CED Northampton Solar_Construction Plans_2019050735-079 EESYLVAN LNLADYSLIPPER LNSITE LOCATION(Burts Pit Road)PROJECT SITE VICINITY MAP:PREPARED BY:LOCATION MAP:CED NORTHAMPTON SOLAR, LLCBURTS PIT ROADNORTHAMPTON, MAMMI PROJECT NO. 5223-11MAY 7, 2019PREPARED FOR:CED NORTHAMPTON SOLAR LLCConEdison Development100 Summit Lake DriveValhalla, NY 10595LIST OF DRAWINGSNO.NAMETITLE01--TITLE SHEET02LDLEGEND & NOTES03ININDEX SHEET04 - 07EX-1 - EX-4EXISTING CONDITIONS PLANS08 - 11LA-1 - LA-4SITE LAYOUT & GRADING PLANS12 - 13SE-1 - SE-2SEDIMENT & EROSION CONTROL PLANS14SD-1SEDIMENT & EROSION CONTROL DETAILS15SD-2MISCELLANEOUS SITE DETAILS16SD-3BUFFER PLANTING PLAN0'100'200'SCALE 1" = 200'01/2"1"0'750'1500'SCALE 1" = 1500'01/2"1"Copyright Milone & MacBroom, Inc - 2018Know what'sbelow.before you dig.CallRwww.digsafe.comCONSTRUCTION DRAWINGS
SHEET NAMEDATELDPROJECT NO.DESIGNEDSCALEDRAWNCHECKEDMAY 7, 20195223-11LEGEND & NOTESNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.02 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/2019Copyright Milone & MacBroom, Inc - 2018TREELINEEDGE OF GRAVELSURVEY NOTESEXISTING CONDITIONS LEGENDGRADING NOTESTHE RESHAPING OF THE GROUND SURFACE WITH EXCAVATION ANDFILLING OR A COMBINATION OF, TO OBTAIN PLANNED GRADES,SHALL PROCEED IN ACCORDANCE THE SEDIMENT AND EROSIONMEASURES IN ADDITION THE FOLLOWING CRITERIA:1.THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPERTHAN TWO HORIZONTAL TO ONE VERTICAL (2:1).2.THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BESTEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1).3.THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPERTHAN ONE HORIZONTAL TO TWO VERTICAL (1:2).4.PROVISIONS SHOULD BE INCLUDED TO CONVEY SURFACE WATERSAFELY TO STORM DRAINS TO PREVENT SURFACE RUNOFF FROMDAMAGING CUT FACES AND FILL SLOPES.5.NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASHINTO ADJACENT WETLANDS, WATERCOURSES, OR WATER BODIES.6.PRIOR TO ANY RE-GRADING, A STABILIZED CONSTRUCTIONENTRANCE SHALL BE PLACED AT THE ENTRANCE TO THE WORKAREA IN ORDER TO REDUCE MUD AND OTHER SEDIMENTS FROMLEAVING THE SITE.7.GRADING SHALL BE COMPLETED TO 95% COMPACTION PER THESPECIFICATIONS.SITE LAYOUT LEGEND200201CONTOUR (INDEX)CONTOUR (INTERMEDIATE)UTILITY POLE146.9SPOT GRADESEDIMENT & EROSION LEGENDSILT FENCESTAKED STRAW BALESSILT FENCE & STAKED STRAW BALESCOMPOST FILTER TUBELIMIT OF CLEARINGTEMPORARY STRAW BALE BARRIERCONSTRUCTION ENTRANCE PADEROSION CONTROL MATTINGBUILDING / STRUCTUREABUTTER LINE1.THIS PLAN IS BASED ON A FIELD SURVEY BY SHERMAN & FRYDRYK,LLC DATED 10/3/18.2.TOPOGRAPHY OUTSIDE OF TOPOGRAPHIC SURVEY LIMITS IS BASEDON LIDAR DATA OBTAINED FROM THE MASSGIS DATABASE.HORIZONTAL DATUM IS NAD83. VERTICAL DATUM IS NAVD88.3.THE SUBJECT PARCEL AND ABUTTING PROPERTY BOUNDARYINFORMATION SHOWN HEREON IS BASED ON THE MASSGISDATABASE AND THE TOWN OF NORTHAMPTON ASSESSORS MAPPING.BOUNDARIES ARE THEREFORE APPROXIMATE IN NATURE AND SHALLNOT BE TREATED AS FINAL.4.LOCATIONS OF UTILITIES SHOWN HEREIN ARE THE RESULT OFSURFACE EVIDENCE AS LOCATED BY FIELD SURVEY AND ANECDOTALKNOWLEDGE OF THE SITE. NO RELIABLE PLANS OF RECORD, OROTHER AVAILABLE SOURCES OF UTILITY INFORMATION WEREFOUND. THIS PLAN DOES NOT DEPICT THE EXACT LOCATIONS OFALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN THEPREMISES SURVEYED.5.WETLAND DELINEATION PERFORMED BY MILONE & MACBROOM ONOCT. 31, 2017 & JUNE 27, 2018.6.WETLAND DELINEATION BY OTHERS ON ADJACENT 1010 RYAN ROADPARCEL WEST OF THE SITE DELINEATED BY WENDELL WETLANDSERVICES IN MARCH 2018 AND WAS SUBSEQUENTLY APPROVED BYTHE NORTHAMPTON CONSERVATION COMMISSION.7.WESTERN PROPERTY BOUNDARY LOCATION BASED ON ALTA SURVEYPLAN BY SHERMAN & FRYDRYK, LLC DATED 2/26/19.8.ACCESS EASEMENT LOCATION BASED ON ACCESS AND UTILITYEASEMENT PLAN BY SHERMAN & FRYDRYK, LLC DATED 2/19/19.PROPOSED CONTOURSPOT ELEVATIONGRAVEL SURFACEPROPOSED ELECTRICALSERVICEPROPOSED CHANLINKFENCE / GATEPROPOSED OVERHEADELECTRICAL SERVICETRANSFORMER PADPHOTOVOLTAIC ARRAYPROPOSED LIMIT OF WORKPROPOSED UTILITY POLE250260.20EZONING DATAZONING DISTRICTDIMENSIONAL / DENSITY CRITERIAREGULATION PROVIDEDMIN. LOT AREA0 SF2,160,576 SFYARD SETBACKS FRONT50 FT50 FT +/- SIDE50 FT50 FT +/- REAR50 FT50 FT +/-MAX HEIGHT30 FT8 FT +/-OPEN SPACE20%58% +/-IMPERVIOUS COVER15%14.4% 2NOTES:1.FRONT, REAR, AND SIDE YARD SETBACKS SHALL BE A MINIMUM OF50 FEET ADJACENT TO ANY LOT BEING USED FOR RESIDENTIALPURPOSES PER THE REQUIREMENTS OF THE NORTHAMPTON ZONINGBYLAW, ARTICLE IX, SECTION 350-37.1, LARGE SCALE SOLARPHOTOVOLTAIC INSTALLATIONS.2.BASED ON SURVEYED BOUNDARY AND PROPOSED SOLAR FACILITYLOT AREA OF 53.5 ± ACRES.WATER SUPPLY PROTECTION (WSP)11GENERAL NOTES1.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THEFIELD (V.I.F.) PRIOR TO CONSTRUCTION. ANY DISCREPANCIESSHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'SREPRESENTATIVE.2.THE CONTRACTOR SHALL PERFORM NECESSARY CONSTRUCTIONNOTIFICATIONS, APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK ASREQUIRED BY THE CONTRACT DOCUMENTS.3.CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE ANDSAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTEDBY THE CONSTRUCTION OF THE PROJECT.4.ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTSOUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OFTHE PROJECT SHALL BE PROTECTED. DAMAGES RESULTING FROMCONSTRUCTION ACTIVITIES OUTSIDE THE PROJECT LIMITS SHALLBE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.5.THE CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY AND JOBSAFETY. PERFORM CONSTRUCTION ACTIVITIES IN ACCORDANCEWITH O.S.H.A. STANDARDS AND LOCAL REQUIREMENTS.6.EXISTING SOIL STOCKPILES SHALL BE PROCESSED FOR LOAMPRIOR TO SPREADING ON SITE. ANY CONCRETE DEBRIS LARGERTHAN 6 INCHES SHALL BE CRUSHED ON SITE AND DISTRIBUTED INTHE ENTRANCE OR ACCESS DRIVES AND NOT WITHIN THE ARRAYLIMITS.7.ALL STUMPS SHALL BE DISPOSED OF AT AN APPROVED OFFSITELOCATION. THE BURYING OF STUMPS ON SITE SHALL NOT BEPERMITTED.1.CONTRACTOR TO STAKE OUT LIMIT OF DISTURBANCE. NO DISTURBANCE IS TOTAKE PLACE BEYOND THE LIMITS OF WORK SHOWN.2.CONTRACTOR TO INSTALL SEDIMENT AND EROSION CONTROLS ALONG THEPERIMETER, AS SHOWN ON THE SEDIMENT CONTROL PLAN AND STABILIZEDCONSTRUCTION ENTRANCE.3.CLEAR AND GRUB SITE AND STOCKPILE TOPSOIL AS NECESSARY. PLACESEDIMENT FILTER FENCE AROUND STOCKPILES.4.CONSTRUCT STORMWATER MANAGEMENT BASINS AFTER THE SITE IS CLEAREDAND GRUBBED.5.SLOPES ARE TO BE ESTABLISHED AS SOON AS PRACTICAL BEFORE PV ARRAYINSTALLATION. STABILIZE ALL SLOPES IMMEDIATELY AFTER THEIRESTABLISHMENT.6.THE SEDIMENT CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR ATTHE DIRECTION OF THE OWNER'S REPRESENTATIVE AND THE MUNICIPALITYDESIGNATED REPRESENTATIVE AS NECESSITATED BY CHANGING SITECONDITIONS.7.INSPECTION OF THE SITE FOR EROSION SHALL CONTINUE UNTIL THE SITE HASSTABILIZED AFTER PROJECT COMPLETION AND WHEN RAINFALL EXCEEDS ONEQUARTER INCH OR MORE PURSUANT TO THE LATEST REQUIREMENTS OF EPA'SCONSTRUCTION GENERAL PERMIT.8.ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICHMINIMIZES THE DISCOLORATION OF THE RECEIVING WATERS.9.THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDINGMATERIALS SUCH THAT NONE OF THE ABOVE ENTER WATERS OR WETLANDS.10.A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT CONTROL PLANSHALL BE MAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.SEDIMENT & EROSION CONTROL NOTESSETBACK LINEWETLANDTREEROCKEVERGREEN TREEWETLAND FLAG1100' WETLAND BUFFERFLAGGED WETLAND LIMITWETLAND BUFFERRIVERFRONT AREASETBACK LINE200' RIVERFRONT AREATMRGHMMMRG
35-079 EERYAN RDBURTS PIT RDWOODLAND DRSYLVAN LNLADYSLIPPER LNBAYBERRY LNRYAN RDWESTWOOD TERRACEW PARSONS LNWESTHAMPTON ROADSOVEREIGN WAYTIFFANY LNWEST FARMS RDSHEET NAMEDATEINPROJECT NO.DESIGNEDMRGSCALEDRAWNHMMCHECKEDMRGSWNEMAY 7, 20195223-111" = 200'INDEX SHEETNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.03 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/20190'100'200'01/2"1"Copyright Milone & MacBroom, Inc - 2018SEE SHEETS: EX-2, LA-2, & SE-2SEE SHEETS: EX-1, LA-1, & SE-1SEE SHEETS: EX-3 & LA-3SEE SHEETS: EX-4 & LA-4SEE SHEETS:EX-4 & LA-4
100' WETLAND BUFFER200' RIVERFRONT AREA40' BLSF BUFFERFEMA FLOOD ZONE ACED NORTHAMPTONSOLAR LLC50' WETLAND BUFFERGRAVEL DRIVE40' BLSF BUFFERFEMA FLOOD ZONE A50' WETLAND BUFFER100' WETLAND BUFFERSOIL STOCKPILESOIL STOCKPILESOIL STOCKPILE50' PROPERTY SETBACK50' PROPERTY SETBACKBILLWILLARDINC.BK. 4295PG. 332292292290294292290288286284282280278280282284286288290290292280272274276278280282284286288294294296296298298296294292290288286284282280278276274274276278280282284286288286284282280278276270280290268272274276278282284286288292280290272274276278282284286288292294280290276278282284286288292270280290272274276278282284286288292294294294294296296292290288286284282280278276274272292292290292290270280272274276278282284286288290288288290284286288292270280290268272274276278282284286288294294280290272274276278282282282284286288292294292292290294292290288286284282280278280282284286288290290292280272274276278280282284286288294294296296298298296294292290288286284282280278276274274276278280282284286288286284282280278276270280290268272274276278282284286288292280290272274276278282284286288292294280290276278282284286288292270280290272274276278282284286288292294294294294296296292290288286284282280278276274272292292290292290270280272274276278282284286288290288288290284286288292270280290268272274276278282284286288294294280290272274276278282282282284286288292294SWNESHEET NAMEDATEEX-1PROJECT NO.DESIGNEDMRGSCALEDRAWNHMMCHECKEDMRGMAY 7, 20195223-111" = 40'EXISTING CONDITIONS PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.04 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MATCHLINE - SEE SHEET EX-2
50' PROPERTY SETBACK100' WETLAND BUFFERCED NORTHAMPTONSOLAR LLCBILLWILLARDINC.BK. 4295PG. 332PAMELA PARSONSBK. 5534 PG. 332MELANIE J. &KAREN A. CURRIEBK. 3620 PG. 54JOHN W. HORNOR& RONALD E.SKINNBK. 9719 PG. 236CLAUDE D. & ANNDUQUETTEBK. 2780 PG. 262ALEXANDERSIMONBK. 8090 PG. 169JAMES J. & RUTHMARTIN-REHRMANNBK. 2785 PG. 243KERRY F. &DONNA L.MEEHANBK. 8745 PG. 22750' PROPERTY SETBACK40' BLSF BUFFER50' WETLAND BUFFERSOILSTOCKPILESOIL STOCKPILESOILSTOCKPILESOIL STOCKPILESOIL STOCKPILESOIL STOCKPILE100' WETLAND BUFFER40' BLSF BUFFERFEMA FLOOD ZONE AGRAVEL DRIVE290292280278282284286288290290288290288284286288280282284286280280274276278282282284284280290300278282284286288292294296298302304306280290300282284286288292294296298302304306306308308280280290300282282284286288292294296298302304306306306308308280276278282284280276278282284280290274274276278282284286288292294296280290274276278282284286288292280274276278282290290290300284286288292294296298280290276278282284286288292294294280278282284280278282284286288280278282284286290292294296288284280292290294290280278290288286284282276276274284288280282288290280278282284286272272278300302304310310290292280278282284286288290290288290288284286288280282284286280280274276278282282284284280290300278282284286288292294296298302304306280290300282284286288292294296298302304306306308308280280290300282282284286288292294296298302304306306306308308280276278282284280276278282284280290274274276278282284286288292294296280290274276278282284286288292280274276278282290290290300284286288292294296298280290276278282284286288292294294280278282284280278282284286288280278282284286290292294296288284280292290294290280278290288286284282276276274284288280282288290280278282284286272272278300SWNESHEET NAMEDATEEX-2PROJECT NO.DESIGNEDMRGSCALEDRAWNHMMCHECKEDMRGMAY 7, 20195223-111" = 40'EXISTING CONDITIONS PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.05 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MATCHLINE - SEE SHEET EX-1MATCHLINE - SEE SHEET EX-3
