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PlansheetsPATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Cover Sheet and General Notes.dwgCOPYRIGHT © BY BEALS ASSOCIATES INC. - ALL RIGHTS RESERVEDPLANS TO ACCOMPANY PERMIT DOCUMENTSFORSYNCARPHA NORTHHAMPTONSOLAR PROJECTPARK HILL ROADNORTHAMPTON, MASSACHUSETTSAUGUST 17, 2018PREPARED BYCIVIL ENGINEERBEALS ASSOCIATES, INC.2 PARK PLAZASUITE 200BOSTON, MA 02116T.617.242.1120LAND SURVEYORNORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302EASTHAMTPON, MA 01027T.413.203.5144PROJECT PARCEL SITECITY OF NORTHAMPTON ASSESSOR'S MAP DATA TAX MAP PARCEL42, 49 012INDEXSHEET I.D.TITLELAST REVISEDC0.0COVER SHEET2018.08.17C0.1GENERAL NOTES AND LEGEND2018.08.17C1.0ALTA/NSPS LAND TITLE SURVEY OF PLAN OF LAND2018.05.31C1.1PLAN OF LAND2018.08.08C1.2PROJECT VICINITY PLAN2018.08.17C1.3PROJECT SITE EXISTING CONDITIONS PLAN2018.08.17C2.0SITE PLAN2018.08.17C3.0GRADING AND DRAINAGE PLAN2018.08.17C4.0EROSION AND SEDIMENTATION CONTROL PLAN2018.08.17 C5.0ROADWAY PROFILES2018.08.17C6.0ROADWAY CROSSING PLAN AND SECTION2018.08.17C7.0SITE DETAILS2018.08.17C7.1EROSION CONTROL AND STORMWATER DETAILS 2018.08.17C7.2EROSION CONTROL AND STORMWATER DETAILS2018.08.17C7.3SOLAR DETAILS2018.08.17C7.4SOLAR DETAILS2018.08.17APPLICANTSYNCARPHA SOLAR, LLC250 W. 57TH STREET, SUITE 701NEW YORK, NY 10107T.212.419.4840ATTN: KEITH AKERSI HEREBY ACKNOWLEDGE THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTSUPERVISION AND THAT I AM REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS TO PRACTICE AS APROFESSIONAL ENGINEER.TODD P. MOREY, P.E. 48865 CIVILREVISIONDATE2 PARK PLAZA SUITE 200 BOSTON, MA 02116PHONE: 617-242-1120sPLANNING sENGINEERINGsPERMITTING sMANAGEMENTOWNERKENNETH C. & JOHN H. BURT& JKB FARMS, INC.41 SCHOOL STREETHATFIELD MA, 01038Project No. C-991.02Original Issue Date:August 17, 2018PERMITSLOCAL GOVERNING BODYSTATUSANR SUBDIVISIONPLANNING BOARDTO BE FILEDNORTHAMPTON CITY HALL210 MAIN STREET ROOM #11NORTHAMPTON MA, 01060ATTN: WAYNE FEIDENZONING PERMITBUILDING DEPARTMENTTO BE FILEDNORTHAMPTON CITY HALL212 MAIN STREETNORTHAMPTON MA, 01060ATTN: LOUIS HASBROUCKSTORMWATER MANAGEMENT PERMITCITY OF NORTHAMPTONTO BE FILEDDEPARTMENT OF PUBLIC WORKS125 LOCUST STREETNORTHAMPTON, MA 01060ATTN: DONNA LASCALEIASITE PLAN REVIEW CITY OF NORTHAMPTON PLANNING & SUSTAINABILITYTO BE FILEDNORTHAMPTON CITY HALL210 MAIN STREET ROOM #11NORTHAMPTON MA, 01060ATTN: WAYNE FEIDENNOTICE OF INTENT (NOI) CITY OF NORTHAMPTON CONSERVATION COMMISSIONTO BE FILEDNORTHAMPTON CITY HALL210 MAIN STREET ROOM #11NORTHAMPTON MA, 01060ATTN: SARAH LAVALLEYBUILDING PERMIT BUILDING DEPARTMENT TO BE FILEDNORTHAMPTON CITY HALL212 MAIN STREET ROOM #NORTHAMPTON MA, 01060ATTN: LOUIS HASBROUCKSCALE1"=500'PARK HILL RD.PROJECTSITEGLENDALE ROAD NORTHAMPTONEASTHAMPTON This drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights Reserved Designed by:Checked by:Proj. No.: C-991.02Drawing Scale:Sheet TitleSheet NumberSyncarpha Northampton Solar Project Park Hill Road Northampton, MA 2 PARK PLAZA SUITE 200 BOSTON, MA 02116 PHONE: 617-242-1120 sPLANNING sENGINEERING sPERMITTING sMANAGEMENTNot for ConstructionPermit DrawingsIssue Date: 18.08.17No.Revision Date Syncarpha Solar, LLC 250 W 57th Street, Suite 701 New York, NY This drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights Reserved Designed by:Checked by:Proj. No.: C-991.02Drawing Scale:Sheet TitleSheet NumberSyncarpha Northampton Solar Project Park Hill Road Northampton, MA 2 PARK PLAZA SUITE 200 BOSTON, MA 02116 PHONE: 617-242-1120 sPLANNING sENGINEERING sPERMITTING sMANAGEMENTNot for ConstructionPermit DrawingsIssue Date: 18.08.17No.Revision Date Syncarpha Solar, LLC 250 W 57th Street, Suite 701 New York, NYPATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Cover Sheet and General Notes.dwgPlotted by Devin Howe on August 15, 2018GENERAL NOTESAND LEGENDC0.1TPMGENERAL NOTES:1.NO DRAWINGS ISSUED ELECTRONICALLY SHALL BE USED FOR CONSTRUCTIONPURPOSES. ALL ELECTRONIC MEDIA IS PROVIDED OUT OF COURTESY ONLY ANDMAY NOT BE USED FOR PUBLICATION, DISTRIBUTION OR ADAPTATION WITHOUTEXPRESS WRITTEN CONSENT FROM BEALS ASSOCIATES, INC.2.THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEASTFORTY-EIGHT (48) HOURS IN ADVANCE OF ANY ROADWORK OR MUNICIPALCONSTRUCTION.3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR THEELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES, SURVEY INFORMATION BY THEPROJECT SURVEYOR, AND MEASUREMENTS TAKEN IN THE FIELD WHEREPOSSIBLE. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT ORCOMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITYCOMPANIES AND DIGSAFE (1-888-DIG-SAFE) AT LEAST 72 HOURS PRIOR TO ANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THECONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS TO MARKOUT ALL TOWN OWNED UTILITIES 72 HOURS PRIOR TO ANY CONSTRUCTION. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGUTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ONTHE PLAN. THE CONTRACTOR SHALL NOT RELOCATE ANY TOWN OWNED UTILITYWITHOUT PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. ALLUTILITY WORK WITHIN THE RIGHT OF WAY SHALL BE PERFORMED BY A LICENSEDDRAIN LAYER UNDER THE SUPERVISION OF THE DEPARTMENT OF PUBLICWORKS.4.MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNTIMPORTANCE, AND THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITHALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. ADDITIONALEROSION CONTROL MEASURES SHALL BE INSTALLED AS DEEMED NECESSARY BYONSITE INSPECTIONS BY THE OWNER OR THEIR REPRESENTATIVES AND THEMUNICIPAL CODE ENFORCEMENT OFFICER AT NO ADDITIONAL COST TO THEOWNER.5.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE TOWNSPECIFICATIONS, MASSACHUSETTS DEPARTMENT OF TRANSPORTATIONSPECIFICATIONS, MASSACHUSETTS DEPARTMENT OF ENVIRONMENTALPROTECTION STANDARDS, AWWA STANDARDS AND OTHER RELATED INDUSTRYSTANDARDS.6.THIS PROJECT IS SUBJECT TO ALL TERMS AND CONDITIONS OF ALL REGULATIONSADMINISTERED BY THE MASSACHUSETTS ENVIRONMENTAL POLICY ACT,MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION,MASSACHUSETTS DEPARTMENT OF TRANSPORTATION, HIGHWAY DIVISION, LOCALUTILITY COMPANIES AND MUNICIPAL OFFICIALS.7.THE CONTRACTOR SHALL REVIEW ALL RELEVANT FEDERAL, STATE ANDMUNICIPAL PERMITS ASSOCIATED WITH THIS PROJECT. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO CERTIFY THAT ALL RELEVANTREQUIREMENTS REGARDING CONSTRUCTION, TESTING, AND REPORTING OF THEPERMITS HAVE BEEN MET AND THE PROJECT HAS BEEN CONSTRUCTED INCOMPLIANCE WITH THESE PORTIONS OF THE PERMITS.8.ALL SIGNAGE SHALL CONFORM TO THE STANDARDS FOR SIZE, HEIGHT,LOCATION, AND REFLECTIVITY SET FORTH IN THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MUTCD), LATEST EDITION.9.THESE PLANS AND SPECIFICATIONS ARE INTENDED TO BE EXPLANATORY OF THEWORK TO BE COMPLETED AND OF EACH OTHER. SHOULD ANY OMISSION,ERROR, OR DISCREPANCIES APPEAR, THEY SHALL BE SUBJECT TO CORRECTIONAND INTERPRETATION BY THE DESIGN ENGINEER, THEREBY DEFINING ANDFULFILLING THE INTENT OF THE PLANS.10.NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES IN THEDOCUMENTS. WORK THAT PROCEEDS WITHOUT NOTIFYING THE ENGINEER IS ATTHE CONTRACTOR'S OWN RISK. COSTS OF ANY CHANGES REQUIRED BY THEENGINEER OF SAID WORK SHALL BE SOLELY BORNE BY THE CONTRACTOR.11.WHERE THE EXISTING UTILITIES ARE FOUND TO CONFLICT WITH THE PROPOSEDWORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BEACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THEINFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THECONFLICT.12.ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELDVERIFIED PRIOR TO CONSTRUCTION ACTIVITIES.13.ALL MATERIAL SCHEDULES SHOWN ON THE PLANS ARE FOR GENERALINFORMATION ONLY. THE CONTRACTOR SHALL PREPARE HIS OWN MATERIALSCHEDULES BASED ON HIS PLAN REVIEW. ALL SCHEDULES SHALL BE VERIFIEDIN THE FIELD BY THE CONTRACTOR PRIOR TO ORDERING MATERIALS ORPERFORMING WORK.14.ALL WORK SHALL BE PERFORMED WITH THE HIGHEST STANDARDS OF THEINDUSTRY.15.THE CONTRACTOR SHALL DISPOSE OF HAZARDOUS MATERIALS ANDCONSTRUCTION BY-PRODUCTS IN COMPLIANCE WITH LOCAL, STATE, ANDFEDERAL LAWS.16.THE CONTRACTOR SHALL AT ALL TIMES KEEP THE SITE CLEAR OF ACCUMULATEDWASTE MATERIALS OR RUBBISH GENERATED BY THEIR ACTIVITIES. UPONCOMPLETION OF WORK, ALL DEBRIS, SUPPLIES, AND EQUIPMENT SHALL BEREMOVED.17.THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE ALL BASE BUILDINGCONDITIONS PRIOR TO COMMENCING WORK.18.PRIOR TO CONSTRUCTION, CONTRACTORS SHALL SUBMIT A JOB SCHEDULE TO BEDISCUSSED AND PERFORMED IN ACCORDANCE WITH TARGET DATES PROVIDEDAND SUBJECT TO OWNER APPROVAL.19.UNLESS OTHERWISE NOTED, WRITTEN DIMENSIONS TAKE PRECEDENCE OVERSCALED DIMENSIONS.20.LATERAL DISTANCE TO ALL BUFFER ZONES AND CRITICAL AREAS TO BE VERIFIEDPRIOR TO CONSTRUCTION ACTIVITIES.21.AT THE PERIMETER OF NEW CONSTRUCTION ACTIVITIES, THE PROPOSEDCONDITION SHALL MEET WITH THE EXISTING CONDITIONS UNLESS OTHERWISENOTED.22.AREAS OUTSIDE OF THE LIMIT OF WORK DISTURBED BY THE CONTRACTOR'SOPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINALCONDITION AT THE CONTRACTOR'S EXPENSE.23.PROPOSED UTILITIES INSTALLED BY PRIVATE UTILITY COMPANIES, SUCH AS GAS,ELECTRIC AND TELEPHONE, SHALL BE SUBJECT TO ALTERATION ANDADJUSTMENT. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTIONCOORDINATION WITH THE INSTALLERS.24.UNLESS OTHERWISE NOTED, LOAM AND SEED ALL DISTURBED AREAS.25.SEDIMENT DEPOSITED IN ANY DRAINAGE SYSTEM SHALL BE REMOVED BY THECONTRACTOR UPON COMPLETION OF CONSTRUCTION ACTIVITIES.26.EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLEDDOWN-GRADIENT OF THE LIMIT OF WORK AND/OR AS SHOWN ON THE PLANS ASNECESSARY.27.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION.EROSION CONTROL SHALL DENOTE THE LIMIT OF WORK UNLESS OTHERWISENOTED.28.ALL PROPOSED WORK AND MATERIALS LOCATED WITHIN THE PUBLIC RIGHT OFWAY SHALL CONFORM TO THE CITY/TOWN STANDARDS AND REGULATIONS. ASTREET OPENING PERMIT SHALL BE OBTAINED FOR ALL SUCH WORK ASNECESSARY.29.ALL DIMENSIONING UNLESS OTHERWISE NOTED IS TO THE FACE OF CURB, EDGEOF PAVEMENT OR FACE OF BUILDING.30.ANY DISCREPANCIES IN EXISTING CONDITIONS WILL BE REPORTED BY THECONTRACTOR TO THE DESIGN ENGINEER PRIOR TO ADDITIONAL CONSTRUCTIONACTIVITIES.31.TOPOGRAPHY SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.32.AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLEAT THE CONSTRUCTION SITE.33.ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY RESULTING FROMCONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NOEXPENSE TO THE OWNER.34.PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE PROPERLYPROTECTED AT ALL TIMES DURING CONSTRUCTION TO ENSURE INTEGRITY. IFDISTURBED, THEY SHALL BE REPLACED BY A REGISTERED SURVEYOR AT THECONTRACTOR’S EXPENSE.ZONING COMPLIANCE DATAREFERENCE: ZONING BYLAW OF THE CITY OF NORTHAMPTON, MAZONE: WATER SUPPLY PROTECTION DISTRICT (WSP) & SPECIAL CONSERVANCY DISTRICT (SC)*SINGLE FAMILY DIMENSIONAL REQUIREMENTSCRITERIAREQUIREDPROVIDEDWSPSCMINIMUM LOT SIZE80,000 S.F.40,000 S.F.810,792 S.F.MINIMUM LOT FRONTAGE175 FT.175 FT.1,167.90 FT.MINIMUM FRONT YARD DEPTH20 FT.40 FT.53± FT.MINIMUM REAR YARD DEPTH20 FT.50 FT.57± FT.MINIMUM SIDE YARD DEPTH15 FT.20 FT.55± FT.LEGEND:EXISTINGPROPERTY LINEABUTTING