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II10AE 't'OIJ or; (CI): ,..........m~ • • WMECO MILL STREET AGAWAM 695 COOPER STREET AGAWAM, MA 01001 SITE NO. 4SH-0276-B SITE TYPE: COLOCATION ON EXI STING TRANSMISSION STRUCTURE DO NOT SCALE DRAWINGS CONTPJCrOR Sij.U \{RfY ALL PlANS N40 EXISllNG DIMENSIONS N40 COtlomoNS ON '[liE JOB SITE AND SHAU. Iw.t£DIAffiY t«>T1FY THE PRO.lCT OWN[lfS REPRESENTATM: IN WRmJrtC Of DlSCREPN(;I(S BEfORE f'ROC[EDING WITH THE WORK OR BE R£SPONSIBL£ fOR ~E. SHEET INDEX SHT. DESCRIPTION NO. H lITlE SHffi C-1 PROI'{RlY PIN< C-' SIT[ PI.AN &: NOTES '-1 COMPOLnfll PUN &: ElIVATiOf.I 5-1 AHl'EHNA &: SIlt DETAILS S-2 I SlRUCTURAl MOllS, PLNIS, S[COONS, N40 D£TAlLS EL-l I f'().£ ElEVAOON ANJ-1J AHT£NNA ARRAYS E -1 I El£CTRICAL &: GROUNlXNC NOTES, RISERS, &: OETAlS REV. NO. , , M f'OU.OIIII: SKITS JrR[ I.&D OII.T fllR f'IllERAL R(Q..WtlRT IXlIiFlJIHCE IMlER ftc NIJ OSHA ST.IHWIlS. !UJ»IG au: Lft NIJ SIf!l'I' I'!rMSIONS III£. JiIOT N'I'IrJa[ NIl MREFOII: MS( SKITS *\( BWI OIITIED fOIl STA1'[J\.ocII. ~ NIIl 0JIISfIIUCII)rI CXlfI'IRCJ.. OlE-I! Rf/EWE SAFElY PlAN [WE-2! Rf/OIE S/CNN>£ PlAN (WE -J I RF/D.E SIGN.t« 110M OlE -4 I Rf /DIE DIIlA TAW: gjE P1.AN AP~ ~ ptANNI~ BOJUtt". o e--{v ~ 1--1, .9-0 \ d- /~ "h~ j;? PROJECT SUMMARY SITE NUW!£R: SITE NAME: SIT( ,t,[)()R[SS: 4SH-0276-8 WECO WlU STREIT N;AWNA 695 COOPER STREET N;AWIM, W. 01001 STRUCTUR£ QWN(R sa lD: STRUCT\JR[ IJ'6 ASSESSOR'S P.ARCl1 NO,: 20NING DtSTR1CT; 0([0 REfERENCE: CONSTRUCOON ""'" PROrom' OWNER: AI'PUCAHT: AACHITECT: STRLICTtIPJ.l EHG!N[[R: P.frr: MAP H-II BLOCK J L01 , A2 (RESlOCNCE A-2)/K; (AGRICULTURAL) 11K: II PC: - RAW LANO,fTRN6WISSION STRIJCT\Jf!E WESTERN IoIASS ELECTRIC COWPANY PO BOX 270 ~ORD, CT 06Hl T -MOBIl! NORTHUST LlC 15 cot.IMERCE WAY, SUIT[ B NORTON, 1M 02766 ()W)fI[Ll O«:INEIR!NG AS'SClCIATES, tiC. 201 OOSTON POST RCW) W[ST ~,IdA01752 CHAPPELl ENCINEERIHC ASSOCIATES, liC. 201 BOSTON POST ROAD WEST WARlBOROUGH, IdA 01752 Sc.: ?, {; L(}\2 Pu " .", ~'i·;";J;U : "'. i".:.;.' i<' i '-t:P·' .. ~ .~\ • II ,,~. "","" -• ~. ·Mobile"· 1~ QMOC( 'lAT, 9J1[ B ilDRflJt. iliA 0V&6 CfnC[; (see) 211&-2700 r.u; (5011) 2811-21193 JI!"'"--..... CHAPPELl. ~ ENGINEER'NG Ii... ~ASSOCIATI!S, LLC RJ<. """"" ""'" 2111 BOSlllII POST 1I0IO 'lEST "'" '" IINII1IOROI.IGt W. 0175.2 (D}4II-7.oo _.0:1 ogI: boy.oom LOONG RJ. ______ _ ZQNjNG CONSTRUCT1CJ1 'IE I PRru-CT ~ ''''-0276-8 I I DR'''' BY: RJ( I I Cl£CI(EO BY: .Of I ... " ............... , ,.. MS OOOJIOIIS 11£ tllEAftOIr!. 1DQi, PROPOII'I' NIJ CCP'I1IIQIlD) 'MJII{ (I' '-lOll[ IllJlMAST, u.c. NIY IlUI'lb.TDI OR US[ ''Il0l1' ElO'IIESS "'!lEN COiSOfT IS S1IDC1lT /IR(HIltD. tu'UCATDI N«Ius[ BY o:MJItII£IfI o\GOIC1rS fOIl H FU!POS[S (I' CQOJClIII; not uww. T AUlHCRZIII IIJlll .... 1UIY NIl ...oIIHISlIIAlM: FlIHCI'OIS IS Sl'£CIlCAU. T MlIJi£D. 4SH-0276-B \\'MEeO MILLL STREET AGAWAM 695 ctJQ'ER STREtT AGAWAW, WA 0100' ~'" lITlE SlID ~- T-1 I \ I \ \ \ II ______ -\ ~ \ \ ---...\-__ --HI/-2-IJ .-ro~ t1~G.4WAM ' \ \ \ \ \ \ \ \ \ \ AGAWAM UBRARY \ 36 MAIN ST1?[£T AGAWAU, AlA 0/001 " ..... ,,' <) "" , I I I ,r' 58 rND f 1 I~i ~ ! j ,A' j~) .. ." • ),L •• '-"' " ~ .. "'"' I / __ ' \ \~: ~'. ~ • ,) HlI-2-11 \" • I /, ·i' ,", I /', ",,-• '::i"i~'ft'~ "\ 1 \ \ """ ..... A~WAM UA 01001 '\ \1' __ -'\ (jJ( 1!l227 Pc. 328 It.-__ ---\ \ \i. I I \ 1[$\ , I I -4'- J'~-""""\" BA\ \ HII-2-1O \ \ AN1(W;{i1W0ff1 \ \ \ A6;~~~R o;Sa, \ 8K. 908~ pc. 25. .".. ,..;f./' ~ \ \ \ \ \ ;>.~ . ., HI1-J-1 1ImEJiN ...... EUC1RJC "" P,D. BOX 270 HNf1F'ORD. CT 0I1f1 BK."PG.-lAND AREA .. 1.5 .4C::t Fl/lIJRE UEfRO PCS EQUIPMENT WITHftrI PROP. ~~' 10'-0'wlS'-O' lEASE AA£A ."/ HII-J-2 'I' IRENE, .KJ£UEN.t RICHARD CURRAN P,O. BOX 473 IlEsr SPRINCFlEiJ). M.4 01090 8/( J714 PG. 566 PfWP. T-IoI081[£ PANEl. ~ (2 PER SECllJR, TOT ..... Of s) MOUNTED TO PROP. JRANS/liISSKlN 1tIWEA #lID. 184'-(1" A.G.L. -. ~~j,,,, ~ .. \ ........ • " "'~~'~ '" olI··":Iio~ .. , A2 \ \ \ \ " " " '-. '-. '-. PROPERTVPLAN ..... S~I' ~«f~ kJ 30' l1li' 120' 180' \ \ '~ , . \ ~;~ w \ ---\- ~, ",j ~ --'-,-'0" I '-, " I \ \ 'IJ> \ 111-2-OJ 0/1 JCI1N R. AUa-aA 25 'M(ENv,ax; l)}j£ AGAWAM, MA 01001 BK. 182~ PC. 47 ~ '~< ~ -----"\ \ -. .,....~--,.... ...... \ " 111-2-02 ~. -.-.J. '" NOmotI71 UQUOfI! \ Ag;!A~~R of~, \ 8/(. J742 PG. 568 @HII;},-12 \ ___ ___ KIM ill. JlURPHY Ii \ _- JOSEPH BARBERD ~ ..............v 668 COOPfR ST. \ V // / / "-AGAWAM, MA 01001 [1 11/-2-0/ ~8K 11907 PG. :i40 \ 01' fR£NE r, LlOUORl \ A~A~ROf~, , . BX. 4208 Pc. 278 PROP, T-tMlBILE 10' WIDE ACCESS NI£J.. fRQ~ PUBUC ItO.'II. \ \ \ COOI'fR STREEr iI' ______ -.oHW---~Ck\~----~·----OI""- A2 ~: oj ....--!II: \ III-I-J6 , ,I' I I VAlERIE SKtDERSKI .t BARBARA lJUB1£L \ '!~~A~or:?'of&lI \ I 8/(. 10764 pc. ~7e \ Ir=;j I ~--~ >ri.:\~&"~'" I I I 111-I-J5 ,I' \$" ,.,- ~~-"'"\ ) ,/'" ..,..,...-' \ \ c\~ \ \ \ ~ \ \ \ \ \ <\' ,1.,,~:11 I I I11-J-J7 ·1' I I I I I PASQ/JALINA .t JOHN BONA~TA SSg COOPFR sr. AGAWAM • .4iA 01001 /II"-RY &: AOa£ BONAVITA 683 C(){)P£R 5T. A~WAAI, MA 01001 BI<. 7432 PC. 186 EXIST. HIOBU,£ EOliIPI/ENT \ TO BE II£lQCI.TED 8/( 16878 PG_ 269 I I t "=" 'A ElUSl. ~ lDfIER \ TO BE 1QOVED (BY WECO) I \ I I "'D' ___ , , ' ~ """ --------------../ I / y, .. ~.1f ,~/ "",,/ ~.' / 1'1-,," / ." /' . ---. ---,/ ill ----- / / / / PLAN REfERENCES oro) OOOK 3114-p~ $6 -PlAN BOOl( 312 PAGE 54--PlAN IIOOK 352 PAGE 102 -PlAN BOOI( 355 PAGE 06 -PlAN !lOOK 382 PAGe: HII -?\.Nt I!OOK 5104 PH:( 1 -PlAN BOOK !il04 PAGE 2. -PlNrI IIDOk 5\04 PAGE l -PlAN BOOK 5062 PAGE 16 -PlAN BOOI( 65e3 PIa 1 -Pl.Nt 80Dk 656J PAGE 2. -PlAN BOOK 71311 PAGf I -PlNt BOOK 7\~ I'AG£. :z GENERAL NOTES: I. AEl.D SIlR'IE'f Wilt: 2. ~~TUt.I; 3. HORIZONTAL ~MI: •• SITE" COHfROL POIHT: 5. LAND OWNER 6. SITE NAME: 7, SITE ADDRESS: II. APPt.ICWT: II. JllR!SDlCTlON: 10. TAX 10: 11. DEEP REFD!ENCE: 1 Z. Pl»I REfERENCES: 13. ZONING JlIRISIJCT1ON: 2/21/12 NORTti ~ VERTlCAL MWIII Of 1 mill (-NORTH NIIERICAN MTUM OF 1 R83 (- tOO'ER Of lRNfSWlSSION STRUC'fURE #JIll LAlJM)E: "'.47-04'-20.24" (NAIl &:5) LOHGJruOE! W.72'-J8'-30.74" (NAO 53) WESTERN MASS D.ECTRlC COWPANV P.O. SOX 27D twITf'ORO, CT 0fI141 WMECO wu.. STRfrr /tGAW,... 89:i COOPER STR£ET ~,w.(n\lOl Hl0EILE HDInI£,I$J" lLC 15~'fIRt,Sl.II'EI """" " """ TOWN OF NJII/WA W IH\ BlJJCI( J lOT 1 BOOK: 11, PAGE: - lOfIN OF I\1lMf.IIM ~GIS ~ A2 (RESOENCE A-2) / NJ (MlRICt.l.1\IW.) 14. AU. lIHOE!ftlROl.Ifr(J UT1lJIY WO~TION PRESfHTID HEREON 1MS DEIlMN1) FROIoI SURfACE EViDEHCe: N¥J P\.ANS OF RECORD. AU. 1JNOEPIIIIOI.N) UTlJ1'ES sHOOU;J BE LOCA1ED 1M THE FIElD PRIOR TO THE" CONMEJrfCEWENT OF Nfr SITE WORK. CALl DlGSAf"E 1-886-344-723;5 A MINIMUM OF 72 HOURS PIfOR TO """'" """". 15. THE PROPERTY UNES SHOWN WERf COl/PIlED UTlUZ1'-'C TOWN/CIJY ASSESSOR's ~, RfCDRDED DE£[lS AND PlANS OF REFERENCE: AS IMlQTED. A COIIIPl£TE EKltlNDAAY SUR'v'EV WAS NOT UTUZED IN THE PREPAAAT10N Of 1l£S[ PlAHS. 16. THE SITE 15 LOCATED Iftj FlOOD HAZNlD ZONE C (AREAS OF MINIIoW.. FlOOOlHG) lIS SHOWN ON FLOOD INSURANCE RATE fIW> FOR THE TOWN Of ~, COlollollljlTY PANEl. 250133 Ioi'oP 0002A MTEO 02/01/1$711. 17. 8fAAIt4G sma. or lWS I'\.}H IS B#SE!) 0It G!Wi) MOIml, QIII MCRl'ri WAS ESTASUSH£O FROM GPS DBS~lJONS. IT IS f«)T IN"/EN1)[D TO BE Nt ElOCT REPRESENTATlOM OF TRUE NORTH. LEGEND ...... "<"'~." .•.• 'cL::""'-"'-,.'".,. .... ,:.;.:,:=:::;:..;::.:.".~ EXISTING ROW/(ASEMENr - - - - - - - - -PROPERTY LINE -- - - - ----A9UTT1NG PROPERJY UHE EXIST. E45EWEHT -,---,--,---,---EXIST. CHllN UNK n:NCE EXIST. STOCKADE FENCE EXIST. EOGf OF PAVEI.IOO" ----~.---_---EXIST. OVERHEAP UTlLIflES ----~.---~.----PROP. !MRHOO iJTIunES ---,,.--,,.--,,.--PROP. UTllJTlES ~ EXIST. I1TIUTY POLE _ lie Ii' _ ... ~ .-.. ZONING IIOUNOIIRY ____ TCfiHiMUNE ZONING DISTRICT LEGEND A2 I RE:SIOENC[ 10.-2. AG 1""",-_ BA BUSINESS A m !HOUSTRIAl B BB .uo,,,,, ZONING INFORMA nON 2~ DISTRICT, KJ. (RfSlDEM:E 10.-2) / 11; (AGR1cULTUAAL) ''''''''''''" REQUIRED EX""" """""'" MIN. LOT AREA: 15,000 SF 1.5 AC.:I: '/' !.1M, UJr RIONToIG£: 110' 200.2':1; '/' """"'" SElBAC" FRONT ,,' lJ7,8':t ~~'f SIDE (ACe) s· 2J.!I':t RfAR (Ace.) " lU.O'':!: 'SO.2'± IlAlt HEIGHT ". 0.0' 187.0':1: .".. I. I'ROPERTY p~ ~ ON TOWN Of N;AWAM ASSESSCJIS WN'S AND FIELD Y1SJT BY CIW'PELL ENGlNEERiHG ASSOCtAru, u.c. OH 2/21/12.. 2. SETBfCkS ME. TAKEN FROfII THE Cl.DSES1 POIHT OF EQUIP.II£HT TO """"" ""'. ~ --Mobile- 15 COIIIER(l" WAY, !DIE B t«JmJI(, IIA 02766 IJf\Cf: (501) 2811-2700 FAX! (508) 28i--2!IOJ lEASING ~F. ______ _ ZONING CONSlRUCllON 'IE 1.,,<>£eT NO:--'siHi",=. 