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esAbbreviationsProp.GeneralGeneralABANABANDONHEAVY DUTY PAVEMENTACRACCESSIBLE CURB RAMPRIGHT-OF-WAY/PROPERTY LINEBUILDINGSADJADJUSTEASEMENTRIPRAPAPPROXBUILDING SETBACKCONSTRUCTION EXIT1.CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" (811 OR 1-800-922-4455) AT LEAST 72 HOURSBEFORE EXCAVATING.2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIESSHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.APPROXIMATE3.WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.BITBITUMINOUS4.BSBOTTOM OF SLOPEBOTTOM OF CURB ELEVATIONBWLLBROKEN WHITE LANE LINEUPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONSAND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITHTHE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACTDOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUTAPPROPRIATE PERMITS.SPOT ELEVATIONCONCCONCRETETOP & BOTTOM OF WALL ELEVATIONDYCLDOUBLE YELLOW CENTER LINEBORING LOCATIONELELEVATIONLIMIT OF DISTURBANCETEST PIT LOCATIONELEVELEVATIONWETLAND LINE WITH FLAGMONITORING WELLEXEXISTINGFDNFOUNDATIONDRAINFFEFIRST FLOOR ELEVATIONROOF DRAINGRANGRANITESEWERGTDGRADE TO DRAINFORCE MAINLALANDSCAPE AREALODLIMIT OF DISTURBANCEMAXMAXIMUMMINMINIMUMNICNOT IN CONTRACT11. STAGING AND STOCKPILE AREAS SHALL NOT BE LOCATED WITHIN ANY WETLAND AND ABUTTINGRESOURCE AREA AND SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE.ELECTRICNTSNOT TO OPOSEDFIRE ALARMREMREMOVERETRETAINCATCH BASINR&DREMOVE AND DISPOSEBUILDINGTHE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATEREPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIEDTHIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOTGUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES,NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENTTHAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNINGCONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, ANDELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THATTHERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.DOUBLE CATCH BASINR&RREMOVE AND RESETBUILDING ENTRANCEGUTTER INLET2.SWELSOLID WHITE EDGE LINELOADING DOCKDRAIN MANHOLESWLLSOLID WHITE LANE LINEBOLLARDTRENCH DRAINTSTOP OF SLOPEDUMPSTER PADPLUG OR CAPWHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTINGCONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED ASINTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINEDWITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THEOWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TONOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FORADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.TYPTYPICALSIGNCLEANOUT3.DOUBLE SIGNFLARED END SECTIONUtilityHEADWALLCBCATCH BASINTHE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITYSERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY,THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGNLOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.CMPCORRUGATED METAL PIPE4.COCLEANOUTCONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FORPOLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIREALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BYTHE UTILITIES COMPANY.DCBDOUBLE CATCH BASIN5.DMHDRAIN MANHOLECIPCAST IRON PIPECONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION,INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULLBOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALLFURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND ASINDICATED ON THE DRAWINGS.FIRE HYDRANTCONDCONDUITLayout and MaterialsWATER METERDIPDUCTILE IRON PIPE1.POST INDICATOR VALVEPROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURINGCONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.FESFLARED END SECTIONWATER WELL2.FMFORCE MAINGAS GATEPRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS ATINTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TODRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.F&GFRAME AND GRATEGAS METER3.FINAL LAYOUT SUBJECT TO CONDITIONS ENCOUNTERED IN THE FIELD.F&CFRAME AND COVERELECTRIC MANHOLEGIGUTTER INLETPROPERTY LINECONCRETEPROJECT LIMIT LINEPARKING SETBACKTOP OF CURB ELEVATIONBASELINECONSTRUCTION LAYOUTZONING LINETOWN LINEFLOODPLAIN100-YEAR FLOOD LIMITSGRAVEL ROADEDGE OF PAVEMENTBITUMINOUS BERMBITUMINOUS CURBCONCRETE CURBCURB AND GUTTEREXTRUDED CONCRETE CURBMONOLITHIC CONCRETE CURBPRECAST CONC. CURBSLOPED GRAN. EDGINGUNDERDRAINOVERHEAD WIREWATERFIRE PROTECTIONDOMESTIC WATERGASExisting Conditions Information1.5.6.SAWCUTCABLE TVSTEEL GUARDRAILWOOD GUARDRAILSEWER MANHOLEAREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONSSHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'SEXPENSE.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA AREENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECTMATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNERIMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.7.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BERESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.8.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NOADDITIONAL COST TO OWNER.9.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSEIMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, ATNO COST TO OWNER.BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY PLANS AND DEEDS OF RECORD ANDMONUMENTS FOUND IN A FIELD SURVEY CONDUCTED BY RTK GPS. THE TOPOGRAPHY IS BASED ON ADIGITAL ELEVATION MODELS OF THE 2016 CRCOG LIDAR DATA DISTRIBUTED BY NOAA. THE BOUNDARYLINES ARE BASED ON100 Great Meadow RoadTOPOGRAPHY: ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988.Suite 200Document Use1.Wethersfield, CT 06109THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONALSERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FORWHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZEDUSE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THISDOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.2.CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, ANDDATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECTFEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARESUPPLIED AS PART OF THE CONTRACT DOCUMENTS.3.SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOTNECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THECONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOPDRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECTFEATURES.860.807.430010. THIS PROJECT DISTURBS MORE THAN FIVE ACRES OF LAND AND WILL REQUIRE ADHERENCE TO ANDREGISTRATION FOR THE CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTIONGENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROMCONSTRUCTION ACTIVITIES, EFFECTIVE OCTOBER 1, 2019.VERT. GRAN. CURBLIMIT OF CURB TYPESTABILIZATION WILL BE USED TO MINIMIZE EROSION ON SLOPES OF 