HomeMy WebLinkAboutTab 5 5005 1044 Route 28 PlansPreTerraDESIGN GROUP, LLC4Bullding A;HodleyBoy RoodSuite 200MA 01035Ph: (413)320-4S18CONSULIANTS:STAMP:JessePEDATE: 12/28//2022DRAWN: BLM/STZCHECK: JMM/TEJSCAtEi SEE PLANSHEET TITLE:TITI,E SHEWazo=UE0==EULMoolqoaEozt-=dUco5uozL=dooaUeazL=coo@Udozt-=doo@uEozL=ooatgzE&oUFoooNaEEEiHSEpb1HHHEEEE9>J7h=., HEg t5&t o<l FJoB NO.: 17-056T"l3452BLUE SIffoUJaIulEozIFF=ElJlo.DDTOWERS III, LLCSITE NAME: SOUTH YARMOUTHSITE NUMBER: MA-5104ADDRESS:'1044 ROUTE2SSOUTH YARMOUTH, MA 02664CO.APPLICANT INFORMATIONSITE NUMBER: 4HY06O4HlF..Mobile'T-MOBILE NORTHEAST, LLC15 COMMERCE WAYSUITE BNORTON, MA 02766ccBBAJ452CO.APPLICANT INFORMATIONgat&tSITE NUMBER: MA-5104NEW CINGULAR WRELESS PCS, LLC("Ar&T")550 COCHITUATE ROADFRAMINGHAM, MA 01701DRAWING INDEXSHEETDESCRIPTIONREVISIONT-1TITLE SHEET6c-1ABUTTERS PLAN & EXISTING CONDITIONS3A-1AERIAL & USGS [/APS6A-2COMPILID PLOT PLAN6A_iOVERALL SITE PLAN6A-4COI\4POUND PLAN & ELEVATION6PLANTING PLAN6A-6PROPERTY LINE OFFSET PLAN6SE- 1SITING ELEVATIONS6D-1DETAILS6cA-1 TO CA-4CO-APPLICANT DETAILS6EC-1EROSION CONTROL PLAN & DETAILS6GENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS ANDCONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THEENGINEER & APPLICANT REPRESENTATIVE IN WRITING OF DISCREPANCIESBEFORE PROCEEDING WTH THE WORK OR BE RESPONSIBLE FOR SAME.2. PLANS FOR PERMITTING PURPOSES ONLY. NOT FOR CONSTRUCTION.3. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROMSURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THECONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELDpRroR TO ANY SITE WORK. CALL DIG-SAFE (888) 344-7233 72-H0URSPRIOR TO ANY EXCAVATION.4, SHEET C_I, ,,ABUTTERS PLAN & EXISTING CONDITIONS,,' REPRESENTS THE1"=40' VICINITY PLAN WTHIN THE TOWN 0F YARM0UTH ZONING BYLAW,sEcTl0N 408.6.3.5. THIS SHEET WAS ORIGINALLY PRINTED TO ANSI D (22,'X34,,) WITH 1''MARGINS, PRINTING TO ANSI B (11,,X17,,) WLL RESULT IN A HALF-SCALE(1:2) SHEET SET WITH 1/2' MARGINS. CONFIRM ALL SCALED DISTANCESWITH GRAPHICAL SCALES SHOWN HEREIN.6. NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES ANDORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWNG:BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE (780 CMR) gTHEDITION (2015 IBC) AND AMENDMENTSELTCTRICIL CODE: NEC 2O2O lYITH MASSACHUSETTS AMENDMENTS (527cMR 12.00)7. THIS PROJECT IS SUBJECT TO THE APPROVAL AND CONDI]IONS BY THECAPE COD COMMISSiON (CCC) THROUGH ITS DEVELOPMENT OF REGIONALTMPACT DECTSIoN (FILE #21012) DATED JANUARY 13,2022,8. SIGHT LINE PROFILES SL_] THROUGH SL_4 UNDER SEPARATE COVER.PROJECT INFORMATIONRAW LAND WIRELESSCOI/MUNICATIONS FACILITYSITE TYPE:SCOPE OF WORK:SITE NAME:SITE NUMBER:SITE ADDRESS:ASSESSOR,S TAX IDfl:ZoNING DISTRICT(S):LATITUDE:LONGITUDE:(P) ELEVATION:DATUM:PROPERTY OWNER:APPLICANT:SITE ENGINEER:SURVEYOR:PROPOSED 115, TALL CLOCK TOWER(119,6,+ FROM STREET GRADE) WTH55'x6O' FENCED COMPOUND WITHIN100'x100' LEASE AREA ANDDRAINAGE/UTILITY EASEMENIS.SOUTH YARMOUTHMA-51041044 ROUTE 28SOUTH YARMOUTH, IilA 02664tilAP 50 LOT 189.1BUSINESS (82)uorlr/uordr cjvrRLlv DlsTRlcr 1 (HM0D1)VILLAGE CENTER OVERLAY DISTRICT (VC3)41'39' J2.O8"t N (RICORD SURVEY 1A)70' 12' 15.16"+ W (RECORD SURVEY 1A)13.6'+NAD83/NAVD88N,/F ROMAN CATHOLIC BISHOP OF FALLRIVER c,/o sr. Ptus xP.O. BOX 2577FALL RIVER, MA 02722BLUE SKY TOWERS III, LLC352 PARK STREETSUITE 106NORTH READING, MA 01864PROTERRA DESIGN GROUP, LLC4 BAY ROADBUILDING A: SUITE 200HADLEY, MA 01035TEL: (413) 320-4918NORTHEAST SURVEY CONSULTANTS3 FERRY STREETSTUDIO 1 EASTEASTHAMPTON. MA 01027TEL: (41J) 203-5144VICINITY MAPPONDLOCUSAoSWAN POND,rsN€BrE g:€FSCALE:1" = 1O0o'* (22x34)1" = 2000'+ (11x17)
ProTerraDESION GROUP, LLO4Bulldlng A;Hodley,Boy RoodSults 200MA 01035(413)320-4918STAMP:DATE: 08,/07/2020SHEET TITLE:AEUr?'ENS P'JNCONSULTANIS:NORTMAST SURVEYCONSULTANTS3 F€rry Strs€tStudlo 1 EoBtMA OlO27203-5t44oaz6UE-!v!codf=zFoz!Ftrza!{zIov=oFo:z=)ltLFoIfFooztNEEEigs3H€\'onblEHHkra eNEEH$ilHEo>JVJa-tt (llr =E3;5st oJOB NO.: 17-290c-1DRAWN: JDcCHECK: BCFSCALET 1"=4O'&CONDITIOMJ142LEGEND\,N/F- NOW OR FORMERLY- IRON PIPE ,/ ROD FOUND_ CONCRETE BOUND FOUND- CATCH BASIN- UTILITY POLE- LOCUS PROPERTY LINE- ABUTTERS PROPERTY LINE- ZONING LINE_ FEMA FLOOD ZONE LINE- CONTOUR LINE_ OVERHEAD WRE- TREELINE50-95/IPFotrEp50-13N/FRITA SIANO68 FOREST ROADSOIJIH YARUOUTH, MA 0266450-96KABLEEN J. SERRANO16 TAIOR SNEETWALHAM, MA 02154/u[oRDRIW02664t150-s7N/FANIHONY PINO14 TATLOR SNEETWAL'IHAM, MA 02453/IDDl-l1,I#I- oHw-\-A-/\r-/\-A-l--,\-^-\-\-/-7;\ttD&IFtzIRFII50-117,N/FMARY ANGUS1MUIIEN24T' MAIN STREETWAREHAM, MA 02571Lc50-8N/FALITN E. RYONEP.0. BOX 440BREWSTER, MA 0263II50-144.1.150-3N/FROBERT F. KOVAR2OJ BEECH STIIITENTHAM, MA 02093on"----.....-* "o*uorTf*.0'-t o"104 WLMOT ROAODEERFIELD. IL 60015,/BOOrl;s"tOsqFT,/I50-185,,*u*r" ,ol/otaro". at. ,*a.PO BoX 14115READING, PA '9612IABUTTERSPLAN & EXISTING CONDITIONS50-188N/FJOHN SIAMOSANSI D (22'X54-) scALE: l--40'ANsl A 01'x17') scALE: 1'=80'50-180J452FAA 1.A CERTIFICATIONI HEREBY CERTIFY THAT THE LAIITUDE, LONGITUDE, AND ELEVA11ON PRESENTED HEREONMEET IHE REQUIREMENTS OF lHE FAA WlH THE FOLLOWING ACCURACIES:THREEFEET VERTICALLYFEET HORIZONTALLYDATEF. STASZ,# 47160o8/07 /2o1eSURVEY NOTESI.SIIEDETAILsHowNoNTHISSURVEYISBASEDoNFIELDDATAcoLLEcTEDoNNoVEMBERia, zor;. ntis sunvlv rs PREPARED lN coNFoRMANcE wTH THE PRooEDURES ANDnEburnel,iEnrs rbi oerl ACcUMULATIoN SURVEYS, As sET FoRrH lN 250 cMR sEcrloN6b). ebuNoenv lNFoRMArloN ts coMPILED FRoM REcoRD DocuMENTs AND ls Nor rosE coNsin0ro As HAVTNG BEEN oBTAINED AS THE RESULT oF A FIELD BoUNDARYSUnvEv, nHo ts SueJEcr ro cHANcE AS AN AccURATE FIELD SURVEY MAY DlscLosE'2. lHE PURPOSE OF IHIS SURVEY IS TO SUPPORT THE DESIGN AND CONSIRUCTION OF A-' rEircouuurutcAnoN FAcrLtrY. usE oF THls sURVEY BY ANYoNE oTHER IHAN BLUE sKYiowtRs ili; ilc, ntro use or- THls sURVEY FoR ANY PURPoSE Nor RELATED To THEDESIGN OF THE INTENDED FACILITY IS STRIC1LY PROHIBITED'3. PROPERTY LINES AND BOUNDARY DIMENSIONS SHOWN ON IHIS SURVEY ARE BASED ON A- cciuptulor oF REcoRDED PLANs AND DEEDS AND ARE Nor INTENDED To REPRESENToEiniiivr BoUNDARy LrNEs oR BE usED FoR THE PURPoSES oF coNVEYANoE'FnopenrV nilliEo tlronunloN HAS Nor BEEN ooNFIRMED BY FIELD SURVEYbriiEnVerrons ltro Ho essEsst,tENT oF LAND occuPATloN HAS BEEN coNDUcTED lNni prieFlinrrou oF THts suRVEY. A PRoPERTY LINE RETRAcEMENT SURVEY HAS NoTBEEN CONDUCTED.4, THE PROPERTY LINES SHOW! ON THIS PLAN ARE lHE LINES DIVIOING EXISTINGOWNERSHIP,S, AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC ORFfrvnrE srniers oR wAys