1 I "'''''' BY, RJ( I I ctlEo(EO BY' MF I SUBMITTALS 4 09 ajl2. CONS1RUC~ RE'<I\S£D J 07 21/12 CONSlRlICl1ON REVISED 2 07/16/12 WfSTRUCllON RE\'ISED 1 06 12 ISSUED ffiIf ~STR. o 06/22/12 ISSU£D FOR RE\1EW i i TH1S POCUWNT IS TP1t. UIIO.IIIIU¥, ~, PRtPOO'f IHl ctFIII1QIl!D 1I1IK If T--liIaIlE NlIf1I£AST, LLC. Nty DUPlJC,\T1CW III USE Dour EXPRESS ~ CtlISOil ts: S1Ii1C1LY PR\lIIII1JED. 1l\I'lJCA1OI NIl 1ISE ElY CCMRNIIENT 4GENC1ES rot M P1l!POSES Of tDD.)CllrIG lIIEJR l.AVlUY AUlHORIZED 1I[GIM1tJl'( NIl ADWISTRA1l\f R1NC1lOHS IS """""'-'''''"''' 4SH-0276-B WMEeD Mllll STREET AGAWAM Sg5 COOPER STRm ~WAW, w. 01001 [-;:-1 , .......... i C-1 • 0 '0,.) " " ~ i ;i! i ii ; ~ ~ ~ it ~ .g aLi w w • h_~d D. W 0 D. !: 0 1;;,11 ~ ii~! ••• • z • Ow. · ~ ~~ It ~-I • • & • --- ---- ~ ;:i ~ , il' ~ ., ~ ~ !! ~ ~ ~ I ~ ~ ~ ~~ !ig ~jl ,,~ ii ~ ~ 8 ~ 0 if -- \: \: " ~, ------- CO. R,O.W. -,tl __ > i <l ~ o o. ~~~iII Q .... "",..,; ~<>::>.;-'''-"'''e'iil~i!: as<:i~'" ~,~" ,-~ • ~ ~ " ~ ~ % u ~ ~ • !!!~15 .I!! "i! I ~ M~i!il~ w w -~.~.U~ <D go iii§ I "'", ~s i 'J'~~I <0 ~~ 0--~~ ili~ i ~imU~! '" <> ;2(3 ~~ i I Iii .. :c 0" u~ '" ll<li Ii i -~> .... C> ~~ w ji~nl'l ~ a!. a~ I III I 'I " I " i 1 ~ : )fu e 0 U DOX'X : 1 "I I 1 I I r I I I I I r I I I r I !i , ~s ---S06'JQ'15-=E(wPROX:l-_ - - - - ---~.-I " / j / ! m ~ ~ :> " ~ ~ "-~ N I U " , , , --.", 1 I 1 ilj .-_. ·0 ~" i I I ,!~ ; ~- ~ ! :;i I I I~ I" I~ ~ II~ •.• II~ !iIT ; i ; ~ ~~ m ~ ~ ~ '! , ~ i5 6 " § z " m to m e ~ I" ! ~ ... i S i'i ~ iii ~ ~ ~ 2> • N 'e ~~~ U' "!':f~ m i~ ~~ ~I h ~" ~ ~ ~ ~~ ~I • il Ii' g~ ~ ~s 0"1 ~ .n~ • I i~ ~~~ I ~li ~~~ il~ .. ~~ ~~ ~~ ~~~~ !is !i~ " " .; I~ n ~J "" .. " 00 '-' ,.!.~ ~~ ltI:t;b !II !.~jiljl §I.~~~.~ ~~~~!~il :~i II; ~ ~~:; U· ~"~ii·I~~~ ~mlm ~ '< , ~ ~ • ;". f§ .~ >-w w CD f!' I ~ "':::. ,... :::l~ '" 0 d", I "'''' :c 0'" '" .... U w ~ t m~ I~ ~ ~I ~~ ~~ ~ I~ -. ./ .-,-._0- 88 ~~ ~;s ....--- < Ii I ~i i i~ « ~~ N i z 0 ;;: F ::; ~ ..... " 0::: ~b ::2~ " j:!':~ '" Sl~ z~ •• ~= "~ "~ h .~ -i ;, z « ....J ;, a. Clb z .. ::::>" '" 0' a.~ ~ 8~ / / /' 21". PIPE !IIOUN'T ~NA DIMENSIONS: n 15"11 x 2'11 U CPS ANTENNA DIMENSIONS, 0 711 x 4"W ~DIt.lENSIONS:1<::':>. lJ"H x 6"W x 4-0 'J,J (2 PER ANTENNA) REI" 1lIIoIOOKlMS: 3.5"H r 4"W ~ 2"0 ISl (1 PER ANTENNA) PH4E\. Nfl9Itl#o DI'IIOO\OMS: 72"H x 13.5"W x 8"0 (lOTI( Of 9) ANTENNA DETAILS SCIU: NOT TO SCALE l~' ... , e----12'-fi' (lYF'.)----j J-SECTOR U~SAL RING MOUNT ~ COLOCAllON T-FJW,I[ I(rr. SEE QWU 8flOIIj roR PHrr !f.NBEJ\S '-..... ". """" , COI..OCA1ION T -FJW,IE KIT III:-K125-6-72 we-Kl2l &-72 WONOPOlE II 10"-JIl" 3D'-60' ANTENNA DETAILS (.\ SCAI..£: '/4' • "-0' ~ o • 12 '--NfTENNA CAIl.ES (12) . """"" "- NOTE: Pft!lWlf PROPER BENIlINC fWljUS .EIlIl...C!IMlI AS RECURED !IV THE C!W(~ CABt..E W1t '!P~~?~.OUND COAX DETAIL (:.., PIQ'. CO-AX CABLE (TYP) IHST~ SPRAY FOMI S£AUR AROUND COO( NENI 00 OF ctlNDUIT. 1/rISTHJ. WIRCOF'LECT BOOT KIT AND SEAl. CN'S WI IIi.ACK SLK:ONE SEI4.NfT BOTH EHOS 10 UND£RGROlJIIIO CONDlIT IWII<. (IS) IS' GREEN SOl 40 ~ CONDI.JITS R£Q\JIRED. ~~ "~JUB-UP DETAIL ( :-, PER SIHGt£ PIP[ SUF'PORT ARW ... EB o 8· ,'-4" J/!' U-Ba.TS ~~~~ BY WlCftOFlLCl. INC. OR ElJlN.. (WAX. spAa~ 10'-0" O.c.)- ElCTENDED T l1'INISMISSIDN UNE HANGER IllAO(ET BY PIRro, INC. OR [QUAL IIAXllliN ~ IIlRIZONTAL ","0 'I01I~ UJ UU L SP-'.aNGIS 4'4 o,c. ~ 6 CABI..[ OPTION ctllIIIHER/ Dl.lPl.EXERS AS SP[QAED BY m. MOUNTED ON T-I'IIIN:1<ET SECTION AT ICE BRIDGE/CABLE lRA Y Sc:HL: 3/4"_1'-0" o I!" 1'-4' 2'-11" 4'-0' • I • ~ 5 ~ I ~ ~ i § , ... , HOT<> 1. fOIl EXPOS£D l..EOGE, PROotrJE: GROUT LEVEUNG !WI. 1MSI",IiJ.. ('1) 'Mo" EXPItSOM ,t,MCHORS. ft \.OHG. 2. FOR BURIED I!DGE ~T l!SS ntIH J'-6" II[l..OW fINISH GIWlE, CORE a', ttOLf INTO LEDGE 18' Dm'. ALL AROUND Pf'E wrnt HON-SIf!INK GROUT. USE OOIL TAR ON IIIJRlED I.ENCTH OF" PIPE. NtD BIID(f1L1. TO fINISH """ J. FOR COHCIIrTE. F~ 8ASEI'lATr WI (2) 1/6' EXf'A/GON ANCHORS. 6' LONG. •• mil POSrS ON CONCRETE OR EXPOSED I..EIlGf, I'RO'mE 4'\!'..)i' BASEPtAl[ WIT)j (2) IX.' HOLES S' D.C. ---r-r-.s 1/2' J" 1 1 ::IIIIIILUmJ! _", Illill I I 1 1 , , 1 1 Jj' t : 'L-j: 1 1 1 ,I 1 1 IJ LJ L,·_.·J CABLE BRIDGE PIER SCALE; N1S PIPE SUPPORT I'<lSf Alii, GRADE """ "" 4 ... , 2' BARK WUlIJ1 (PULl BAAl< MutCl1 AWAY FROIII TRUNK OF !R[I) PlAN1lNG SOIL MIX J>£R SPEOAl PRO't1S1ONS ~:,-111~ EAR"IH WAl[RING R ... _ ~'1m:I'IT rm:c: ~ J~~ :,:~ ----~ flNlSHOl~ ·O;;~':'c;>o,?o6 ':;":--'V\'0f~'h.."'V"i- "'--SCN!IFY ANO COIilPACT TOP B" Of EXISTING GIWlE :2'-B" 'I' GRADE AflER SETIlBIENT ....... -ROO"IIIAIJ. SHAU. BE PlACED ON !,!. COIoPACTED OR UNDISTURBED ., '1 SUBl1fAOE 1--J x IIOO1SAU. DlAIIIE"TER 1 ~~~y ARBORVITAE SHRUB PlANTING © ... , 2 J • 5 , _ .... """""'" W8f.243.01 \IERll:AL TRAPEZE sc:cnON WBT12J.02 12" HORIZONTAL TRAPEZE S£C11ON lIT 387 SQUARf WASHER, 1 ..!fl"x1 JE"W lIS" HOLE 08-0J205 J 8"11.2" GlLY. BOLT KIT GWF-oJ J 6" Gll-V. flAT WASHER GB-oJl05 J lI'x'" GALV. BOLT KIT CABLE LADDER DETAIL f.\ SCALE: NlS ~ PLANTING NOTES 1. WAlEJIIING SAUCER SHAU. lIE A..OOOED TlllCE DURING '!HE fiRST 24 ItOOfiS AFTER PLAHllNG 2. 'ffiE[ SHAU. BE SET PLUIoI8 J. 00 NOT CUT lEADER 4. Nf IRRIGA l10N SCHEDULE FOR A TWO '!tAR PERIOD SItAU. BE IIIP!.EMENTED BY T-IoIOIIILE ANO THE OIlIER 10 ENSURE '!HE Pl..ANlS IU TAKE ROOT AND SUR\1'o£. 5. TEOiNY ARBOR'I1TI£ Pl..ANlWGS SHAU.II£ AT A SIZE flANGE BEnEEH ~' ANO 6', IN TWO ROWS, STAGIERED, AND SHAll. BE B' ON C[NTER. lIlY. , J , J , , ~. ·Mobile· 15 CIIIIER({ WAY, SUll£ B NII!lCW, 11,1. Il2766 (ff\t[: (50S) Ul-1100 fM: (sua) 2M-2SJ ZONING CONSTRUCTION A/'f. I PRO£CT NO: 4SH-0276-B I I lIRA" BY, , .. I I CHECI(ED BY' .Nr I SUBMITTALS 4 09 9 2 CONSTRUCTION REVISED .. n1 1 M rtaI.<m!Ilf'.'lIC'M ~\Ac:rn 1115 DIIClIMEJ/T IS TIf£./olIWIIJI.. DESIGN, PRtFERTY AICI ~'JED"m: OF T-I«8I.£ frU1HEAST, u.c. MY MJeAlIDH III USE OM EXPRESS 'lRTltN aJI5£NT IS ~y f'II:IlI:m.lm. !JJ!\U'OOM AICIIJS[ B~ IlO\£IINIDT AIlENCIES fa! JI£ PUWOSES OF COGJC1IrIG 1Ifl~ LA'lfW.Y AlI1H(I!IZ[() IlEGl.UTtRY All) AaIIINISlRAlI\£ FI.INC1J[IrI5 IS SfECf1CAl1 y ,IilOIED. 4SH-0276-B WMECO MILLL STREET AGAWAM 695 COOPER STREET AGAWMI, MA 01001 ---"'--1 _. SIIE DEW.S ""-S-1 ~ PI'<: DIWI 54lb:50' UtrlERCROLlHD £1 CON~UIT TO POWER (SEE WAIl (2Wmco UNDERGMlUNO TI LIDIAAC (SEE DErAIL ~ ~ ~ ~ ~ - " ~ ~~ ".~j ~.,"' 8~ BATTERY ~-~.r,~~~!:! (I' !'PC CABINET BA.SE OOEHSION MOUmtll TO SLAB w/(.) 5/8"h3-3/4' HILl! I(WtI( IIOI..T ~ N«:HORS. SHIM IF REQUIRfO 1'-8" -, , , , , ~n U" PPC CABINET ~/ 2'-8' l'-g' ... .~ , .. -.. 8'-6" 4'-11' ---/---r----------, , , , f--- ~ I '" ....... f-- II""'" ,.m.ro""""'~ ''''"., n :: I / -... -, U=~ ---r-1' EI.EC'IRCAl. ~rr / -\ ~/ 88U CABINET ] '" """""" '""Nfl - L , , , , , , --, -, --, , ---I---- 4'-6' 6'-0' ,'-11' ~~/,~!,E9UIPMENT PAD @ o , • 4'-4" 2'-1'" 4'-4' 2'-7' '.':"''':F:'~·''JI ~ II IIH _ ; ,', ,. .. ,I' :'. \k M e'-Ou15'-0"Wx8"D PRECAST COHCR£T[ stAll w/'4 IWIS SPACED B" 801H SECTION AT EQUIPMENT PAD SCALE: 1/2" • 1'-0' o 2 • • • .. , 8' -O'l..xl s' -O"Wxll"O PRECIST CONCR£JE SlAB WI,. BARS Sf'ACED 8' BOTH WAYS BTS CABtlET AND ~TlERY 8I.SE UNIT ra\ENSaIS: 83"H:62.....-zr."tI (ToTJL OF 3) ICE BRlOG£jCABLE TRAY (SEE 1l£TAI.-3/5-1) IIA.TI(R'( QI,CK-UP CABINET DIMENSIONS; M"Hx2B"Wx31"D BOOSTER CABI~[f DIWENSIONS: 3S·HxlS"Wx34..5"D (ToTAL OF 3) SUB-BA.SE FRAME IoIOUNlm TO su. W/ (4) 5/e'M-3/4" ..... n !(WI( IIOLT • ANCttORS. SHIlil IF REQUiRED TO lEVEl SUB-~ FRAME (MI. AT fACH CABlNEl') STRUCTURAL NOTES 1. DESIGN REQUIREMENTS NI£ PER STAlE BUIlDING CODE AND ~UCABLE 9JPPl..EMENTS, Nl9!ASOC1, E1A/IIA-222-F STRUCTURAL STAHDAADS FOR S'lEEJ.. AN1ENNA !i)Pf'OOl1NC STRUClURES. 2. CCM'lRo\C1t1\ sw.u. '6\N M.l ~ HID COMI)'llatS Ii 'THE mD PRIm Ttl F~1'ItIM .00 ERECT1(J1 or MY MA1!RIAI... JNf UNUSUAL tarlDI'OONS SHALL BE REPORlEO TO lHE AnENTION IF THE CONSTRIJCTlON W,f,NAGElf, J. DESIGN AND CONSlROClION Of STRIJC1\IRAL STEEL 9lAU. CONFORII TO THE AMERICAN INSllTVTE or S1EEL C()ISlRUClIaI "SPt:ClFlCATlON FOR THE DESlCH, FABRICAT10N AND ERECTION or SlRUCMAL SlEEL FlII 8lJllIItfGS'". •• STRUCTURAL AND WISCEUANEOUS STEEL SHAll. CONFORM TO ASTIII A3& SlRUCTURAL STEEL UNLESS OTHERWISE INDlCA'TEtl. 5. STEEl PIPE SHAll. CONFlI!M TO "STU A500 'ca..o-FORMED WELDfll " SEAMLESS CARB!W S1ER STRUCllJRAl TUBING", GRADE A, QI ASni A5J PIPE SlEB. BLACK .t.NO HOT-DIPPED ZINC-COATED WElDED AND SEAMLESS T1PE E OR S, GRADE 8. PIPE SIZES HIICAlED ARE NOMINAL ACnJAi. OOTS4OE DIAMEtER IS L.ARGDt s. SlRUCTURAI. COHNECllON BOLTS SHALl.. BE HIGH STR£NGTH BILTS (BEARING T'lPE) AND CONFORW TO ASTM A325 "HIGH STRENGTH IIIl..TS FOR STRUClURAL .JOINTS. INCWDlNG SUITA8I.