3:1 OR STEEPER. ESTABLISHMENTOF TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY HYDRO-SEEDING ORSODDING. A SUITABLE TOPSOIL, GOOD SEEDBED PREPARATION, AND ADEQUATE LIME, FERTILIZER ANDWATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF THESE VEGETATIVE STABILIZATIONMETHODS. MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM THEIMPACT OF FALLING RAIN AND TO INCREASE THE CAPACITY OF THE SOIL TO ABSORB WATER.CURB STOP & BOXPATHTREE LINEWIRE FENCEFENCESTOCKADE FENCESTONE WALLRETAINING WALLWATER VALVE & BOXTAPPING SLEEVE, VALVE & BOXSIAMESE CONNECTIONSTREAM / POND / WATER COURSEDETENTION BASINHAY BALESSILT FENCESILT SOCK / STRAW WATTLEMINOR CONTOURMAJOR CONTOURPARKING COUNTDemolitionELECTRIC METERGTGREASE TRAPLIGHT POLEHDPEHIGH DENSITY POLYETHYLENE PIPETELEPHONE MANHOLEHHHANDHOLETRANSFORMER PADHWHEADWALLHYDHYDRANTINVINVERT ELEVATIONI INVERT ELEVATIONLPLIGHT POLEMESMETAL END SECTIONPIVPOST INDICATOR VALVEPWWPAVED WATER WAYPVCPOLYVINYLCHLORIDE PIPECOMPACT PARKING STALLSUTILITY POLEDOUBLE YELLOW LINEGUY POLESTOP LINEGUY WIRE & ANCHORCROSSWALKACCESSIBLE CURB RAMPACCESSIBLE PARKINGVAN-ACCESSIBLE PARKINGHAND HOLEPULL BOX1.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.2.THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THEBIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENTOF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OFDEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NOCLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN ORLATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THEWORK.3.MATCHLINEUNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEERHAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES ORPOLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OFLOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUSMATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANYCLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NOADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENTINVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOSOR OTHER HAZARDOUS MATERIALS.Photovoltaic InstallationRockville RoadEast Windsor, ConnecticutNo.Revision1CSC CommentsDateAppvd.10/5/2020Designed bySJKChecked byJDWSJKIssued forDateApplicationMay 29, 2020Erosion Control1.RCPREINFORCED CONCRETE PIPER RIM ELEVATIONSMHSEWER MANHOLETSVTAPPING SLEEVE, VALVE AND BOXUGUNDERGROUNDUPUTILITY POLEPRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATEAGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND ASIDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.2.CONTRACTOR OR QUALIFIED INSPECTOR SHALL INSPECT AND MAINTAIN EROSION CONTROLMEASURES ON A WEEKLY BASIS OR MORE FREQUENTLY AS NEEDED, (MINIMUM) OR AS REQUIRED PERTHE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL ADDRESSDEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION.CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ENCUMBER OTHERDRAINAGE STRUCTURES AND PROTECTED AREAS.3.CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THATSEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCHSEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.4.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS AREEXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZEDTO PREVENT EROSION.5.UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENTAND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.Not Approved for ConstructionDrawing TitleLegend andGeneral NotesDrawing NumberC-1Sheet6.VEGETATIVE SLOPE STABILIZATION WILL BE IMPLEMENTED WITHIN 14 DAYS AFTER GRADING ORCONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. VEGETATIVE SLOPEof1Project Number42518.0113

