SIAMESE CONNECTION

ACCESSIBLE CURB RAMP

ACCESSIBLE PARKING

VAN-ACCESSIBLE PARKING

COMPACT PARKING STALLS

DOUBLE YELLOW LINE

STOP LINE

CROSSWALK

PARKING COUNT

MAJOR CONTOUR

MINOR CONTOUR

STREAM / POND / WATER COURSE

HAY BALES

SILT FENCE

DETENTION BASIN

RETAINING WALL

STOCKADE FENCE

STONE WALL

FENCE

TREE LINE

WIRE FENCE

PATH

WOOD GUARDRAIL

STEEL GUARDRAIL

GUY WIRE & ANCHOR

MATCHLINE

GUY POLE

HAND HOLE

PULL BOX

ELECTRIC MANHOLE

POST INDICATOR VALVE

TRANSFORMER PAD

TELEPHONE MANHOLE

UTILITY POLE

LIGHT POLE

ELECTRIC METER

WATER WELL

GAS GATE

GAS METER

FIRE HYDRANT

WATER METER

EXTRUDED CONCRETE CURB

BUILDING ENTRANCE

BOLLARD

DOUBLE SIGN

DUMPSTER PAD

SIGN

BUILDING

LOADING DOCK

MONOLITHIC CONCRETE CURB

PRECAST CONC. CURB

LIMIT OF CURB TYPE

SLOPED GRAN. EDGING

SAWCUT

VERT. GRAN. CURB

EDGE OF PAVEMENT

BITUMINOUS CURB

CURB AND GUTTER

CONCRETE CURB

GRAVEL ROAD

BITUMINOUS BERM

WETLAND LINE WITH FLAG

LIMIT OF DISTURBANCE

FLOODPLAIN

Exist. Prop.

RIGHT-OF-WAY/PROPERTY LINE

CONSTRUCTION LAYOUT

TOWN LINE

ZONING LINE

BASELINE

BUILDING SETBACK

EASEMENT

PROJECT LIMIT LINE

PROPERTY LINE

DOUBLE CATCH BASIN

SEWER MANHOLE

FLARED END SECTION

CURB STOP & BOX

TAPPING SLEEVE, VALVE & BOX

WATER VALVE & BOX

HEADWALL

DRAIN MANHOLE

PLUG OR CAP

TRENCH DRAIN

CLEANOUT

CATCH BASIN

GUTTER INLET

MONITORING WELL

DOMESTIC WATER

FIRE PROTECTION

ELECTRIC

CABLE TV

FIRE ALARM

TELEPHONE

GAS

ROOF DRAIN

SEWER

OVERHEAD WIRE

WATER

DRAIN

UNDERDRAIN

CONSTRUCTION EXIT

HEAVY DUTY PAVEMENT

CONCRETE

TOP & BOTTOM OF WALL ELEVATION

TOP OF CURB ELEVATION

BORING LOCATION

TEST PIT LOCATION

BOTTOM OF CURB ELEVATION

SPOT ELEVATION

Prop.Exist.