£ NUTS AND PLAIN HAR!I£NED WASHERS". ALl.. BILTS SHALl lIE 5/8" iliA UON. 7. All. STm. MAtERIALS SHALl.. BE GALVAMlEO AFTER fMlRlCArot IN ACCORDANCE IM"TH ASN Am "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRtW AND STEEl. PRODuCTS", U/rlESS O"THERWISE NOlm. 5. All. BOLTS, ANCHORS AND IItISCEl..L.AN£OUS HAROWARE 9iA.ll. BE GALVANIZED IN ACCORDANCE WllH ASnI 10153 "ZlNC-CQAlING (HOT-DlP) ON IRatI AND S1EEL HARDWARE", lIN..ESS OlHERWISE NOlED. II. FIELD 'llELDs, DRIll. HIl.ES, SAW aJTS ANa A.ll. OAMAGED CALVANIZED SURfACES 9iAll. !IE REPAIRED WITH AN ORGANIC ZINC RfPAlR PAINT COMPLYING lIIITH REQUIRaiENTS CF AS"N 10780. GALVANIZING RtPAIR PAINT SHALl.. HAVE 85 PERCENT ZINC BY WEN:HT, ZlRP BY DUNCAN GALVANIZING, GALVA BRIGlT f'R!lIIUW BY CROWN OR EQUAL THICki'IfSS CF APPLIED GALVANIZING REPAIR PAINT SHA.ll. lIE NOT LESS THAN 4 COATS (ALLOW lillIE TO DRY BETIIEEN COATS) WITH A RESULl!NG COAliNG mD':NESS RE:QIJIRm BY AS"lN AI2J OR 10.153 AS APPUCABL£. 10. CONTRACTOR SHAll. C!U'l.Y VII"TH loWS COIlE fOR PROCEOUR£S, N'P£A.RANCE AND OOALITY OF ""'''. AND fOR WETHOOS USED IN CQRREClING 'IIELDING. ALl.. \\(~ AN!) WELDING PROCESSES SHALl.. BE QUAUFED IN ACCORDANCE \IIlH AWS "STANOARD QUALIFICATION PROCEDURES'. A.lL 'lll£l..D1HG SHALl.. BE OONE USlHG E70XX El.£CTROOES N,(l WELDNG SHA.LL CONfORIr,I TO AlSC 00 01.1. 'IIHERE FlU£T WELO SIZES AIlE NOT SHOIN, PftOWIE lHE MIfrlMUiIt SIZE PER TABLE J2.o4o IN THE AlSC ·WANUAI. CF ST£a CONSTRUClION". 11TH EDITION. 11. INCOAREClLY FAllRICAlED, OAWAGED OR O"THER'MSE IItISFITTING OR NONCONFalWING WATERIALS OR CONDiliONS SHAlL BE REPORTED TO THE COrtSTRtJCTlON IIANAGER PRIOR TO REIoIEDIAi. OR CU!RECTI\lE A.CTJaI. ANY SU~ ACllON SHAI.l. REQUIRE CDNSlRUClION WANAOCR APPROVAL 12. t.IN~TS SHAll. BE FaIV£D ST££L QlANNEL STRUT FJlAl,I1NG AS II1ANUFAC1URED BY UNlSlRUT "'''. WA~E, WI OR EQUAL STRtJT MEMBERS SHALl. BE 1 5/8'111 5/8'~12GA, U~ OlHER'MS£ NcrIED, ANI 9iALL BE HOT-DIP GALVANIZED AnER FABRlCAlICIt. 13. EPoxY ANCHIJ'I ASSEItIIl.Y !JiALL CONSIST CF 1/2" IlI,t,WElER STAINLESS STEEl.. ANCJKR ROD '11TH NUTS II WASHERS, AN ItflERNM!.Y THREADED INSERT, A SCRfEN TUBE ANa A EPOXY AOHE9\'E. TI£ ANCHORING SYS"lDI SHAll. BE TI£ HlLlI-HIT HY-20 AND OR HY-l50 SYSTEMS (AS SP£QF1EO Nt O\IC..) OR ENIlNEERS APPRO'otIl EQUAl. YllTII +-1/4" IIIIN. atBEr*ENT DEPTH. 14. EXPANSlIW BOLlS SHA.lL ClWfORM TO FEDERAL SPEClflCA1K.N ff-S-325, 0R0lf' a, TYPe: 4, CLASS I, HILli K'MI( 9Il..T • OR APPRO'o'ElI EQUAL INSTAU.A.TI~ SHALL lIE IN ACCORDANCE WITH THE MANUFAClIJR[R'S RECOIoIMENO~TlO!fS. l,I1N1MUM EIIlIlEDNENT SHM!. BE 1ll1'1££ ANO OlE HALF (3 1/2) INCHES. 15. GRA'o£l. SUB BASE 10K) C<M:RE"IE 9lA.LL EE PI..ACEIl A.GAI~ST IJNDlSTVROED SOIL lS. CONCRElE fOR FENCE A.HO ICE BRlO<J:: SUI'PORT SHAll. BE 3000 PSI AIR ENlRA.lNfO (4 ~ lQ ~ORWAL WEl(J!T CONCIIETE. 17. A.ll. CAST IN PLA.a: CONCRETE !i+AIl. BE 111m) AND PLACm IN AClXIIOANCE lIlTH lHE REQllREWENlS CF loa 318 AND loa 3Ot. 15. THE fOll.OVIING MINIIIIUW ~ElE CO\'ER O',{R REINFORCING STEEl. !JiALl.. BE AS FOLLOWS UNLESS OTHERVIISE NOlED: CONCRElE CAST AGAINST EARTH ••• 3 IN~ES CONCRETE EXPOSED TO EARlll OR WATER f6 A.NJ LARGER • • •••••• 2 INOlES IS A.HO SMALLER. . ••..•. 1 1/2 INCHES All. EXPOSED eDGES 9-1A.ll. 8E PROWID::o W"TI1 I>. ~/4"x3/"" DI~ llMl.ESS Nom> 0TrIER'MSE. 18. WWE!ER SHA.lL COMPLY ViTII 1HE REQUIREMENTS CF THE MlERICAN INSlIT\J"IE Of lWBER CONSTRtJCl1ON AND THE NATlCflAL fOREST PI!OIlUCTS ASSOCIATlOI'S NAlION~L OESlIII SPEClACAliON FOR WOOD C(JrjSTRlJCOON. All. LalBER SHAlL lIE PRESSURE TREATED AND SHAll. BE SlRUClURAI. GRADE NO. 2 OR BETTER. -PIIt~! UJrOItit PAD ~~SI?~: _~ .. _~. EQUIPMENT DETAIL , SCAL..E: \<lOT TO SCALE PROYiDE DlA.GONAI.. AII.AJSTAIIl.E RIlE AND TlJRNllUO<U: ASSOeI..Y AT All. CORNERS TYPICAL FENCE DETAIL f.\ SCALE: 3/8' -"-0" ~ o 1'-4" 2'-8" S'-4' 8'-0' .... 1. INSTAll. FENCING PER AS1M F-567, S'MNG GATE PER ASnI F-900. 2. A.ll. ENO POSTS, UNE I'OSTS, pLlJ. POSTS, POSTS f"OR G~ lE LEN", PlP£S FOR GAlE fRAiltE AND TQI> RAILS SHAlL lIE SOIEDULE 40 PIPE PER -'STlI HoeJ. 3. fA.8l!lC SHAU. BE 12 GA CORE WIlE SIZE 2' IiI£SH CONfORMING TO ASlW 10-3&2- 4. lENSION _E 9iA.LL BE 7 GA. GALV. SlEEL 5. 11: 'AlRE SHA.LL BE 11 GA.. GALV. STEEl. (NIH.) AT POSTS AND RAIlS. A SlNQ.£ 'MIAP FABRIC liE AT TENSION WIRE BY HOG RINGS 9PACED MAX. CF 2.' INlERVA.LS. 6. BARtifll 'MR( SliAll. BE OOUBLE STRANO 12 ,tL 0.0. lWSlED ¥lIRE TO MAltH W/I'AIIRIC 14 GA., 4 I'T. BARBS SPACES AT APPROKlMAlELY 5" 0 .• 1. CUoIP\..Y WTr\ ~ ORDiNANm ~ BNIBED WIlE PERWIT REQUIRElIIEHTS, IF R£QUIRm. 5. Slm FENCE S'tSfEW SHA.ll. INClIIDE "!tIE FENCE POSTS, FABRIC, GATE SYS10I ANO AU. NECESSARY EREClION ACCESSORiES, FlT1lNCS NI{J F~GS. AU. FENCE SYSIDI CQt,f>()IENTS SHALL BE GALVANIZE!) IN ACCamANCE V111ll ASlII1 10153. GAlES SHALL BE: SWWG GATES YIIlH 5'-0" LEAfS. REfER TO TYPiCAL fENCE DETAIL fOR AOOI11ONAL INFOOMAliOl. INSTALL fDrICf AfTER CONCRETE HAS ATTAINED 79 Of 28 DAY OESIIII SlRENGTH. II. SCRWIIMG SLA.TS SHA.lL lIE tfSTALlED ON f'ROPOSED FENONG (COLa!: GREEN OR AS OE1"s BY PROJECT D'ItIER). ~. ·Mobile'· 15 aJIiIIIERa: WAY, SUTE B NORR*, 1110. 02111! 1FFIre (505) 286-27011 FAt (5011) 285-2Itl 'Ir CHAPPELL ~ ENGINEERING III! ~ ASSOCIATES, LLC 1tIC, D£CUTM: CENTRE 201 IIOSftIII POST IIW) .sr "'" '" WNiI.SIIIl\tIH, ... 017S2 (1iIIlI)481-1400 nut 11 ' 1(IIww~".CIIII l£A.NG ~,. Z"",,O COOSlRUCll()j AlE I PRO.£CT NO: 4SH-027S-8 I I OOAM4 BY: RJ( I I CHECKED BY' "'" I SUBMITTALS 4 09 9 2 CONSTRUClKIt RE"I'I!:ID 3 07/27 2 CONSTRUCnOO REVISED 2 07 6 2 CONSTRUCliOO REVISED 1 011/28 2 ISSUED Fa! CONSTR. a 1Jl/'12; 2 ISSUED fOR R£\1£W i ._ , __ i lIIS DOIlIII1ENT IS THE YlUI' ..... !£:!MI, 1'tI0000TY AMI C(P!IiI!JHEP IORI( (J" T-1IOiIl.E 1K111I£AST, ll.C. ANY Dll'l.JCA.1KIN !II USE .THIIIT ElAIESS 'IIRIllEM COISENT IS SlRICn.Y PRCHlllEO. O!I'LJCAlION AND USE BY GO'OIIIENT AIDQES FUR THE PIJII'OSES (J" CIKlUC1IHG lIP LA'lfUU.Y AlITHOImD 1lE0000JlRY AlII AIIINISlRAlI\'E FUNCllONS IS SPEaflCA.l..l.Y MUl'/IOl. 4SH-0276-S \\I.4ECO Mllll STREET AGAWAM 695 COCF[R SlRE£T AGAWNI, MA 01001 HETW ~N01IS. _PUN, SECTkIN .. OO"MS S-2 , o I • I a o I o '" b I i-- ... ~ ..l:-M.OBJLE.~~TF,;Nf'-!AS __ ._ ~L ±164'-0" ATB T -MOBILE ANTENNA-------- ARRAY (SEE 2/ANT-1) EXISTING 167' TALL WME Co -- STEEL TRANSMISSION STRUCTURE NO. 316 ~Lt.l:t;-~:e6,~~iaNNAS -_--II~ t1= MetroPCS ANTENNA--/ ARRAY (SEE l/ANT-l) Iii ~ T -MOBILE PROPOSED EIGHTEEN (18) 1-5/8" ~ COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-1) 11111 MetroPCS PROPOSED TWELVE (12) 1-5/8" ~ COAX CABLES MOUNTED TO EXTERIOR OF THE WMECo POLE POLE (SEE 3/EL-1) ANTENNA ARRAY ELEVATION SCALE: ,. = 6'-0" MetroPCS PROPOSED TWELVE (12) 1-5/8" III COAX CABLES VALMONT TRANSMISSION LINE BRACKET (PIN B3254) AT 4' O.C. MAX wi STACKABLE SNAP-IN HANGERS (TYP.) EXISTING 167' TALL WMECo ( STEEL TRANSMISSION STRUCTURE NO. 316 T -MOBILE PROPOSED EIGHTEEN (18) 1-5/8" ~ COAX CABLES COAX CABLE PLAN -SCAlF -37 4* -= l' :.:."0 .... ----.. .---------, : -l. ___ !LJ -.lAO_BI~_~N1E~NA$_.~ , I EL ±164'-O" ATB ~ I I , I : .L_LMETR9PG~.ANJEt-IN~~.~ : : EL ±154'-O· ATB ~ , , ~-------~ t:f\ ~ r 2-- -$ ATB DENOTES TOP OF BASE PLATE 1,111 T -MOBILE PROPOSED EIGHTEEN (18) 1-5/8" ~ COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-1) IIIHII' MetroPCS PROPOSED TWELVE (12) 1-5/8" III COAX CABLES MOUNTED TO EXTERIOR OF THE POLE (SEE 3/EL-1) :111 • EXISTING 167' TALL WM ECo STEEL TRANSMISSION STRUCTURE NO. 316 EXISTING GRADE POLE ELEVATION ---SCALF: ,.. '=-20'=0" I <0 ;;; ~ ~ II g g ,t ~ '" I a.:;; I (1)8 w ~ r::=-1 ~ EL-1 NQli;. T -MOBILE ANTENNA MODELS AND QUANTITIES AND COAX CABLE SIZE AND QUANTITES ASSUMED. / PROPOSED THREE (3) RFS APX16DWV-16DWVS-E-A20 THREE (3) RFS APXV18-206516S-C-A20, THREE (3) RFS TWIN AWS TMAs AND THREE (3) ANDREW TWIN PCS TMAs VALMONT T -ARM CO-LOCATION ~ WMECo POLE KIT PiN 802738 WI NINE (9) 2" STD. (O.D. = 2.375") X 6' LONG PIPE MASTS 10'-0" _Jf...l:-M_OBJLE_~t-m;Nf'.!AS.~ EL. ± 164' -0" ATB " PROPOSED EIGHTEEN (18) 1 -5/8" ¢ COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-l) " EXISTING 167' TALL WMECo STEEL TRANSMISSION STRUCTURE NO. 316 T -MOBILE ANTENNA ARRAY SCALE: 1/4" = 1'-0" n " WMECo POLE ra l,.., I I I I I , , k®1~ 10' -0· n ,u l- PROPOSED SIX (6) ANDREW HBX-6516DS-VTM PANEL ANTENNAS AND SIX (6) ANDREW ATM200-A20 ACTUATORS VALMONT T-ARM CO-LOCATION KIT PIN 802738 WI NINE (9) 2" STD. (O.D. = 2.375") X 6' LONG PIPE MASTS Jf.....MET~O~CLI\NT~NtJA~ .......... EL. ±154'-0" ATB .......,.. PROPOSED TWELVE (12) 1 5/8" ¢ COAX CABLES MOUNTED TO THE EXTERIOR OF THE EXISTING POLE (SEE 3/EL-l) EXISTING 167' TALL WMECo STEEL TRANSMISSION STRUCTURE NO. 316 METROPCS ANTENNA ARRAY SCALE: 1/4" = 1'-0" \£ 'I ~ i II 00 t I ~ ~ 'I a.. 0 I IU)~ ANTENNA ARRAYS ANT-1 • TO (0 lDom: (SEE I'O'IER !IISElI.) 