ALREADY ESTABLISHED, AND No NEw LINES FoR DlvlsloN 0FEXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN.5. PRIMARY GEODETIC SURVEY CONTROL WAS ESTABLISHED FROM AN ON THE GROUNDSURVEY USING THE GLOBAL POSITIONING SYSTEM (GPS) ON NOVEMBER 28' 2017, 7HEiodrzbHrer- REFERENcED DATUM ls rHE NAD 83 bAsED oN THE GRs 80 REFERENcEEiirisoro. inr cnto cooRotHATES ARE BAsED oN THE MASSAcHUSETTS srATE PLANEcooRDTNATE SYSTEM OF 1983 CORS96 (MAINLAND 2001). ELEVATIONS SHOW! AREeiiuuib eNo ARE APPRoxIMATED To iHE NAVD 88 vERTIcAL DATUM. vERTIcAL ANDHONZOHTT INFORMATION SHOWN MEETS IHE STANDARD CRITERIA FOR AN FAA 1ACERTIFICATION (20'+ HORTZONTAL AND 3'* VERTICAL).6. IN IHE EVENT THAT BENCHMARKS (TBM'S)' ESTABLISHED FOR THIS PRO'JECT AND-' FueLisFiED oN THts suRVEY, lnr oesrnoVEo, Nor RECoVERABLE oR A DISoREPANCY lsiouro, tne usen suoulo t'tolrv tttts FIRM lN wRlrlNG PRIoR To coMMENcING 0RCONI1NUING ANY WORK.7. lHE LOCUS PARCEL IS SHOW! AS PARCEL 5O-1S9.1 IN THE TOWN OF YARMOUTH TAXASSESSOR,S DATABASE.IHE PROJECT AREA lS LOCATED lN FLOOD ZONE AE (BASE FLOOD ELEVATIoN = 11') &ZONE "X" (SHADED) (AREAS OF 0.2% ANNUAL CHANCE FLOoD; AREAS oF 1% ANNUALcillrcE rr-'ooo wfn'nveRlce DEPTHS oF LESs IHAN 1 Foor oR wrH DRAINAGE AREAsirs5 rnnn t soulRe MILE; AND AREAS PRoTEcTED BY LEVEES FRoM 1% ANNUALcierucE rr-ooo), AND zoNE x (UNsHADED) (AEEAS .gl-Ylt'llv4!-fLggryNq) As--stlow! -oNFlboollsunn(ce RATE MAP cbt'.tuuntrY I'ANEL NUMBER 25001c 0587 J' DATED JULY16, 2014.THE LOCUS PARCEL IS LOCATED IN lHE TOWN OF YARMOUTH 82 ZONING DISTRICT(VILLAGE CENTER 3 OVERLAY DISTRICT & HOTEL/MOTEL OVERLAY DISTRICT).10. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE--iIVESrrCErIOr,rS AND EXISTING PLANS OF RECORD. THE CONTRACTOR SHALL LOCATE ALLuuorncioutlo urlLtrtEs lN THE FIELD PRIoR To ANY slrE woRK. cALL THE FoLLowNGidn lrl Fne-cotlsrRucrtoN NortFlcATloN 72-HouRS PRIoR To ANY EXcAVATIoNACTTVITY: DIG SAFE SYSTEM (MA, ME' NH, Rl, VT): 1-888-344-723311. NO WETLAND DELINEATIONS WERE OBSERVED.PROPERTY OWNER:LOCUS DEED REFERENCE:PLAN REFERENCES:ROMAN CATHOLIC BISHOP OF FALL RIVERc/o sT. Prus xP.O. BOX 2577FALL RIVER, MA 02722DEED BOOK 669 PAGE '144PLAN BOOK 78 PAGE 29I\CENTEROF TOITERLAT:4139'J2.08'LoN:70'1 2'l 5,1 6'N,2703122.19E:10102s1.28GRoUND EL12,tSANDRASOUTH50-190N,/FM. DIGIOVANNI. IRUSIEEP.O.80X 1282YARMOTJIH, MA 02664\BITPARKING\.r./'/ \-CONTROL POINT-MAO NAIL SETN:27oJ585.55E:1o10102.41BlI.PARKING21d+128'*BITPARKING/\F*IMAGNAILN:Erl\I!tigIE!HlFL,AREA - 4.4f,LOCUS50-189.1N/FROMAN CAIHOLIC BISHOPOF FALL RI\ERc/o sr. Plus xP.O, BOX 2577FALL RIVER, MA 02722DEEo 66S-144t PLAN 78-29ZONE:81so-l91NftALToN H. rtrEST70 LONG POND DRI\ESOUIH YARMOTJIH, MA026644\i(IIIIZONE:82\\\VIOODEDEL=14.9C(IIII/:IrijI)IIII)GWOODEDI(UNSHAPED)IlBMy,lII,t/ITII()sI(,*-"i.'i::,^r. IIO BNON LANEsdrn YARMouff. MA t02664 f---/50-10NIVIDA T, PAGOAGAA9 LO.IG POND DRI\€SOUTH YARMflff, MA 0266450-9N/FJOSEPH P. RNNEGANP.O. BOX S41SOIJIH YARMOUIH, MA 02664A17.+ CAPTAIN NOYES ROAOSOUIH YARMOUTH, MA 02664uo*n* ,Xf,* *u.tPO BoX 350SOUIH YARMOUTH, MA 0266440'40'80'
ProTerraDESION GROUP, LLCBulldlng AiBoy RoodSuite 20OMA 01035Ph: (413)320-4918CONSULIANISiSfAMP:DATE: 12/28/2022DRAWN: BLM/STZSCALE: SEE PLANAERIAL &u,scs ff/PSazov.lzlElnFIEHlz-lE!ql=dltrI*l*;l;nltolozl2EIF=t=eledlooUeoztrF=ucoUEozF=EoouueozL=EtrFoozoniEEiHHEH<nE1HHHBEEEoJ>J7h=., qgq;HNOst FJOB NO.: 17-056A-1SHEET IITLE:CHECK: JMM/IEJ234ttulrrrtLN1IDDIr.lI'IcC')(Ilc\JCIBBTt-tiloAl*petREF: ,'USGS COLOR ORTHO TMAGERY (201312014)" DATALAYER DATED APRIL 2O13/2O1+ PqlAlE-?-BY OFFICE 0Fceocneiirc inroir"rnlou (MAsscts), cor,,ri,ronwtnrrH oF MASsAoHUsETTS, tNFoRMATIoN TEcHNoLocY DlvlsloNREFI DENNIS, MA QUADRANGLES, PREPARED BY UNITED STATES DEPARTMENT OF THE INTERIOR'U.S. GEOLOGICAL SURVEY, DATED 2015DEP WETLANDS - DATALAYER PREPARED BY OFFICEoF GEocRAPHIc INFoRMATIoN (MASSGIS),coMMoNwEALTH OF MASSACHUSETTS, MASSIT (2009)MAPPHOTOSCALE:1-=5oo'(22xJa)t-=to0o'(ltxt7)423LOCUSIis/1\.A-1,oSCALE:1'-200'(22x34)(11x17)mo
ProTerraDESIGN GROUP, LLC4Bulldlng A;Hodley'Boy RoodSuit6 200MA O1OJ5Ph: (413)120-4e18CONSULIANIS:STAMP:DATE: 12/28/2022DRAW'I: BLM/STZCHECK: JMM/1EJSCAIET sEE PLANCOUPII,EDPNT PAN@zo6UtI==vLvooU=aoatozE&co@uozl-=eLco@EoztrF=uooUUEIzF=EcouEozt-=tcoEoztrF=ctrFoozNEEEiFI$Essto1HHEEEEE9>J76=.., HPFl;5et oJOB NO.: 17-056A-2SHEET TITLE:+++++ 50-'173 ++l++++++++++++++++it++++++++\50-172+++++++++++++++++++++t'50-186++++++++++++++++t++ -+^ +.c)9,++++p++++++++++++*++++++++++++++++++++++t+++++++++++++++++++++II50-92--1I50-98 ++++++++++++50-101+++++++++++++t++\+++++\+++t++++++++++++t+i+++++++++t+++tt++++++l.'+++++++++f+++++++++++++++++++++i++++++++++++++++++++++I++r++++f+++++T++++s.o-97++++*++i+++i+++++ 50-100 t+11 1++ +Y +l.l;L-r50-950-6+++++++++++++++++++It+++III\++f++(E)fHun"u+++tI++++l--++++++++++Jts.r.4+LOCUSOO' LEASE AREA+++++t+fqlFF2t^xi<dseZONE X(uNsHADEo)"o"on "o#5u" ,,.ror1OF FALL RIVER PABISH +l+++++++c/o sr. Plus xP.O. EOX 2sZFALL RIVEF, MA 02722MAP 50 LOT 189.1AREA = 4.4 ACt+ rP) 115't\'bH5,iiP(sourH &+++t++(P) FENCED COMPOUND ANDCLOCK TOWER WTHIN++++++++++++++I\\50-1 94+t+j+++++d+++++t++i+++.+l-+++++t++ 50-188 ++++++++t++++++++++++f+'50-187 + ++++++++t++++50-35J452t_i!++++t++++++++++\++ft++++++++t++++++++++++++++++++++++++++++++tUEoo2oGoz-9+++++++++++++++++++++++++++r++++++++t+++++++",*+t+++++++++i++t+Dt+tD50-93+t+++f+++t++\to!++t++t++++++++++++)\+++*\ao,co++t+++++I++I+++iit++++++++++++++++t++++t+a+++/+::J\+++++++++++J.+++++++++++++:lrl++(E) LoCUSPROPERTY+LINE++++++++50-1 1 7.1+++c++++c++50-2+++++++++t++++++++++++++++++++++f++++I+++loao++++++15'+++,Jt+++vWDE**[:+++TY EASEMENTI+++R.O.W.