RIPRAP

STEAM

FORCE MAIN

ABAN ABANDON

ACR ACCESSIBLE CURB RAMP

ADJ ADJUST

APPROX APPROXIMATE

BIT BITUMINOUS

BS BOTTOM OF SLOPE

BWLL BROKEN WHITE LANE LINE

CONC CONCRETE

DYCL DOUBLE YELLOW CENTER LINE

EL ELEVATION

ELEV ELEVATION

EX EXISTING

FDN FOUNDATION

FFE FIRST FLOOR ELEVATION

GRAN GRANITE

GTD GRADE TO DRAIN

LA LANDSCAPE AREA

LOD LIMIT OF DISTURBANCE

MAX MAXIMUM

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

PERF PERFORATED

PROP PROPOSED

REM REMOVE

RET RETAIN

R&D REMOVE AND DISPOSE

R&R REMOVE AND RESET

SWEL SOLID WHITE EDGE LINE

SWLL SOLID WHITE LANE LINE

TS TOP OF SLOPE

TYP TYPICAL

CB CATCH BASIN

CMP CORRUGATED METAL PIPE

CO CLEANOUT

DCB DOUBLE CATCH BASIN

DMH DRAIN MANHOLE

CIP CAST IRON PIPE

COND CONDUIT

DIP DUCTILE IRON PIPE

FES FLARED END SECTION

FM FORCE MAIN

F&G FRAME AND GRATE

F&C FRAME AND COVER

GI GUTTER INLET

GT GREASE TRAP

HDPE HIGH DENSITY POLYETHYLENE PIPE

HH HANDHOLE

HW HEADWALL

HYD HYDRANT

INV INVERT ELEVATION

I= INVERT ELEVATION

LP LIGHT POLE

MES METAL END SECTION

PIV POST INDICATOR VALVE

PWW PAVED WATER WAY

PVC POLYVINYLCHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

R= RIM ELEVATION

SMH SEWER MANHOLE

TSV TAPPING SLEEVE, VALVE AND BOX

UG UNDERGROUND

UP UTILITY POLE

PARKING SETBACK

SILT SOCK / STRAW WATTLE

Legend AbbreviationsGeneral

Utility

BUILDINGS

100-YEAR FLOOD LIMITS

General

1. 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.

3. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.

4. UPON 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.

5. AREAS 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.

6. 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.

10. 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.

11. STAGING AND STOCKPILE AREAS SHALL NOT BE LOCATED WITHIN ANY WETLAND AND ABUTTINGRESOURCE AREA AND SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE.

Utilities

1. THE 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.

2. WHERE 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.

3. THE 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.

4. CONTRACTOR 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.

5. CONTRACTOR 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.

Layout and Materials

1. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURINGCONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.

2. PRIOR 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.

3. FINAL LAYOUT SUBJECT TO CONDITIONS ENCOUNTERED IN THE FIELD.

Demolition

1. 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. UNLESS 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.

Erosion Control

1. PRIOR 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.

6. VEGETATIVE SLOPE STABILIZATION WILL BE IMPLEMENTED WITHIN 14 DAYS AFTER GRADING ORCONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. VEGETATIVE SLOPE

STABILIZATION 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.

Existing Conditions Information

1. 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 ON

TOPOGRAPHY: ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988.

Document Use

1. THESE 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.

Notes

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Appvd.DateRevisionNo.