240V, 1'. JW iWlUAi. BYPASS IIElER r Elm. UlJJl'I' PCU: ... _ .... F-·----~ M IoU. CCHtEC'IKWS AS PER uruTY ca.lPNly's RE'll.III£MDt:s- (3) 12/0 .. N ~"" fIiE<B'T; , I , I \ I I I I , L ___ _ SER't1CE CII1UI.O PER ." _ .. 12V OOERNAI. AI.NiIIt QRCUlT IN 3/4' 'IIaHIElHlX: CONDUIT (3) f5 ., (II flOG It t'e (3) 1& ., (1) 1'100 1\1 t'e (3) " ., (1) IIOG IN t'e (J) J6" (1) 1100 lM I'e ~GF1 "" "''''' ~TOCSCI ! 1 JOA-2P 1~(3J "0 II (1) flOG IN 1 C .. -.. {3}f!It(\) fBG 1111"C 3IM:-ZI' '" EQUIPMENT ""'" '" """m ""'" ONE LINE DIAGRAM SCH.L: NOT TO SCALE ....... ...... NflENNA AMPIJ1ER~ "'" .....,..., a: BRIDCE/CAIlL TRAY PRIlP. GROUND CONNECllCW TO YIl'I(JI(lf ('tW. IS J) E-, ..... 1. 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"ST.lCKlMG " ~ COMMfJmOII 6 1m PEIIIomtD. 2. 0XIlE IHHIIT'N> COIIP()(N) TO IE USED AT M.l ur.AllONS. J. CDIEl..I. DCI'/IIrUADS I'D UPP£R EGB, I..O'i6 EC;9 AND Ia. TYPICAL GROUND BAR CONNECTIONS DETAIL SCAL£: NOT TO SCAL£ , E-' """" ILL./...---N/IBINj\ ~ PIP[ ""' ...... CAIlE "'" "'" "'" /~~""'QOOli"""'"" ,. .. "" EGII. IDIIEP 10 TOWER,i\Io«lP!u: COAX CABLE CONNECTION AND GROUNDING DETAIL SCN.£: NOT TO sc.~ DlST. UlIUTY Pa..£ '/IEAl'HER HEAD (J}I5OOM()I ... (I) flG -,,'C PRef'. (2) 4'C 316,1,,001N (2) Z' 1El..CO turoms W/fW.-L£NGlH PUlL ROP£ POWE~l~~CO RISER DIAGRAM @ SCAlE: 1'10 .. __ _ ""' .. -SI'KlWN ON GROUNONG 1D~ICITS ,0 ~""~ C~t', (j) " " (j) '0 o ""'- ·0 """"' '''''''''''' ... AT CII.OIJMIIKII HI\J£'I 1.IC8KlI" OR EQI»rI. 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RJSIRS • IlEIAlIS E-1 • • • Town of Agawam . 36 Main Street Agawam, Massacbusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 May 3, 2013 Patrice Tyrie Bums & McDonnell 108 Leigus Road Building A, Suite 1100 Wallingford, CT 06492 Dear Ms. Tyrie: At its duly called meeting held oil May 2,2013, the Agawam Planning Board voted to approve the revised landscaping plan (attached) for the cell tower located on Cooper Street. . . . If you have any questions, please contact this office at 413 786-0400, extension 8738. Sincerely, /A~7?~oA ·· . .:>~ Travis P. Ward, Chairman .. AGAWAM PLANNING BOARD TPWIDSD:prk . Cc: Building lnspector Eng. Dept. Town Clerk File • Pamela Kerr From: Deborah Dachos Sent: Tuesday, April 23, 2013 3:00 PM To: Pamela Kerr Subject: FW: Cooper Street cell tower Pam, Can you put this on the Planning Board agenda? Thanks. Deborah S. Dachos, Director Agawam Office of Planning and Community Development 36 Main Street Agawam, MA 01001 (413) 786-0400, ext. 8738 plannjng@agawam.ma,us From: Tyrie, Patrice [mailto:ptyrie@burnsmcd.com] Sent: Tuesday, April 23, 2013 11:29 AM To: Deborah Dachos Subject: RE: Cooper Street cell tower Hi Debbie, Just checking in on this -any word from the Boards? Thanks for your help- Patty Patrice Tyrie Community Relations Stakeholder Management Solutions Burns & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 Mobile: 860-218-7523 Fax: 203-741-1054 ptyrie@burnsmcd.com www.burnsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For From: Tyrie, Patrice Sent: Monday, April 15, 2013 2:16 PM To: ddachos@agawam.ma.us Subject: RE: Cooper Street cell tower Hi Debbie- .i I was able to get approval from folks to change the height of the trees to be a taller version of the same species. Please let me know if the Town is OK with this change at your earliest convenience. Provided below is the extracted part of the plan that shows the trees we would be adjusting to be 7 -8' at 4/24/2013 Page 1 of3 T-MOBILE TECHNICIAN SITE SAFETY NOTES LOCATION SECTOR A: SECTOR B; SECTOR C; GPS/LMU: SPECIAL RESTRICTIONS ACCESS BY CERTIFIED CLIMBER ACCESS BY CERTIFIED CLIMBER ACCESS BY CERTIFIED CLIMBER UNRESTRICTED RADIO CABINETS: PPC DISCONNECT; MAIN CIRCUIT D/C: NIU/T DEMARC: OTHER/SPECIAL: UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED NONE GENERAL NOTES 1. THE CONTRACTOR SHAll GNE AI.I. NOTICES AND COMPlY WIffl AI.I. LAWS, ORDlNAI«:ES, RUlES, REGULATIONS AI() LAWAll ORD£RS ()f" ANY PUBUC AUTHORITY, MUNICIPAL AND UTIurrv COMPANY SPECIfICATIONS, AND UDCAL AN/) STATf JURISDICTIONAl. coors BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORUED ON THE PROJECT AND THE I.tATERIALS INSTAUED SIWl. BE IN STRICT ACCORIl\NCI: WIffl AI.I. APP\JCABUE CODES, REGULAOONS, AND ORDINANCES. 2. THE ARCHfTECT/ENGINEER Hl.VE I.tADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCllON AND CONTRACT DOCUMENTS mE COUPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEI'ERTHEUESS CAUTIONED TWIT MINOR l»AJSS/ONS OR ERRORS IN THE DRAWINGS AND OR SPECIfICATIONS SIWl. NOT EXCUSE SAID CONTRACTOR FROM COUP!.ETING THE PROJECT AN!) IMPROVEUENTS N ACCORDANCE WITH THE INTENT ()f" THESE OOCUMENTS. J. THE CONTRACTOR OR BIOOER SHAll BEAR THE RESPONSIBIUrrY OF NOTFYING (IN IIIRmNG) THE OUtiPOINT REPRESENTA1NE OF ANY CONFUCTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN mE EVENT OF DISCREPANCIES THE CONTRACTOR SHAU. PRICI: THE MORE COSllY OR EXTENSII'E WORK, UNUESS DRECTED IN WRmNG OTHERWISE. 4. THE SCOPE OF WORK SHAll INCLUDE FURNISHING AI.I. I.tATERL'J.S, EflUIPUENT, lABOR AND AI.I. OTHER !.tATERL'J.S AND lABOR DEEIolED NECESSARY TO COMPLETE mE WORK/PROJECT AS DESCRIBED HEREIN. s. THE CONTRACTOR SIW1 VISIT THE JOB SfTE PRIOR TO THE SUBUISSION OF BIOS OR PERFORMING WORK TO FAMILWlIZf HIUSELF WITH mE flRD CONDITIONS AND TO VERIFY THAT mE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT OOCUMENTS. 6. THE CONTRACTOR SHAll OBTAIN AUmJRIZATION TO PROCEED WITH CONSTRUCTON PRIOR TO STARllNG WORK ON ANY ITEM NOT ClEARlY DEFlHED BY JljE CONSTRUCllON DRAWINGS / CONTRACT DOCUMENTs. 7. mE CONTRACTOR SIWl. INSTAll AI.I. EQUIPMENT AND UATERL'J.S ACCORDING TO THE MANUFACTURER'S /VENOOR'S SPECIFICAllONS UNUESS NOTED OlHERWISE OR WHERE LOCAl. CODES OR ORDINANCES TAKE PRECEDENCE 6. mE CONTRACTOR SHAll PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SfTE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIRCATIONS AVAIlABUE fOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHAlL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. mE CONTRACTOR SHAU. BE SOLR Y RESPONSIBUE FOR ALL CONSTRUCTION MEANS, ME1HOOS, TECHNIQU£S, SEOlJEHCES AND PROCEDURES AND FOR COORDINATING AI.I. PORTIONS OF THE WORK UNDER THE COIITRACT. 10. THE CONTRACTOR IS RESPONSIBUE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND MAINTAINING All UNES AND GRADES REQUIRED TO CONSTRUCT AI.I. IMPROVEMENTS AS SHOWN HEREIN. 11. mE CONTRACTOR SHALL BE RESPONSIBUE FOR OBTAINING AI.I. PERMITS AND INSPECOONS WHICH IoIAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNiY OR lOCAL GOVERNMENT AUTHORITY. 12. mE CONTRACTOR SHALL !.tAKE NECESSARY PROVISIONS TO PROTECT EXISTING IIIPROVEUENTS, EASEldENTS, PAVING, CURBING, ETC. OURING CONSTRUCTION. UPON COMPlETION OF WORK, THE CONTRACTOR SHAI.I. REPAIR ANY DAI.tACE TWIT !.tAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR AOOur THE PROPERTY. , 13. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA ClEAN AND HAZARD FREE DURING CONSTRUCIlON AND DISPOSE OF AU. DIRT, DEBRIS, RUBBISH AND REUOVE EflUlPUENr NOT SPECIfiED AS REMAINING ON THE PROPERTY. PREMISES SIW1 BE UEFT IN CUEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SIolUDGES OF ANY NATURE 14. THE CONTRACTOR SHAI.I. COMPLY WIffl All oSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 15. THE CONTRACTOR SHAll NOTIFY THE PROJECT OWNER'S REPRESENTATIVE WHERE A CONFUCT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER UATERW. OR CONSTRUCT ANY PORTION OF THE WORK THAT IS N CONFUCT UNT1. CONFUCT IS RESOLVED BY THE lESSEE/UCENSEE REPRESENTATNE. 