JAMIE ANNCAPLANBK. 10705 PG. 62BILL E. & LAURENE. PETERSONBK. 5276 PG. 296BILL WILLARD INCBK. 1977 PG. 1302GRAVEL DRIVEFEMA FLOOD ZONE A100' WETLAND BUFFERFEMA FLOOD ZONE A50' WETLAND BUFFERSOIL STOCKPILE100' WETLAND BUFFERFEMA FLOOD ZONE AFEMA FLOOD ZONE A40' BLSF BUFFER50' WETLAND BUFFER100' WETLAND BUFFER50' PROPERTY SETBACKKAREN S. KUHRBK. 10470 PG. 275ERIC B. & MELODY M. NEWTONBK. 10929 PG. 132JONATHAN S. & JILL L. MCFADDENBK. 11259 PG. 299CRAIG E. ADDISBK. 7986 PG. 267PETER J. JR. & STACY L. DUGGANBK. 9918 PG. 72STEPHEN C. MAURERBK. 5721 PG. 53272272276272272272272272272272274272272274274274274272272272272274274290292294290290292292290292292294294290288292292294294292280290300272272274276278282284286288292294296298302304306308308280274276278282280274276278282284286280272274276278282284286272274274276276272272272274272272290282284286288292280282284286288290290288272276274274272278274276274272284280274276278282272274290286286288280282284286272274274276276278278280274276278282284286288286274284272274276274276274276290288292274276276292288294280272286284ACCESS & UTILITYEASEMENT272272276272272272272272272272274272272274274274274272272272272274274290292294290290292292290292292294294290288292292294294292280290300272272274276278282284286288292294296298302304306308308280274276278282280274276278282284286280272274276278282284286272274274276276272272272274272272290282284286288292280282284286288290290288272276274274272278274276274272284280274276278282272274290286286288280282284286272274274276276278278280274276278282284286288286274284272274276274276274276290288292274276276292288294280272286284SWNESHEET NAMEDATEEX-3PROJECT NO.DESIGNEDMRGSCALEDRAWNHMMCHECKEDMRGMAY 7, 20195223-111" = 40'EXISTING CONDITIONS PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.06 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MATCHLINE - SEE SHEET EX-2MATCHLINE - SEE SHEET EX-4
BLDBLDSCALEGRAVEL DRIVEFEMA FLOOD ZONE A40' BLSF BUFFER100' WETLAND BUFFERCONC.BLOCKSBIT DRIVEFEMA FLOOD ZONE A40' BLSF BUFFER100' WETLAND BUFFER50' WETLAND BUFFER50' WETLAND BUFFER272272272280290300276278282284286288292294296298302280290276278282284286288280290274276278282284286288290300292294296298280274276278282280274276278282284300300290280286280272274274274290272280272308290278274280276278282284286280276278290280290280280280280280280290300274280280280290280274274272274280280274276276278278272280284284280280272272274274276276284286288300280306ACCESS & UTILITYEASEMENT272272272280290300276278282284286288292294296298302280290276278282284286288280290274276278282284286288290300292294296298280274276278282280274276278282284300300290280286280272274274274290272280272308290278274280276278282284286280276278290280290280280280280280280290300274280280280290280274274272274280280274276276278278272280284284280280272272274274276276284286288300280306BIT DRIVERYAN ROAD290300310320284286288292294296298302304306308312314316318280276278282284320312314316318320316318310306308312290288292294300310302304306308314300280306290300310320284286288292294296298302304306308312314316318280276278282284320312314316318320316318310306308312290288292294300310302304306308314300280306SWNESHEET NAMEDATEEX-4PROJECT NO.DESIGNEDMRGSCALEDRAWNHMMCHECKEDMRGMAY 7, 20195223-111" = 40'EXISTING CONDITIONS PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.07 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MATCHLINE - SEE SHEET EX-3MATCHLINE A - SEE ABOVEMATCHLINE A - SEE BELOWSWNE
100' WETLAND BUFFER200' RIVERFRONT AREA40' BLSF BUFFERFEMA FLOOD ZONE ACED NORTHAMPTONSOLAR LLC50' WETLAND BUFFERGRAVEL DRIVE40' BLSF BUFFERFEMA FLOOD ZONE A50' WETLAND BUFFER100' WETLAND BUFFERSOIL STOCKPILESOIL STOCKPILESOIL STOCKPILE50' PROPERTY SETBACK50' PROPERTY SETBACKBILLWILLARDINC.BK. 4295PG. 33229229229029429229028828628428228027828028228428628829029029228027227427627828028228428628829429429629629829829629429229028828628428228027827627427427627828028228428628828628428228027827627028029026827227427627828228428628829228029027227427627828228428628829229428029027627828228428628829227028029027227427627828228428628829229429429429429629629229028828628428228027827627427229229229029229027028027227427627828228428628829028828829028428628829227028029026827227427627828228428628829429428029027227427627828228228228428628829229435-079EPHOTOVOLTAIC ARRAY (TYP)7' CHAIN LINK FENCE (TYP)290294292296294292290288278286284282280274276284286282ELECTRICAL CABINETSWNESHEET NAMEDATELA-1PROJECT NO.DESIGNEDSCALEDRAWNCHECKEDMAY 7, 20195223-111" = 40'SITE LAYOUT & GRADING PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.08 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MRGHMMMRGMATCHLINE - SEE SHEET LA-2
50' PROPERTY SETBACK100' WETLAND BUFFERCED NORTHAMPTONSOLAR LLCBILLWILLARDINC.BK. 4295PG. 332PAMELA PARSONSBK. 5534 PG. 332MELANIE J. &KAREN A. CURRIEBK. 3620 PG. 54JOHN W. HORNOR& RONALD E.SKINNBK. 9719 PG. 236CLAUDE D. & ANNDUQUETTEBK. 2780 PG. 262ALEXANDERSIMONBK. 8090 PG. 169JAMES J. & RUTHMARTIN-REHRMANNBK. 2785 PG. 243KERRY F. &DONNA L.MEEHANBK. 8745 PG. 22750' PROPERTY SETBACK40' BLSF BUFFER50' WETLAND BUFFERSOILSTOCKPILESOIL STOCKPILESOILSTOCKPILESOIL STOCKPILESOIL STOCKPILESOIL STOCKPILE100' WETLAND BUFFER40' BLSF BUFFERFEMA FLOOD ZONE AGRAVEL DRIVE290292280278282284286288290290288290288284286288280282284286280280274276278282282284284280290300278282284286288292294296298302304306280290300282284286288292294296298302304306306308308280280290300282282284286288292294296298302304306306306308308280276278282284280276278282284280290274274276278282284286288292294296280290274276278282284286288292280274276278282290290290300284286288292294296298280290276278282284286288292294294280278282284280278282284286288280278282284286290292294296288284280292290294290280278290288286284282276276274284288280282288290280278282284286272272278300302304310310EEEEEEEEEEEOVERHEAD ELECTRICALSERVICE AND UTILITYPOLES (TYP)PHOTOVOLTAICARRAY (TYP)7' CHAIN LINKFENCE (TYP)MEET EXISTINGGRAVEL DRIVE15' GRAVEL DRIVEPARKING SPACE FOR ONEMAINTENANCE VEHICLESTORMWATERMANAGEMENT BASINBOTTOM ELEV=271.7515' GRAVEL DRIVE286282280276278280286288290284286288272274275272273278282284276274275275275275274274272274274292296300298302306308308294294296RIPRAPSPILLWAYELEV=274.75WEIR WALLGATEBATTERY STORAGECONTAINERELECTRICAL CABINETINVERTER PAD275.8275.3276.3275.5275.5275.5275.5275.5GATESEE SHEET SD-3, BUFFERPLANTING PLANSWNESHEET NAMEDATELA-2PROJECT NO.DESIGNEDSCALEDRAWNCHECKEDMAY 7, 20195223-111" = 40'SITE LAYOUT & GRADING PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.09 OF 16DESCRIPTIONBYDATESTORMWATER REVIEW COMMENTSMRG12/13/20180'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MRGHMMMRGMATCHLINE - SEE SHEET LA-1MATCHLINE - SEE SHEET LA-3I.F.C.HMM5/7/2019