\\vhb\gbl\proj\Wethersfield\42518.01\cad\ld\Planset\42518.01-LG.dwg

vhb.com

Date

Photovoltaic InstallationRockville RoadEast Windsor, Connecticut

Application

Not Approved for Construction

May 29, 2020

42518.01


13

JDW SJK

SJK10/5/2020CSC Comments1

Legend andGeneral Notes

C-11

ROCKVILLE ROAD

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LIMIT OF WORK

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SHEET X-.1 SHEET X-.2

MATCHLINES

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Date


Application


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42518.01


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JDW SJK


Feet2001000 50

Key Plan

C-22

KeyNot To Scale

C-3.1 C-3.2

ROCKVILLE ROAD

BA

RB

ER H

ILL RO

AD

ROCKVILLE ROAD

APPROXIMATE EXISTING TREELINE

APPROXIMATE LOCATIONOF EXISTING FARM ROADS



LIMIT OF WORK

LIMIT OF WORK

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42518.01


13

JDW SJK


Feet2001000 50

PROJECT INFORMATION

C-3.1 C-3.2

Layout andMaterials Plan - Overall

C-3.03

PARCEL SIZE: ±54 ACRES

ZONE DESIGNATION: A-1 Agricultural/Residential

LIMITS OF WORK: ±32 ACRES

AREA OF PROPOSED TREE CLEARING: 0 ACRES

PROPOSED NUMBER OF PANELS: 19,968

PANEL TYPE: CANADIAN SOLAR CS3W-395PB-AG

ROW SPACING: ±14.6' CLEAR

TILT ANGLE: 30°

INVERTER TYPE: SOLECTRIA XGI-1500 125/125, 166/166

SYSTEM POWER: 7.89 MW-DC / ±5.00 MW-AC

ZONE R-3

ZONE A-1



>100' TONEAREST TREECOVER - NOCLEARING ISPROPOSED

>100

' TO

NEA

REST

TREE

CO

VER

- NO

CLEA

RIN

G IS

PRO

POSE

D

>100

' TO

NEA

REST

TREE

CO

VER

- NO

CLEA

RIN

G IS

PRO

POSE

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LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

30.7'

76'

E

E E E E E E E E E E E E E E

E E E E E E E E E E E E E E

PERMANENTSTORMWATER BASIN 1


PROPOSED 14.6'WIDE GRAVELACCESS DRIVE (TYP)

7' HIGHCHAINLINKFENCING (TYP)



SOLAR PANELS (TYP) SOLAR PANELS (TYP)

AREAS WITHIN LIMIT OFWORK SHALL BE SEEDEDWITH SOLAR FARM SEEDMIX AT INTERVALSPRESCRIBED INCONSTRUCTION SEQUENCE.

AREAS WITHIN LIMIT OFWORK SHALL BE SEEDEDWITH SOLAR FARM SEEDMIX AT INTERVALSPRESCRIBED INCONSTRUCTION SEQUENCE.

PROPOSED RIPRAPSPILLWAY 1. REFERTO SIZING TABLEFOR DIMENSIONS


PROPOSEDEQUIPMENT ATOPCONCRETE PAD

CONTRACTORPARKING/STAGING AREA

PROPOSED DOUBLECHAINLINK FENCE GATE

14.6

'

14.6

'

14.6

'

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Feet100500 25

C-3.1 C-3.2

Layout andMaterials Plan

C-3.14

BA

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ROCKVILLE ROAD



>100

' TO

NEA

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CO

VER

- NO

CLEA

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POSE

D

LIMIT OF WORK

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PROPOSED METER ANDRISER POLE (TYP)

E E E E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E E E E E E E E E E

E E E E E E E E

E

E

PROPOSED SWITCHGEARREFER TO PLANS BY OTHERS

>100' TO NEARESTTREE COVER - NO

CLEARING ISPROPOSED

EXISTING ENTRANCEDRIVE TO BE IMPROVEDWITH CRUSHED STONE.









SOLAR PANELS (TYP)


AREAS WITHIN LIMIT OF WORKSHALL BE SEEDED WITH SOLAR FARMSEED MIX AT INTERVALS PRESCRIBEDIN CONSTRUCTION SEQUENCE.



EXISTING BARNTO REMAIN

EXISTING BARNTO REMAIN

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Feet100500 25

C-3.1 C-3.2

Layout andMaterials Plan

C-3.25

ROCKVILLE ROAD

BA

RB

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ILL RO

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ROCKVILLE ROAD





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13

JDW SJK


Feet2001000 50

KeyNot To Scale

C-3.1 C-3.2

Grading andDrainage Plan - Overall

C-4.06

ADDITIONAL NOTES

NO REGRADING WITHIN LIMITS OF SOLAR ARRAY ISPROPOSED WITH THE EXCEPTION OF PERMANENT SWALESOR PERMANENT STORMWATER BASINS



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PERMANENT SWALE 1-1.REFER TO SIZING TABLEFOR DIMENSIONS.

APPROXIMATE OUTLINE OF PROPOSEDLIMITS OF FILLING USING ON-SITEEXCAVATED MATERIAL TO DEPTHS NOTEXCEEDING ONE FOOT, IN THE EVENTTHAT EXCESS MATERIAL IS NOTHANDLED BY THE LAND OWNER

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KeyNot To Scale

C-4.1 C-4.2

Grading andDrainage Plan

C-4.17

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EXISTING 15' RCPCULVERT UNDER ROADINV.=±201.0

PROPOSEDRIPRAPARMORING




PERMANENT ROADSIDESWALE OFFSET 10 FEETCLEAR FROM PAVEDEDGE. REFER TO SIZINGTABLE FOR DIMENSIONS.