16. THE CONTRACTOR SHAll VERIFY AI.I. DIIo£NSlONS, EUEVATIONS, PROPERTY UNES' ETC. ON THE JOB. 17. AI.I. UNOERGROUNO UTIUTY INFORl.tAllON WAS IlfTERIIINED FROM sURfACE iNVESflGAfiof.Js AND EXiSTiNG PiANs OF REcORD. THE CONTRACTOR SHALL LOCATE All UNDffiGROUND UTIUTIES IN mE fiELD PRIOR TO ANY SfTE WORK. CALL THE FOllOWING FOR AI.I. PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY EXCAVATION ACTMTY: DIG SAFE SYSTf~ (!.tA, ME, NH, RI, VT): 1-888-34-1-7233 CALL BEFORE YOU DIG (CT): 1-800-922-4-155 WMECO M LL STREET AGAWAM 695 COOPER STREET AGAWAM, MA 01001 S TE NO.: 4SH 0276 B SITE IYPE: COLOCATION ON EXISTING TRANSMISSION STRUCTURE VICINITY MAP SCALE; 1· = 1000'-0' DO NOT SCALE DRAWINGS CONTRACTOR SHAll VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SHEET INDEX SHT. DESCRIPTION REV. NO. NO. T-l TITLE SHEET 3 C-1 PROPERTY PlAN 3 C-2 SITE PLAN & NOTES 3 A-l COMPOUND PLAN & ELEVATION 3 S-l ANTENNA & SITE DETAILS :3 S-2 STRUCTURAL NOTES, PLANS, SECTIONS, AND DETAILS :3 El-1 POLE EtIVATION 2 ANT-1 ANTENNA ARRAYS 2 . E-1 ELECTRICAL & GROUNDING NOTES, RISERS, & DETAILS 3 THE FOllOWING SHEETS ARE USED ONLY FOR f1EDERAl REGULATORY COMPlIANCE UNDER FCC AND OSHA STANDARDS. BUILDING CODE lIfIE AND SAFElY PROVISIONS AR£ NOT APPUCABUE AND THEREFORE THESE SHEETS HAVE BEEN OJ.IITTED FOR STATE/LOCAl. PERMITTING AND CONSTRUCTION CONTROl. EME-l RF /EME SAFETY PLAN 3 EME-2 RF /EME SIGNAGE PLAN :3 EME-:3 RF /EME SIGNAGE BOM :3 EME-4 RF /EME DATA TAB LE 3 PROJECT SUMMARY SITE NUMBER: 4SH-0276-B SITE NAME: WMECO MILL STREET AGAWAM SITE ADDRESS; 695 COOPER STREET AGAWAM, MA 01001 STRUCTURE OWNER SlDE ID: STRUCTURE H316 ASSESSOR'S PARCEL NO.; MAP H-11 BLOCK :3 LOT 1 ZONING DISTRICT: A2 (RESIDENCE A-2}/AG (AGRICULTURAl.) DEED REFERENCE: BK; 11 PG: - CONSTRUCTION TYPE: RAW LAND/TRANSMISSION STRUCTURE PROPERTY OWNER: WESTERN MASS ELECTRIC COMPANY PO BOX 270 HARTFORD, CT 05141 APPLICANT; T -MOBILE NORTHEAST LLC 15 COMMERCE WAY, SUITE B NORTON, MA 02766 ARCHITECT: CHAPPELL ENGINEERING ASSOCIATES, LLC. 201 BOSTON POST ROAD WEST -_ ..... -.......... ------ MARLBOROUGH, MA 01752 STRUCTURAL ENGINEER; CHAPPELL EN GINEERING ASSOCIATES, LLC. 201 BOSTON POST ROAD WEST MARLBOROUGH, MA 01752 £:r1rr~ Pfl..A.N ~ A~~<.M PlANN ING ~ 19 vS! Irr, 02-£)!:J- 15 COMIIERCE WAY, SUITE B NORTON, MA 02766 OFRCE: (SOB) 286-2700 FAX: (508) 286-2893 CHAP P ELL E NGI N EERING ASSOC IATES , LLC RK. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST SUITE 301 MARLBOROUGH, MA 01752 (508)481-7400 www.choppellengineering.com APPROVALS LEASING R.F. ZONING CONSTRUCTION A/E I PROJECT NO; 4SH-0276-B I I DRAWN BY: I CHECKED BY; SUBMITTALS 3 07/27/12 CONSTRUCTION REVISED 2 07/16/12 CONSTRUCTION REVISED 1 06/28/12 ISSUED FOR CONSlR. o 06/22/12 ISSUED FOR REVIEW THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTIEO WORK Of T-MOBIUE NORTHEAST, llC. ANY DUPUCATION OR USE WITHOUT EXPRESS MllffiN CONSENT IS STRICTlY PROHIBITED. OUPUCATION AND USE BY GOVERNf.£NT AGENOES FOR THE PURPOSES OF CONDUCTING THEIR LAMUll Y AUTHORIZED REGULATORY AND ADf.lNISTRATlVE FUNCTIONS IS SPfCIRCALL Y ALLOWED. 4SH-0275 -8 WMECO MILLL STREET AGAWAM 695 COOPER STREET AGAWAV., MA 01001 SHfIT miL Tffi.E SHEET SHEET Nl.IolBER T-1 \ \ \ \ \ /'1 --\~ -~~~~~~ ~, -r ~ Hf1~2~IJ , nlf '\' \ \ I \ \ \ \ \ \ \ TOWN OF ACA WAM AGAWAM LIBRARY \ 36 MAIN STREFf AGAWAM, MA 01001 \ \ \ \ \ \ '\ \ \ \ \ \ \ \ \ \ 5B END -""', ~. / / A2 d':1).. HI1 ~2~12 \ ----~ nlf ----KIM ,II. MURPHY & \ ____ ---\ \ Joxrv, OARDCRO --..--r:r-9777A 668 COOPER ST. \ V / / / /' .,L AGAWAM, MA 01001 t2I f11 ~2~01 BK 11907 Pc. 510 \ nlf IRENE F. LIQUORI \ 658 COOPER ST. AGAWAM, MA orOOI \ BK. 4208 PC. 278 COOPER STREIT ~~OH W -­_____ -Or-\\jj - OHW ~~~ OHW---- \ A2 PROP. T-MOBILE EQUIPMENT WITHIN PROP. 15'X16' LEASE AREA / \ 1I1~1~5(j \ nlf \ \ VALERIE SWIDERSKI <Ie BARBARA DUBIEL \ 677 COOPER 5r \ AGA WAM, MA 01001 \ BK. 10764 PG. 576 \ \ \ \[]--~ -- \ \ \ -- OH W \ \ \ --~, '0_ ,:~_c..> .. ' ,." " . r AG 111-I~Jl nlf MARY <Ie ADELE BONA VITA 685 COOPER 51: AGAWAM, MA 01001 RK. 7452 PC. 186 \ \ \ \ \ \ \ \ 111-/-35 nlf PASQUALfNA <Ie JOHN RONA VilA 659 COOPER ST. AGA WAM, MA U10UI BK. 16878 Pc. 269 \ \ ....-....- \ .----, .. , \ \ \ \ \ \ \ \ EXIST. T ~UOBILE EQUIPUENT \ TO BE RELOCATED \ ;-~--\!t::-ill&----C;-\---'~ EXIST. TRANSMISSION TOWER \ TO BE REMOVED (BY WMECO) \ 0; 3 i '~, R:l ~OO.OO . '. ~j~_~ is 0 0 '{:, }~\ \u ::.,r" I I \ \ \ \ ......... PROPERTY PLAN SCALE: ," = 50'-0' - ---o 30' 60' '20' 180' "k, r ... : .. ' ..•. II;:: .... I \ .. ~. '}~~ ',_ --I \i!', .... :."' ... ~ ~\" o ~~::', .:~~. ~ ~'f~ ~: ~~ l~' \ \l 11 \. -~ i;;. ': '\ "t .. :.-.: .... -,_ ••. , ...•.. : ..• : .... 6\ 0\ y/ • /5'f~, ~ "/' ;:."" ~,: .3'-" ~ ~ B .i\... <,. ",. r-:' .2 ,,;';" ',* 0 9~1 \~, / / / / / m / \ \ \ \ \ \ \ / / / PLAN REFERENCES -DEED BOOK 3714 PAGE 566 -PLAN BOOK 312 PAGE 54 ~ PIAN BOOK 352 PAGE 102 ~ PLAN BOOK 355 PAGE 66 -PLAN BOOK 382 PAGE 101 ~ PLAN BOOK 5104 PAGE 1 -PLAN BOOK 5104 PAGE 2 ~ PLAN BOOK 5104 PAGE 3 -PLAN BOOK 6562 PAGE 16 -PLAN BOOK 6563 PAGE 1 -PLAN BOOK 6563 PAGE 2 ~ PLAN BOOK 7138 PAGE 1 ~ PLAN BOOK 7138 PAGE 2 GENERAL NOTES: 1. FIELD SURVEY DATE: 2/21/12 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD83) 4. SITE CONTROL POINT: CENTER OF TRANSMISSION STRUCTURE #316 LATITUDE: N.42' -04' ~20.24" (NAD 63) LONGITUDE: W.72·~38'~30.74" (NAD 83) 5. lAND OWNER WESTERN w.ss ELECTRIC COI.1PANY P.O. BOX 270 HARTfORD, CT 06141 6. SJTE NAME; WMECO MILL STREET M;AWAIIo 695 COOPER STREET AGAWAM, MA 01001 7. SiTE ADDRESS; I 8. APPLICANT: H'()BILE NORTHEAST LLC 15 COMMERCE WAY, SUITE B NORTO~ M4 02766 9. J~RISDICTION: TOWN OF AGAWAM 10. ~ 10: MAP H~ll BLOCK 3 LOT 1 11 . 9~~O ~ROJC~: BOOK; 11. PAC£: - 12. Pj,AN REFERENCES: . TOWN OF AGAWMio ASSESSOR/GIS MAPS I 13. ZpNING JURISDICTION; A2 (RESIDENCE A-2) / AG (AGRICULTURAL) 14. ~L UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED F~OM SURFACE EVIDENCE AND PLANS OF RECORD. ALL UNDERGROUND UTILfflES S~OULD BE LOCATED IN THE FIElD PRIOR TO THE COMMENCEMENT OF ANY SITE WpRK. CALL DIGSAFE 1-888~344~7233 A MINIMUM OF 72 HOURS PRIOR TO PlANNED ACTIVITY. 15. THE PROPERTY LINES SHOWN WERE COMPILED UTILIZING TOWN/CITY ASSESSOR'S PlANS, RECORDED DEEDS AND PLANS OF REFERENCE AS INDICATED. A COIloPLETE B\lUNDARY SURVEY WI'S NOT UTILIZED IN THE PREPARATION OF THESE PLANS. 16. TIjIE SITE IS LOCATED IN f LOOD HAZARD ZONE C (AREAS Of MINiMAl FLOODING) AS SIilOWN ON FLOOD INSURANCE RATE MAP FOR THE TOWN OF AGAWAM, COIAMUNITY ,.""":L 250133 MAP 0002A DATED 02/01/1978. 17. SYSTEM OF THIS PLAN IS BASED ON GRID NORTH. GRID NORTH WAS ~~~~:~~;i2T1~FR~01A GPS OBSERVATIONS. ff IS NOT INTENDED TO BE AN EXACT RI OF TRUE NDRTH. LEGEND EXISTING ROW /EASEM ENT -T - - - - - - -PROPERTY LINE , -~ ----- - -ABUTIING PROPERTY LINE i --t --------------EXIST. EASEMENT -x--j-x-x x EXIST. CHAIN LINK FENCE ! EXIST. STOCKADE FENCE , EXIST. EDGE OF PAVEMENT ---+--OHW----OHW -~--EXIST. OVERHEAD UTILITIES PROP. OVERHEAD UTILITIES --+--OHW----OHW---- --+-T/E--T/E--T/E---PROP. UTILITIES EXIST. UTILITY POLE --TOWN LINE ZONING DISTRICT LEGEND A2 AG BA m BB RESIDENCE A~ 2 . AGRICULTURAL BUSINESS A INDUSTRIAL B BUSINESS B ZONING INFORMATION ZONI NG DISTRICT; A2 (RESIDENCE A~ 2) / AG (AGRICULTURAL) DESCRIPTION REQUIRED UIN. LOT AREA: 15,000 SF UIN. LOT FRONTAGE; 110' PROPERTY SETBACKS FRONT SO' SIDE (ACC.) 5' REAR (ACC.) 5' MAX. HEIGHT 35' NOTE: EXISTING 1.5 AC.± 200.2'± 137.S·± 23.5'± 286.0'± 0.0' PROPOSED N/A N/A 260.5'± 20.0'± 150.2'± 167.0'± 1. PROP£RTY PlAN BASE ON TOWN OF AGAWAIA I'SSESSORS MAPS AND FIELD VISIT BY CHAPPELL ENGINEERING ASSOCIATES, LLC. ON 2/21/12. 2. SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EQUIPIAENT 10 PROPERTY LINES. 15 COIloMERCE WAY, SUllE B NORTON, MA 02766 OFFICE; (508) 2B5~2700 FAX; (506) 2B6~2B93 CHAPPELL ENGINEERING ASSOCIATES, LLC R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST SUITE 301 IAARLBOROUGH, MA 01752 (508)48 1 ~ 7400 www.thoppellengineering.tom APPROVALS LEASING R.F. ZONING CONSTRUCTION AlE I PROJECT NO: 4SH~0276-B I I DRAWN BY: RJK I I CHECKED BY: SUBMITTALS 3 07/27/12 CONSTRUCTlON REVISED 2 07/16/12 CONSTRUCTlON REVISED 1 06/28/12 ISSUED FOR CONSTR. o 06/22/12 ISSUED FOR REVIEW THIS DOCUIotENT IS THE CREA llON, DESIGN, PROPERTY AND COPYRIGHTED WORK OF H.lOBILE NORTHEAST, LlC. ANY DUPUCA TlON OR USE VolTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. OUPLICA liON AND USE BY GOVERNMENT AGENaES FOR TI£ PURPOSES OF CONDUCTING THEIR LA\\FULL Y AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFlCALLY ALLOWED. 4SH-0276 -B WMECO MILLL STREET AGAWAM 695 COOPER STREET AGAWAM, MA 01001 SHEIT TIllE PROPERlY PLAN SHEIT NU~BER C-1 HI I -2-11 n/t ANTONIA LIQUORI 716 COOPER S r. AGAWAM, MA 01001 OK. /0227 PG. 328 HII-2-12 n/t KIM M. MURPHY JOSEPH BARBERO 668 COOP£.'( ST AGA WAM, MA 01001 BK. 11907 PG. 540 o CB COOPER STREET (PUBUC -50' WIDE) . ~ " ~t ® r;; I / / / / 6 I _I I '-. I'lM'2.9'35"[ / ' ~ I \ \ / 't---~ 175.87' \ I I " '" ~ ~ \ (APPROlt) I J/.-~~ ~\\I"t." ~ '-., ~1'l '2. _ .... - IP Fi.~N,....,.,<" '2.1 .'2.3 il2- \ 'l ~---~--\ \ \ \ I Hl1 -J -2 07/1 IRENE, JUtLL£N & RICHARD CURRAN P.O. BOX 473 WES T SPRINGFIELD, MA 01090 BK. 371 4 PG. 566 '-...... 1-:,.0 \ \ \ \ ~ .., \\ \11 \ II ~o· II ~ II U/P,," ~ --_. }. \ \ 1/407/23 1'8 'i2I -.'' \ \ I \ I \ II \ / /!'-.,:! --\\\ \ 1\ Hl1-J-I I V I " ." -nlf I II I / I' \?, -'." WESTERN U4SS '" I \ ELECTRIC co. I I "'\ '& 'C. ,., , \ \ \ P,O. BOX 270 \ \ ,\~\~,' 3 '·i ...... ~ \ \ \ 8K. /1 PC. _ I ) I) I "'. \ I ~ »\ " l.AN.'D AREA I 5 AC:i: \ I ~ I ·c·", \ \., =" I" / / I \ I \ \' c, \ \ g' I \ \ \ ~ ';., f'6 / / \ \ I 1\ 1~"" " \;"', \ \ ~"c\ 'd> \ / / \ \ \ I \" ,'i "" \ \ \ ' '~\'. -~ \. " / ~ \ I 0:, \, \ ;.. '0" \\' \ /" / rJI --\ 0 ~ > ~ ~r 'f\ \ \, \ \}" ~J '& \ \ \ ... \ ,,~ \ \ \ \ '\ \ \~ :] ~ f :1 \ \ \ ;'\-~ \ \. \ \..... .... -1\ /-20:0' ~~E Burrrn \ \ ~ \"" --'" / : .. \ \ \ "16:~ I \ \ \ \ \ '1/\ / ~I I: I \ PROP. 5' WIDE I \ \ f: 0 \ \ --.