JAMIE ANNCAPLANBK. 10705 PG. 62BILL E. & LAURENE. PETERSONBK. 5276 PG. 296BILL WILLARD INCBK. 1977 PG. 1302GRAVEL DRIVEFEMA FLOOD ZONE A100' WETLAND BUFFERFEMA FLOOD ZONE A50' WETLAND BUFFERSOIL STOCKPILE100' WETLAND BUFFERFEMA FLOOD ZONE AFEMA FLOOD ZONE A40' BLSF BUFFER50' WETLAND BUFFER100' WETLAND BUFFER50' PROPERTY SETBACKKAREN S. KUHRBK. 10470 PG. 275ERIC B. & MELODY M. NEWTONBK. 10929 PG. 132JONATHAN S. & JILL L. MCFADDENBK. 11259 PG. 299CRAIG E. ADDISBK. 7986 PG. 267PETER J. JR. & STACY L. DUGGANBK. 9918 PG. 72STEPHEN C. MAURERBK. 5721 PG. 53272272276272272272272272272272274272272274274274274272272272272274274290292294290290292292290292292294294290288292292294294292280290300272272274276278282284286288292294296298302304306308308280274276278282280274276278282284286280272274276278282284286272274274276276272272272274272272290282284286288292280282284286288290290288272276274274272278274276274272284280274276278282272274290286286288280282284286272274274276276278278280274276278282284286288286274284272274276274276274276290288292274276276292288294280272286284ACCESS & UTILITYEASEMENTOVERHEAD ELECTRICAL SERVICE AND UTILITY POLES (TYP)SWNESHEET NAMEDATELA-3PROJECT NO.DESIGNEDSCALEDRAWNCHECKEDMAY 7, 20195223-111" = 40'SITE LAYOUT & GRADING PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.10 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MRGHMMMRGMATCHLINE - SEE SHEET LA-2MATCHLINE - SEE SHEET LA-4
BLDBLDSCALEGRAVEL DRIVEFEMA FLOOD ZONE A40' BLSF BUFFER100' WETLAND BUFFERCONC.BLOCKSBIT DRIVEFEMA FLOOD ZONE A40' BLSF BUFFER100' WETLAND BUFFER50' WETLAND BUFFER50' WETLAND BUFFER272272272280290300276278282284286288292294296298302280290276278282284286288280290274276278282284286288290300292294296298280274276278282280274276278282284300300290280286280272274274274290272280272308290278274280276278282284286280276278290280290280280280280280280290300274280280280290280274274272274280280274276276278278272280284284280280272272274274276276284286288300280306ACCESS & UTILITYEASEMENTOVERHEAD ELECTRICAL SERVICEAND UTILITY POLES (TYP)ACCESS DRIVE IMPROVEMENTSAND PARKING BY OTHERSPROPOSED BUILDING BY OTHERSBIT DRIVERYAN ROAD290300310320284286288292294296298302304306308312314316318280276278282284320312314316318320316318310306308312290288292294300310302304306308314300280306OVERHEAD ELECTRICAL SERVICEAND UTILITY POLES (TYP)ACCESS DRIVEIMPROVEMENTS BY OTHERSPOINT OF ELECTRICAL INTERCONNECTIONAT UTILITY POLE #93/30APPROXIMATE EXIST TREELINESHEET NAMEDATELA-4PROJECT NO.DESIGNEDSCALEDRAWNCHECKEDMAY 7, 20195223-111" = 40'SITE LAYOUT & GRADING PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.11 OF 16DESCRIPTIONBYDATEI.F.C.HMM5/7/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MRGHMMMRGSWNEMATCHLINE - SEE SHEET LA-3MATCHLINE A - SEE ABOVEMATCHLINE A - SEE BELOWSWNE
100' WETLAND BUFFER200' RIVERFRONT AREA40' BLSF BUFFERFEMA FLOOD ZONE ACED NORTHAMPTONSOLAR LLC50' WETLAND BUFFERGRAVEL DRIVE40' BLSF BUFFERFEMA FLOOD ZONE A50' WETLAND BUFFER100' WETLAND BUFFERSOIL STOCKPILESOIL STOCKPILESOIL STOCKPILE50' PROPERTY SETBACK50' PROPERTY SETBACKBILLWILLARDINC.BK. 4295PG. 33229229229029429229028828628428228027828028228428628829029029228027227427627828028228428628829429429629629829829629429229028828628428228027827627427427627828028228428628828628428228027827627028029026827227427627828228428628829228029027227427627828228428628829229428029027627828228428628829227028029027227427627828228428628829229429429429429629629229028828628428228027827627427229229229029229027028027227427627828228428628829028828829028428628829227028029026827227427627828228428628829429428029027227427627828228228228428628829229435-079E 290294292296294292290288278286284282280274276284286282LIMIT OF WORK LINE (TYP.)TEMPORARYSTOCKPILE NO. 1SILT FENCEREMOVE & STOCKPILEEXIST LOAM PILEEROSION CONTROL MATTING (TYP.)SWNESHEET NAMEDATESE-1PROJECT NO.DESIGNEDSCALEDRAWNCHECKEDMAY 7, 20195223-111" = 40'SEDIMENT & EROSION CONTROL PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.12 OF 16DESCRIPTIONBYDATEREVISED S&E AROUND STOCKPILEHMM3/6/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MRGHMMMRGMATCHLINE - SEE SHEET SE-2I.F.C.HMM5/7/2019
50' PROPERTY SETBACK100' WETLAND BUFFERCED NORTHAMPTONSOLAR LLCBILLWILLARDINC.BK. 4295PG. 332PAMELA PARSONSBK. 5534 PG. 332MELANIE J. &KAREN A. CURRIEBK. 3620 PG. 54JOHN W. HORNOR& RONALD E.SKINNBK. 9719 PG. 236CLAUDE D. & ANNDUQUETTEBK. 2780 PG. 262ALEXANDERSIMONBK. 8090 PG. 169JAMES J. & RUTHMARTIN-REHRMANNBK. 2785 PG. 243KERRY F. &DONNA L.MEEHANBK. 8745 PG. 22750' PROPERTY SETBACK40' BLSF BUFFER50' WETLAND BUFFERSOILSTOCKPILESOIL STOCKPILESOILSTOCKPILESOIL STOCKPILESOIL STOCKPILESOIL STOCKPILE100' WETLAND BUFFER40' BLSF BUFFERFEMA FLOOD ZONE AGRAVEL DRIVE290292280278282284286288290290288290288284286288280282284286280280274276278282282284284280290300278282284286288292294296298302304306280290300282284286288292294296298302304306306308308280280290300282282284286288292294296298302304306306306308308280276278282284280276278282284280290274274276278282284286288292294296280290274276278282284286288292280274276278282290290290300284286288292294296298280290276278282284286288292294294280278282284280278282284286288280278282284286290292294296288284280292290294290280278290288286284282276276274284288280282288290280278282284286272272278300302304310310EEEEEEEEEEE286282280276278280286288290284286288272274275272273278282284276274275275275275274274272274274292296300298302306308308294294296CONSTRUCTION ENTRANCE PADEROSION CONTROL MATTING (TYP.)SILT FENCE & STAKED STRAW BALESLIMIT OF WORK LINE (TYP.)SILT FENCESTORMWATERMANAGEMENT BASINBOTTOM ELEV=271.75TOP EMBANKMENT=275.50WEIR WALLTEMPORARYSTOCKPILE NO. 2MATERIALPROCESSING AREACOMPOST FILTERTUBE (TYP.)REMOVE & STOCKPILEEXIST LOAM PILEREMOVE & STOCKPILEEXIST LOAM PILEREMOVE CONCRETERUBBLE & DEMO DEBRIS.REFER TO NOTES.272274275RIPRAPSPILLWAYELEV=274.75SWNESHEET NAMEDATESE-2PROJECT NO.DESIGNEDSCALEDRAWNCHECKEDMAY 7, 20195223-111" = 40'SEDIMENT & EROSION CONTROL PLANSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.13 OF 16DESCRIPTIONBYDATEREVISED S&E CONTROLSHMM3/6/20190'20'40'01/2"1"Copyright Milone & MacBroom, Inc - 2018MRGHMMMRGMATCHLINE - SEE SHEET SE-1I.F.C.HMM5/7/2019