PROPOSED 15' RCP TOBE INSTALLED BENEATHEXISTING DIRT PATH -CONNECT ROADSIDESWALE TO INLETINV.=±202.0


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JDW SJK


Feet100500 25

KeyNot To Scale

C-4.1 C-4.2

Grading andDrainage Plan

C-4.28

ROCKVILLE ROAD

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ROCKVILLE ROAD





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\\vhb\gbl\proj\Wethersfield\42518.01\cad\ld\Planset\42518.01-ER.dwg

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Date


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13

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Feet2501250 62.5

KeyNot To Scale

ALL 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 CONSTRUCTION

SUCH 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 INSPECTOR SHALL BE ASSIGNED TO BE RESPONSIBLE FOR PERFORMINGINSPECTIONS AND PREPARING REPORTS IN ACCORDANCE WITH SECTION 5(B)(4)(B) OFTHE CONSTRUCTION GENERAL PERMIT. IT IS ALSO ANTICIPATED THATREPRESENTATIVES FROM CTDEEP AND/OR THE STATE CONSERVATION DISTRICT WILLPERFORM PERIODIC INSPECTIONS.

3. ENGINEER OF RECORD SHALL PERFORM THREE (3) MONTHLY PLAN IMPLEMENTATIONINSPECTIONS WITHIN THE FIRST 90 DAYS OF CONSTRUCTION ACTIVITY, AS REQUIREDBY CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION.

4. THROUGHOUT THE COURSE OF THE CONSTRUCTION PROJECT, ADDITIONAL SEDIMENTAND EROSION CONTROL MEASURES MAY BE WARRANTED AT THE DISCRETION OF THEQUALIFIED INSPECTOR AND/OR DESIGN ENGINEER. THESE IMPROVEMENTS MUST BEIMPLEMENTED IN A TIMELY FASHION IN ACCORDANCE WITH THE REQUIREMENTS OFTHE CONSTRUCTION GENERAL PERMIT. ADDITIONALLY, AREAS OF PROPOSEDCOMPACTED NATIVE SOIL ROADS SHALL BE CONVERTED TO STABLE GRAVEL ROADSIF/AS DETERMINED BY THE QUALIFIED INSPECTOR OR ENGINEER OF RECORD.

5. PRIOR TO CONSTRUCTION, THE APPLICANT SHALL PROVIDE THE TOWN OF EASTWINDSOR WITH THE NAME OF CONTACT AND 24-HOUR CONTACT INFORMATION.

6. CONTRACTOR SHALL ADHERE TO 2002 CONNECTICUT GUIDELINES FOR EROSION ANDSEDIMENT CONTROL, AS AMENDED.

7. THE CONTRACTOR SHALL FLAG THE LIMITS OF CLEARING NECESSARY TO FACILITATETHE PRE-CONSTRUCTION MEETING.

8. THE CONTRACTOR SHALL HOLD PRE-CONSTRUCTION MEETING(S). ATTENDEES SHALLINCLUDE, BUT NOT BE LIMITED TO, REPRESENTATIVES OF THE GENERAL CONTRACTOR,SITE CONTRACTOR, CTDEEP, TOWN OF EAST WINDSOR, ENGINEER OF RECORD, ANDQUALIFIED SWPPP INSPECTOR.

9. THE CONTRACTOR SHALL CONTACT CALL-BEFORE-YOU-DIG (1-800-922-4455) PRIORTO ENGAGING IN ANY EXCAVATION ACTIVITIES AT THE SITE.

10. THE CONTRACTOR SHALL NOTIFY THE TOWN OF EAST WINDSOR AGENT, ZONINGENFORCEMENT OFFICER, AND ENGINEERING DEPARTMENT, 48 HOURS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.