---\\ ~., "~ COMPOUND UTILITY AREA --4c---'-I-...... \ 3:~ \ POST \ IRANSMISSION \ ~ . ~I '.II \ " @ \ \ \ \ \ --1\1__----PROP. 10' WIDE ACCESS AREA FROM PUBLIC R.O.W. \ \ \ \ \ \ \ \ \ \ \ ., , POST #STRUCT~REI\ ......... / -\ , 1 \, \ ~1 PROP. U/G EUEC. I r, ".'? • 2289 I TOR} -/... I _ \ \1 I.' \ " I RUN FROM EXIST.I-:~8-:-:1--+-;-''-fI~~b i' / • '\ /::: \' 1 I\-":' ': PROP. U G TELCO UTILITY POUE E-l I / I , ~ .. __ -';1:-,,;1\1 \ U!iJir---i""",,~ru~--\:+------+--+...,,2...,.....1RUN FROM PROP. / I I \ ;; j~~;;~~~~T-ffi 1-" C4'-..... \.~ TELCO HANDHOUE I i \' r-\,",,:~\,\I \ I ' FUTURE METRO PCS ! i ! \ \ \,'" , .~ EQUIP~ENT CABINETS WITHIN , I I :J"'II"'I-~-I.,..j---\-_\\-\TI,-\':c'\ c..,' c--'.--.\ri----\\---;"i·' -----\--PROP. MESA SPAN 11'-0"x16'-0" LEASE AREA ---Hii-:--1r--x~t~:I--~~~~~ \ I ' \ ; .. , /3 / IIIIIII I \ I / '6 1 I r \ ;.1 \ \I 1\ \' I " / , I \ j! I A-,IILWII' -..J -, I , , I \ I \ ! t: \ f -=~~--i.-L~+-~' _..L._~,~, hL""7{},~,------:,..4-",~~~lL-/ I \ I I \ \ I ;(, PROP. T--MOBILE EQUIPMENT PROP. T-MOBIUE ICE BRIDGEf-I--H +---+-+-\-ll..L;,......:..-\\----II\--<¥.t------=:-4I-:-::--! WITIHIN PROP. 15'-0"x16'-0· ;~;I__-il~lU--I~~'~~~1r~~~~~rr:~ ~ J, ~'--'.. I \ LEASE AREA 'I \ ." '" U ) \ -\ oiP~ ~ PROP. T-MOBILE GPS/GSM 3 ~ ~ I 'c.; / // /~'j N--PROP. 6' HIGH C;I~ LINK \ ~ ANTENNA MOUNTED TO PROP. S-1 I "C '" I ~ . FENCE (18'-0"x30'-0") "l ICE BRIDGE I '1 ~ ~ ~ ~. I / / \ I , " \ / I\II\.\ I~~rrr } I I ! 1 . II ? e:. 1 1 '11 \. I I ,' I i I /. 'TRANSMISSION /I'I'\I STRUCTURE /154 / /' I I I \ I I I -I I I I I :;; I "~ '6 "tV GRAVEL 1'\ /'1 .J I I , \ I , I I I I I I , .~ " . 'Y ROAD \" \ /' /' I I \ \ I \ PROP. T-MOBIUE PANEL ANTENNAS I I I I I I I I ". /' "/ t / J \ \ \ I (1 PER SECTOR, TOTAL OF 6) ,I " I ) i '~, I \ /' /' /' \ ~ / -~. '6~, // // \ ./ \ \ I, I \ MOUNTED TO PROP. TRANSMISSION 'I \ I "I \ ~o / \ STRUCTURE 6316 @ 164'-0" A.G.L. \ " \ ~\' I f: I ;' ,_..--/ "'. / I I I \ \ I \ , \ \ " \ '6 .<-,":l , ,/ I \ FUTU~~R~~~~~IS:~~~ \ \ \ \ /;' ~~; -\ /1 "r'" I ,/ V '1 \ \ 1\1",-~'I ' /. \ "\ \ 1 20.0' lANDSCAPE BUFFER i V / --/ ' ,,\ /' Cj I I ~.. \. ./' \ I @ STRUCTLRE BY U,(, /'/' fs \ / I 1\ / / \ I i; \ NORTHEAST UTILITIES ~':.'. " / '\ / I I I ,,, (SIZE & TYPE TBD) ~ R \ ,0.,1,/ ./ f ~ TRU~()lTH ) I ; \ " / S::":"'S~':"=~""';""l"~"'=:~~":':""_~;'-" ---+-@-C~2--1 E9 o 10' 20' 40 ' 60' \ \ \ 111-1-37 njl \ \ \ \ MARY & ADELE BONA VilA 68J COOPER ST AGAWAM, MA 01001 RK. 74.Jl PC. 186 \ \ \ \ \ NOTES: 1. THE COmRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND MAINTAINING ALL UNES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. 2. ALL DIMENSIONS SHOWN THUS ± ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH PROJECT OWNER PRIOR m CONSTRUCTION. 3. ~RTH ARROW SHOWN ON PLANS REfERS m APPROXIMATE TRUE NORTH. PRIOR TO THE START Of CONSTRUCTION, ORDERING OR fABRICATING Of ANTENNA MOUNTS, CONTRACTOR SHALL CONSULT WITH PROJECT OWNER'S Rf ENGII'lEER AND fiELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. 4. THE CONTRACmR AND OR HIS SUB CONTRACmR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERI.lITS AND INSPECTIONS WHICH IlAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, TI£ STATE, COUNTY OR LOCAL GOVERNI.lENT AUTHORITY. 5. ANTENNA INSTALLATlOI'l SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION UNES AND SUPPORT STRUCTURES, 6. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE PROJECT OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT OWNER SUPPLIED MATERIALS IS ATTACHED m THE BID DOCUMENTS (SEE EXHIBIT 3). ALL OTHER HARDWARE m BE PROVIDED BY THE CONTRACTOR. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 7. WHEN "PAINT TO MATCH" IS SPECIFIED FOR ANTENNA CONCEALMENT, PAINT PROOUCT FOR ANTENNA RADOME SHALL BE SHERWIN WILLIAMS COROTHANE II. SURFACE PREPARATION AND N'PLiCATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND PROJECT OWNER'S GUIDELINE'S. 8. COORDINATION, LAYOUf, AND FURNISHING OF CONDUIT, CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR • 9. ALl UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. 10. ALL (E)ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTIUTIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED fOR THE PROPER EXECUTION Of THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CALITION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTiUTlES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 11 . ALL (E)INACTtJE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILmES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERfERE WITH THE EXECUTION Of THE WORK, SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. 12. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPI.4ENT, DRIVEWAY OR GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE, FERTlUZED, SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING CONSTRUCTION. 14. PER FCC ""NDATE, ENHANCED EMERGENCY (E911) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS FOR WIRELESS COI.lMUNICATIONS SYSTEMS. PROJECT OWNER'S IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPI.lENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN, ATTACHED TO OR 1.l0UNTED IN CLOSE PROX. TO THE BTS RADIO CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE 1.40DIFlCATIONS TO E911 EQUIPMENT AND LOCATlON AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. 15. THE TOTAL IMPACT AREA Of THE DISTURBED CONSTRUCTION SITE IS BOUNDED BY THE "liMIT OF WORK" AS SHOWN HEREON. THE MAXIt.4UM AREA OF DISTURBANCE WITHIN THE LIMIT OF WORK IS APPROXIMATELY 4,348 SQUARE FEET. THE PROJECT IMPACT AREA IS BELOW THE EXEMPTION THRESHOLD OF 43,560 SQUARE FEET IN 40 CFR PARTS 9, 122-124 AND THEREfORE IS NOT SUBJECT TO REGULATION UNDER THE EPA OR STATE -MANAGED NPOES GENERAL CONSTRUCTION PERI.4IT PROGRAM. THE PROJECT OWNER'S GENERAL COmRACTOR SHALL CONDUCT ALL SITE DEVELOPMENT WORK IN A MANNER THAT DOES NOT EXCEED THE UMITS. or WORK SHOWN ON THE PlANS. A1DDITIONALLY, THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTlVmES IN A MANNER THAT DOES NOT RESULT IN STORt.! WATER DISCHARGES WITH AN ADVERSE IMPACT ON ANY STORt.! WATER COLLECTION/CONVEYANCE SYSTEM, WETLAND, WATER BODY. OR OTHER WATER RESOURCE AREAS. LEGEND --------- EXISTING ROW/EASEMENT ABUTTING PROPERTY LINE PROPERTY LINE _x ___ x ___ .x ___ x __ _ EXIST. CHAIN LINK FENCE ZONING BOUNDARY -_.. .. -- I><l PLAN REFERENCES -DEED BOOK 3714 PAGE 566 -PLAN BOOK 312 PAGE 54 -PLAN BOOK 352 PAGE 102 -PLAN BOOK 355 PAGE 66 -PLAN BOOK 382 PAGE 101 -PLAN BOOK 5104 PAGE 1 -PLAN BOOK 5104 PAGE 2 -PLAN BOOK 5104 PAGE 3 -PLAN BOOK 6562 PAGE 16 -PLAN BOOK 6563 PAGE 1 -PLAN BOOK 6563 PAGE 2 -PlAN BOOK 7138 PAGE 1 -PlAN BOOK 7138 PAGE 2 TOWN LINE HYDRANT DRILL HOLE STONE/CONC. BOUND TELCO MANHOLE SEWER MANHOLE WATER MANHOUE DRAINAGE MANHOLE GATCH BASIN GAS VALVE WATER VALVE SITE CONTROL POINT CENTER OF FUTURE TRANSMISSION STRUCTURE 6316 NAD 83 LAIDUDE: N,4Z-D4'-20.24" NAD 83 LONGITUDE: W.7Z-38'-3D.74" NAVD 88 GROUND ELEVATION: 154.5'± 15 COI!MERCE WAY, SUITE B NORTON, MA 02766 OFRCE: (508) 286-2700 FAX: (508) 286-2893 CHAPPELL ENGINEERING ASSOCIATES, LLC R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST SUITE 301 MARLBOROUGH, MA 01752 (508)481-7400 www.choppeUenganeering.com APPROVALS LEASING R.F. ZONING CONSlRUCTION AlE I PROJECT NO; 4SH-0276-B I I DRAWN BY: I CHECKED BY: SUBMITTALS 3 07/27/12 CONSlRUCTION REVISED 2 07/16/12 CONSlRUCTION REVISED 1 06/28/1 2 ISSUED FOR CONSlR. o 06/22/12 lSSUED FOR REVIEW THIS OOCUI.4ENT IS THE CREA liON, DESIGN, PROPERTY AND COPYRIGHTED WORK Of T-MOBLE NORTHEAST, LLC. ANY DUPUCATlON OR USE WlTHDUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICA liON AND USE BY GOVERN~ENT AGENOES rOR THE PURPOSES Of CONDUCTING THEIR LA'MlJLl Y AUTHORIZED REGULATORY AND ADMINISTRA liVE FUNCTlONS IS SPECIFICALLY ALLOWED. 4SH -0276-B WMECO MILLL STREET AGAWAM 695 COOPER STREET AGAWAM, MA 01001 SHEET 111l.E SITE PlAN Be NOTES Sl£ET NU~BER C-2 \ \ \ I \ \ \ \ \ \ \ \ PROP. ARBORVITAE'S f-::!1~0 +_-..,.'\ 5' -0" O.C. (lYP.) S-l \ 20.0' LANDSCAPE BUFFER @ COMPOUND / \ I \ \'" 1/ " /. \\~ //\ \~ II \ \ / X \ \ \ '" \ \ \ 7' / " ; y \ PROP. U/G TELCO \ RUN FROM PROP. I-:::-:-+---+-, , '\ ,---'-,"> TELCO HANDHOLE --.. 1 " I I / 1 " \ / 1 I '~'-, 6 --, '. ~ , ,--t , , , , , , 0 , ,\ 7', / \ v \ / ~ 1£ \ " , --A----'" " ---1- I '\ UGlr_.J.