cad\ld\Planset\42518.01-KEY.dwgLEROAD100 Great Meadow RoadSuite 200Wethersfield, CT 06109860.807.4300C-3.1SHEET X-.1C-3.2SHEET X-.2LIMIT OF WORKLIMITLIMIT OF WORKOFWORKROKeyVICKNot To ScaleLIMIT OF WORKDOAERLLLIMIT OF WORKBARBER HILL ROADLIMIT OF WORK050100200 FeetPhotovoltaic InstallationRockville RoadEast Windsor, ConnecticutNo.Revision1CSC CommentsDateAppvd.10/5/2020SJKLIMIT OF WORKDesigned byChecked byJDWMATCHLINESSJKIssued forDateApplicationMay 29, 2020Not Approved for ConstructionDrawing TitleKey PlanDrawing NumberC-2Sheetof2Project Number42518.0113

cad\ld\Planset\42518.01-LM.dwgDOAPROJECT INFORMATIONPARCEL SIZE: 54 ACRESZONE DESIGNATION: A-1 Agricultural/ResidentialLIMITS OF WORK: 32 ACRESAREA OF PROPOSED TREE CLEARING: 0 ACRESPROPOSED NUMBER OF PANELS: 19,968100 Great Meadow RoadSuite 200PANEL TYPE: CANADIAN SOLAR CS3W-395PB-AGWethersfield, CT 06109860.807.4300ROW SPACING: 14.6' CLEARTILT ANGLE: 30 INVERTER TYPE: SOLECTRIA XGI-1500 125/125, 166/166SYSTEM POWER: 7.89 MW-DC / 5.00 MW-ACAPPROXIMATE LOCATIONOF EXISTING FARM ROADSC-3.1C-3.2LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKDOAERLLVICKROBARBER HILL ROADAPPROXIMATE LOCATIONOF EXISTING FARM ROADSLIMIT OF WORK050100200 FeetPhotovoltaic InstallationRockville RoadEast Windsor, ConnecticutAPPROXIMATE EXISTING TREELINENo.Revision1CSC CommentsDateAppvd.10/5/2020SJKAPPROXIMATE EXISTING TREELINELIMIT OF WORKDesigned byChecked byJDWSJKIssued forDateApplicationMay 29, 2020Not Approved for ConstructionDrawing TitleLayout andMaterials Plan - OverallDrawing NumberC-3.0Sheetof3Project Number42518.0113

\Planset\42518.01-LM.dwgPROPOSED RIPRAPSPILLWAY 1. REFERTO SIZING TABLEFOR DIMENSIONSPROPOSED RIPRAPSPILLWAY 2. REFERTO SIZING TABLEFOR DIMENSIONSZONE R-3LIMIT OF WORKZONE A-1LIMIT OF WORK7' HIGHCHAINLINKFENCING (TYP)PERMANENTSTORMWATER BASIN 1100 Great Meadow RoadSuite 20076'14.6'Wethersfield, CT 06109860.807.4300PERMANENTSTORMWATER BASIN 2PROPOSED 14.6'WIDE GRAVELACCESS DRIVE (TYP)AREAS WITHIN LIMIT OFWORK SHALL BE SEEDEDWITH SOLAR FARM SEEDMIX AT INTERVALSPRESCRIBED INCONSTRUCTION SEQUENCE.C-3.1SOLAR PANELS (TYP)LIMIT OF WORKSOLAR PANELS (TYP)C-3.2 100' TONEAREST TREECOVER - NOCLEARING ISPROPOSED2550100FeetEEEEEEEEEEEEE30.7'14.6'E 100' TO NEARESTTREE COVER - NOCLEARING ISPROPOSEDAREAS WITHIN LIMIT OFWORK SHALL BE SEEDEDWITH SOLAR FARM SEEDMIX AT INTERVALSPRESCRIBED INCONSTRUCTION SEQUENCE.PROPOSEDEQUIPMENT ATOPCONCRETE PADE7' HIGHCHAINLINKFENCING (TYP)EAPPROXIMATE LOCATIONOF EXISTING FARM ROADSPROPOSED DOUBLECHAINLINK FENCE GATEEEELIMIT OF WORKEEEPROPOSED 14.6'WIDE GRAVELACCESS DRIVE (TYP)EEEEE 100' TO NEARESTTREE COVER - NOCLEARING ISPROPOSED14.6'0EEPhotovoltaic InstallationRockville RoadEast Windsor, ConnecticutNo.Revision1CSC CommentsDate10/5/2020Designed bySJKChecked byJDWCONTRACTORPARKING/STAGING AREAAppvd.SJKIssued forDateApplicationMay 29, 2020Not Approved for ConstructionDrawing TitleLayout andMaterials PlanDrawing NumberAPPROXIMATE EXISTING TREELINEC-3.1Sheetof4Project Number42518.0113