11. NO CONSTRUCTION OF SITE IMPROVEMENTS MAY BEGIN UNTIL THE PROPER EROSIONCONTROL MEASURES SERVING THE AREA TO BE DISTURBED ARE IN PLACE.

12. ANTICIPATED WORK HOURS WILL BE BETWEEN 6:30 AM AND 5:00 PM.

PRE-CONSTRUCTION SITE PROTECTION SEQUENCE1. INSTALL STABILIZED VEHICLE CONSTRUCTION EXIT AT THE EXISTING ROAD

INTERSECTING WITH BARBER HILL ROAD.2. ACCESS ROADS SHALL BE DESIGNATED AS EARLY AS FEASIBLE AND USED PRIMARILY

FOR CONSTRUCTION TRAFFIC.3. INSTALL ENTRENCHED SILT FENCE FOLLOWING STANDARDS OF THE 2002

CONNECTICUT 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.

CONSTRUCTION SEQUENCE1. PERFORM MASS EARTHWORK ON THE SITE AND INSTALL PERIMETER FENCE TO SERVE

AS 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 ONE

WEEK STARTING FROM THE SAME POINT.5. RESEED AND REGRADE ALL AREAS DISTURBED BY CONSTRUCTION TRAFFIC WITHIN THE

ARRAYS 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.

CONSTRUCTION SEQUENCING

C-5.1 C-5.2

Erosion and SedimentControl Plan - Overall

C-5.09



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SILT FENCE(TYP)

INSTALL EROSIONCONTROL BLANKETS ONINSIDE SIDE SLOPES OFSTORMWATER BASIN (TYP)

50 LF COMPOSTFILTER SOCK (TYP)


INSTALL E-FENCE IN LIEUOF SILT FENCE ATSPILLWAY OF BASIN (TYP) INSTALL E-FENCE IN LIEU

OF SILT FENCE ATSPILLWAY OF BASIN (TYP)

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42518.01


13

JDW SJK


Feet100500 25

KeyNot To Scale

C-5.1 C-5.2

Erosion and SedimentControl Plan

C-5.110

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±100 LF CRUSHED STONECONSTRUCTION ENTRANCE TO BEMAINTAINED THROUGHOUTCONSTRUCTION

SILT FENCE(TYP)



50 LF COMPOSTFILTER SOCK (TYP)

INSTALL E-FENCE IN LIEUOF SILT FENCE ATSPILLWAY OF BASIN (TYP)

INSTALL E-FENCE IN LIEUOF SILT FENCE ATSPILLWAY OF BASIN (TYP)

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42518.01


13

JDW SJK


Feet100500 25

KeyNot To Scale

C-5.1 C-5.2

Erosion and SedimentControl Plan

C-5.211

Section

Elevation

Note:

7' Chain Link FenceN.T.S.

Notes:

Chain Link Fence GateN.T.S.

Danger and Site Facility SignsN.T.S.

Notes:

PHOTOVOLTAIC INSTALLATIONSite Location: Rockville Road, East Windsor, CT 06016

Owner: Greenskies Clean Energy, LLCAttn: Christopher Ross

180 Johnson StreetMiddletown, CT 06457

IN CASE OF EMERGENCY CALL 911EAST WINDSOR POLICE DEPARTMENT - (860) 292-8240

E-Fence Installation DetailsN.T.S. Source: Ertec Environmental Systems

Cross Section of Panel ArrayN.T.S.

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\\vhb\gbl\proj\Wethersfield\42518.01\cad\ld\Planset\42518.01-DT.dwg

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com

Date


Application


May 29, 2020

42518.01


13

JDW SJK


Site Details

C-6.112

Plan View

Cross-section

Notes:

Stabilized Construction ExitN.T.S.

Erosion Control Blanket Swale InstallationN.T.S.

Silt Fence BarrierN.T.S. Source: VHB LD_650

1/16

PROTECTEDAREA

WORKAREA

FLOW

AB A

B

WOOD STAKEJOINT DETAIL

STAPLE

STAPLE1' (M

IN.)