---u~ .L ,'§UGf! t" \ ~ \ ----~ I , _------r~ If ---:---\ " i§ I I' ., £! II ,PRop, \' ~ I ,----10.0' mOE-MOBILE , <5 , I AREA FR ACCESS i t2 I " " _, PUBLic R.g~ ~\ 23 I " \ '. /. ~ I ,", \ '\ t!! \' 'l / EJ \Yi-"-\"I'--~r----jf-----'\;--'t----f-~+ PROP. MESA --..l_.J ill '\ SPAN I I =-:JJ.~~,:-:,-_1&:-:l4.';::"~1-'+-FUTURE METRO PCS EQUIPMENT , \ WITHIN 10'-0'x16'-0' LEASE AREA , " I I \ I, / \ )/ PROP. 6' HIGH CHAIN UN/f-!~4 ::-+-\T---___.f-I-/--1'.-(.f~~f--!~----=~~----j;rr--t-' FENCE (18'-0'x30' -0") -;;;=,J--,:-_--------"1U::;:G:=/E::;:f!;r------,-' /. ! so / I --/' -l--+~-I PROP. 10' WIDE , ,'_ DOUBLE SWING GATE , "" I I J \ / \ \ I o. I "'J I I \ 7 I \ %1 I I I I "\ \ *' b .J._-----'t, I \" L~~\ r---'----~/ II / / PROP. T -MOBILE ~~+---X~___./---¥::.,~~~,--~~.A~~---m¥---1-+-l~~I===1~ ICE BRIDGE \11 / \~f /\ ~\ / //' / ". II / / '/ \ I \ II I I \ ".,',.'".'.. \ \ / / EQUI~~~~S~~~;:;M~~b'-J: "> 15' -0'x16' -0' LEASE AREA \ x I I x / \ I I ,I " ~~ \::::::n-l " \ I I I"" .\ I " l_--!:~l~2~~~ ?L,~l..d/)IIi I \ '" ~ I \ 3= is \ \ \ \ \ 6 / c. \ // // \" 1 1/ ~f 1/ \ '" x: ___ -x-/ / I \ I I 6 I I II I I . I I /\\ \' \ I I /~'o':) /,' Ii r l ; / I ,_, ::i;~/~:;.:~ I '.1/ / :>," 5' WIDE I UTIUTY AREA ",'1 ~ I ,/ • "' 3. I UTILiTY /. • 0 I E / / >..------/ I 1 I ! ! / I ~. ::> / ! / / ,/ \, "',."',' C \.¥.J , EXIST, /. / c,.· II POL / l?: .......} 1/ / PROP. U/G COAX I--::"-::-l--\--"'~_--' I ! ~ ~\ .•.........•... /1/ I~\ / M.j J b \ I ~. I 1\ j ~ -~<,:-I \ \ / \;; I> I I ,/ ~\: ............ ! t G,' I 'I " . ~ i I ?:' I t \ , 't li~ . i \: 3 is I I \ 3 5 I I I .. I \ . I I I I I \ .'. \ \ ~ 't '. \ \ r \ I FUTURE TRANSMISSION SRUCTURE #316 (BY WMECO) ------ I \ \ \ \ \ ~ AZ '" 280' \ - . ~-\ --=-=== \ \ \ \ \ \ --. -. ~-~. .' COMPOUND PLAN SCALE: 1" = 5'-0' I / --'-. .J-. . -.~ I \ I -.- 1 PROPOSED T -MOBILE PANEL ANTENNAS ~------tl--+;c'-;-I (2 PER SECTOR, TOTAL OF 6) MOUNTED TO PROP. TRANSMISSION STRUCTURE /1316 @ 164'-0' A.G,L. ! / I I / I FUTURE METRO PCS PANEL ANTENNAS I @ (1 PER SECTOR, TOTAL OF 6) --c,I--+-=E::-L_--:l-l MOUNTED TO PROP, TRANSMISSION STRUCTURE #316 @ 154'-0' A.G.L. / ----o 2'-6" 5' 10' 15' / I / 3 I \ / \ / \ 3C B / .~. I I I o \ I o \ \ " L o \ \ " I o , \ \ / ! / / / / I ! I j / ~ TOP OF PROP. PIPE EXTENSION _~_ ELEV. = 167'-0' ± A.G.L. PROPOSED T -MOBILE PANEL ANTENNAS ..----... /--... If RELOCATED..,J-MOBILE (6) PANEL ANTENNAS 0 ELEV. = 164'-0'± A.G.L. (2 PER SECTOR'TT;/i.,01NAi;-LM IIOSSFI ON\~~t8L=1J MOUNTED TO PROP. " <i. PROP. METRO PCS (6) PANEL ANTENNAS 0 ELEV. = 154'-0'± A.G.L. STRUCTURE H316 @ 164'-0' A.G.L. ~ PROP. OHGW ARM ELEV. = 145'-O"± A.G~L.-- 6\ PROP. OHGW ARM <J ELEV. = 136' -6" ±C-C-A.~G.~L.- ~ PROP. OHGW ARM ELEV. = 124' -6"±;-:-A,"""G.:-L.- 6\ PROP. OHGW ARM <J ELEV:= 112' -6·±~A.=G.:-L.- STRUCTURAL NOTES 1, STRUCTURAL ANALYSIS REPORT BY CENTEK ENGINEERING, INC, DATED 03/28/2012. 2. COAX ATTACHMENT METHOD TO FOLLOW RECOMMENDATIONS OUTLINED IN THE RESULTS OF THE APPROVED STRUCTURAL ANALYSIS. 3. NO MODIFICATIONS TO THE STRUCTURE ARE REQUIRED. PROP. T-MOBILE ~"--+-_~ ICE BRIDGE PROP. METER BANK·-,-~ PROP. 6' HIGH CHAIN LINK FENCE I--~-l-~ PROP. MESA SPAN PROP, U/G TELCO RUN FROM f---c-I~ PROP. TELCO HANDHOLE TOP OF PROP • ..lRANSIAISSION_ STRU~TU~E #3160 ELEV. -147 -0 ± A.G.L. '-----PROP, MFTRO Pl'_, PAiIIFI ANTFIIIIIIA<; (1 PER SECTOR, TOTAL OF 6) MOUNTED TO PROP. TRANSMISSION STRUCTURE #316 @ 154'-0' A.G.L. I---~----PROP. TRANSMISSION STRUCTURE #316 (BY WMECO) PROP. COAX RUN UP (J)j---.... -----{-,,~ EXTERIOR OF PROP. TRANSMISSION STRUCTURE ~---I-I--l--... @PROP. T-MOBILE GPS/GSM . S-l ANTENNA MOUNTED TO PROP, ICE BRIDGE ~-I++---+--::---,-1 PROP. T-MOBILE EQUIPMENT WITHIN PROP. 15'-0"x16'-0' LEASE AREA METRO PCS EQUIPMENT NOT SHOWN FOR CLARnY ,-------+-H---+..,.::..,-l PROP. U/G COAX h-+---+~~ PROP. ARBORVITAE'S 5'-0' O.C. (TYP.) ~+-:~-l PROP. U/G ELECTRIC RUN FROM EXIST. U/P --- GIfOUND LEVEL A.GL S UG/T·----UG/T--+-Y "-F---""---UG/E:-~--UG,lfE-----UG/E:----UG/E'-----)? PROP. U/G UTlLnY RUN FROM I--::,.....,...+-~_J PROP. METER BANK & MESA SPAN SOUTH TOWER ELEVATION SCALE: 1" 10' O' o 5' 10' 20' 30' 15 COMMERCE WAY, SUITE B NORTON, MA 02766 OFFICE: (508) 286-2700 FAX: (508) 286-2893 CHAPPELL iiIIII-ENGINEERING ASSOCIATES, LLC R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST SUITE 301 MARLBOROUGH, MA 01752 (508)481-7400 www.chappellen~ineerin9·com LEASING R.F. APPROVALS ZONING CONSTRUCTION AlE I PROJECT NO: 4SH-0275-B I I DRAWN BY: RJK I I CHECKED BY: SUBMITTALS 3 07/27/12 CONSlRUCTION REVISED 2 07/16/12 CONSlRUCTION REVISED 1 06/28/12 ISSUED FOR CONSlR. o 06/22/12 ISSUED FOR REVIEW mls DOCUMENT IS mE CREA llON, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T -MOBILE NORTHEAST, LLC, ANY DUPUCA llON OR USE WlmOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICAllON AND USE BY GOVERNMENT AGENCIES FOR mE PURPOSES OF CONDUCTING THEIR LAWFULLY AUmORIZED REGULATORY AND ADMINISTRA llVE FUNCTIONS IS SPECIFICALLY ALLOWED. 4SH-0276-8 WMECO MILLL STREET AGAWAM 695 COOPER STREET AGAWAM, MA 01001 SHEET TIll[ COMPOUND PlAN & ELEVATION !]lEET NUMBER A-1 2f~ PIPE MOUNT - GSIA ~ ANTENNA DIMENSIONS: IS"H x 2"_ GPS ANTENNA DIMENSIONS: 0. 7"H x 4"W ANTENNA CD AMPLIFIER DIMENSIONS: 13"H x s"W x 4"0 (2 PER ANTENNA) RET DIMENSIONS: ..::::. 3.S"H x 4"W x 2"0 'JJ (I PER ANTENNA) PANEL ANTENNA DIMENSIONS: 72"H x 13.5"W x 6"0 (TOTAL OF 9) t ~ECTOR A 1------12'-6" (TYP.)----- J-SECTOR UNIVERSAL RING MOUNT II-----COLOCATION T-FRAME KIT, SEE CHART BELOW FOR PART NUMBERS 240'/ SECTOR C ~120' SECTOR B COLOCATION T -FRAME KIT MONOPOLE ~ '---SINGLE PIPE SUPPORT ARM MC-KI2S-6-72 MC-KI 2L-6-72 • ... '" 10"-30" 30"-60" ANTENNA DETAILS SCAlE: 1/4" = 1'-0" o 2 4 TRENCH 8 12 r FINISHED GRADE, AC OR CONC PAVING MATCH SLOPE $( THICKNESS OF EXISTING UNDISTURBED 4" ~~--COMPACTED BACKFlUL PER 4" THE DESIGN AND CONSTRUCTION SPECIFICATIONS FOR EARTHWORK OR LEAN CONCRETE 2" I (HORIZ. $( VERT.) LEAN CONC DUCT BANK '---ANTENI~A CABLES (12) 6-6" PVC CONDUITS SCHEDULE 40. NOTE: PROVIDE PROPER BENDING RADIUS FOR CONDUITS AS REOUIRED BY THE COAXIAL CABLE MFR. UNDERGROUND COAX DETAIL SCALE: 3" = I' -0" NCJlTH EB 14" I " ~ I -----. PIPE CAP --------l~-.Q GPS/GSM ANTENNA MOUNTED TO ICE BRIDGE/CABLE TRAY POST EXTENSION, WITH MOUNTING BRACKET TP P /N: FD-061J42-00 AND U-BOt. T P /N: 3066T33. TOP OF GSM ANTENNA TO BE 12'-0" AGL 1/2" COAX AND GROUND ATTACHED TO PIPE EXTENSION 'MTH STANDOFF KIT, MICROFLECT #82126 OR EQUAL 3 1/2". SCHEDULE 40 PIPE EXTENSION FOR E911 GPS/GSM ANTENNA MOUNTED AT 12'-0" AGL 12" 3/6" U-BOLTS ~~:---=::::::==:~~;;;S ICE BRIDGE SUPPORT AND 12" CHANNEL, MICROFLECT B-501 OR EQUAL ----- 3 1/2". SCf£DULE 40 SUPPORT POST AND BRACKET ASSEMBLY BY IAICROflECT, INC. OR EQUAL (fdAX. SPACING 10'-0" D.C.) -- EXTENDED T TRANSMISSION UNE HANGER BRACKET BY PIROD, INC. OR EQUAL. MAXIt.l1JlA HORIZONTAL AND VERTICAL SPACING IS 4'-0" O.C. -----<:.... 6 CABLE OPTION COMBINER/ DUPLEXERS AS SPECIFIED BY FCM MOUNTED ON T-BRACKET --_ ANCHORED INTO CONCRETE EQUIPMENT PAD/TOI\I:R/ MONOPOLE FOUNDATION w/ 5/8"~ HIL TI-KWIK BOLTS 4 TOTAL 12"xI2"xl/2" PLATE (TYP.) o (E)CONCRETE PAD J -. .-• • , " , < , , • -, ) , , , , u . ' SECTION AT I 8"~ I .... z ~ z '" w :;; '" " • 0 '" w '" , tIt , N ,. .... w . '" ICE BRIDGE CABLE TRAY SCAlE: .3/4"=1'-0" o 8" 1'-4" 2'-8" 4'-0" -' < ::> 0 w '" 0 .., ..... N CD .... ~ 0 !5 ,. z :>i g w ~ f <;! 0< ::> '" CD .. .... w &l \l '" u a IE • '" .. , e: N :l ~ Vl W S a. z z :z • IX) , "' S-I PLANTING NOTES 1. WATERiNG SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANllNG 2. TREE SHALL BE SET PLUMB 3. DO NOT CUT LEADER 4. AN IRRIGATION SCHEDULE FOR A TWO YEAR PERIOD SHALL BE IMPLEMENTED BY T-MOBILE AND THE OWNER TO ENSURE THE PLANTS WlUL TAKE ROOT AND SURVIVE. 5. ARBORVITAE PLANllNGS SHAUL BE AT A SIZE RANGE BETWEEN 5' AND 6' AND SHAUL BE 4'-5' ON CENTER. ~. GR!J1iHl'II §T9Nt MIN 2" THICK TREE SHALL BE PLANTED SO THAT CROI'IN IS 3' ABOVE FINISHED GRADE AFTER SETTLEMENT PROP. CO -AX CABLE (TYP) SILICONE SEALANT INSTAUL SPRAY FOAM SEALER AROUND COAX NEAR END OF CONDUIT. INSTALIL MIRCOFLECT BOOT KIT AND SEAL CAPS W/ BLACK SILICONE SEAlANT BOTH ENDS TO UNDERGROUND CONDUIT BANK. • <0 ~" CRUSHED STONE ASTM CJ3 SIZE NO. 57, MIN 4" THICK " ,,',,:' ••. \. ~.":"",'-.; 1 "'~,' .-.... :',' r " FINISHED GRAD.=..::E_ MIRAFI 600X GEOTECH FABRIC, OR APP'O EOUAL :<~'»~~~ SCARIFY AND COMPACT TOP 6" OF EXISTING GRADE 6" BELOW ....,k... ROOTBALL 1 1 NOTES: 1. FOR EXPOSED LEDGE, PROVIDE GROUT LEVEUNG PAD. INSTALL (2) ~" EXPANSION ANCHORS, 6" LONG. 2. FOR BURIED LEDGE AT LESS THAN 3'-6" BELOW FlNISH GRADE, CORE 8"~ HOLE INTO LEDGE 1 B" DEEP. FlUL AROUND PIPE WITH NON-SHRINK GROUT. USE COAL TAR ON BURIED LENGTH OF PIPE, AND BACKFILL TO FINISH GRADE 3. FOR CONCRETE, FASTEN BASEPLATE W/ (2) ~" EXPANSION ANCHORS, 6" LONG. 4. FOR POSTS ON CONCRETE OR EXPOSED LEDGE. PROVIDE 4"xS"x>&" BASEPLATE WITH (2) 'X. HOLES 6" O.C. 3" --1== i ~'+-I +1 ~. 