++++++++++50-1 75++++t+++++BB++++++ZONE AE++t+++++++++++q+50-1t\.'S *'o+++++++++t++++++t82+++)+++t+++x+t++++42-33.1+++t++f++++++++++++++++++++++f+++++ + +2-38++r+++./::+ 42-37.1 +++++\++*++*f *'+++++++++++++++++++++++++++++++++++++It+++++++++t+++++++++i++t+++++++++++++++++++++++++\++t+++++++++++f+++++++'i++++++++++++++++++++++t++{+i+t+++++++++++++ft++++++f++++++++++++++++++t++++++++t++++++++++++++++++++++++++++++iti+f++++++t+++++++++++++f+++++++t++++++++tt+++++f+t++ +A + ++ +-/+\+ +++i+++++++++++oCOMPILED PLOT45REFERENCESPROPERTY LINE, TOPOGRAPHY AND EXISTING FEATURES _ SEE SHEET C_1ZONING DISTRICTS - MAP ENTITLED "ZONING MAP OF THE TOWN OF YARMOUTH" UPDATEDTHROUGH ANNUAL TOWN MEETING, MAY 7, 2016.THE FOLLOWNG DATALAYERS PREPARED BY OFFICE OF GEOGRAPHIC INFORMATION(MASSGIS), COMMONWEALIH OF MASSACHUSETTS, MASSIT- eurlorNG STRUCTURES (2-D, FROM ORTHO IMAGERY) (JUNE 2017)_ MASSDEP WETLANDS (FEATURES INCLUDING OPEN WATER, MARSHES, SWAMPS &TIDAL FLATS) (DECEMBER 2017)- FEMA NATIONAL FLOOD HAZARD LAYERcorrrRuEb wrH FLooD tNsuRANcE RATE MAP 25oo1co5B7J EFFEcrlvE JULY 16' 2014- FnEPNNTO BY FEDERAL EMERGENCY MANAGEMENT AGENCY, US DEPARTMENT OFHOVEUNO SECURITY. PORTIONS OF THE SITE ARE LOCATED WTHIN ZONE AE AND2onr x. zolr x rs cLAsstFtED As AN AREA DETERMINED To BE ourslDE rHE o'2%IHIUIT CHEICE FLOODPLAIN. ZONE AE IS A FEMA SPECIAL FLOOD HAZARD AREASUS.JECT TO INUNDATION BY THE ONE_PERCENT ANNUAL CHANCE FLOOD WHEREeAiE rrooo ELEVATToNS HAVE BEEN DETERMINED. A PoRTloN oF THE PRoPoSEDWORK IS LOCA]ED WTHIN LAND SUBJECT TO COASTAL STORM FLOWAGE.I;lrlzoNE x - pl5i'ot lf,llo"'tto To BE ouTSrDE IP'E o'2% ANNUAL cHANcEt++++AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUALCHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOTZONL ^ - oR WTH DRAINAGE AREAS LESS THAN 1 SOUARE MILE; ANDAREAS PROTECTED BY LEVEES FROM 1Z ANNUAL CHANCE FLOOD.SPECIAL FLOOD HAZARD AREAS (SFHAS) SUBJECT TOINUNDATION BY THE 1Z ANNUAL CHANCE FLOOD; BASE FLOODz0Nt AL -ELEVATIoNS DETERMTNED.(LAND SUBJECT TO COASTAL STORM FLOWAGE)+++.t+GENERAL NOTES2.THE TYPE, DIMENSIONS, MOUNTING HARDWARE, AND POSITIONS OF A,LL PROJECT OWNER'SrOUfpfurEli ene SHOWIt tttt TLLUSTRATTVE FASHION. ACTUAL HARDWARE DETAILS AND FINALLOCATIONS MAY DIFFER SLIGHTLY FROM WHAT IS SHOWN.THE PROJECT OWNER'S PCS FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENTnsJlrrlrr,cN. rr rs oNLy AccESsED BY TRAINED TECHNICIANS FoR PERloDlc RourlNEvlrnrErlrcr AND THEREFoRE DoEs Nor REQUIRE ANY wATER oR SANITARY sEwERSENVLCI. iHT FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PERADA REQUIREMENTS.rir orsror br fiE TowER, FoUNDATIoN AND ANTENNA MoUNTING HARDwARE wLL MEETTHE ANSI,/EIAITIA_222_G STANDARDS FOR STRUCTURAL STEEL ANTENNA SUPPORTINGsinuCiu(rs hro stetE BUTLDTNG coDE REQUIREMENTS. DETAILED coNsrRucrloNonewitos AND sTRUcTURAL cALcuLATloNs wLL BE PREPARED BY A REGISTEREDFHoressroruer- ENGTNEER AND suBMtrrED wlrH A BUILDING PERMIT APPLIcATIoN FoRNCVCW IIO APPROVAL BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICIAL.olce rHi llctrtrv eEcoMrs FULLY oPERATIoNAL, NoRMAL AND RourlNE MAINTENANcEBY TOWER OW\ER,S AND CARRIER,S TECHNICIANS WLL BE PERFORMED. THE ESTIMATEDviHrcur-An inrrtc cElrrRerD BY THEsE vlslrs ls PREDIoTED To BE LESS IHAN THETYPICAL TRAFFIC GENERATED BY A SINGLE_FAMILY DWELLING.siEEr c-r, "ABUTTERS PLAN & ExtsrlNG coNDlrloNS," REPRESENTS rHE'1"=40'VlclNlrYPLAN WTHIN THE TOWN OF YARMOUTH ZONING BYLAU SECNON 408.6'3.3.4.5.ZONING SUMMARYzoNrNG DrsrRrcT(s): BUSINFSS DISTRICT (82)oVERLAY DISTRICT(S): HoTEL/MoTEL OVERLAY DISTRICT 1 (HM0D1) .. . VILLAGE CENTERS OVERLAY DISTRICT 3 (VC3)'ASSESSORS lD: MAP 50 LOT 189.1(P) USE: PERSONAL WRELESS SERVICE FACILITY -DIMENSIONPROVIDEDCONSTRAINTPARCEL - AREA4.4 AC+20,000 sF MlN.PARCEL - FRONTAGE1,223't125' MlN.PARCEL -&.IMPERVIOUS COVERAGE85% MAX.COMPOUND - FRONT YARD113'+15' MiN.(P) COMPOUND _ SIDE YARD177't15, MINCOMPOUND - REAR YARD69'+20' MIN,COMPOUND _ ACCESSORY STRUCTURE HEIGHT'14'135, MAX.(P) CLOCK TOWER _ HEIGHT (HIGHEST APPURTENANCE)11s'rr 1tg.o'+'200' MAX.CLOCK TOWER - DISTANCE TO PROPERTY LINE120't(looz HETGHT(P) FACILITY - DISTANCE TO SCENIC ROAD>3OO' (OLD MArN STREET)1 - TOW\ OF YARMOUTH, ZONING BYLAWS 2017, S2OJ.5 TABLE OF DIMENSIONALREQUIREMENTS (A): "THE VILLAGE cENTERS oVERLAY DISTRIcT (vcoD) oVERLAYS.oTHERDlsrRtcTs ltto iir oturlstoNAL REQUIREMENTS oF sEcrloN 414 sHALL GovERN "2 ... TOWN OF YARMOUTH, ZONINC BYLAWS 2017' 94OA.7.2.1 ALLOWED AREAS: ''1' THE- SITING OF PERSONAL WRELESS FACILITIES SHALL BE ALLOIVED IN ANY ZONINGDISTRICT,..,,SPECIAL CONSIDERATION FOR THE FOLLOWNG:3 - TOWI\I OF YARMOUTH, ZONING BYLAWS 2017, 9+OA,7.6.2 HEIGHT. GROUND_MOUNTEDFAclLlTlEs: "GROUND-MoUNTED PERSoNAL WRELESS SERVICE FACILITIES SHALL NoTpio,rtcr HtcHrn THAN TEN FEET ABovE THE AVERAGE BUILDING HEIcHT oR' lF THEREnnE t'lO eUtrOtNCS WTHIN 300 FEET, THESE FACILITIES SHALL NOT PROJECT HIGHERTHNI TTT.T FEET ABOVE ruC IVTNNCE TREE CANOPY HEIGHT, MEASURED FROM GROUNDLEVET (AGO. IN NO CASE MAY HEIGHT EXCEED 2OO FEET ABOVE GROUND LEVEL."4 - HEIGHT OF TOWER ABOVE ADJACENT STREET GRADE (ROUTE 28) AS DEFINED IN THETOWN OF YARMOUTH, ZONING BYLAWS FOR HEIGHT MEASUREMENTS.I h-+scALE: 1'=80' (22x34)1'=160'(11xl7)2LAN++++f3+,:+++++.t
ProTerraDESIGN GROUP, LLC4 BoY RoodBulldlnq A; Suite 200Hodl€r MA 01035Ph: (413)J20-4318CONSULIANIS:SfAMP:DATE: 12/28,/2022DRAWN: BLM/'TZCHECK: JMM/TEJscAtE; SEE PLANOVERAUSITE PI/Nzo6UvozEEUdEoufaaoEoztrF=&oaEozl-=/IoUvoztrF=eIoaEozL=dco&ozt-=EcoUEFozNEEEiilEIHEt'AEb1HHHEHEEo>JU'." Hp$;gNO<l I-JOB NO.: 17-056SHEEI TITLE:A-3DISTURBANCE SUMMARYITEMAREA (SF)TREE CLEARING9,690(P) GRAVEL SURFACES (DRIVEWAY & COMPOUND)3,A25(P) LOAM & SEED6,J20(P) U/C uTlLrTY TNSTALL To R.O.W.405TOTAL EARTH DISTURBANCE1 0,550A--**t-t-lIIJ543--\22t'' ;rtfii.l rlat(E) wooDEDAREAFENCED COMPOUND ANDCLOCK TOWER WIHIN100'x100' LEASE AREA/{//,/,/?D{ZONEX(UNSHADED)Drr:(E) CHURCHBUILDING---r. * _15L)- (P)l.IIc "\BFEMA FLOOD(zoNE x)BOUNDARYj.< \+* t -"\t-I,lI7€(P) UNDERGROUNDUTILITIES(P) TREE LINE/"i,id*-!zILOCUSN/F(E) PAVEDPARKING LOTOVERIEAD.4// -,//Yl4-.-- 12'- i-; --,f "(P) 1PEAGRAVELDIAPHRAGMIIIIROMAN CATHOLIC BISHOPOF FALL RIVER PAFISHc/o sT. PlusxP,O. BOX 257FALL RIVER, MA 02722MAP 50 LOt 189.1AREA - 4.4 ACtI(E) EDGE OFPAVEMENT, TYP.c(P)WTHVEGETATED SWALEEROSION CONTROLBLANKET, TYP.IIIIIFEMA FLOOD (ZONE AE)1OO YEAR FLOOD PLAIN ANDLAND SUBJECT TO COASTALsroRM FLOWAGE. 11' (NAVD88)ZONEX(SHADED)/\/'SOIL MAP UNIT: 252ACARVER COARSE SANDHSG: 'A'(P) PAD MOUNTEDTRANSFORMER(E) WooDEDAREA-oft-t(E) UTILITY POLE#200-35A11/\(cLocKTOWER FACE)IIIIIIIlt'rdQ"'rtj*n* tottl\\-g-r'(cLocK(E) UTILITY PoLE#2Oo-36-/tttt-\0'(P) DRAINAGEEASEMENT(P) TREE IINEOVERHEADIIII)oeBAUt#UNPooJo(E) PAVEMENTMARKINGS, TYP.(P) INFILTRATION BASINWTH SEDIMENT FOREBAY(PRETREATMENT)\\1r; ',*o ,o**,*a',-AREAREPLACE DEAD FRUITTREE (IN KIND)l(SCALE:(E)PARKIPAVEDNG LOT(P) 10' wDEUTILITY EASEMENTTO PUBLIC R.O.W.(E) NATURAL y'VFGFTATED J-g' -* - '*- -* -. g- * -* -- /'oHw-""-iii-oHWl#rrLtgn stntp - -\--* \ -- -*- -_'\\(E) BrT. DRIVE\....- -* -- -ITE PLAN5CONNECT UNDERGROUND UTILITIESTO (E) UTTLTTY POLE #200-36,COORDINATE WTH UTILITYPURVEYOR, UPGRADE AS REQUIREDROUTE 2834