PROPERTY LINE/R.OW. LINEPROPERTY OWNER NAME, MAP AND LOT,AND BOOK AND PAGEEASEMENT LINEEDGE OF WATER/STREAM CLEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING TREELINEWETLAND LINE100' BUFFER LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING UNDERGROUND ELECTRICEXISTING OVERHEAD ELECTRICEXISTING ELEC./CABLE/TELEEXISTING SEWER LINEEXISTING DRAIN LINEEXISTING FENCEEXISTING GUARDRAILEXISTING EROSION CONTROLEXISTING PAVEMENTEXISTING BUILDINGEXISTING SHRUBEXISTING GUY WIREEXISTING DRAIN MANHOLEEXISTING SEWER MANHOLEEXISTING ELECTRIC MANHOLEEXISTING UTILITY POLEEXISTING WATER SHUT OFFEXISTING GAS SHUT OFFEXISTING CATCH BASINEXISTING FLARED ENDEXISTING STONEWALLEXISTING RIPRAPEXISTING RAILROADEXISTING HYDRANTEXISTING STREET SIGNEXISTING STREETLIGHTSURVEY CONTROL POINTFLOOD PLAINZONING LINEPERC TESTDEEP HOLE TEST PITLEGEND:PROPOSEDPROPOSED PROPERTY LINEPROPOSED EASEMENT LINEPROPOSED TREELINEPROPOSED GAS LINEPROPOSED WATER LINEPROPOSED UNDERGROUND ELECTRICPROPOSED OVERHEAD ELECTRICPROPOSED ELEC./CABLE/TELEPROPOSED SEWER LINEPROPOSED DRAIN LINEPROPOSED FENCEPROPOSED GUIDERAILPROPOSED EROSION CONTROLPROPOSED DRAIN MANHOLEPROPOSED SEWER MANHOLEPROPOSED TELECOM CABLE MANHOLEPROPOSED ELECTRIC MANHOLEPROPOSED UTILITY POLEPROPOSED WATER VALVEPROPOSED GAS SHUT OFFPROPOSED CATCH BASINPROPOSED FLARED ENDPROPOSED CONTOURPROPOSED CURBLINEPROPOSED STONEWALLPROPOSED HYDRANTPROPOSED STREET SIGNPROPOSED STREETLIGHTPROPOSED RIP-RAPPROPOSED BARRIER FREE SYMBOLPROPOSED BOLLARDPROPOSED SIGN LABELPROPOSED BUILDINGPROPOSED RIPRAP INLET/OUTLET APRONPROPOSED UNDER DRAINPROPOSED FOUNDATION DRAINPROPOSED TEST PITPROPOSED TRANSFORMER PADPROPOSED CONSTRUCTION ENTRANCEPROPOSED STONE CHECK DAMPROPOSED STONE SEDIMENT BARRIERPROPOSED GRAVEL SURFACEPROPOSED LIGHT DUTY PAVEMENTPROPOSED HEAVY DUTY PAVEMENTMAINTENANCE ROAD DESIGN STANDARDS:MAXIMUM GRADE8.0%MINIMUM GRADE1.0%MINIMUM CROSS SLOPE3.0%MAXIMUM WIDTH18 FT.MINIMUM WIDTH18 FT.MINIMUM CENTERLINE RADIUS60 FT.MINMIUM GRAVEL ROAD EDGE RADIUS15 FT.MINIMUM TOP COARSE6" MADOT M1.03.0 TYPE CMINIMUM BASE GRAVEL12" MADOT M1.03.1 SUBBASEEROSION CONTROL NOTES:THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE REQUIRED TO INSURE THEEFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AREOPTIMIZED.NOTE: FOR ALL GRADING ACTIVITIES, THE CONTRACTOR SHALL EXERCISE EXTREMECAUTION NOT TO OVEREXPOSE THE SITE BY LIMITING THE DISTURBED AREA ANDSHALL STABILIZE ANY STEEP SLOPES WITHIN 24 HOURS IF FINAL SLOPE GRADINGAND STABILIZATION WILL NOT BE COMPLETED WITHIN 7 DAYS. ANY FINAL SLOPESSHALL HAVE THE SPECIFIED EROSION CONTROL MEASURES INSTALLED WITHIN 7DAYS OF FINAL STABILIZATION.1.THE LIMIT OF WORK LINE SHOWN ON THE APPROVED PLANS WILL BE CLEARLYMARKED WITH FLAGS AND STAKES.2.INSTALL CONSTRUCTION ENTRANCE AND EROSION CONTROL MEASURES PRIORTO OPERATING HEAVY EQUIPMENT ON THE SITE.3.ANY AND ALL MATERIALS ASSOCIATED WITH THE CONSTRUCTION OF THE SOLARENERGY FACILITY SHALL BE STOCKPILED ON THE SITE.4.CLEAR AND GRUB AREAS FOR ACCESS ROADS, EMBANKMENTS AND EQUIPMENTPADS.5.SCARIFY AREAS FOR PANEL PLACEMENT AND OVER-SOW COVER CROP OFLOW-GROWING VEGETATION (I.E. ALFALFA, RED CLOVER, WHITE CLOVER, CROWNVETCH, HAIRY VETCH, BUCKWHEAT, AND BIRDSFOOT TREFOIL).6.INSTALL CONSTRUCTION AND MAINTENANCE DRIVES AS SHOWN ON PLANS.7.INSTALL 7 FOOT GALVANIZED CHAIN LINK FENCE (OR EQUAL) AS SHOWN ONPLANS.8.INSTALL SUPPORTS FOR PHOTOVOLTAIC PANELS.9.INSTALL PHOTOVOLTAIC PANELS.10.CONSTRUCT ELECTRICAL CONDUIT CONNECTING PANEL ARRAYS.11.CONSTRUCT INFRASTRUCTURE FOR THE COLLECTION OF ELECTRICITYGENERATED BY THE PHOTOVOLTAIC PANELS (I.E. INVERTERS AND TRANSFERSTATION).12.NO PESTICIDES, HERBICIDES OR FERTILIZERS WILL BE USED DURING THECONSTRUCTION OR FUTURE OPERATION AND MAINTENANCE OF THE