\Planset\42518.01-LM.dwgAPPROXIMATE LOCATIONOF EXISTING FARM ROADSPROPOSED RIPRAPSPILLWAY 2. REFERTO SIZING TABLEFOR DIMENSIONSEXISTING BARNTO REMAINAREAS WITHIN LIMIT OF WORKSHALL BE SEEDED WITH SOLAR FARMSEED MIX AT INTERVALS PRESCRIBEDIN CONSTRUCTION SEQUENCE.LIMIT OFWORKPERMANENTSTORMWATER BASIN 3100 Great Meadow RoadSuite 200Wethersfield, CT 06109860.807.4300PERMANENTSTORMWATER BASIN 2OAERILLVCKROC-3.2D7' HIGHCHAINLINKFENCING (TYP)C-3.1SOLAR PANELS (TYP) 100' TO NEARESTTREE COVER - NOCLEARING ISPROPOSEDEEEEEEEEEEEEEPROPOSED DOUBLECHAINLINK FENCE GATEEE7' HIGHCHAINLINKFENCING (TYP)EEEEEEEEEEEEBARBER HILL ROADE 100' TO NEARESTTREE COVER - NOCLEARING ISPROPOSEDLIMIT OF WORKEEEPROPOSEDEQUIPMENT ATOPCONCRETE PADEPROPOSED 14.6'WIDE GRAVELACCESS DRIVE (TYP)PROPOSEDEQUIPMENT ATOPCONCRETE PAD02550100FeetPhotovoltaic InstallationRockville RoadEast Windsor, ConnecticutNo.Revision1CSC CommentsDateAppvd.10/5/2020Designed bySJKChecked byJDWSJKEIssued forDateApplicationMay 29, 2020ENot Approved for ConstructionEDrawing TitleAPPROXIMATE EXISTING TREELINEEPROPOSED SWITCHGEARREFER TO PLANS BY OTHERSEEXISTING ENTRANCEDRIVE TO BE IMPROVEDWITH CRUSHED STONE.EPROPOSED DOUBLECHAINLINK FENCE GATELayout andMaterials PlanPROPOSED METER ANDRISER POLE (TYP)EEEEEEEEEEEEEEEEEEEDrawing NumberLIMIT OF WORKPROPOSED 14.6'WIDE GRAVELACCESS DRIVE (TYP)EXISTING BARNTO REMAINC-3.2Sheetof5Project Number42518.0113

VIADDITIONAL NOTESDNO REGRADING WITHIN LIMITS OF SOLAR ARRAY ISPROPOSED WITH THE EXCEPTION OF PERMANENT SWALESOR PERMANENT STORMWATER 18.01\cad\ld\Planset\42518.01-GD.dwg100 Great Meadow RoadSuite 200Wethersfield, CT 06109860.807.4300APPROXIMATE LOCATIONOF EXISTING FARM ROADSC-3.2206C-3.1202204204202201202206LIMIT OF 820AD2062062086206202068202066LIMIT OF 208821002082121020210820206208020210212082088LIMIT OF WORK20620Not To ER HILL PPROXIMATE LOCATIONOF EXISTING FARM 210222144222122216221APPROXIMATE EXISTING TREELINE622212202124218224222224421CSC T OF hotovoltaic Installation21422422022062122822622200 Feet42202APPROXIMATE EXISTING TREELINE2210021226422502122204220Rockville RoadEast Windsor, 32222222214222216Designed by220662122288212306422230DateApplicationMay 29, 2020216220622220232224226216216Issued for22222SJK2123222221822230Checked byJDW22822218232Not Approved for Construction222822218Drawing 24023234236260023236222302222234232222Grading andDrainage Plan - 1222021821021216216218218421212212228210LIMIT OF wing Number222222228222C-4.0Sheetof6Project Number42518.0113

\Planset\42518.01-GD.dwgPROPOSED RIPRAPSPILLWAY 1. REFERTO SIZING TABLEFOR DIMENSIONSPROPOSED RIPRAPSPILLWAY 2. REFERTO SIZING TABLEFOR DIMENSIONSPERMANENTSTORMWATER BASIN 1.REFER TO SIZING TABLEFOR DIMENSIONS.PERMANENT SWALE 1-1.REFER TO SIZING TABLEFOR DIMENSIONS.LIMIT OF WORK206204208LIMIT OF WORK202201210202204100 Great Meadow Road208206PERMANENTSTORMWATER BASIN 2.REFER TO SIZING TABLEFOR DIMENSIONS.197198Suite 200Wethersfield, CT 420204C-4.1204C-4.2206210204208620206620LIMIT OF WORK210620206206206Key206Not To 208APPROXIMATE OUTLINE OF PROPOSEDLIMITS OF FILLING USINGON-SITE20EXCAVATED MATERIAL8 TO DEPTHS NOTEXCEEDING ONE FOOT, IN THE EVENTTHAT EXCESS MATERIAL IS NOTHANDLED BY THE LAND 216210208216216100FeetRockville RoadEast Windsor, Connecticut2121650Photovoltaic Installation212APPROXIMATE LOCATIONOF EXISTING FARM ROADS25212210200218216LIMIT OF WORKNo.Revision1CSC 80220220Designed by022Checked byJDW218222SJK222DateApplicationMay 29, 2020422218022Issued forNot Approved for Construction222222Drawing Title222222622022220224Grading andDrainage Plan2242222240Drawing NumberC-4.122422228226422222226220222APPROXIMATE EXISTING roject 42518.0113