ProTerraDESIGN GROUP, LLC4 BoY RoodBuilding A; Suite 200Hodle, MA 010J5Ph: (41r)J20-4918cojJsull4rvls'STAMP:DAft: 12/28/2022DRAWN: BLM/STZCHECK: JMM/\EJSCALE SEE PLANSHEET fITLE:COUNUND PI/N& EI,EVATIONzoUI=:vLEooUl6o6UtozE=eIoEoztrF=EooEozE&coUUuozF=ecoaeazEEouFoozNEEEi,iilEIHE\'ssblHHHBE€EH;HEo>J7h=., HP3;gst o<l FJoB No.: 17-056A-42543z-ZONE X(UNSHADED)'I.$/ZONEX(SHADED)/iII+\tt-IIh(P) 1oo'xl00'LEASE AREA(F) CARRIER LEASEAREA, TYP.VEGETATED SWALEEROSION CONTROLBLANKET, TYP,(P) AT&T 2so SFLEASE AREA WTHGROUND EOUIPMENT+tr/zo(P) SCREENINGTREES.IE AE/o-DD(P)WTH(P) IREE LINEFII++t._.....t 1....- --l 1,.,---*----* f-"* -' -t-*_........._....t(P) REINFORCED CONCRETEFOUNDATION PENDING RESULTSOF GEOTECHNICAL REPORTI J.O(F.G. AT TOWER CENTER)lASSUMED STREETrrevirtoru, RourE 2s)+r\- /+-.-i-++INOTE:ONLY ONE SECTOR VIEW ISSHOWN FOR CLARITY. REFERTO SHEETS FOR CA_l ANDCA-J FOR CARRIER EQUIPMENTAND MOUNT DETAILS..2\.cA-,NOTE:CLIMBING PEGS SHALL NOT BEINSTALLED ON THE TOWER LEGSFOR THE FIRST 14,t ABOVEGRADE, OR A CAGE WTH LOCKWLL BE INSTALLED TO PREVENTACCESS TO THE TOWER.(P) 55'x60' 6' TALLSTOCKADE FENCE(P) CRAY ASPHALTSHINGLES(P) PAINTED WHITEWOOD TRIM(P) T-MOBILE RFEQUIPMENT BEHIND RFTRANSPARENT SHROUD(P) AT&T RFEOUIPMENT BEHIND RFTRANSPARENT SHROUD58.0'+PANELFACE(F)(BYRF EQUIPMENTOTHERS), TYP.(P) CLoCK FACE(BY oTHERS)14,J PANELFACE, TYP.(P) 2.0'o STEELTOWER LEG, PAINTEDWHITE, TYP.18.0'A TOTAL WIDTH16'+ q LEG TO q LEG+++(P) 12" wDEPEA GRAVELDIAPHRAGM\/J-3' MIN. SEPARATION PROVIDED FORAI IERNAIT (F) 8' lALL ANTI-NNAS3' MIN. SEPARATION PROVIDED FORALTERNATE (F) 8' TALL ANTENNAS(P) sroNECOMPOUNDSURFACE(P) 6' H|GH SoUNDMITIGATION SHIELD,DESIGN BY OTHERS(P) T-MoB|LE 10'x26'LEASE AREA WTHGROUND EOUIPIMENT\(P) METER CENTER VHOFFMANBOX & ICE CANOPY PROTECTION(AS REQUTRED). PROVTDE 2'MlN.FROM BOTTOM OF ELECTRICPANELS TO BASE FLOODELEVATION (BFE)uozzPElo&FaUI0IoottgoFYooJoLooFoFzotrgUooeo=laooE_'+l@oidozzFv)oLFaUI!2ILooEEgoFYoo)ooLoF+tirta5o@uoIoz{zoFozloLozolJoze=oFvooJooooF+tbazzFzJUz&5@oIcei+tioocC1(P) RFP/PVC PANELS(FIBER REINFORCED POLWER)PAINTED GRAY2'1'o:'(P) Ar&r (2) DC TRUNKLTNES, (1) FrBER LINE,AND (1) INNERDUCT RUNWTHIN TOWER LEG1'2'(P) WHITE RFP/PVC TRIM(TOP AND BOTTOM)(P) MIN. ELEVATION FORTOP OF CONCRETE PIERFOUNDATION = 13.6'NAVD88(MlaEUIFoozzFzJUzLj@EUEomzzFz)uzo.t1?DazzFzJUzoFdEFcet.tl'noFEMA FLOOD (ZONE AE)lOO YEAR FLOOD PLAIN ANDLAND SUBJECT TO COASTALsroRM FLOWACE. 11' (NAVD88)\-r(B -\(P) 4" SLOTTED PIPE ANDSTONE FOUNDATION DRAINTO DAYLIGHT WTH RIPRAPOUTLET PROTECTIONINV OUT = TBDSl OPE = 0.5% MlN.h2B(P) T-MoB|LE 50010.2(ME)LPWDE12'TANK ON 4'x10' CONCRETE PAD.-,\-',t111;'1 (P) lcE BRIDoE PRoTEcTIoNFROMoOtzL<LOdci,o anoFDRIVEWAY(P) DRAINAGEEASEMENT(P) TREE LINE\10.10.2(ME)9.8T-----IIF-III(P) 15'ACCESSWDEEASEMENTTO PUBLIC R.O.W.L...- (ME)(ME)(E) PAVEDPARKING LOT(P) ,NO PARKING'MARKINGSa' COMPOUND PLANSCALE: 1"=1O'1"-20'?.\IN. 1' ABoVE 13.5')oa1"_lf-(P) INFILTRATION BASINWTH SEDIMENT FOREBAY(PRETREATMENT)EXCAVATION & PREPARATION OFFOUNDATION BASE & STRUCTURALBACKFILL MATERIAL SHALL BE INACCORDANCE WITH GEOTECHNICALRECOMMENDATIONS (BY OTHERS)ELEVATION(cLocKSCALET 1'=10'1"=20'II(P) UNDERGROUNDUTILITIESJ,,(P) 1o'UTILITYEASEMENTTOR.O.W.TREE CANOPY NOIE:EXISTING TREE CANOPY HEIGHT PROVIDED BYVIRTUAL SITE SIMULATIONS, LLC WTHIN ,'TREEHEIGHT ANALYSIS PACKAGE" DATED MARCH 15,2022 (IREE HEIGHTS FROM LIDAR SOURCES),254J1III ogsga BY oTHFRS-- --1" -'- |l----------r3.1a------IIL(P) 6'MITIGAHIGHsouTIONsHtELD,= 13.6*(P) cLocKTOWERu/(F) 0ARRTERRF EOUIPMENT(P) DOUBLE6, GATES9.25.6CIP UNDER
ProTerraDESIGN GROUP, LLC4Bullding A;HodletBoy Roodsuite 200MA 01035Ph: (413)s2o-4918CONSULIANIS:IIPLACE Allionce37 Soulh Pleolont Sl, Sulle 3NEAmhed, rriA 0l 002413.t87.1i154STAMP:DAIE: t2/28/2022DRAWN: BLM/STZCHECK: JMM/TEJzo6Ecztr!xIuoaU=,1,1,>l>l>;l;l;Fl=15clolooUug2t-=doouaugzE4ooeczEddUFo{cla@lold;lbliN@Ndo2o- l*1"EEEiFIsEnb1HHEEXEE9>J6=., H8q;gHOSCALEj SEE PLANJoB NO.: 17-056SHEET TITLE:PI/MINCPLANA-5NOTE:INKIND O) FRUIT TREEBELT NORTHEAST OFPLAN A-5 FOR LOCA'IION).7t*),-. -- - -IILSTONE-lIII.JLT-3-PrltJ452tlFill),"' ELACK PLAST1C HOSE1tGA. GALV WRE, COIL EACHNGHIY ALLOW FOR AOEQUAEx)l€END- h --*o-rr cA. cALV wRE. corlll Hlll EAcH ENo rcHtY ALLow FoRr.|Y II ADEOUAIE TRUNK MOWMENT,"'P\-t3hmo BLA6KPLAS'NC HOSENUNK MOV€MENTLOAM & SEED ALL DISTURBED\ /j-AREAS OUTSIDE OF THE,(P) s5'x60' 6' TALLSTOCKADE FENCECOMPOUND AND DRIVEWAY.STABILIZE WTH EROSIONCONlROL .BLANKET.I3-CTENIABCTLOEIAILENLARGED OETAILDAMAGE OR CUTTRIM BRANCHES TO RETAIN NAruRAL FORMOF NEE DO NOT INJURE BRANCH COLLARDD(P) loo'x1oo'-JLEASE AREA I2I-BARS40X40X5XLONC OUTSiDE ROOT 8ALI.,SIDE OF PREVAILING UNDS2500MMWff ONE ON(oPTroNAL).OFiltNBARKED TREES WTHAf APPROPRIAE NMEOF ROOT AAI SHALL BEARTHE AREATO FINISHED(P) TREE LINEIT DID TO PREVOUS GRADEMULCH OVER ENNRE PLANNNGHOLE, KEEP AWAY FROM TRUNKCREATE RAISED SAUCERAROUND EDGE OF ROOT BALLBEtJ\OFROOIgALL SHALL BEAR SAMEFINISHED CRAOE AS IT DIDTOTO PREVOUS GRADEENNRE PLANTING HOLE.WTH NANW SOILTRUNK.I(P)SAUCER AROUNDBALLVEGETATED SWALEEROSION CONTROLBLANKET, TYP.ANDREMOVE ToP 1/3 OFruNE AND HREWfl NATIW SOIL3_RM2-loBURLAP,BASXETFRdROOTBALLFINISHEO& A ROOT BALLSEfrLING,BENEATHDO NOTROOT BALLBURLAP,ROOT BALL*-r 12- ._*NOTFS:I. DO NOT DAMACE MAIN ROOB OR DESMOYROOT BALL wlEN INSTALUNG MEE STAKE.2. WAER ffOROUGHLY AFER INSTALLANN.3. REMOVE TREE RINGS AND STAKES TWOYEARS AFER INSTATLANON.4. PROVIDE DRAINAGE FOR PLANNNO PIT IF INIMPERMEABLE SOIL,5. ALL TREES MUST BE TACGED AND APPROWDBY CONSULTANT WHIN 14 OAYS AFERINDER CLOSINC.ROOT BALL2_PMNqIESiI, DO NOT DAMAGE MAIN ROOTS OR DESTROYROOT BALL ffiEN INSTALLING IREE STAKE,2, WATER THOROUCHLY AFER INSTALLATION.3, REMOVE TREE RINCS AND STAKES ruOYEARS AFTER INSTALLATION.4. PROVDE DRAINAGE FOR PLANINC PIT IF INIMPERMEABLE SOIL,5, ALL REES MUST BE TACCEO AND APPROVEDBY CONSULTANT WIBIN 14 DAYS AFIERTENOER CLOSINC.SUB CRADE, TO AVOID SETIINGEXCAVAE BENEATH ROOT BALL3_VTCc--lTREE PLANTING DETAILS (ALL SOILS)LOAM & SEED ALLDISTURBED AREASOUTSIDE OF THECOMPOUND ANDDRIVEWAY. STABILIZE!!]TH EROSIONCONTROL BLANKET.CLEANLY PRUNE ONLY DAMACED'DISEASEO AND/OR \4€AK BRANCHESFINISHEOCRADE AROUND PLANT TOSAME AS ORIGINAL CRAOEPLANNNG NO'IESPLANNNG SHALL BE EXECUED TO HE LIMITS SHOM ON THE ACCOMPANYNCBEOFftEPLANT1.2.3.THE SPECIFIEOPLAN.SAUCER AROUND ROOT BALLCONTRACTOR SHALL PROVDE PROJECT DES]GNER Wff SAMPLES, PHOTOS' CUT SHEETS, ANDorren ooCuvenrnron FoR ALL PRoPosED MATERIALS AS NEEDEo To ENSURE THE PRoDUoTS r0BE INSTALLED AND USED ON_SITE MEET THE DESIGN INTENT AND SPECIFICATIONPLANTS TO BE APPROVED BY PROJECT OESIGNER PRIOR TO DELIVERY TO SIE. CONNACTORSHALL VERIFY HE RECEIPT OF PLANTS IN GOOO CONDIION, AS SPECIFIEO, AND IN frEOUENIIES SHOM ON lHE PLAN. PLANT SBSITUNON MAY ONLY BE MADE AY PLACE ALLIANCE.ALL COMMERCIALLY OATAINED STOCK WLL BE BARE ROOT (PLANTING OF BARE ROOT PLANTS WLLONLY BE INSTALLEO WilIN APRIL 1ST TO JUNE 15TH OR SEPTEMBER 