FACILITY.13.UPON ABANDONMENT OR DISCONTINUED USE OF THE SOLAR ENERGY FACILITY,ALL SURFACE UTILITIES AND IMPROVEMENTS SHALL BE REMOVED. ALL BURIEDCONDUITS AND CABLES OVER 2 FEET BELOW GRADE WILL BE ABANDONED INPLACE. SITE CONDITIONS SHALL BE RESTORED TO PREDEVELOPMENTCONDITIONS, INCLUDING AGRICULTURAL CONDITIONS.14.REMOVE ALL ACCUMULATED SEDIMENT FROM SILT BARRIERS.15.REVIEW STABILITY OF THE SITE. REMOVAL OF EROSION CONTROL MEASURESSHALL BE PERFORMED WITHIN 30 DAYS OF ESTABLISHING PERMANENTSTABILIZATION. PERMANENT STABILIZATION IN MEADOW AREAS IS ESTABLISHEDWITH 90% CATCH OF MEADOW WITH NO EVIDENCE OF RILLING OR EROSION.THIS SEQUENCE IS APPLICABLE TO ALL PHASES OF THE PROJECT.SOIL WILL BE CONSIDERED DISTURBED IF IT DOES NOT HAVE AN ESTABLISHED STANDOF VEGETATION COVERING AT LEAST 90% OF THE SOIL SURFACE OR HAS NOT BEENMULCHED WITH HAY APPLIED AT A RATE OF 230 LB./1,000 SQ. FT.ALL DISTURBED AREAS WHERE PANEL INSTALLATION OCCURS SHALL BEREVEGETATED. IN AREAS WHERE EXISTING TOPSOIL IS THIN OR ABSENT, ADDITIONALTOPSOIL SHALL BE SPREAD TO BRING THE MINIMUM TOPSOIL DEPTH TO FOUR (4) TOSIX (6) INCHES IN TOTAL. THE SEED MIX DESCRIBED BELOW SHALL BE SPREAD AT ARATE OF 40 TO 45 POUNDS PER ACRE. PERCENTAGES LISTED BELOW ARE BY WEIGHT.·60% FLAT PEA·10% RED TOP·30% PERENNIAL RYEGRASSSEEDING SHALL BE PERFORMED WITHIN THE FOLLOWING PERIODS:·APRIL 1 TO MAY 31·AUGUST 1 TO SEPTEMBER 10·NOVEMBER 1 TO DECEMBER 15 AS DORMANT SEEDING (INCREASERATES BY 50%)SEEDING MAY BE DONE BY DRILL SEEDING, BROADCAST AND ROLLED, OR BYHYDROSEEDING. UPON COMPLETION OF SEEDING, STRAW MULCH SHALL BE APPLIEDAT 1,000 TO 1,500 POUNDS PER ACRE. IN ORDER TO ACHIEVE STABILIZED STATUS,SEED GERMINATION SHALL BE 80% TO 90%. AFTER ONE FULL GROWING SEASON, THECONTRACTOR SHALL REVIEW THE REVEGETATION EFFORTS. IN AREAS THAT FEATURELESS THAN 75% COVERAGE, THE CONTRACTOR SHALL PREPARE AND RESEED THEAREA. EROSION CONTROL BARRIERS MAY BE REMOVED ONLY UPON FULLREVEGETATION OF THE DISTURBED AREAS.PLAN NOTES:1.PROPERTY LINES AND ABUTTER PROPERTY LINES TAKEN FROM PLAN ENTITLEDALTA/NSPS TITLE SURVEY OF LAND PREPARED BY NORTHEAST SURVEYCONSULTANTS, DATED MAY 31, 2018.2.TOPOGRAPHIC AND BENCHMARK INFORMATION OBTAINED FROM PLANSENTITLED ALTA/NSPS TITLE SURVEY OF LAND PREPARED BY NORTHEAST SURVEYCONSULTANTS, DATED MAY 31, 2018. TOPOGRAPHIC INFORMATION HAS BEENSUPPLEMENTED FROM STATE OF MASSACHUSETTS GIS DATA LAYERS, LIDARIMAGERY DATED 2015. ELEVATIONS REFER TO THE NAVD 88.3.THE HORIZONTAL DATUM OF THIS PLAN IS THE MASSACHUSETTS COORDINATESYSTEM NORTH AMERICAN DATUM 1983 BASED ON RTK GPS OBSERVATIONSTAKEN ON SITE BY NORTHEAST SURVEY CONSULTANTS.4.UTILITY LOCATIONS SHOWN HERON ARE FROM OBSERVED FIELD EVIDENCE ONLYPERFORMED BY NORTHEAST SURVEY CONSULTANTS. DIG-SAFE SHALL BECONTACTED PRIOR TO ANY EXCAVATION.5.NATURAL RESOURCE DELINEATIONS FOR THE A-SERIES AND RF, HAVE BEENPERFORMED BY BEALS ASSOCIATES, INC. ON APRIL 5, 2018. DELINEATIONSWERE FIELD LOCATED BY NORTHEAST SURVEY CONSULTANTS, AND ARE SHOWNON PLANS ENTITLED ALTA/NSPS TITLE SURVEY OF LAND PREPARED BYNORTHEAST SURVEY CONSULTANTS, DATED MAY 9, 2018.6.RIVERFRONT AND WETLAND FLAGS MARKED WITH A ASTERISK(*) WEREDELINEATED IN THE FIELD, AND THE FLAGS WERE REMOVED PRIOR TO BEINGSURVEY LOCATED.7.NATURAL RESOURCE DELINEATIONS FOR THE B-SERIES HAVE BEEN PERFORMEDBY BEALS ASSOCIATES, INC. ON JULY 17, 2018. DELINEATIONS WERE FIELDLOCATED BY BEALS ASSOCIATES, INC. ON THE DAY OF THE DELINEATION.8.THE PROJECT SITE IS NOT LOCATED WITHIN NATURAL HERITAGE ESTIMATED ORPRIORITY HABITAT AREAS BASED ON THE 2017 NHESP MAPPING.9.BUILDING LOCATIONS DEPICTED HERON HAVE BEEN TRACED FROM AERIALPHOTOGRAPHY, AND ARE NOT THE RESULT OF AN ON THE GROUND SURVEY.10.THE PROJECT SITE IS LOCATED WITHIN MAPPED FLOOD ZONES