\Planset\42518.01-GD.dwgAPPROXIMATE LOCATIONOF EXISTING FARM ROADSPROPOSED RIPRAPSPILLWAY 2. REFERTO SIZING TABLEFOR DIMENSIONSPERMANENT SWALE 2-1.REFER TO SIZING TABLEFOR DIMENSIONS.206PERMANENT SWALE 3-1.REFER TO SIZING TABLEFOR DIMENSIONS.20220EXISTING 15' RCPCULVERT UNDER ROADINV. 201.04LIM202IT OFW206204PROPOSED 15' RCP TOBE INSTALLED BENEATHEXISTING DIRT PATH CONNECT ROADSIDESWALE TO INLETINV. 202.0ORKPERMANENTSTORMWATER BASIN 3.REFER TO SIZING TABLEFOR DIMENSIONS.PERMANENTSTORMWATER BASIN 2.REFER TO SIZING TABLEFOR DIMENSIONS.100 Great Meadow RoadSuite 200PROPOSED RIPRAPSPILLWAY 3. REFERTO SIZING TABLEFOR DIMENSIONSWethersfield, CT 0PERMANENT SWALE 3-2.REFER TO SIZING TABLEFOR DIMENSIONS.208208PERMANENT ROADSIDESWALE OFFSET 10 FEETCLEAR FROM PAVEDEDGE. REFER TO SIZINGTABLE FOR DIMENSIONS.Not To IT OF WORK21002121BARBER HILL eetPhotovoltaic InstallationRockville RoadEast Windsor, ConnecticutNo.Revision1CSC CommentsDateAppvd.10/5/2020Designed bySJKChecked byJDWSJKIssued forDateApplicationMay 29, 20202214221Not Approved for Construction222212Drawing Title216221APPROXIMATE EXISTING TREELINE214222124218212Grading andDrainage Plan214226421221220212226214Drawing NumberC-4.2224LIMIT OF 4222230218422222Project Number42518.0113

\Planset\42518.01-ER.dwgCONSTRUCTION SEQUENCINGVIERLLSuite 200Wethersfield, CT 06109DOA860.807.4300C-5.2206APPROXIMATE LOCATIONOF EXISTING FARM ROADS202Key204LIMIT OF WORK204210208420620206204Not To R2048DOA202062062086206202068202066LIMIT OF 082020821020802121020206021021208208208LIMIT OF 021021021212021021021021221208BARBER HILL ROAD21002082122102122142142210212APPROXIMATE LOCATIONOF EXISTING FARM 08212214216210221216216218216216LIMIT OF 21442212216APPROXIMATE EXISTING IT OF WORK21823022821621406CSC 22622No.2222282262202APPROXIMATE EXISTING TREELINE22Photovoltaic Installation42204250 2220220Rockville RoadEast Windsor, K21621622230226621622Checked byJDW218232222DateApplicationMay 29, 2020822Issued for222222232Designed 42202323221218822222230218218220234226223222Not Approved for ConstructionDrawing 1621821821621CONSTRUCTION SEQUENCE1. PERFORM MASS EARTHWORK ON THE SITE AND INSTALL PERIMETER FENCE TO SERVEAS CONSTRUCTION BARRIER. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FROMAREAS PROPOSED FOR REGRADING. REFER TO RESOURCE PROTECTION PLAN.2. TOPSOIL SHALL BE REPLACED TO 3" MINIMUM DEPTH OVER REGRADED AREAS UPONCOMPLETION OF MASS EARTHWORK ACTIVITIES AND AREAS WHICH WERE DISTURBEDBY MASS EARTHWORK OPERATIONS SHALL BE RESEEDED WITHIN 10 DAYS OFCOMPLETION.3. DRIVE PILES FOR SOLAR PANEL RACKING.4. THE INSTALLATION OF RACKING SHALL FOLLOW THE PILE DRIVING BY ROUGHLY ONEWEEK STARTING FROM THE SAME POINT.5. RESEED AND REGRADE ALL AREAS DISTURBED BY CONSTRUCTION TRAFFIC WITHIN THEARRAYS WHERE RACKS ARE INSTALLED AS EARLY AS POSSIBLE. RUTS AND RILLS SHALLBE SMOOTHED AND GRADED AS DISCOVERED.6. INSTALL SOLAR PANEL MODULES IN THE RACKING. MUCH OF THIS WORK ISANTICIPATED TO BE PERFORMED BY HAND AND LIGHT CONSTRUCTION EQUIPMENTWHICH WILL CAUSE MINIMAL DISTURBANCE COMPARED TO THE USE OF HEAVYEQUIPMENT. DESIGNATED ACCESS ROADS SHALL STILL BE USED TO THE MAXIMUMEXTENTS POSSIBLE.7. UPON COMPLETION OF CONSTRUCTION, RE-SEED ALL DISTURBED AREAS WITHIN 10DAYS AND PREVENT VEHICULAR TRAFFICKING OVER