15fi TO NOVEMBER 3OTH).CONTAINER_GROW{ OR B&8. AND SECURED ffROUGH REGINAL SOURCES TO ENSURE THATPLANTS WLL BE ADAPIED TO LOCAL CLIMAIE AND SIE-SPECIFIC CONDITIONS. ALL PLANT4_MPWfr NA]IVE SOIL(P) DRAINACEEASEMENTBURTAPORREMOVE TOP I/J OFCONTAINER (F CON1AINERMATERIAL SHALL CONFORM TO HE GUIDEUNES ESTABLISHED BY.HE AMERICAN NURSERY ANDLANDSCAPE ASSOOANON". LAIEST EDINON4. PLANT LOCATIONS SHALL BE 6E STAKED IN BE FIELD PRIOR TO INSTALLAION TOR APPROVAL BYPROJECT OESICNER ANO MAY BE ADJUSED EASED ON SITE SPECIFIC CONDI'NONS' PLANTSUBSNruNONS DUE TO COMMERCIAL AVAILABILI1Y OR HMROLOGICAL CONDITIONS MAY BE MADEAY THE PROJTCT DESICNER.5. PLANNNC WLL AE OELAED AS NEEDED TO ENSURE PLANNNG IS COMPIEED DUNINC ORYffiATHER. NO PLANNNG WLL OCCUR IN FROZEN GROUNO.6. PLANNNGS WLL BE COMMENSURATE WTH ALL NOES AND SPECIFICATIONS ON ffIS PLAN. OWNERSREPRESENTATIW WLL BE ON SITE OURINC PLANTING OPERANONS TO NNALIZE EXACT LOCATIONSOF ALL PLANTS BASED UPON SPECINC HrcROLOGIC AND SITE REQUIREMENTS,7, SEED H1LL 8E MIXED IN HE SPECIREO PROPORNONS BY MIGHT AND DOCUMENT frE WNDOR.SCUMENTE OT ANALYSIS. SEEO WLL 8E APPLIEO BY THE BROADCAST METHOD AT THE RATESPECIFIED. SEEDING WLL TAKE PLACE AFTER ALL OHER PLANTING IS COMPLEE' ALL SEEDEDAREAS WIL BE HNRO-MULCHED WTH A TACKIFIER OR COWRED V{TH AN EROSION CONMOLBLANKET TO REDUCE EROSION.8. ALL DUE CARE WLL BE TAKEN DURINO HE SIE PREPARAI1ON AND PLANTING WOR( TO AVOIDCOMPACION OF SOILS.9. IHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CAREFUL INSTALLATION. MAINTENANCE(INCLUDING WAERING). AND ESTABLISHMENT OF THE SEEDED AREAS AND ALL INSTALLED PLANTiranRrALs. ALL pLAiiTs SHALL aE GUARANEED 8Y THE coNRAcToR To REMAIN ALIVE ANDHEALTHY FOR A 12 MONTH PERIOD. BEYOND 12 MONTHS, NE OMER ltllL 8E FOR RESPONSIBLErON NEPUCIHC WGETANON, PREVENTING EROSION. AND MAINTAINING THE PROPER FINCION OTTHE BASIN IN COMPLIANCE WB THE MAINTENANCE PLAN. PLANINGS SHALL BE MONITORED FOR A3.YEAR PERIOD AND MUST HAW A 50' SURVVAL RAIE.BBts NoN- oRcANlc REMOVE COMPLETELY)MULCHSLITS IN ORGANICFACILITATE ROOT(P) TREE LINETREESTO--l\NOES:1- WAER IHOROUCHLY AFER INSTALLAIION'EXISNNG SUBGRADE, TO AVOIDSETILING DO NOT EXCAVATEDEEPER ftAN ROOIS(E) PAVEDPARKING LOT2. FOR PLANNNG 8ED INSTALLATION EXCAVAIE ENNRESHRUB 8ED AS SHOM ON PROJECT DRAWNGS'IIII-1(P) 10' WDEUTILITY EASEMENTTO PUBLIC R.O.W.(P) 15' wDEACCESS EASEMENTTO PUBLIC R.O.W.SHRUB DETAI-_--\\\\NOT TOQ'PLANTING PLANPLANT LISTSWBOTCOMMON NAMESCIENI|NC NAMEsrzE (MTNTMUM)NOTESTREES _ EWRGRIENCTAtlontlc hlt€ CedorChomo€clporls thyoides6' TO 8'TALLNANVE6to6. TO 8' TALL4Eostern Rsd cadorJuniperus drqlniono6' TO 8. TALLNAIW8LANOSCAPE SHRUBSRMRoseboy Rhodod€ndronRhododendron moximum3'To 4'HGTNANW6Beoch Plum3' TO 4'HGTNAIW5Hiohbush Blu€berYVocclnlum corfbosum3. TO C HGTNATIW8Northern BolboryMylco penstvonico3' TO 4'HGTNANVEIAmericon Cronberry BushMburn!m trilobum3,TO 4'HGTNANW7ChokeberryJ'TO 4,HGTNATIW4sCALEl(22x34)(11x17)l.o'FLATBOTTOM10. IHE PROJECT DESICNER WLL PROVIDE AUPON COMPLENON OF BE RESTORAIIONPLANNNG REPOR1 TO ffE CONSERVATON COMMISSIONAREA.SEE PLANSEE PLANFINISHEDGRADEEROSION CON'IROL BLANKETTO BE USEO ON 2:1 SLOPESIN VEGETAIED SWALES.11. ffE MINCANON AREA. DEFINED IN ffE TANDSCAPE PLAN. SHALL BE MAINTAINED AS A NAruRALAREA IN PERPETUITY.12. ALL INVASIW SPECIES REMEDIATION TO FOLLOW PROPER SAFETY AND ENVRONMENTALGUIDEIINES. ALL CUT INVASIVE TO BE REMOVED OFF-SITE AND DISPOSED OF PROFERLY.LANDSCAPE MAINTENANCE1. ANNUAL LANDSCAPE MAINTENANCE MAY BE REQUIRED TO CONNOL UNDESIRED AND INVASIVEPLANT SPECIES.2. INsPEcnoN oF lHE LANOSCAPE PLANTS SHALL OCCUR ONE O) NME PER MONTH FOR THE FIRSTEAR. ffIS INSPECTION SHOULD INCLUDE AN ASSESSMENT OF PLANT HEALTH AND VIGOR ANDERADICATION OF ANY VIEEDS. INVASIVE PLANTS. OR ,VOLUNTEER" PLANTS THAT MAY SPROUT'3. ALL ruRF AREAS SHALL BE MOM. MAINTAINED, AND REPAIRED AS NEEDED.4. NAN\€ PLANTS MAY BE AODEO AS NECESSARY IN ]HE EWNT OF PLANT LOSS'AA4,, TOPSOIL, FERTILIZE AND SEED SIDE SLOPES AND BOTTOM WTH NEW ENGLANDERosroN coNTRoL,/ RESToRAIIoN Mlx FoR DETENTIoN BASINS & Molsr slrEsBY NEW ENGLAND WETLAND PLANTS, INC. OR APPROVED EOUAL (1LBS/250 SF)VEGET2345SCALE:
PreTerraDESIGN GROUP, LLC4Boy Roodsuit€ 200MA 01035Eulldlng AiHodley,Ph: (413)320-4918CoNSULIANISTSTAMP:DAIE: 12/28/2022DRAWN: BLM/STZCHECK: JMMNEJSCALE: SEE PLANPROPERTY UNEOFFSTT PI/.Nazo|YozI=eUcdoa=qoUUEozt-=eoouugztr=dooegzEctroqdczE=/oo@uozt--=u0ovozL=tdFdoNozoo@EEEiH:sEb1HHHBEEEHilHEo>J6=" Hgq;5et o<l l-JoB NO.: 17-056SHEET TITLE:A-650-1 4tso-l3 /\cfq50-1 0LI1l+€(uo-u I[Jr50-7(- 50-94J\)/ 50-_96a\/ i(,-/,\1Itl50-97I),/nr/50-1 92(- 50-1 94*)q)I\I2so-188(,^50-1 9B50-1 97o,/50-187cQ-o()f)-)395,9""S4/\(I\)/3{)(I)\-t,", ILI2uEoozodtzoJt1Iq)\)(;()\)I({)DD'..21(L)I{,-\\:\\1I)(IA\\)\(\(rl\(:- ,it / \-/.i+({IlI)J tl)clt\IT\RbI\t.?)I50-1\iL1t)ROMAN CATHOUC BISHOPOF FALL RNEN PARISHc/o sT. plug xP.O, BOX 2577LOCUSN/FFA[l ntvER, MA 02722MAP 50 LOT 189.1ARE{ = 4.4AC!/{)*t-LOCUSLINE/)c)I,50-2)I\(P) 1ZONE't5'*AND TREEBUFFER ZONE(souTH &)),,1osa"., I!yL- -\{(tl\(P) FENCED50-1 84.1.1u\wTHrN , /enui /CLOCK TOWERLEASE+2-34-('/ 42-37.1\-\cl)IItT,,4\,-iI- I( --)-I(\ lt.15'EASEMENTOR.O.W.{tI()Jlo+-{01\\\\\\r_\\\\B)It--EASEMENT\-\50-1 75(xr- -l.- t- \/ .--t--- --- / -I - -\\ --"-)\so-r, -- -=-\ ,. \:_.-'.-/ - \ \\\\ 6-..]\ -\{0(\Bt\I"s"{i?Ibsv()-\.9()-:)(-*\\.\n/I42-33.1 IIY.* ,/(lt-t(L((L.tt\\-)\\((o /\\,1:A\J\\ ,/oPROPERTY LINE OFFSET(22x34't(11xl7)SCALE:1"-160'432PARCEL+2-33.1+2-3842-3942-3950-0250-0350-0450-0550-0650-0750-0850-0950- 1050-1 150-1 450-1550- 16so-1750-9550-9650-9750-9850-10050-1 0150-'il 7.150-1 7150-17250-17250-17450-1 7550-'t84.1.150-18550-18650-18650-1 8850- 1 89.150-19050-1 9150-1 9150-1 9150-19'l50-1 9250-1 9350-1 9450-1 9450-1 9550-1 9650-19750-19750-1 98NOTE: DISTANCES ABOVE BASED UPONBUILDING STRUCTURES (2_D, FROM ORTHOIMAGERY) (JUNE 2OI7), PREPARED BY OFFICEOF GEOGRAPHIC INFORMATION (MASSGIS),COMMONWEALTH OF MASSACHUSETTS. MASSITDISTANCE FRoM (P) TOII/ER CEN.IER680'+488'+451'+ (BUTLDING 1)469'+ (BUTLDING 2)701':t+25'*.506'+602'+571'r+87'+406'+433'*+76'+545'+565'+676'+668'*663':r673'1742'+577'+463'+374'+.+26'+533'1328'*451'+490'+499'*478'+ (BUTLDTNG 1)sl1'+ (BUTLDTNG 2)521'!.571'*.250'*339'+ (BUTLDTNG 1)404'+ (BUTLDTNG 2)277'+167'+ (CHURCH ON LOCUS)259'*.1 34'*164'1188'+277'+330'+292'+214'+ (BUTLDTNG 1)2s0'+ (BUILDTNG 2)39t'r324'+365'+ (BUILDING 1)379'+ (BUTLDTNG 2)4s1'+(BUTLDTNG r)(BUTLDTNG 2)(BUTLDTNC 3)(BUTLDTNG 4)