BASED ON THEFEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPFOR HAMPSHIRE COUNTY, MASSACHUSETTS, PAGE 1 OF 2 PANEL 250167 0001 AEFFECTIVE APRIL 3, 1978.11.ANY DISCREPANCIES IN EXISTING CONDITIONS SHALL BE REPORTED BY THECONTRACTOR TO THE DESIGN ENGINEER PRIOR TO ADDITIONAL CONSTRUCTIONACTIVITIES. PARCEL D 2#4-*+..41#&ZONE: WSP/FEMA ZONE CZONE: SC/FEMA ZONE AZONE: WSP/FEMA ZONE CZONE: SC/FEMA ZONE AZONE:WSP/FEMA ZONE CZONE:SC/FEMA ZONE AZONE:WSP/FEMA ZONE CZONE : S C / F E M A Z O N E A ZONE: W S P / F E M A Z O N E C PARCEL C PARCEL B PARCEL A).'0&#.'41#&2#4-*+..41# &NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144APPROVALNOTREQUIREDPLAN OF LAND INNORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORSYNCARPHA CAPITAL, LLCZONING INFORMATION: LOCUS MAP: 1" = 350' LEGEND LOCUS C1.0 LOCUS 2#4-*+..41#& SIGNIFICANT OBSERVATION 1 ZONE: WSP/FEMA ZONE CZONE: SC/FEMA ZONE AZONE: WSP/FEMA ZONE CZONE: SC/FEMA ZONE AZONE:WSP/FEMA ZONE CZONE:SC/FEMA ZONE AZONE:WSP/FEMA ZONE CZONE: S C / F E M A Z O N E A ZONE : W S P / F E M A Z O N E C NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-51440 PARKHILL ROADALTA/NSPS LAND TITLE SURVEY OF LAND INNORTHAMPTON, MAPREPARED FORSYNCARPHA CAPITAL, LLCCERTIFICATION: ZONING INFORMATION: C1.1 PARK HILL ROAD HANNUM B R O O K HANNUM BROOKGLENDALE ROAD 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0100 100 200 100 40050 PATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Beals Updated Survey.dwg Plotted by Devin Howe on August 15, 2018 PROJECT VICINITY PLAN C1.2 1"=100' DPH TPMThis drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights ReservedDesigned by:Checked by: Proj. No.: C-991.02 Drawing Scale: Sheet Title Sheet NumberSyncarpha NorthamptonSolar ProjectPark Hill RoadNorthampton, MA2 PARK PLAZA SUITE 200 BOSTON, MA 02116PHONE: 617-242-1120sPLANNING sENGINEERINGsPERMITTING sMANAGEMENTNot for Construction Permit Drawings Issue Date: 18.08.17No.RevisionDateSyncarphaSolar, LLC 250 W 57th Street,Suite 701New York, NY PARK HILL ROAD ZONE: WSP/FE MA Z ONE C HANNUM B R O O K HANNUM BROOK1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 50 20025 PATH:H:\c-991.02 northampton\autocad\permit drawings\Beals Updated Survey.dwg Plotted by Devin Howe on August 16, 2018 PROJECT SITE EXISTING CONDITIONS PLAN C1.3 1"=50' DPH TPMThis drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights ReservedDesigned by:Checked by: Proj. No.: C-991.02 Drawing Scale: Sheet Title Sheet NumberSyncarpha NorthamptonSolar ProjectPark Hill RoadNorthampton, MA2 PARK PLAZA SUITE 200 BOSTON, MA 02116PHONE: 617-242-1120sPLANNING sENGINEERINGsPERMITTING sMANAGEMENTNot for Construction Permit Drawings Issue Date: 18.08.17No.RevisionDateSyncarphaSolar, LLC 250 W 57th Street,Suite 701New York, NY PARK HILL ROAD HANNUM B R O O K HANNUM BROOKPLANT LIST SYMBOL SYMBOL QTY COMMON NAME BOTANICAL NAME SIZE COMMENTS ROAD A (PARK HILL ROAD)This drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights ReservedDesigned by:Checked by: Proj. No.: C-991.02 Drawing Scale: Sheet Title Sheet NumberSyncarpha NorthamptonSolar ProjectPark Hill RoadNorthampton, MA2 PARK PLAZA SUITE 200 BOSTON, MA 02116PHONE: 617-242-1120sPLANNING sENGINEERINGsPERMITTING sMANAGEMENTNot for Construction Permit Drawings Issue Date: 18.08.17No.RevisionDateSyncarphaSolar, LLC 250 W 57th Street,Suite 701New York, NY1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 50 20025 PATH:H:\c-991.02 northampton\autocad\permit drawings\Site Plan.dwg Plotted by Devin Howe on August 16, 2018 SITE PLAN C2.0 1"=50' DPH TPM SITE PLAN EXTENSION SCALE:1"=50' PARK HILL ROAD ZONE: WSP/FE MA Z ONE C HANNUM B R O O K HANNUM BROOKThis drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights ReservedDesigned by:Checked by: Proj. No.: C-991.02 Drawing Scale: Sheet Title Sheet NumberSyncarpha NorthamptonSolar ProjectPark Hill RoadNorthampton, MA2 PARK PLAZA SUITE 200 BOSTON, MA 02116PHONE: 617-242-1120sPLANNING sENGINEERINGsPERMITTING sMANAGEMENTNot for Construction Permit Drawings Issue Date: 18.08.17No.RevisionDateSyncarphaSolar, LLC 250 W 57th Street,Suite 701New York, NY1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 50 20025 PATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Grading and Drainage Plan.dwg Plotted by Devin Howe on August 16, 2018 GRADING AND DRAINAGE PLAN C3.0 1"=50' DPH TPM GRADING EXTENSION SCALE:1"=50' HANNUM B R O O K HANNUM BROOKThis drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights ReservedDesigned by:Checked by: Proj. No.: C-991.02 Drawing Scale: Sheet Title Sheet NumberSyncarpha NorthamptonSolar ProjectPark Hill RoadNorthampton, MA2 PARK PLAZA SUITE 200 BOSTON, MA 02116PHONE: 617-242-1120sPLANNING sENGINEERINGsPERMITTING sMANAGEMENTNot for Construction Permit Drawings Issue Date: 18.08.17No.RevisionDateSyncarphaSolar, LLC 250 W 57th Street,Suite 701New York, NY1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 50 20025 PATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Erosion and Sedimentation Control Plan.dwg Plotted by Devin Howe on August 16, 2018 EROSION AND SEDIMENTATION CONTROL PLAN C4.0 1"=50' BWE TPM EROSION AND SEDIMENTATION CONTROL EXTENSION SCALE:1"=50' SCALE: 1"=50' HORIZ./1"=10' VERT. ROAD C SCALE: 1"=50' HORIZ./1"=10' VERT. ROAD A SCALE: 1"=50' HORIZ./1"=10' VERT. ROAD BThis drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights ReservedDesigned by:Checked by: Proj. No.: C-991.02 Drawing Scale: Sheet Title Sheet NumberSyncarpha NorthamptonSolar ProjectPark Hill RoadNorthampton, MA2 PARK PLAZA SUITE 200 BOSTON, MA 02116PHONE: 617-242-1120sPLANNING sENGINEERINGsPERMITTING sMANAGEMENTNot for Construction Permit Drawings Issue Date: 18.08.17No.RevisionDateSyncarphaSolar, LLC 250 W 57th Street,Suite 701New York, NYPATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Alignments and Profiles.dwg Plotted by Devin Howe on August 16, 2018 ROADWAY PROFILES C5.0 As Noted DPH TPM KEY PLAN 1"=250' PARK HILL ROAD B B A A SCALE: 1"=5' HORIZ./1"=5' VERT. SL-2, STATION 2+43 0'10'R 20'R 30'R0'-10'L-20'L-30'L B-B STATION 2+43 SCALE: 1"=5' HORIZ./1"=5' VERT. SCALE: 1"=5' HORIZ./1"=5' VERT. SL-3, STATION 2+00 0'10'R 20'R 30'R0'-10'L-20'L-30'L A-A STATION 2+00 SCALE: 1"=5' HORIZ./1"=5' VERT.This drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights ReservedDesigned by:Checked by: Proj. No.: C-991.02 Drawing Scale: Sheet Title Sheet NumberSyncarpha NorthamptonSolar ProjectPark Hill RoadNorthampton, MA2 PARK PLAZA SUITE 200 BOSTON, MA 02116PHONE: 617-242-1120sPLANNING sENGINEERINGsPERMITTING sMANAGEMENTNot for Construction Permit Drawings Issue Date: 18.08.17No.RevisionDateSyncarphaSolar, LLC 250 W 57th Street,Suite 701New York, NY1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 10 405 PATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Roadway Cross Section.dwg Plotted by Devin Howe on August 16, 2018 ROADWAY CROSSING PLAN AND SECTION C6.0 As Noted DPH TPM RETAINING WALL A AND B PLAN VIEW SCALE:1"=10' 6"±6"±24"±12"±3"±TYPICAL CHAIN LINKFENCE WITH GAPN.T.S.DET NO.1-2.3NOTES:12"DIA.6"36"SPACED MAX. 15" APARTPOST TIES OR CLIPS1.CORNER OR END POST: NOMINAL 3"O.D. GALVANIZED STEEL PIPE, MIN.5.79 lbs./LF.2.INTERMEDIATE POST: NOMINAL2-3/8" O.D. GALVANIZED STEEL PIPE,MIN. 3.65 lbs./LF.3BRACES (TOP & BOTTOM): NOMINAL1-5/8" O.D. GALVANIZED STEEL PIPE,MIN. 2.27 lbs./LF.4.BRACE RAIL AND DIAGONAL BRACEROD SHALL BE INSTALLED AT EACH10' CORNER SECTION OFENCLOSURE.5CONCRETE SHALL HAVE MINIMUMCOMPRESSIVE