SHEET NAMEDATESD-1PROJECT NO.DESIGNEDMRGSCALEDRAWNTVTCHECKEDMRAMAY 7, 20195223-11AS NOTEDSEDIMENT & EROSION CONTROL DETAILSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.14 OF 16DESCRIPTIONBYDATEÒREVISED S&E NOTESHMM3/6/2019One Financial Plaza1350 Main Street, Suite 1012Springfield, Massachusetts 01103(413) 241-6920 Fax (413) 241-6911www.miloneandmacbroom.comCopyright Milone & MacBroom, Inc - 2017GENERAL:THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARYAND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, ASMAY BE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT.IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO ASNOT TO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY, AND CONDUIT CARRYINGWATER, ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREAOF EARTH MATERIALS EXPOSED BY CONSTRUCTION METHODS AND IMMEDIATELY PROVIDEPERMANENT AND TEMPORARY POLLUTION CONTROL MEASURES TO PREVENTCONTAMINATION OF ADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TOPREVENT, INSOFAR AS POSSIBLE, EROSION ON THE SITE.LAND GRADING:THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR ACOMBINATION OF BOTH, TO OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCEWITH THE FOLLOWING CRITERIA:a.THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWO HORIZONTALTO ONE VERTICAL (2:1).b.THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).c.THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTALTO TWO VERTICAL (1:2).d.PROVISIONS SHOULD BE INCLUDED TO CONVEY SURFACE WATER SAFELY TO STORMDRAINS TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILL SLOPES.e.NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE INTOADJACENT WETLANDS, WATERCOURSES, OR WATER BODIES.f.PRIOR TO ANY RE-GRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BEPLACED AT THE ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD AND OTHERSEDIMENTS FROM LEAVING THE SITE.TOPSOILING:TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOILMEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH, ANDMAINTENANCE OF VEGETATION.UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BOND WITHTOPSOIL.REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE.MATERIAL:1.TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICAL CHARACTERISTICSFAVORABLE TO THE GROWTH OF PLANTS.2.TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE.3.TOPSOIL SHOULD BE RELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OFSTONES (OVER 1" IN DIAMETER), LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, ORCONSTRUCTION DEBRIS. IT SHOULD BE FREE OF ROOTS OR RHIZOMES SUCH ASTHISTLE, NUTGRASS, AND QUACKGRASS.4.AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHTCOLORED SUBSOIL MATERIAL.5.SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS SUITABLE.AVOID TIDAL MARSH SOILS BECAUSE OF HIGH SALT CONTENT AND SULFUR ACIDITY.6.THE pH SHOULD BE MORE THAN 6.0. IF LESS, ADD LIME TO INCREASE pH TO ANACCEPTABLE LEVEL.APPLICATION:1.AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.2.SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST SIX INCHES (6"), OR TO THEDEPTH SHOWN ON THE PLANS.TEMPORARY VEGETATIVE COVER:TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREASTHAT PRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, ANDAREAS WHERE THE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12MONTHS. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED IF AREAS WILL NOT BEPERMANENTLY SEEDED BY SEPTEMBER 1.SITE PREPARATION:1.INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2.REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3.APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF ONE (1) TON OF GROUNDDOLOMITIC LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).4.APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10PER ACRE (7 LBS. PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF10-10-10- (5 LBS. PER 1,000 SQ. FT.) WHEN GRASS IS FOUR INCHES (4") TO SIXINCHES (6") HIGH. APPLY ONLY WHEN GRASS IS DRY.5.UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4")INCHES USING A DISK OR ANY SUITABLE EQUIPMENT.6.TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ONCONTOUR IF SITE IS SLOPING.ESTABLISHMENT:1.APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING,DRILLING, OR HYDRAULIC APPLICATION.2.UNLESS HYDROSEEDED, COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OFSOIL USING SUITABLE EQUIPMENT.3.MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (REFER TO TEMPORARY ORPERMANENT VEGETATIVE COVER REQUIREMENTS.) APPLY STRAW MULCH AND ANCHORTO SLOPES GREATER THAN 3% OR WHERE CONCENTRATED FLOW WILL OCCUR.PERMANENT VEGETATIVE COVER:PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THEPROJECT ARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAMDAMAGE FROM SEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THESITE. IT WILL BE APPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHEREFINAL GRADING HAS BEEN COMPLETED AND A PERMANENT COVER IS NEEDED.SITE PREPARATION:1.INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2.REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3.PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.4.APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.5.APPLY FERTILIZER ACCORDING TO SOIL TEST OR:·SPRING SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 300 LBS. OF 10-10-10FERTILIZER PER ACRE (7 LBS. PER 1,000 SQ. FT.); THEN SIX (6) TO EIGHT (8)WEEKS LATER, APPLY ON THE SURFACE AN ADDITIONAL 300LBS. OF 10-10-10FERTILIZER PER ACRE. AFTER SEPTEMBER 1, TEMPORARY VEGETATIVE COVERSHALL BE APPLIED.