DESIGN GROUP, LLCProTefta4Building A;HodlsrBoy RoodSult€ 200MA O1OJ5Ph: (41 3)320-4918SHEET TITLE:SIfliVCEI,EVATIONSDATE: 12/28/2022SCALEi SEE PLANDRAW\!: BLM/STZ)HECK: JMM/TEJCONSULTANTS;zo6vFozE*EifilslHE\' (!Eb:HHHHEEH$ilHEI>JYJU'irtA3;g&l o<l FSTAMP:JoB Noj 17-056SE.1ANDELEV. 1NOTE:ONLY ONE SECTOR VIEW ISSHOWN FOR CLARITY. REFERTO SHEETS FOR CA_1 ANDCA_3 FOR CARRIER EQUIPMENTootuU=oozz=L<Lz<"FUzfooE3YL--9i,OIoo'a:i-UOHgE=qQoazI>vo^LHl1 ^\<-* NAVD88.(ASSUMED STREET.ELEVAIION, ROUTE 28).IIL___--JFEMA FLOOD (ZONE AE)1OO YEAR FLOOD PLAIN ANDLAND SUBJECT TO COASTALsroRM FLoWAGE. 11' (NAVD88)IINNri0!ioiNNNo\otrj:Lo r0 20o0BSITING ELEVATIONc3020TIID001000SITING ELEVATIONSECTION LINE W_EJ3020'1011100005J45-1+00 -o+809SITING ELEVATIONSECTION LINE N_S_,_j9_l1 +00-loo+Ica, SECTION LIN0SCALE:1'=4O'1 "=80'1x10702261211BD+IfiiSECTOR VIEW ISFOR CLARITY. REFERSHEETS FOR CA_'I ANDFOR CARRIER EQUIPMENTMOUNT DETAILS.aN!JGt=sa@tooeu=oFozzF5oi2"Fztooe;UIIFi=ouo,e14rEg@9_uXaico-t9-11 o(lAjN.1IELEV. 13,_- -T--(ASSUMED STREETELEVATION, ROUTE 28)IINAVD88t____-___lsroRM FLoWAGE. 11' (NAVD88)l(zoNE AE)PLAIN ANDLAND SUBJECT TO COASTALFEMA FLOOD1OO YEAR FLOODNocdNN.jN@doc-jooNrNoniI +000+800+400+00-0+40HORIZONTAL31 +00o+800+400+00-0+40-1+00 -0+80A
ProTerraDESIGN GROUP, LLC4 BoY RoodBuildlnq A; Suit€ 200Hodlex MA 01055Ph: (413)320-4S18eoNsullArv-I5iSTAMP:DATE: 12/28//2022DRAWN: BLM/STZCHECK: JMM/TEJSCALE; SEE PLANzoaOz!=eUIuoo!d.oU&ozt-=cootozL=udo&ozI,=eUooEozE&ooatoztr=tUIotozt-=eIFoNoNNNoNNozoNm6EIEi,ilEI3EEH tEHEEI>J76=3HE&l o<l FJOB NO.: 17-056DETAII,f'D-1SHEET TITLE:2NOTE:A LOCK BOX WTH GATE KEYSSHALL 8E PROVIDED FOREMERGENCY PERSONNEL ACCESS.6x6 PT WOOD OR 4" O.DSCH4O METAL POSTSvcAPS, 8' o.C., MAX.3" #2 CEDAR OR WOODSLATS, STAIN OR SEAL GREYTO PROTECT FROM ELEMENTSHORIZONTAL CROSSMEMBER (INSIDE), 5 PL.SECURE CURTAIN TO SLATS ANDPOSTS PER MANUFACTURER'SRECOMMENDATIONS3" #2 CEDAR OR WOoDSLATS, STAIN OR SEAL GREYTO PROTECT FROM ELEMENTSSOUND MITIGATION SHIELD MOUNTEDHORIZONTALLY ON FENCE INTERIOR (ONLY FORSOUND ATTENUATING AROUND (P) GENERATORS.SEE PLAN VIEW FOR LOCANONS)BACK25OO PSI CONCRETE12"0, IYP.(CONCRETE REQUIREDFoR METAL POSTS ONLY)6x6 PT wooD oR 4" o.D.SCH4O METAL POSTSw/cAPS, 8' 0.C., MAX.3" #2 CEDAR OR W00DSLATS. STAIN OR SEAL GREYTO PROTECT FROM ELEMENTSHORIZONTAL CROSSMEMBER (INSIDE), 3 PL.25OO PSI CONCRETE12"0, ilP.5SOUND MITIGATION SHIELD (PER "ENVIRONMENTALSOUND ASSESSMENT,, PREPARED BY MODELINGSPECIALITIES) MOUNTED HORIZONTALLY ON FENCEINTERIOR (ONLY FOR SOUND ATTENUATING AROUND1e1 crterierons. sEE PLAN vtEw FoR LocATloNS)SECURE CURTAIN TO SLATS ANDPOSTS PER MANUFACTURER,SRECOMMENDATIONS434" O.D. SCH4O GALVSTEEL PIPEw/cAP (7'H)LOCKABLE LATCHASSEMBLYCATE KEEPERGATE ASSEMBLYWTH GALV.STEEL PIPEFRAME (INSiDE)ACAST STEEL GALV.HINGE ASSEMBLY, 4 PL.AA<-6x6 PT WOOD OR 4" O.D.SCH4O METAL POSTSw/cAPS, 8'O.C., MAX.3" #2 CEDAR OR WOODSLATS, STAIN OR SEAL GREYTO PROTECT FROM ELEMENTSHORIZONTAL CROSSMEMBER (INSIDE), 3 PL.25OO PSI CONCRETE12"A, rYP.(CONCRETE REQUIREDTE OPENING 12,(VERIFY WTH SITE PLAN)DDFOR METAL POSTS4,, THICK SURFACE COURSE OF1_1/2,, DENSE GRADE CRUSHEDSTONE OR HARDPACK GRAVEL FOR>7.52 SLOPES (MASS DOT M2.01.1)FRONT (oursrpE) vtEwCROWN OR PITCHAS NOTED ON PLANGEOTEXTILE REINFORCEMENTAS REQUIRED OVER WEAKSUBBASEEXISTING PROOF_ROLLEDSUBGRADE, BANK RUN GRAVELOVER PARENT MATERIAL12'' THICK GRAVEL SUBBASE(MASS DOT M1.03.0 TYPE B)AEACK (tNSrpE) VIEWSCALEI NONE3/4" rO 1-1/2" SURFACE SToNE(MASS Dor M2.01.1, M2.01.2, M2.01.3,M2.01.4. OR APPROVED EQUAL)oIcz(CONCRETE REQUIREDFOR METAL POSTS ONLY)FRONTSECTION A_ASTOCKADE FENCENONEcE1dz=CURTAIN OVERLAIDOVER POST, TYP.6"ox'18" DEEP CONC.FOOTTNG WTH 1 1/+" PtPESLEEVE, 6,' L18"6, 2 PL-ccIcttr4" TH|CK (MrN.) 3/4" CLEANWASHED STONE (ASTM #57,MASS DOT M2.01.4, ORAPPROVED EOUAL) (EXTENDED12., OUTSIDE OF FENCING TOEDGE OF DIAPHRAGM)SCALE:MIRAFI FILTER FABRIC 14ONOR APPROVED EQUALREMOVE (E) TOP SO|L & SUBSOIL. REPLACEWTH CLEAN STRUCTURAL FILL INACCORDANCE WTH RECOMMENDATIONSWTHIN GEOTECHNICAL REPORT (BY OTHERS)(E) PARENT MATERIAL,PROOF ROLLED SUB_GRADE6"0 scH40 c.s. PIPE.FILL WTH CONCRETE(AT 4000 Psr)+ RUNOFF47"4zGRADEBOLLARDSCALE:NMIRAFI 14ONFILTER FABRIC ORAPPROVED EQUALJ/8', DOUBLE WASHEDPEA GRAVEL(MASS DOT M2.01.6OR APPROVED EQUAL)1A"612" -----4NOTE:PEA GRAVEL DIAPHRAGM SHALL BE INSTALLEDAROUND DOWNHILL SIDE OF FENCED COMPOUND.PEADIAPHRAGMNOTES:t. ALL GRAIluLln MATERIALS SHALL 8E COMPACTED TO s51% MAXIMUM DRY DENSITYBY STD, PROCTOR METHOD2, ALL CUT AND FILL SLOPES TO BE COVERED WTH JUTE MESH EROSION CONTROLBLANKETS AND/OR HYDROSEEDED WTH NEW ENGLAND ROADSIDE MATRIX MIX AT35LBS PER ACRE OR EQUAL.3. IF GROUNDWATER IS INTERCEPTED, A SUBDRAIN OUTLETTED TO DAYLIGHT SHALL BEREQUIRED. CONTACT ENGINEER FOR SUITABLE DETAIL.DRIVEWAY SECTION TAScALf: NoNENEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SITES BYNEW ENGLAND WETLAND PLANTS, INC.OR APPROVED EOUAL (1LBS/1250 SF)4" (MrN,) COMPACTED DEPTH OF TOPSOIL, FERTILIZE& LIME IN ACCORDANCE WTH SPECIFICATIONSD5, WDE EMERGENCY OVERFLOWSPILLWAY SHEARFORCE-'IO TURFREINFORCEMENT MATTOP OF BERM ELEV=9.00SPILLWAY ELEV=7INFILTRATION BASIN SIDE SLOPES ANDSEDIMENT FOREBAY SHALL HAVE 4" (MIN.)TOPSOIL WTH AT LEAST 4Z ORGANICS.INFILTRATION BASIN BOTTOM SHALL HAVE AFREE DRAINING SANDY LOAM SOIL. FERTILIZEAND SEED SIDE SLOPES AND BOTTOM WITHNEW ENGLAND EROSION CONTROL/RESTORATIONMIX FOR DETENTION BASINS & MOIST SITES BYNEW ENGLAND WETLAND PLANTS. INC. ORAPPROVED EQUAL. PROVIDE EROSION CONTROLBLANKET FOR STABILIZATION.BB1 5"rFLEXTERRA FGM HYDRAULICALLYAPPLIED MULCH & EROSION CONTROLBLANKET MANUFACTURED BY PROFILEPRODUCTS, LLC BUFFALO GROVE, IL.SEE TABLE FOR APPLICATION RATES.NOTE:HYDRAULICALLY APPLIED MULCHBLANKET OR DOUBLE STRAWTYPE EROSION CONTROLBLANKET MAY BE UTILIZED AS ASLOPE TREATMENT ALTERNATIVE.SCARIFY SURFACEOF SUBGRADE TO2,, DEPTHSEDIMENTFOREBAYELEV=7.75RUNOFF4" SCH4O CAPPEDMAINTENANCE PIPE+N=hFLEXTERRA APPLICATIONRATESSLOPERATELESS .Il.|AN 4:12500 tB/AC4r1 TO 3:130oo LBIAC311 fO 2t1J500 LBIAC2t1 fO 1il4ooo LBIACIMPERVIOUS CORE MATERIALWTH PERMEABILITY LESS THAN1o^(-5lCMlsEc) THRoUGHOUTENTIRE BASIN BERM- --T-BASED ON,,SUBSURFACE U"' O*O''O*-]REPORT" PREPARED BY TOWER ENGINEERINGPROFESSIONALS, INC. DATED JULY 2, 2021,SEASoNAL HIGH GROUNDWATER=3.2' BELOW(E) GRADE (ELEV. 4.8+ NAVD88)INFILTRATIONSCALE:DOES NOT INCLUDE FCCREGULATED SIGNAGE PER THECARRIERS FEDERAL LICENSE.EMERGENCYCONTACTNSCALE:4523EXISTINGUNDISTURBEDSUBGRADEtht dt tt ow6d n.t aatt3d b!t aatryt&.whr'!nE,L,'C.,'r1 i" ^r tuctztofr,teetqdote(lt!) 96o'7ttt orhrcbtua.hrto?u.snw.bluc*.Yto?*sEBST SltelMA-s104SOUTH YARMOUTHFCG Towerro, N/ANo TresPacelngFSor ruito*'lr.dm r. tulFd.Ylobtcl wtlt t Dmbd to tha lr[.rt qtalrt ol ttr. !fi.