STRENGTH (fc) OF3,000 psi WITH 6%; AIRENTRAINMENT.6.ALL FENCE MATERIALS SHALL BEHOT-DIPPED GALVANIZED.7.FENCE MESH SHALL BE 2"CONC. FOOTING ON ALLCORNER, GATE AND ENDCONDITIONS1/4" x 3/4" BANDS &STRETCHER BARS @CORNER/END POSTS@ 12" INTERVALS3/8" TRUSS RODTHREADED BOTH ENDS1/4" x 3/4" FLATSTRETCHER BAR3" DIA. CORNER/END POSTTYP. POST CAPTOP AND BOTTOM SALVAGETO HAVE TWISTED ANDBARBED FINISH UNLESSOTHERWISE NOTEDRAIL TIES SPACED MAX.18" APARTEND, CORNER, & INTERMEDIATE PANEL10'-0" MAX.7'-0" MIN.PER N.E.C.SEE PLANS FOR LOCATIONBRACE RAIL AS REQ'DWITH TIES @ 18" O.C.2"3"FINISH GRADE 4" GAP BETWEENFENCE FABRIC ANDFINISHED GRADE CHAIN LINK SECURITY GATE DETAILN.T.S.DET NO.1-2.3SYNCARPHASOLARACCESS GATE1- 58" MIN. TOP BRACE1- 58" MIN. BOTTOM BRACE ORTENSION WIREINTERCONNECT LINEELECTRICAL CONDUIT DUCTBANKN.T.S.SYNCARPHASOLARACCESS GATETYPICAL ACCESS GATE SIGNN.T.S.ROAD A (PARK HILL ROAD)STA 1+00 TO STA 1+86 & STA 3+64 TO STA 5+75N.T.SROAD CN.T.SROAD BN.T.SSECTION WITH SWALESECTION WITHOUT SWALETIMBER GUIDERAIL DETAILN.T.S.DET NO.1-7.2PLANK RAILBRACKETThis drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights Reserved Designed by:Checked by:Proj. No.: C-991.02Drawing Scale:Sheet TitleSheet NumberSyncarpha Northampton Solar Project Park Hill Road Northampton, MA 2 PARK PLAZA SUITE 200 BOSTON, MA 02116 PHONE: 617-242-1120 sPLANNING sENGINEERING sPERMITTING sMANAGEMENTNot for ConstructionPermit DrawingsIssue Date: 18.08.17No.Revision Date Syncarpha Solar, LLC 250 W 57th Street, Suite 701 New York, NYPATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Details.dwgSITE DETAILSC7.0N.T.STPM SILT FENCEN.T.S.DET NO.4-2CROSS SECTIONELEVATIONJOINING TWO ADJACENT SILT FENCE SECTIONS (TOP VIEW)BAA AB BBASILT SOCK DETAILN.T.S.DET NO.4-8SECTIONPLANISOMETRIC VIEWSECTIONSTABILIZED CONSTRUCTION ENTRANCEN.T.S.DET NO.4-6TEMPORARY STONE CHECK DAMN.T.S.DET NO.4-3CROSS SECTIONELEVATIONSPACING DETAILSTRAW BALEN.T.S.DET NO.4-7SILT FENCE STRAW WATTLE DETAILN.T.S.DET NO.3-7CONCRETE FLARED END WITH BAR RACK DETAILN.T.S.PLAN VIEW - TYP. EACH PIPEEND VIEWSECTION VIEWThis drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights Reserved Designed by:Checked by:Proj. No.: C-991.02Drawing Scale:Sheet TitleSheet NumberSyncarpha Northampton Solar Project Park Hill Road Northampton, MA 2 PARK PLAZA SUITE 200 BOSTON, MA 02116 PHONE: 617-242-1120 sPLANNING sENGINEERING sPERMITTING sMANAGEMENTNot for ConstructionPermit DrawingsIssue Date: 18.08.17No.Revision Date Syncarpha Solar, LLC 250 W 57th Street, Suite 701 New York, NYPATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Details.dwgEROISION CONTROLAND STORMWATERDETAILSC7.1N.T.STPM CURLEX BLANKETN.T.S.DET NO.4-4SLOPE DETAILEND ROLL OVERLAPSIDE SEAM OVERLAP STAPLE DETAILSIDE SEAM ABUT STAPLE DETAILBOTTOM OF SLOPE TERMINATIONTEMPORARY DIVERSION BERM / DITCH DETAILN.T.S.DET NO.4-20BERMDITCHBERM/DITCHRIPRAP PLUNGE POOL WITH LEVEL SPREADERN.T.S.DET NO.4-14SCHEDULEPLAN VIEWSECTION VIEWRIPRAP OUTLET APRONN.T.S.DET NO.4-15SECTION A-APLAN VIEWFILTER BAGN.T.S.DET NO.4-1ELEVATIONPLAN VIEWThis drawing shall not be used or reproduced in any manner for any purpose without written permission from Beals Associates, Inc.Copyright © Beals Associates, Inc. - All Rights Reserved Designed by:Checked by:Proj. No.: C-991.02Drawing Scale:Sheet TitleSheet NumberSyncarpha Northampton Solar Project Park Hill Road Northampton, MA 2 PARK PLAZA SUITE 200 BOSTON, MA 02116 PHONE: 617-242-1120 sPLANNING sENGINEERING sPERMITTING sMANAGEMENTNot for ConstructionPermit DrawingsIssue Date: 18.08.17No.Revision Date Syncarpha Solar, LLC 250 W 57th Street, Suite 701 New York, NYPATH:H:\C-991.02 Northampton\Autocad\Permit Drawings\Details.dwgEROISION CONTROLAND STORMWATERDETAILSC7.2N.T.STPM