·FALL SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 600 LBS. OF 10-10-10FERTILIZER PER ACRE (14 LBS. PER 1,000 SQ. FT.).EROSION CHECKS:GENERAL:TEMPORARY PERVIOUS BARRIERS USING BALES OF STRAW, HELD IN PLACE WITH STAKESDRIVEN THROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENEDTO A FENCE POST AND BURIED INTO THE GROUND OR COMPOST FILTER TUBE HELD INPLACE WITH STAKES, SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO CHECKEROSION AND REDUCE SEDIMENTATION.CONSTRUCTION:BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR (4") INCHES.BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENTBARS DRIVEN THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACHBALE SHALL BE ANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3')HIGH FENCE AND BURIED A MINIMUM OF FOUR INCHES (4") TO THE SOIL. SEAMS BETWEENSECTIONS OF FILTER FABRIC SHALL OVERLAP MINIMUM OF TWO FEET (2').COMPOST FILTER TUBES SHOULD BE PLACED WITH A MINIMUM OVERLAP OF THREE FEET (3')OR SLEEVED TO JOIN IN A CONTINUOUS BARRIER. COMPOST TUBES SHALL BE TAMPED INPLACE TO ENSURE GOOD CONTACT WITH SOIL SURFACE.COMPOST TUBES SHALL BE STAKED OR LEANED AGAINST SUPPORTS ON SLOPES 2:1 ORGREATER. STAKES SHALL BE LOCATED AS REQUIRED TO SECURE TUBES IN PLACE UP TOFIVE FEET (5') APART. COMPOST TUBES SHALL BE PLACED AS CLOSE TO THE LIMITS OFSOIL DISTURBANCE AS POSSIBLE.INSTALLATION AND MAINTENANCE:1.BALED STRAW EROSION BARRIERS, GEOTEXTILE FENCE AND COMPOST FILTER TUBESHALL BE INSTALLED AT THE LOCATION INDICATED ON THE PLAN AND IN ADDITIONALAREAS AS MAY BE DEEMED APPROPRIATE DURING CONSTRUCTION.2.ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.3.INSPECTION SHALL BE FREQUENT (AT MINIMUM BI-MONTHLY AND AFTER RAINFALLEVENTS GREATER THAN ONE QUARTER INCH, OR EVERY 7 CALENDAR DAYS) ANDREPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. INSPECTIONFREQUENCY SHALL COMPLY WITH THE REQUIREMENTS OF THE 2017 EPACONSTRUCTION GENERAL PERMIT.4.EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESSSO AS NOT TO BLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE.TEMPORARY STABILIZATION FORWINTER CONDITIONS:ANY SIGNIFICANT AREAS OF EXPOSED SOIL WHICH HAVE BEEN DISTURBED AFTEROCTOBER 15TH SHALL BE TEMPORARILY STABILIZED BY ONE OF THE FOLLOWING METHODSUNTIL SUCH TIME THAT PERMANENT STABILIZATION MEASURES AND SEEDING CAN BEAPPLIED, TYPICALLY AFTER MAY 15TH.1.INSTALLATION OF AN ANCHORED EROSION CONTROL BLANKET. EROSION CONTROLBLANKETS SHOULD NOT BE INSTALLED ON SNOW OF GREATER THAN ONE INCH INDEPTH OR ON FROZEN GROUND.2.APPLICATION OF STRAW MULCH AT A RATE OF FOUR (4) TONS PER ACRE.3.APPLICATION OF WOOD CHIP MULCH AT A MINIMUM DEPTH OF THREE INCHES (3").WOOD CHIP MULCH SHOULD NOT BE USED ON SLOPES GREATER THAN 2:1 (H:V). ALLWOOD CHIP MULCH SHALL BE REMOVED PRIOR TO RESUMING SITE GRADING.VEGETATIVE COVER SELECTION &MULCHING:TEMPORARY VEGETATIVE COVER:PERENNIAL RYEGRASS 3 LBS./1,000 SQ.FT. (IOLUIUM PERENNE)PERMANENT VEGETATIVE COVER:1.NEW ENGLAND CONSERVATION/WILDLIFE MIX OR EQUAL:RECOMMENDED APPLICATION RATE: 1 POUND PER 1,750 SFSEED MIX SPECIES:Virginia Wild Rye (Elymus virginicus), Little Bluestem(Schizachyrium scoparium), Big Bluestem (Andropogon gerardii), Creeping Red Fescue(Festuca rubra), Switch Grass (Panicum virgatum), Partridge Pea (Chamaecristafasciculata), Deer Tongue (Panicum clandestinum), Indian Grass (Sorghastrum nutans),Ox Eye Sunflower (Heliopsis helianthoides), Common Milkweed (Asclepias syriaca),Spotted Joe Pye Weed (Eupatorium maculatum), Grass Leaved Goldenrod (Euthamiagraminifolia), Blue Vervain (Verbena hastata), New England Aster (Aster novae-angliae),Early Goldenrod (Solidago juncea).2.TEMPORARY MULCHING: STRAW AT 70-90 LBS./1,000 SQ.FT. (TEMPORARY VEGETATIVEAREAS) WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.ESTABLISHMENT:1.SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENTPRIOR TO SEEDING (EXCEPT WHEN HYDROSEEDING).2.SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THESEEDING DATES (REFER TO TEMPORARY OR PERMANENT VEGETATIVE COVERREQUIREMENTS).3.APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING,DRILLING, OR HYDRAULIC APPLICATION.4.COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITHSUITABLE EQUIPMENT (EXCEPT WHEN HYDROSEEDING).5.MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARYMULCHING SPECIFICATIONS. (REFER TO TEMPORARY OR PERMANENT VEGETATIVECOVER REQUIREMENTS).6.USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMALRATES WHEN HYDROSEEDING.7.THE USE OF SOD IS AN ACCEPTABLE ALTERNATIVE WHERE THERE IS A HEAVYCONCENTRATION OF WATER AND IN CRITICAL AREAS WHERE IT IS IMPORTANT TO GETA QUICK VEGETATIVE COVER TO PREVENT EROSION.MAINTENANCE:1.TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.2.ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF10-10-10 FERTILIZER PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDEDACCORDING TO ANNUAL SOIL TESTS.3.ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3)YEARS OR ASINDICATED BY SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBSPER 1,000 SQ. FT.).ELEVATION: POINTS A SHOULD BEHIGHER THAN POINTS B.COMPACTEDBACKFILLFIGURE 7-7 PLACEMENT ANDCONSTRUCTION OF A STRAW BALEBARRIERSTAKESTRAWBALEPACKED STRAWBOTTOM OFDRAINAGEWAYBINDING WIRE OR TWINEA2.) PLACE AND STAKESTRAW BALES, TWOSTAKES PER BALE.B1.) EXCAVATE A TRENCH 4"DEEP AND 2" LARGER THANTHE LENGTH AND WIDTH OFTHE STRAW BALE.BFLOWPLANA3.) WEDGE LOOSE STRAWBETWEEN BALES TO CREATE ACONTINUOUS BARRIER.PLAN VIEW4.) BACKFILL AND COMPACT THEEXCAVATED SOIL AS SHOWN ONTHE UPHILL SIDE OF THE BARRIERTO PREVENT PIPING.PLACEMENT & CONSTRUCTION OF STRAW BALE BARRIERNOT TO SCALEBABAWOOD STAKE JOINT DETAILSTAPLESTAPLEPROTECTED5' (MAX.)WORK AREAFLOWTOP OF GROUND12" (MIN.)AREAGENERAL NOTES1.STRAW BALES SHALL BE MADE OF STRAW WITH 40 POUND MIN. WEIGHT AND 120 POUND MAX. WEIGHT HELDTOGETHER BY TWINE OR WIRE.2.PLACE STRAW BALES ON CONTOUR AND WING THE LAST STRAW BALES UP SLOPE SO THAT THE TOP OF THE LASTSEVERAL STRAW BALES ARE HIGHER THAN THE LINE OF STRAW BALES.3.DRIVE FIRST STAKE IN EACH BALE TOWARD THE PREVIOUSLY LAID BALE TO FORCE THEM TOGETHER.4.PUT ONE STRAW BALE PERPENDICULAR ALONG STRAW BALE BARRIER EVERY 100 FEET.112"x112"x42" MIN. WOODSTAKE OR STEEL POSTSILT FENCE112"x112"x36" WOODSTAKE POSTS WITH A MIN.OF 0.5 POUNDS PERLINEAR FOOT(2 PER STRAW BALE)BINDINGS TO BE PARALLEL TOGROUND SURFACESTRAW BALESEMBED STRAW BALES 4"INTO GROUND. BACKFILLAND COMPACT EXCAVATEDFILL ALONG STRAW BALESPLACE 4" OF FABRIC ALONGTRENCH AWAY FROMPROTECTED AREA18" (MIN.)BURY FILTER FABRIC 4"STRAW BALE BARRIER & SILT FENCENOT TO SCALEBABAWOOD STAKE JOINT DETAILSTAPLESTAPLEPROTECTED AREA5' (MAX.)WORK AREAFLOWTOP OF GROUNDGENERAL NOTES1.FOR SLOPE & SWALE INSTALLATIONS, EXTEND FENCE UP SLOPE SUCH THAT BOTTOM ENDS OF FENCE WILL BE HIGHERTHAN THE TOP OF THE LOWEST PORTION OF FENCE.2.FOR FENCE INSTALLED ON LEVEL TERRAIN INSTALL WING SECTIONS PERPENDICULAR TO MAIN BARRIER AT 50'-100'INTERVALS.30" (MAX.)12" (MIN.)112"x112"x42" MIN. WOODSTAKE OR STEEL POSTSILT FENCEBACKFILL AND COMPACT4"x4" TRENCHPLACE 4" OF FABRIC ALONGTRENCH AWAY FROMPROTECTED AREASILT FENCE BARRIERNOT TO SCALE16' MIN.Edge Roadway50' MIN.NOTE: STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED ANDMAINTAINED DURING OPERATIONS WHICH PROMOTE VEHICULAR TRACKING OF MUDGRAVEL BORROW TYPE A12" MIN. THICKNESSCONSTRUCTION ENTRANCE PADNOT TO SCALESEDIMENT & EROSION CONTROL SPECIFICATIONSAPPLICATION OF EROSIONCONTROL BLANKET ON SLOPESNOTES:1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OFLIME, FERTILIZER, AND SEED. NOTE: WHEN USING SCC225, DO NOT SEEDPREPARED AREA. SCC225 MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6"DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTERSTAPLING.3.ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATERFLOW.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITHAPPROXIMATELY 2" OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETSEND OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP.STAPLE THROUGH OVERLAP AREA, APPROXIMATELY 12" APART.REFER TO GENERAL STAPLE PATTERN GUIDE IN NORTH AMERICAN GREENCATALOG FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPEINSTALLATIONS.NOT TO SCALEDIRECTION OF FLOWCOMPOST FILTER TUBEMINIMUM 12 INCHES (300mm) IN DIAMETER WITH ANEFFECTIVE HEIGHT OF 9.5 INCHES (240mm).TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH ORAPPROVED BIODEGRADABLE MATERIAL, HOWEVERPHOTO-BIODEGRADABE FABRIC SHALL BE REMOVED AT ENDOF CONTRACT.TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITHSOIL SURFACE. IT IS NOT NECESSARY TO TRENCH TUBESINTO EXISTING GRADE.UNDISTURBED SOIL & VEGETATION.TUBES SHALL BE PLACED AS CLOSE TO LIMITS OF SOILDISTURBANCE AS POSSIBLE.DIRECTION OF FLOWDIRECTION OF FLOWLIMIT OF WORKCOMPOST TUBES SHALL BE STAKED OR LEANED AGAINSTSUPPORTS (TREES, CINDER BLOCKS) ON SLOPES 2:1 ORGREATER.WHERE NECESSARY, STAKING SHALL BE MIN. 1 INCH X 1 INCHX 3 FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. (1.5m)APART OR AS REQUIRED TO SECURE TUBES IN PLACE. TUBESSHALL BE STAKED ACCORDING TO MANUFACTURER'SSPECIFICATIONS.AREA OFDISTURBANCEPROTECTED AREAGENERAL NOTES:1.PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES (300mm) FOR SLOPES UP TO 50 FEET (15.24m)IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRELARGER TUBE DIAMETER OR ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTERBERM. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS WITH LONGER ORSTEEPER SLOPES.2.INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW.3.TUBE LOCATION MAY BE SHIFTED TO ADJUST TO LANDSCAPE FEATURES, BUT SHALL PROTECTUNDISTURBED AREA AND VEGETATION TO MAXIMUM EXTENT POSSIBLE.4.DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS.5.ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER.6.ADDITIONAL STAKING SHALL BE USED AT THE DIRECTION OF THE ENGINEER.PLAN VIEWCURVE ENDS UPHILLTO PREVENTDIVERSION OFUNFILTEREDRUN-OFF.TUBES CAN BEPLACED DIRECTLYON EXISTINGPAVEMENT WHENNECESSARY.TUBES MAY BEPLACED ON THEUPHILL SIDE OFWELL- ANCHORED,STATIONARYFEATURES SUCH ASEXISTING TREES INLIEU OF STAKING.EXISTINGTREEEXISTING HEADWALL OROTHER OBSTACLESTREAM3.0 FT. (914 mm) MIN.TUBES MAY BESLEEVED (ONEINSERTED INTOANOTHER) OR PROVIDEA 3 FT. (914mm)MINIMUM OVERLAP ATENDS OF TUBES TOJOIN IN A CONTINUOUSBARRIER.UNTREATED HARDWOODSTAKES (TYP.)COMPOST FILTER TUBE DETAILNOT TO SCALEI.F.C.HMM5/7/2019
SHEET NAMEDATESD-2PROJECT NO.DESIGNEDMRGSCALEDRAWNTVTCHECKEDMRAMAY 7, 20195223-11AS NOTEDMISCELLANEOUS SITE DETAILSNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.15 OF 16DESCRIPTIONBYDATEÒI.F.C.HMM5/7/2019One Financial Plaza1350 Main Street, Suite 1012Springfield, Massachusetts 01103(413) 241-6920 Fax (413) 241-6911www.miloneandmacbroom.comCopyright Milone & MacBroom, Inc - 2017PHOTOVOLTAIC ARRAYNOT TO SCALE±8'±3'FINISHED GRADE*VARIES*VARIES*VARIESPHOTOVOLTAIC PANELVARIES±10' OR VARIESFRONT ELEVATIONTYPICAL SIDE ELEVATION*REFER TO ELECTRICALDRAWINGS FOR SPECIFICDIMENSIONS.GRAVEL BORROW(MassDOT M1.03.0 TYPE B, 3" MAX.)COMPACTED SUB GRADEFINISHED GRADE6"4"SECTION - PROPOSED GRAVEL DRIVENOT TO SCALEDENSE GRADED CRUSHED STONE(MassDOT M2.01.7)4000 PSI CONCRETE WITH 5%-7% AIRENTRAINMENT AND 6x6 W5.4xW5.4 W.W.F.HAUNCH SHALL BE CONTINUOUS ALONGENTIRE EDGE2"8"8"15"STIFF BROOM FINISHCOMPACTED DENSE GRADED CRUSHED STONEMEETING MassDOT MATERIAL M2.01.7COMPACTED SUB GRADECONCRETE UTILITY PADNOT TO SCALENOTES:1.EXPANSION JOINTS EVERY 20LF MAXIMUM OR EVERY 144SF UNLESS OTHERWISE INDICATEDON PLANS (SEE JOINT DETAILS).2.SCORE JOINTS 5' ON CENTER UNLESS OTHERWISE INDICATED ON PLANS.3.PAD WILL BE INCLUDED WITH OIL CONTAINMENT DESIGN AS APPLICABLE. DESIGN WILL VARY.SCORE JOINT - SAWCUTNOT TO SCALE1" DEPTH SAWCUTxxxxxxNOTES:1.PROVIDE PREFORMED EXPANSION JOINT AT ALL CONSTRUCTIONJOINT, SAWCUT, AND