Pro'IerraDESIGN GROUP, LLC4Bulldlng A:HodlenBoy Roodsulto 200MA 01035Ph: (413)32O-4916CONSULIANISiSfAMP:DATE: 12/28/2022DRAy/]tv: BLM/STZCHECK: JMM/TEJSCALE: SEE PLANco-APPUCUIIDETAIISzo6UvFoEEEigIEJOEb1HHHFiEE9>Jfi=trl/)"r iE3 nget o{l FJOB NO.: 17-056cA-'lSHEET TITLE:235T(P)WTHICE BRIDGERF CABLESCO.APPLICANT INFORMATIONSITE NUMBER: 4HY06o4HlF'.Mobile'T_MOBILE NORTHEAST, LLC15 COMMERCE WAYSUITE BNORTON, MA 02766(P)ONPROPANE GENERATOR4'x10' CONCRETE PADDD(MlN. ELEV=1J.6' NAVD88)WTHIN 9'x15' LEASE AREA(REMOTE EMERGENCYDISCONNECT REQUIRED FOR> 2OKVA GENERATOR)-lEQUIPMENT SIZE ANDNUMBER SHALL BECONFIRMED WTH FINALRF DESIGN.(P) 8'x14' CoN0RETE PAD (MlN. ToP oFCONCRETE ELEVATION =13.6' NAVD88)3' (CONCRETE PAD)(P) 6' H|GH souNDMITIGATION SHIELD,DESIGN BY OTHERSAH3, (LEASE AREA)IIIIIL_____lGPS ANTENNA:5"H x 3.2"0(P) CABINETTYP-EGRESS LIGHTCONTROLLEDBY NMER FORMAINTENANCETECHNICIANS(P) UNDERCROUNDUTILITIESPANEL ANTENNASIERICSSON AIR6449 B41:33.1"H+ X 20.5"W+ X 8.5"0+REMOTE RADIO HEAD:ERICSSON 4480 871+885:21.8"Ht x 15.7"W* x 7.5"D:tERICSSON 4460 825+866:19.6"H+ x 15.7"W* x 12.1"D*oFGPS ANTENNAON ICE BRIDGEERTCSSON 840590966 (OCTO):95.9"H+ x 23.1"W* x 7.1"D*NOTE:TYPICAL EOUIPMENT SIZES SHOWN.ACTUAL EOUIPMENT MAY VARY.ANTENNAEQUIPMENT /'\ccGROUND EQUIPMENTbSCALE:SCALET NoNE1"-6'SECTOR A0'POST CAPGRIP STRUT ICEPROTECNON(P) CLoCK ToWERBBICE BRIDGE KIT POSTSSPACED 8,_0,' MAX.3 LEVEL ANGLEBRACKET TRAPEZERRU, TYP. OF 2 PERSECTORPIPE-MOUNTED(6 ToTAL),BEHIND RFTRANSPARENT MATERIALSECTOR G24o',A.NCHORSECTOR B120'CONCRETEPANEL ANTENNA, IYP. OF 2PER SECTORPIPE-MOUNTED(6 ToTAL),BEHIND RFALTERNATEANCHORING DETAILTRANSPARENT MATERIALCONCRETEFOOTINGICE BRIDGEANTENNA PLANSCALE: NONE2J45AoscALE: 1"-3' (22xJ4)1'=6' (11x17)
ProTerraDESIGN GROUP, LLC4Buildlnq A;Hodley,Boy RoodSuite 200MA 01035Ph: (41 5)J2o-4918CONSULIANTS;STAMP:DATE: t2/28/2022DRAWN: BLM/STZCHECK: JMM/|EJSCALE; SEE PLANco-APPUCAXTDETAII:;zoauEO===tIuoo=qqouozEdUco@xoztrF=ecoEoztr=&do@eozEdco6Utozt-=ecoeoztr=dFoozNEEEi,lilsl3EbLl|EHHEHEEo>J76=. Hpq;5et oJoB NO.: 17-056cA-2SHEET TITLE:35236KW PROPANE GENERATORoN 4'x10' CoNCRETE PADMODELRBS 6102MANUFACTURERERICSSONWDTH51.2"DEPTH27.6"HEIGHT57.1"WEIGHT (WTHOUTBATTERIES)728 LBS.CO.APPLICANT INFORMATIONlF.'MobileSITE NUMBER: 4HYO604H. l;%%'Ji,?J.T$l?sr' LLcSUIIE BNORTON, MA 02766DDPLANATTACH RBS CABINETTO BASE FRAME PERMANUFACTURER,SGUIDELINESMODEL37SS340400MANUFACTURERDELTAWDTH20"DEPTH10"HEIGHT40"WEIGHT75 LBS.cCANCHOR TO CONCRETE PAD PERMANUFACTURER'S GUIDELINESRBS BASE FRAME (DIMENSIONS T8D).ANCHOR TO CONCRETE PAD PERMANUFACTURER.S GUIDELINESEQUIPMENTGDETAILSCALE: NONECABINETPOWER PROTECTIONCABTNET (PPC)SCALEI NONEGROUND TANK PER NFPA 54.NFPA 58 AND MASSACHUSETTSFUEL GAS CODEPROPANE FILLIOUTLET PORTMAINTAIN 10, MINIMUM CLEARANCEFROM IGNITION SOURCE5OO CALLON PROPANE TANK(3.1'*W x 9.9'+L x 3.8'+H).FINAL DIIVENSIONS BASED ONTANK MANUFACTURER PROVIDEDBY PROPANE TANK SUPPLIER.BBMAINTAIN MINI[IUMNEC-COMPLIANT WORKSPACECLEARANCE 30,, WOE, 36"DEEP, 6,_6.' HEIGHTCAST.IN_PLACE CONCRETE PAD(MrN. ELEV=13.6' NAVD88)MODELRAC-24MANUFACTURERPURCELLWDlH25.4"DEPTH20,o"HEIGHT24.O" (37.1"WTH PLINTHWEIGHT85 LBS,388 LBS.(EMPTY)(MAx.)II,,. .JIIrIIl_rIIttII,l=lIIllll:MODELDUBBM-2ALMMANUFACTURERMFS DATA SERVICESWDTH28.54"DEPTH28.54"HEIGHT (1 UNIT)29.67"HETGHT (3 UN|TS)89.01 "rllSIDE FRONTNOTES:I. TTIT PNOPENS SYSTEIj IS SHOWN ON THIS DRAWNG AS A SCHEI/ATIC ONLY.A LICENSED GAS FITTER SHALL OBTAIN ALL REQUIRED PERMITS ANDCONSTRUCT IN ACCORDANCE WTH THE UTILITY PURVEYOR ANDMASSACHUSETTS FUEL GAS CODE AS NECESSARY.2. PRoVIDE ICE BRIDGE PROTECTION OVER INLET/FILL VALVE AS REQUIRED.BATTERY BACK.UPCABTNET (BBU)PURCELL CABINETAPROPANETYPICALT_MOBILETIONSINCABINET352oaFRONToaDISCONNECT REQUIREDcA-2E/o\\cA-2lSCALE: NONESCALE: NONESCALE: NNE4CONCRETE PADA
ProTer(aDESIGN GROUP, LLC4 Boy RoodEulldlno A: Sult€ 2o0Hoilse MA 01035Phr (413)J2o-4918CoNSULTANISTSTAMP:DATE: 12,/28/2022DRAWN: BLM/STZCHECK: JMM/TEJSCALE: SEE PIANSHEEI TITLE:co-tpPucttttDWAIUizo@tut,lzl-16rE<1.Ylz.lE!-r l=dlr!4lioUdozt-=dooUUuozt-=&ooeozL=&doaUEozE=EdoUuozt-=doFoo"l-NnEEEifilFIEEHHtBIEEo>JEi3HE&l o<l FJOB No.: 17-056cA-3J45TYP. OF 2PER SECTORTOTCO.APPLICANT I NFORMATIONgatatSITE NUMBER; MA-5104NEW CINGULAR WRELESS PCS, LLC('AT&T")550 COCHITUAIE ROADFRAMINGHAM, MA 01701SECTOR A340'RF3 M\N.DD(P) oLOCK TowERSECTOR GffiFHffi'220',REFER TO CURRENTRFDS FOR RFEOUIPMENT SPECIFICSRRU, TYP. OF 4 PER SECTOR(12 TOTAL), PIPE_MOUNTED BEHINDRF TRANSPARENT MATERIALSECTOR Bo€TOPoSURGE SUPPRESSOR:18.2"+H x 10.2"+W x 51.4"*DPIPE-MOUNTEDSURGE SUPPRESSOR,TYP. OF 2HPANEL ANTENNA:71,2"+H x 21.0":tW x 7.8"+D71.2"tH x 2O.7"w'l x 7.7" *DFRONT SIDEREMOTE RADIO HEAD:18.1"*H x 13.4"aW x 82"1D16.5"+H x 13.4"+W x 5.9":tD17.9"+H X 13.1"+W X 9.4"tD14.9'1H x 13.2"1w x 10.9"+DGPS ANTENNA:S":tH x 3.2"*DcNOTE:TYPICAL EQUIPMENTACTUAL EQUIPMENTSIZES SHOWN,ANTENNAUIPMENToGROUND TANK PER NFPA 54,NFPA 58 AND MASSACHUSETTSRJEL GAS CODEPOST CAP24GALLON PROPANE TANKGRIP STRUT ICEPROTECTIONPRoPANE FILL/oUTLET PORTMAINTAIN 1O' MINIMUM CLEARANCEFROM IGNITION SOURCE(J.t'rw x 9.9'*L x 3.8'*H).FINAL DIMENSIONS BASED ONTANK MANUFACTURER PROVIDEDBY PROPANE TANK SUPPLIER.BBJ LEVEL ANGLEBRACKET TRAPEZECAST-IN-PLACE CONCRETE PAD(MrN. ELEV=13.6' NAVD88)ICE BRIDGE KIT POSTSSPACED 8'-0,, MAX.ANCHORCONCRETE PADNOTES:I. +IT PROPNIE SYSTEM IS SHOW! ON THIS DRAWNG AS A SCHEMATIC ONLY.A LICENSED GAS FITTER SHALL OBTAIN ALL REOUIRED PERMITS ANDCONSTRUCT IN ACCORDANCE WTH THE UTILITY PURVEYOR ANDMASSACHUSETTS FUEL GAS CODE AS NECESSARY.2. PROVIDE ICE BRIDGE PROTECTION OVER INLET/FILL VALVE AS REOUIRED.ALTERNATEANCHORING DETAILAICE BRIDGEPROPANEPAD34cA-3SCALE: NONE2CONCRETEFOOTINGSCALE: NONE
Pro'IerraDESIGN GROUP, LLC4 BoY RoodBulldlno Ai Suit6 200Ho;l€, MA 01035Ph: (4lJ)320-4918CONSULTANTS:STAMP:DATE: 12,/28/2022DRAWN: BLM/STZCHECK: JMM/TEJSCATE: SEE PLANSHEET TIILE:c0-tpPucAl{tDYTAIISqzo=UdoztrF=eo&oo-6ouozt-=dUcouozt-=euoaEozL=dIoatozF=Eco6utozt-=eooeozEEdFoCEEEiFIHEl'ato1HHEEXEEo>Ja-., H8q;Hst o<i l-JOB NO.: 17-056cA-42J45CO.APPLICANT INFORMATIONgat&t\=r'SITE NUMBER: MA-5104NEW CINGULAR WRELESS PCS, LLC("Ar&r")550 COCHIIUATE ROADFRAMINGHAM, MA 01701DD. ExternalDimenslons.80'x80'x113'. lntemalDimensions.72'x72'x105'EGRESS LIGHTS ONWALK_IN CABINETFOR MAINTENANCETECHNICIANS. NEQ 19737includeg below)LOWEST HORIZONTAL MEMBER OFWALK_IN CABINET 14.6' NAVD88(z-MIN. ABoVE ADJUSTED BASEccFLOOD ELEV=1 1'+1.5'+2':1 4.5')STEEL SUPPORTLEG KIT, TYP.\\(P) 6'-8"x6'-8" wALK-lN EQUIPMENTOABINET oN (P) 8'-8"+x11'-0"+CONCRETE PAD OR CONCRETE PIERS(MIN. TOP OF CONCRETE PADELEV= 1 3.6' NAVD88)(P) HVAC UNITIT(P) DcBREAKER BOXINTEGRATED SHUTOFFII1 5kW(AS REaUIRED)PROPANE GENERATOR(P) 6' H|GH SOUNDMITIGATION SHIELD,DESIGN BY OTHERS----1I(LEASE AREA)(P) AT&T PROPANEGENERATOR ON 4'x6'CONCRETE PAD3'ANCHOR TO CONCRETE PAD PERMANUFACTURER,S GUIDELINES10' MtN. TO(c0NcRErE)BBUILDINGPENETRATIONSISOMETRIC VIEW(MlN. ELEV=13.6' NAVD88)&,INTAKESI(P) AT&T 2so sF------i(P) AUToMATTCTRANSFER SWTCHWITH 3' CLEARANCELEASE AREA(P) PPC WTH3, CLEARANCE!IIIl.crosic}EG$T-T---(P) RF CABLINO RUNALONG ICE BRIDGE TOTOWER(P) DTRECT ArRcooLrNG (DAC)HAC,lit9;lmi3sni/ti\@(P) ICE BRIDGE WTHGPS ANTENNA:O2rmlfil&EPLANlsli|34i.ni54'lt:{kFis*!NOTE: 6'-8" X 6'-8" EQUIPMENT SHELTER FOR AT&T WRELESSSERVICES BY VERTIV SHOWN. VERIFY MAKE AND MODEL WTHCONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTIONAGROUND EQUIPMENT235SMARTMOD UE . PRODUGT GONFIGURATION6 X 6 WALK IN CABINET - ASSEMBLY DRATYINGTO AVAILABILITY AT TIMEAT&T CARRIER EQUIPMENTSHOWN. VARIATIONS IN CABINET STYLEStarr&wcmrrEw@l.*^r.B'*w..r#b"iltEtawc'n4utloo+'rll!.1il,mtftti{E ffi;4fr5€lP.nbnt ffitoo ErrA t\D. 3Ri IClodlnlxdl*r*O ffid dyldryffitubtVm,mFFFt.cArdqd-bdl{wrcw8tsuw&lr rqwufrMrruil&5iFrtunldL*ffid#)'mffilwcurumG.(rrryxw-lffin (Dtac&rd (o J r ZIH.lcd ku#6 r*r He lF*ilil.-la'a.bN"aHif) verttvcA-4Q"SCALEIPLANEND VIEW4NONEEGSIDE VIEW
