 KV208/120 VEVERSOURCE TO FURNISH AND INSTALL05/02/2023