OTHER LOCATIONS WHERE CONCRETEABUTS EXISTING CONCRETE.CONCRETE PAVEMENTSECTION SEE DETAILxxCEMENT CONCRETE EXPANSION JOINTNOT TO SCALENOTES:1.PROVIDE PREFORMED EXPANSION JOINT AT ALL CONSTRUCTION JOINT, SAWCUT,AND OTHER LOCATIONS WHERE CONCRETE ABUTTS EXISTING CONCRETE.DIAMOND SHAPED LOAD PLATEFINISHED GRADE3/8" WIDTH FIBER BOARD & POLYETHYLENEJOINT FILLER. JOINT FILLER SHALL BE 1" DEPTHCONCRETE PAVEMENTSECTION SEE DETAILCONCRETE PAVEMENT SECTION - SEE DETAILHINGELATCHTRUSSRODDROP ROD7'-0"TENSION BAND24' FACE TO FACE OPENINGFINISHED GROUNDCHAIN LINK SWING GATENOT TO SCALE7' HIGH CHAIN LINK FENCENOT TO SCALENOTES:1.FABRIC FOR FENCES 4' OR LESS IN HEIGHT: TOP SELVAGE TO HAVE KNUCKLED FINISH. BOTTOMSELVAGE TO HAVE TWISTED AND BARBED FINISH UNLESS OTHERWISE NOTED.FABRIC FOR FENCES 5' OR OVER IN HEIGHT: BOTH TOP AND BOTTOM SELVAGE TO HAVE TWISTEDAND BARBED FINISH UNLESS OTHERWISE NOTED.2.GRADE OF FENCE TO BE PARALLEL WITH THE GRADE OF SIDEWALKS, CURBING, GROUND OR TOP OFWALL.3.INTERMEDIATE POST INTERVALS NOT TO EXCEED 500 FEET.4.FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHODS, SEE STANDARD SPECIFICATIONS.5.SPRING TENSION WIRE TO BE FASTENED TO FABRIC WITH 11 GAUGE HOG RINGS AT 1' INTERVALS.6.SPRING TENSION WIRE TO BE FASTENED TO LINE POSTS WITH CLIPS.7.LINE POSTS TO BE DRIVEN EXCEPT WHERE NOTED ABOVE.NO TRESPASSING SIGNNOT TO SCALENOTE: SIGN SHALL HAVE OVERALL DIMENSIONS OF 18" x 12".6"BASIN ELEVATION10' OVERFLOW SPILLWAYBOTTOM OF BASINELEV. 271.7528"6"WEIR CREST ELEV. 274.50WEIR NOTCHELEV. 272.25'MAX216"TOP OF BASINEMBANKMENTELEV. 275.503'18"3'10' MIN.12" RIPRAPSECTION A-ATOP OF BASINEMBANKMENTELEV. 275.50BOTTOM OF BASINELEV. 271.7512"OUTLET WEIR WALLNOT TO SCALEAACONCRETEWEIR WALL12"TOP OF BASINEMBANKMENTELEV. 275.5012" RIPRAP10' MIN.CONCRETEWEIR WALL6" WEIR NOTCH10' OVERFLOWSPILLWAYSTORMWATERMANAGEMENT BASINPLAN VIEWELEVATION VIEW+20'272274275275274272272274275275274
40' BLSF BUFFER302304306280290300282284286288292294296298302304306306308308280280290300282282284286288292294296298302304306306306308308280276278282284280274274276278290290290300288292294296298280290276278282284286288292294294278284282288290280278282284286302304310310280286288290278282284276274275292296300298302306308308294294296EE15'GRAVELDRIVE275.8275.3276.334 LADYSLIPPER LANEJAMES J. & RUTHMARTIN-REHRMANNBK. 2785 PG. 24338 LADYSLIPPER LANEALEXANDER SIMONBK. 8090 PG. 16942 LADYSLIPPER LANECLAUDE D. & ANNDUQUETTEBK. 2780 PG. 26250' PROPERTY SETBACK16' CHAIN LINKFENCE GATEHQ (3)NB (4)KL (4)SS (3)NB (4)KL (4)HQ (5)NB (5)KL (5)SS (4)NB (4)HQ (3)SS (3)KL (4)HQ (4)NB (3)SWNE0'30'60'SCALE 1" = 60'H1" = 6'V01/2"1"SHEET NAMEDATESD-3PROJECT NO.DESIGNEDSCALEDRAWNCHECKEDSWNEMAY 7, 20195223-111" = 20'BUFFER PLANTING PLANNORTHAMPTON, MACED NORTHAMPTON SOLAR, LLCBURTS PIT ROADSHEET NO.16 OF 16DESCRIPTIONBYDATESTORMWATER REVIEW COMMENTSMRG12/13/20180'10'20'01/2"1"Copyright Milone & MacBroom, Inc - 2018MRAHMMMRGPLANT LISTPLANTING NOTES1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2.THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTH OF TOPSOIL FOR ALL SEEDED AND LANDSCAPED AREAS.3.ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OF TOPSOIL.4.THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF SHREDDED MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS.5.ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO AND AFTER PLANTING.PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY AT TIME OF PLANTING.6.ALL PLANT MATERIAL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE.7.TREE SPACING AS SHOWN ON PLAN. SYMBOLS SHOWN AT 50-75% MATURE WIDTH.8.ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TO INCLUDEPROMPT TREATMENT OR REMOVAL AND REPLACEMENT OF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BY THE OWNER'SREPRESENTATIVE. ALL REPLACEMENTS SHALL BE OF THE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANT LIST.9.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND SHALL CONTINUE UNTIL ACCEPTANCE BY THE OWNER'SREPRESENTATIVE. MAINTENANCE SHALL INCLUDE WATERING, MULCHING, TIGHTENING & REPLACING OF TREE GUYS, REPLACEMENT OFSICK OR DEAD PLANTS, RESETTING PLANTS TO PROPER GRADE OR UPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, AND ALLOTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.10.WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTS PROVIDED SHALL BE OF THE LARGER SIZE.11.CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWING SEASON.12.LANDSCAPING SHALL BE KEPT AND MAINTAINED FOR SCREENING PURPOSES IN PERPETUITY BY CED NORTHAMPTON SOLAR, LLCAND/OR ITS SUCCESSORS, SO LONG AS A SOLAR ARRAY IS LOCATED ON THIS SITE. MAINTENANCE WILL INCLUDE THE REPLACEMENT OFANY DEAD/DYING TREES, OR PLANTING OF ADDITIONAL TREES TO FILL IN SPACES.13.THE ENGINEER SHALL COORDINATE THE STAKED LOCATION OF PLANTINGS WITH THE LANDSCAPE CONTRACTOR PRIOR TO PLANTING.TOTAL: 87EVERGREEN TREE PLANTING DETAILNOT TO SCALEDOUBLE STRAND NO. 12 GAUGEGALVANIZED WIRE TWISTED. DO NOTOVERTIGHTEN WIRERUBBER HOSELIMIT OF BALLTREE PITPLANNOTES:1.PROVIDE STAKING AS REQUIRED.2.SUPPORT STAKES SHALL BE REMOVED BY THECONTRACTOR ONE YEAR AFTER INSTALLATION.3.PLANT SO THAT TOP OF ROOT BALL IS EVENWITH THE FINISHED GRADE.4.PAINT ALL CUTS OVER 25.4mm DIA.5.REMOVE ALL CONTAINERS AND BASKETS FROMROOT BALL.6.REMOVE BURLAP FROM TOP 8.5mm OF ROOTBALL.RUBBER HOSE.GUYING WIRES 2 STRANDTWIST 12 GAUGE WIREPROVIDE TURNBUCKLESTO TIGHTEN GUYS.MULCH, TYPE ANDDEPTH AS SPECIFIED.FORM SAUCER.PLANTING SOIL MIX.WATER AND TAMP TOREMOVE AIR POCKETS1 1/2 XROOT BALLDUCK BILL TREEANCHOR, SUPPORTSTAKE, OR APPROVEDEQUAL.SECTIONNOTES:1.UNLESS OTHERWISE DIRECTED SHREDDED MULCH SHALL BE PLACED TO A LIMIT OFONE FOOT BEYOND THE CENTER OF THE OUTERMOST SHRUBS IN SHRUB BED.SHRUB PLANTINGNOT TO SCALECOMPACTEDSUBGRADEFINISHEDGRADE4" MULCHMAINTAIN SAUCER ON LOWERSIDES OF PLANT TO RETAINWATERPLANTING SOIL MIX WATER ANDTAMP TO REMOVE AIR POCKETSTOTAL: 62ADDED SHRUB PLANTINGSMRG4/1/2019ADDED BUFFER PLANTINGSMRG5/1/2019I.F.C.HMM5/7/2019