EROSION CONTROL NOTES5ProTerraDESIGN GROUP, LLC4 BoY RoodBuildlno A: Sult€ 200Ho;lex MA 01055Ph: (413)J2o-4918CONSULTANIS;STAMP:IDATE: 12/28/2022DRAWN: BLM/STZCHECK: JMM/TEJscALE: SEF PLANSHEET TITLE:EfiOSI0rV C0MROLPLAN & DETAIIf!zot0==EIuooqG.oU&ozEoadozL=uL.1.alq).1"zlzEIEcloil;lElEIEIFIFIFoNNoNozod"1"'l'lEEEEfilEIEE:isEo1HHEHH€3HilHE9>JU'-", Hp3;Het o<l FJOB NO.: 17-056EC-1APPLICANT PROPOSES TO CONSTRUCT A CELLULARTELECOMMUNICATIONS FACILITY CONSISTING OF A FENCEDCOMPOUND AND UTILITY WORK WTHIN A LEASE AREA ANDEASEMENTS.TEMPORARY SILT FENCE EROSION CONTROL BARRIERSHALL BE MAINTAINED THROUGHOUT SITE CONSTRUCTION.STOCK PILE ON SITE 1OO FT. OF SILT FENCE FOREMERGENCY USE. TEMPORARY EROSION BARRIERS SHALLREMAIN IN PLACE UNTIL PERMANENT VEGETATIVE GROUNDCOVER IS ESTABLISHED.THE CONTRACTOR SHALL CHIP ALL BRUSH AND SLASHCUTTINGS ON SITE AND STOCKPILE THE CHIPS TO BEUSED ON ALL UNSTABLE, DISTURBED AREAS DURINGCONSTRUCTION AS TEMPORARY STABILIZATION MULCH. NOBURNING WLL BE ALLOWED ON SITE.TEMPORARY STABILIZATION MUST BE PROVIDED TO ANYDISTURBED EARTH THAT IS OPENED UP IN ANY ONELOCATION FOR MORE THAN 14 DAYS. CHIPS FROM LANDCLEARTNG, EROSION CONTROL BLANKETS, OR !A9I-._..GROWNG RYE GRASSES MAY BE USED FOR TEMPORARYSTABILIZATION AS REQUIRED.STRIPPED TOPSOIL SHALL BE STOCKPILED AND PROTECTEDWTH STRAW MULCH. ALL STOCKPILES SHALL HAVE ANnCpnovEo srLTATtoN BARRIER ToTALLY suRRouNDING THEP HE PILE SHALL BE IN AN APPROVED UPLAND AREAA MINIMUM OF TWENTY_FIVE FEET FROM ALL RESOURCEAREAS.THE PHASING AND SEQUENCING OF THE WORK FOR THESITE PREPARATION FOR THE TELECOMMUNICATIONSEOUIPMENT INSTALLATION CONSISTS OF INSTALLINGTEMPORARY EROSION AND SEDIMENTATION CONTROLBARRIERS; CLEARING AND ROUGH GRADING AS NEEDED;rouuoerbr woRK; EXcAVATIoN FoR UTlLlrlES; BAoK FIL!FoUNDATIoNS AND UTILITY TRENoHES; FENCED COMPoUNDCONSTRUCTION: INSTALLATION OF TOWER AND GROUNDEQUIPMENT; GROUNDING AND LIGHTNING PROTECTION;eciutpurrr TESTTNG; FTNAL GRADING AND srABlLlzATloNOF DISTURBED AREAS: LOAM AND SEED DISTURBED AREASOUTSIDE COMPOUND; FINAL CLEANUP. THE ESTIMATEDTIME FOR COMPLETION OF THE WORK IS APPROXIMATELYTr\ENTY (20) WEEKS.THE COMPOUND ENCLOSURE IS SURFACED WTH CRUSHEDSTONE UNDERLAIN BY A WEED-BLOCK SYNTHETIC FILTERFABRIC. DRAINAGE PATTERNS, RUNOFF VOLUMES ANDPEAK FLOW RATES WLL NOT BE ALTERED BY THEPROPOSED CONSTRUCTION.ALL DISTURBED AREAS OUTSIDE THE LIMITS OF THEFENCED COMPOUND SHALL BE PERMANENTLY ESTABLISHEDWTH A NATIVE VEGETATIVE GROUND COVER AT THECONCLUSION OF CONSTRUCTION. GRADED AREAS SHALL BEPROTECTED WTH STRAW MULCH UNTIL A GOODVEGETATIVE COVER IS ESTABLISHED.THE TOTAL IMPACT AREA OF THE DISTURBEDCONSTRUCTION SITE IS BOUNDED BY THE ,,LIMIT OF WORK"NS SHOWN HEREON. THE MAXIMUM AREA OF DIS1URBANCEWTHIN THE LIMIT OF WORK IS APPROXIMATELY 10'550SQUARE FEET. ]HE PROJECT IMPACT AREA IS BELOW THEeiruptrott IHRESHoLD oF 43,560 souARE FEET lN 40CTN PNNTS g, 122.124 AND THEREFORE IS NOT SUBJECTTO REGULATION UNDER THE EPA NPDES GENERALCONSTRUCTION PERMIT PROGRAM.'10. THE PROJECT OWNER'S GENERAL CONTRACTOR SHALLCONDUCT ALL SITE DEVELOPMENT WORK IN A MANNERTHAT DOES NOT EXCEED THE LIMITS OF WORK SHOWN ONTHE PLANS. ADDITIONALLY, THE PROJECT OWNER,SOENERAL CONTRACTOR SHALL CONDUCT ALLCousrRucrolt AcrtvtrtEs lN A MANNER THAT DoEs NorRESULT IN STORM WATER DISCHARGES WTH AN ADVERSEIMPACT ON ANY RESOURCE AREAS OR DOWNSTREAMPROPERTIES.11, UPON COMPLETION OF THE PROJECT, THE CONTRACTORSHALL REMOVE ALL ACCUMULATED SILT FROM BEHINDSILTATION BARRIERS AND DISPOSE OF SILT EVENLY INUPLAND AREAS. REMOVE ALL EROSION CONTROL DEVICESWHEN A GOOD VEGETATIVE COVER IS ESTABLISHED.12. A CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIORTO ANY CONCRETE PLACEMENT ON THIS PROJECT. SIGNSSHALL BE PLACED AS NECESSARY TO CLEARLY INDICATETHE LOCATION OF THE CONCRETE WASHOUT. WASHOUTRESIDUE SHALL BE REMOVED FROM THE SITE ANDDISPOSED OF AT AN APPROVED WASTE SITE'2.D4.5.6.c8.9.B5'"-l-r--ll2r'(E) WooDEDAREACONSTRUCTION ENTRANCE NOTES:1. AGGREGATE CONSTRUCTIONENTRANCE SHALL 8E INSTALLEDPRIOR TO COMMENCEMENT OFEARTH MOVING OPERATIONS.2. CONSTRUCTION ENTRANCE TOBE MAINTAINED UNTIL REMOVED.FULL WDTH OFINGRESS/EGRESS AREAEROSIONCONTROL PLANscAlE: 1"-20' (22xr4) \ rc-t ,/r'=4o'0rx17) \a__-./43Q"tll1At--r'.- + _.I(E) PAVEDPARKING LOTo,II(P) INLETPROTECT!ON(E) UTILITYPOLE, TYP.(P) ERosroN coNrRoLBARRIER ALONG DOWNHILLSIDE OF LIMIT OF WORK2-1TEGEOTEXTILE FUNDER GRAVEL12,, MIN. THICKNESSSCALE:8' TOg*t=ittto(P)LINE,TREEIYP.HOSE CLAMPR=l5' MlDcB1" TOCOARSE{II\]\(E) wooDEDAREA\\---\ \I*o@Rs-\t(P) INLETJPROTECTIONN(P)BASIN,DEWATERINGIF REQUIRED(P)CONSTRUCTIONENTRANCE\o' ro a,-----1Two (MrN.) 1"xl"x3' wooD STAKES PERBALE DRIVEN I2'' (MIN.) INTO GRADENONEINERT OR STRAW BASEDBLOWN/PLACED FiLTER MEDIAINSERTREBAR#3L_BRACKETSAREA2.,HEADWDTH WOODENSTAKES PLACED 6, O.C.FTLTREXX S|LT SOXX (8",9",OT 12,' TYPICAL) OR EQUAL.-t--- **-/(P) DRAINAGEEASEMENT./s'\'tr' -Ltil->oREINFORCED'to oz PVcINSERT STAPLESAROUND REBARL_BRACKETS.-- *nn NorEs:I. +IT COICNTrc WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY(E) PAVEDPARKING LOTCONCRETE PLACEMENT ON THIS PROJECT.2. SIGNS SHALL BE PLACED AS NECESSARY TO CLEARLY INDiCATE THELOCATION OF THE CONCRETE WASHOUT.r. iAi corcnrre wAsHour AREA wLL BE REPLAoED AS NEoESSARY To' r,,llrHrerru CAPAoITY FOR WASTE CoNCRETE AND oTHER LIQUID WASTE'+. WISNOUT RESIDUE SHALL BE REMOVED FROM fiE SITE AND DISPOSED OFAT AN APPROVED WASTE SiTE.S. OO IOT MIX EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON_SITE.O. OO IOT WASH OUT CONCRETE TRUCKS INTO STORM DRAINS, OPEN DITCHES,STREETS, OR STREAMS.z. evoto oirt',tptttc Excess coNcRETE lN NoN-DESIcNATED DUMPING AREAS.8. LOCATE WASHOUT AREA AT LEAST 50' (15 METERS) FROM STORM DRAINS'OPEN DITCHES, OR WATERBODIES.g. wnii our u'stEs truro rHE ourPAcK wAsHour AS sHowN wHERE THECONCRETE CAN SET, BE BROKEN UP, AND THEN DISPOSED OF PROPERLY.(P) coNCRETEWASHOUT PIT/gQ/\(E) PAVEDPARKING LOT\\(P) EROSTON CONTROLBARRIER ALONG DOWNHILLSIDE OF LIMIT OF WORK+..-I.t\l\ -- -...., --- .- -o-TREE LINE,8-- '- ---',_.-q _.. '_ /c,\ \ 9---- --*a-+*".'\r -g-'oHW-*ot-l !v -.....-.--SCALE: NoNESET BAC ON FILTER FABRICIF VEGETATION IS ABSENTROUTE 2848" WOOD POSTS6'MAX. O.C.MIRAFI PREFABRICATED SILT FENCE.OR APPROVED EQUAL, INSTALLEDPER MANUFAcTURER,S GUIDELINESSTRAW BALE/SILT FENCESTAKED STRAW BALES END-TO_END.INSTALL ONE BALE PERPENDICULARTO FENCE LINE PER EACH 50 LINEARFEET OF BARRIER.FLOWSPOIL FROMBALE TRENCHWORK SIDEN CONTROLRIERAREA TO BEWORK AREAsrLT soxx / coMPosr MEDIA socKNOTES:I. IISE SITT SOXX WHERE CONDITIONS DO NOT ALLOWSTAKES TO BE DRIVEN.2. SILT SOXX FILL TO MEET FILTREXX SPECIFICATIONSAND APPLICATION REQUIREMENTS.3. SILT SOXX COMPOST MATERIAL TO BE DISPERSEDON SITE, AS DETERMINED BY ENGINEER.4. FILTER MEDIA/STRAW BALES TO BE INERT AND FREEFROM INVASIVE WEEDS AND NON_NATIVE SPECIES.5. MAY STAKE BEHIND SOCK AT SLIGHT ANGLE.PROTECTED SIDE4.UNDISTURBEDGROUNDSTAKED STRAWBALESSTAKESDISCHARGE HOSEUNOTES:A1, ENSURE DISCHARGE AREA IS COVERED BY STABLE VEGETATION.2. USE DIFFUSER NOZZLE OR LOW DISCHARGE RATE TO PREVENT SCOURING.s.ToeEPLACEDATANUPLANDLocATIoNTHATWLLALLowWATERToDRAINToTHEGRoUND.4. SIZE OF STRAW BALE ENCLOSURE TO BE 10'x10' ADJUSTED TO WATER VOLUME'5. ADDITIONAL STRAW BALES MAY BE USED TO INCREASE RETENTION & FILTERING'DEWATERINGJ23EC-1EC-1