THESE AREAS. INSTALL FINALLANDSCAPING.8. AFTER SITE IS STABILIZED, AND AFTER INSPECTION BY DESIGN ENGINEER, OR OTHEROWNER'S REPRESENTATIVE, REMOVE TEMPORARY EROSION AND SEDIMENTCONTROLS. ENTIRE SITE SHALL BE CHECKED FOR AND CLEANED OF SEDIMENT ASNEEDED.100 Great Meadow RoadC-5.1210PRE-CONSTRUCTION SITE PROTECTION SEQUENCE1. INSTALL STABILIZED VEHICLE CONSTRUCTION EXIT AT THE EXISTING ROADINTERSECTING WITH BARBER HILL ROAD.2. ACCESS ROADS SHALL BE DESIGNATED AS EARLY AS FEASIBLE AND USED PRIMARILYFOR CONSTRUCTION TRAFFIC.3. INSTALL ENTRENCHED SILT FENCE FOLLOWING STANDARDS OF THE 2002CONNECTICUT GUIDELINES FOR EROSION AND SEDIMENT CONTROL. PERIMETER SILTFENCE SHALL BE MAINTAINED IN PERPETUITY UNTIL COMPLETION OF CONSTRUCTION.4. THE CONTRACTOR SHALL ADDRESS ONGOING EROSION PROBLEMS USINGTEMPORARY DIVERSIONS AND FILLING AND GRADING GULLIES. TRACK GULLIES UPAND DOWN SLOPE AND HYDROSEED WITH A THERMALLY-TREATED WOOD BONDEDFIBER MATRIX (BFM) MULCH WITH TACKIFIER. A STAPLED BIODEGRADABLE EROSIONCONTROL BLANKET WITHOUT MONOFILAMENT MESH IS AN ACCEPTABLE ALTERNATIVEFOR HYDROSEED AND BFM.5. INSTALL TEMPORARY SEDIMENT TRAPS IN ACCORDANCE WITH THE APPROVEDSITE-SPECIFIC SWPCP AND CT GUIDELINES. THE ENGINEER OF RECORD SHALL INSPECTFEATURES TO CONFIRM REQUIRED STORAGE CAPACITIES ARE PROVIDED AND THATOUTLETS AND/OR SPILLWAYS ARE CONSTRUCTED CORRECTLY. DISCHARGE AREASBELOW OUTFALLS MUST BE INSPECTED TO CONFIRM FLOW WILL BE OVER STABLEGROUND AND SHEET FLOW IS ENCOURAGED. IF DISTURBED SOILS ARE PRESENT, THEENGINEER OF RECORD TO PROVIDE CORRECT MEASURES TO ADDRESS CONDITION.6. SEED AND PROTECT DISTURBED SOILS AROUND SEDIMENT TRAPS AND BASINS WITHIN10 DAYS OF COMPLETION. SECURE SEED WITH A THERMALLY-TREATED BFM APPLIEDFOLLOWING MANUFACTURER'S SPECIFICATIONS FOR USE AT SPECIFIED APPLICATIONRATES. AN ANIONIC POLYACRYLAMIDE PRODUCT MAY BE INCLUDED WITH THETACKIFIER TO PROMOTE SOIL STABILITY. ALL OTHER AMENDMENTS SHOULD BEPRESCRIBED BASED ON THE RESULT OF SOIL TESTS.7. INSTALL OTHER EROSION AND SEDIMENT CONTROLS FOLLOWING THE CT GUIDELINESAND MANUFACTURER'S DIRECTIONS. DURING CONSTRUCTION, THE CONTRACTORSHALL INSTALL MEASURES AS REQUIRED BY THE ENGINEER OF RECORD OR QUALIFIEDINSPECTOR, TO PREVENT SEDIMENT-LADEN RUNOFF FROM REACHING WETLANDS ORDISCHARGING OFFSITE.8. ESTABLISH DESIGNATED VEHICULAR TRAFFIC ACCESS ROADS (GRAVEL, OR COMPACTEDNATIVE SOIL, PER PLANS) THAT SHALL BE USED AS PRIMARY ACCESSES. EFFORTS MUSTBE MADE TO MINIMIZE VEHICULAR TRAFFICKING ACROSS NON-DESIGNATED AREAS TOTHE EXTENTS POSSIBLE.CKROALL CONSTRUCTION ACTIVITIES ARE EXPECTED TO BEGIN IN THE SPRING/SUMMER OF 2021AND COMPLETED BY THE END OF 2021. THE GENERAL CONSTRUCTION NOTES ARE ASFOLLOWS:1. THE SITE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTIONSUCH THAT SEDIMENTATION SHALL NOT AFFECT ROADS/HIGHWAYS AND THEIRDRAINAGE SYSTEM, NEIGHBORING PROPERTIES, WETLANDS AND REGULATORYPROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, ORDIRECT DEPOSIT. DESIGNATED ACCESS DRIVES MUST BE USED TO THE MAXIMUMEXTENTS POSSIBLE.2. A QUALIFIED

C-4.1-4.2 Grading and Drainage Plan 1 and 2 October 5, 2020 C-5.0 Erosion and Sediment Control Plan - Overall October 5, 2020 C-5.1-5.2 Erosion and Sediment Control Plan 1 and 2 October 5, 2020 C-6.1-6.2 Site Details October 5, 2020 19-119 Property Survey December 19, 2019 L-1.1 Planting Plan Notes and Details October 5, 2020 Licensed Land Surveyor