PLACE 4" OF FABRICALONG TRENCH AWAYFROM PROTECTED AREABACKFILL AND COMPACT

4" EMBEDMENT(MIN.)

TOP OFGROUND

4'(MAX.)

1 12" X 1 12" X 4' WOOD STAKEOR APPROVED EQUAL

SILT FENCE

Diversion SwaleN.T.S. Source: VHB

31

COMPACTEDRIDGE

BOTTOM WIDTH(VARIES)

SWAL

E D

EPTH

(VAR

IES)

NOTE:1. ALL SIDE SLOPES SHALL NOT EXCEED 3:12. REFER TO "DIVERSION SWALE SIZING" TABLE FOR SELECTION OF LINING MATERIAL TO BE INSTALLED OVER

ENTIRE SWALE AREA.3. REFER TO "DIVERSION SWALE SIZING" TABLE FOR VARIABLE SIZING.4.THE INTENT IS TO USE THE MATERIAL EXCAVATED FROM THE SWALE TO CONSTRUCT THE RIDGE.

RID

GE H

EIGH

T(V

ARIE

S)

31

1' (MIN.)

SWALE

Temporary Sediment Trap (TST)N.T.S. Source: VHB

NOTE:1. ALL SIDE SLOPES SHALL NOT EXCEED 3:12. SIDE SLOPES OF EMBANKMENT SHALL BE STABILIZED BY TEMPORARY SEEDING OR EROSION CONTROL

BLANKETS AS DIRECTED BY THE ENGINEER.3. TRAP SHALL BE DRAINED AND CLEANED OF SEDIMENT ONCE SEDIMENT IS > 1' ABOVE TRAP BOTTOM.

Trap Cross Section

Sizing Tables for Temporary & Permanent Stormwater FeaturesN.T.S. Source: VHB

Stormwater Basin SpillwayN.T.S. Source: VHB

NOTE:1. ALL SIDE SLOPES SHALL NOT EXCEED 2:12. TOP OF EMBANKMENT SHALL BE 2' (MIN.) WIDTH AND 1' (MIN.) ABOVE TOP OF SPILLWAY.3. SIDE SLOPES OF EMBANKMENT SHALL BE STABILIZED BY TEMPORARY SEEDING OR EROSION CONTROL

BLANKETS AS DIRECTED BY THE ENGINEER.4. REFER TO "PERMANENT STORMWATER BASIN SIZING" TABLE FOR VARIABLE SIZING.5. PERIMETER SILT FENCE SHALL BE REMOVED IMMEDIATELY DOWNSTREAM FROM SPILLWAY.

Spillway Cross Section

Notes:

Compost Filter Sock (CFS)N.T.S.

Straw Wattle InstallationN.T.S.

NOTE:1. ALL SIDE SLOPES SHALL NOT EXCEED 3:12. TOP OF EMBANKMENT SHALL BE 2' (MIN.) WIDTH AND 1' (MIN.) ABOVE TOP OF SPILLWAY.3. SIDE SLOPES OF EMBANKMENT SHALL BE STABILIZED BY TEMPORARY SEEDING OR EROSION CONTROL

BLANKETS AS DIRECTED BY THE ENGINEER.4. REFER TO "PERMANENT STORMWATER BASIN SIZING" TABLE FOR VARIABLE SIZING.5. PERIMETER SILT FENCE SHALL BE REMOVED IMMEDIATELY DOWNSTREAM FROM SPILLWAY AND

REPLACED WITH E-FENCE.

Basin Cross Section

Permanent Stormwater BasinN.T.S. Source: VHB

Notes:

Perimeter Access Cross SectionN.T.S.

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\\vhb\gbl\proj\Wethersfield\42518.01\cad\ld\Planset\42518.01-DT.dwg

vhb.

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Date


Application


May 29, 2020

42518.01


13

JDW SJK


Site Details

C-6.213

site plans - connecticut

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