3 1/2" PIPE SUPPORT POST h-rF,,---.-,FlN. GRADE ~I I I --111-· =: 111-I I I ~ -j 1 1--1 1 1- I I Ie I I I I -I I I~ 11 1--I . ~ '" . ,;;:; -,. ... ~ I I I -I I I 1 1 I I I I I 4 I <J I I I "I I I I .) LJ L,.-6"J '-1 11 - CONC PIER CABLE BRIDGE PIER SCALE: NTS ~!~" ,..,."e ,~,,-,-,,~ '-' 2" BARK MULCH (PUUL BARK MUL.CH AWAY FROM TRUNK OF TREE) ,----PLANllNG SOIL MIX PER SPECIAL PROVISIONS HIGH EARTH WATERING SAUCER AROUNO TREE PIT ~--CUT & ROUL BACK 1/3 OF BURLAP BEFORE BACKFlULING. COMPLETELY REMOVE SYNTHETIC BURLAP & LACING '-------ROOTBAUL SHALL BE f'L ACED ON (6) 6" GREEN SCH 40 PVC CONDUITS REQUIRED. ~l~ __________ R_O_O_TB_A_L_L __________ ~l 1 3 x ROOTBALL DIAMETER 1 COMPACTED OR UNDISTURBED SUBGRAOE GRAVEL YARD DETAIL 8 SCALE: 3/4" = 1'-0" 5-1 PVC STUB-UP DETAIL 7 ARBORVITAE SHRUB PLANTING 10 SCALE: NTS S-1 SCALE: N.T.S. S-I o 8" 1'-4" 2"-8" 4' IIDI 1 2 J 4 5 6 , ... N PART NO, 2 WBT243.01 WBT123.02 1-----( 1 DESCRIPIlON VERTICAL TRAPEZE SECTION 12" HORIZONTAL TRAPEZE SECTION MT-J87 SQUARE WASHER, 1 1/2"xl 1/2"W/7/16" HOLlE GB-OJ205 3/8"x2" GALV. BOLT KIT GWF-03 3/8" CAlV. FLAT WASHER GB-03105 3/B"xl" GALV. BOLT KIT CABLE LADDER DETAIL SCALE: NTS EXISTING MONOPOLE • E PROP. (12) 1 %" OR % COAX CAB LIES (PER RF SCH) & %" RET CABL ARRANGE COAX AS SHOW f'-.. ~ ~ N ~ ../ b? ~ ~ arY. 1 3 6 3 3 6 x < ::I <J d • 0 I .... PROP. VALMONT BUCKLES SS BANDING (PIN FOR B177 0) TENSION PER VAU.I ONT REQ. l ,,---iL pROP . VALMONT LESS STEEL STAIN BAND ING (P /N B1769) CABLE MOUNTING DETAIL 9 SCALE: N.T.S. S-1 15 COfd~ERCE WAY, SUITE B NORTON, MA 02766 OFFICE: (508) 286-2700 FAX: (S08) 286-2893 r,::",'<:-:"W CHAPPELL ,."~ ~f!:;~ ENGINEERING ~~~'lf~ ASSOCIATES, LLC R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST SUITE 301 MARLBOROUGH, t.lA 01752 (506)481 -7400 www.chappellengineering.com APPROVALS LAN,,,,,,,,, LEASING R.F . ZONING CONSTRUCTION AlE I PROJECT NO; 4SH-0276-B I I DRAWN BY; I CHECKED BY: SUBM ITTALS 3 07/27/12 CONSlRUCllON REVISED 2 07/16/12 CONSlRUCllON REVISED 06/28/12 ISSUED FOR CONSTR. o 06/22/12 ISSUED FOR REVIEW THIS DOCUMENT IS THEA&R~, DESIGN, PROPERTY AND COPYR~uar~~K OF T-fdOBILE NORTHEAST, LLC. ANY OUPUCATION OR USE YI1THOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENOES rOR THE PURPOSES OF CONDUCTING THEIR LA'llfULL Y AUTHORIZED REGULA TORY AND ADMINISTRA liVE FUNCTIONS IS SPECIFlCALL Y ALLOWED. 4SH=0276 =8 WMECO MILLL STREET AGAWAM 695 COOPER STREET AGAWAM, MA 01001 SHEITmU ANTENNA & SITE DETAILS SHEET NUMBER S-1 15' 0" - 1'-9" 8'-6" 4'-9- ---'" ---f', // r-/ / r--/ b 10 I • 00 I '" • '" I '" • '" I - ~- • <'oj I -- ENSIONS: CABIN~/ 0"Wxl0"D PPC DIM 54"Hx3 LECTRICAl UNDERGROUND E CONDUIT TO POWER (SEE DETAI (2)4" TELCO UNDERGROUND TO DEMARC (SEE DETAIL DElIARC CONDUIT TELCO 8/H) I I I I 1 V ~ II '- PPC CABINET 2'-8" / / / / / / / / / I / I I " 1 " = ; = 8lS EQUIPI.tENT / STS EQUIPMENT CABINET --c = CABINET , -00_" /----i - n / ------II I I " u 1 ELEC1RlCAL CONDUIT i '- BBU CABINET t-ars b EQUIPUENIT CABINET t- / I "" -/ 1 I I I I / / / / / l---/ / / / " "r--_/ / ~-- 4'-6" 6'-0" 1'-9" PLAN AT EQUIPMENT PAD SCALE: 1/2" l' 0" o 1 2 4 6 BATTERY BACK-UP CABINET 1'-9" 4'-4' 2'-11" 4'~4" OIMENSIONS: J----4----------j------t-----~-~ ___ __t_-l~'-=-4'--"_I 68"Hx2B"Wx31"0 ---II PPC CABINET DIUENSIONS: 54"Hx30"Wxl0"D 2'-6" 2'-7" V t--S' -0"LxI5' -0"wx8"O PRECAST CONCRETE SLAB W/H4 BARS SPACED S" BOTH WAYS ~ BTS CABINET AND BATTERY BAS[ UNIT DIMENSIONS: S3"Hx52"Wx28"D (TOT"'-or 3) ~I CE BRIDGE/CABLE TRAY (SEE DETAIL 3/5-1) BATTERY BACK-UP CABINET DII.tENSIONS: 6B"Hx2B"Wx31"0 BOOSTER CABINET OII.tENSIONS: 36"HxI6"wx34.5"D TOTAL OF 3) ( /""llOO!;TER CABINET DIMENSIONS: .... 36"HxI6"Wx34.5"O ;), (TOTAL OF 3) 6" PPC CABINET BASE EXTENSION MOUNTED TO SLAB W/(4) 5/B"\I)(3-3/4" HILTI KWIK BOLT r-I1 '" CABINET AND II ANCHORS. SHIM IF REQUIRED BATTERY BASE UNIT TO lEVEL BAS[ EXTENSION § DIMENSIONS: 'r 6" GRAVEL SU~iFACE -, 83"Hx52"Wx2S"D N ~~~~ai~;;;;~~~~~~~~~~:2~~;;:t:;:5::t:::z:~~~~~~~§(~TO;t;~~OF~3)~==~ WEED BLOCK "o! UNDERLAYMENT WITHIN PROPOSED LEASE "''''' _.- 6'-0"Lx6'-0"WxS"D PRECAST CONCRETE SLAB W/U4 BARS SPACED B" BOTH WAYS. (TOTAL OF B'-0"LxI5'-O"WxB"D PRECAST CONCRETE SLAB W /#4 BARS SPACED 8" BOTH WAY:S--' ~E~~~~N ~ y, EQUIPMENT PAD @ i , o 2 4 6 SUB -BASE FRAME MOUNTED TO SLAB W/ (4) 5/8"~x3-3/4" HILn KWIK BOLT II ANCHORS. SHIM IF REQUIRED TO LEVEL SUB-BASE FRAME (TYP. AT EACH CABINET) • o I '" • o I -.... STRUCTURAL NOTES 1. DESIGN REQUIREUENTS ARE PER STAtE BUILDING CODE AND APPLICABLE SUPPLEMENTS, ANSI/ASCE7, EIA!TIA-222-f STRUCTURAL STANDARDS FOR STEEL ANtENNA SUPPORTING STRUCTURES. 2. CONTRACTOR SHAll VERIFY All DIMENSIONS AND CONDIllONS IN THE FIELD PRIOR TO F ABRICA TION AND ERECTION OF ANY UA TERIAL. ANY UNUSUAL CONDIllONS SHALL BE REPORtED TO 11-£ A ITENllON OF THE CONSTRUCTION MANAGER. 3. DESIGN AND CONSTRUCTION OF STRUCTUR~ StEEL SHAll CONFORM TO THE AMERICAN INSTITUTE OF StEEL CONSTRUCTION "SPECIFICATION FOR tHE DESIGN, FABRICATION AND ERECTION OF STRUCTUR~ StEEL FOR BUILDINGS". 4. STRUCTURAL AND I.tISCELLANEOUS StEEL SHALL CONFORM TO ASTM A36 STRUCTURAL StEEL UNLESS OTHERIMSE INDICA tED. 5. StEEL PIPE SHAll CONFORU TO ASTM A500 "COLD-FORMED WELDED & SEAULESS CARBON STEEL STRUCTURAL TUBING", GRADE A, OR ASTM A53 PIPE STEEL BLACK AND HOT-DIPPED ZINC-COAtED WELDED AND SEAMLESS TYPE E OR S, GRADE B. PIPE SIZES INDICA TED ARE NOMINAL. ACTUAL OUTSIDE DIAMETER IS LARGER. 6. S1RUCTURAL CONNECllON BOLTS SHALL BE HIGH STRENGTH BOLTS (BEARING TYPE) AND CONFORU TO ASTM A325 "HIGH S1RENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS'. ALL BOLTS SHALL BE 5/B" DIA UON. 7. ALL STEEL UATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTU A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. 8. All BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHAll BE GALVANIZED IN ACCORDANCE WITH ASTU A153 "ZINC-COATING (HOT-DIP) ON IRON AND StEEL HARDWARE", UNLESS OtHERWISE NOtED. 9. FIELD WELDS, DRILL HOlJES, SAW CUTS Ai'JO All DAUAGED GALVANIZED SURFACES SHAll BE REPAIRED WItH AN ORGANIC ZINC REPAIR PAINT COUPLYING IMTH REQUIREUENTS OF ASTU A780. GALVANIZING REPAIR PAINT SHAll HAVE 65 PERCENT ZINC BY WEIGHT, ZIRP BY DUNCAN GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR EQUAL tHICKNESS OF APPLIED GALVANIZING REPAIR PAINT SHALL BE NOT LESS THAN 4 COATS (AllOW TIME TO DRY BETWEEN COATS) WITH A RESULTING COATING THICKNESS REQUIRED BY ASTU A123 OR A153 AS APPLICABLE. 10. CON1RACTOR SHALL COlolPLY WItH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING~ All WELDERS AND WELDING PROCESSES SHALL BE QU~IFI ED IN ACCORDANCE WItH AWS "STANDARD QUALIFICATION PROCEDURES". ALL WELDING SHALL BE DONE USING E70XX ELEC1RODES AND WELDING SHALL CONFORU TO AISC AND 01.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINlt.4UU SIZE PER TABLE J2.4 IN tHE AISC "MANUAL Of StEEL CONSTRUCTION". 9TH EDITION. BOOSTER CABINET DIMENSIONS: 36"HxI6"Wx34.5"D (TOT~ OF J~, .. : ;' ; . " .. ~,:" .. :: POWER!TELCO CABINET DIMENSIONS: 54"Hx30"wxl0"D " .. 11. INCORRECTLY FABRICAtED, DAMAGED OR OtHER~SE MISFlTllNG OR NONCONFORMING MATERIALS OR CONDITIONS SHAll BE REPORtED TO THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE CONSTRUCTION UANAGER APPROVAL. 12. UNISTRUTS SHAll BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY UNISTRUT CORP, WAYNE, 1.41 OR EQUAL. STRUT MEI.tBERS SHALL BE 1 5/S"xl 5/8"xI2GA, UNLESS OtHERWISE NOtED, AND SHAll BE HOT-DIP GALVANIZED AFtER FABRICATION. 13. EPOXY ANCHOR ASSEMBLY SHALL CONSIST OF 1/2" DIAMEtER STAINLESS StEEL ANCHOR ROD WITH NUTS &: WASHERS. AN INTERNALLY THREADED INSERT, A SCREEN TUBE AND A EPOXY ADHESIVE. THE ANCHORING SYSTEM SHALL BE THE HlllJ-HIT HY-20 AND OR HY-150 SYSTEMS (AS SPECIFIED AN DWG.) OR ENGINEERS APPROVED EQUAL WItH 4-1/4" MIN. EMBEDMENT DEPTH. 14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP II, TYPE 4, CLASS I, HlL TI KWIK BOLT II OR APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE WItH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE THREE AND ONE HALF (3 1/2) INCHES. 15. GRAVEL SUB BASE AND CONCREtE SHALL BE PLACED AGAINST UNDISTURBED SOIL 16. CONCRETE fOR FENCE AND ICE BRIDGE SUPPORT SHALl BE 3000 PSI AIR ENTRAINED (4 %-6 %) NORUAL WEIGHT CONCREtE. 17. ALL CAST IN PLACE CONCRETE SHAll BE UIXED AND PLACED IN ACCORDANCE WITH THE RE::QUJRE:U~~TS' O~ ACI ~1B AND AC'J 301 lB. tHE FOU~OWlNG MINIMUU CONCRETE COVER OVER REINFORCING STEEL SHAll BE AS FOLLOWS UNLESS OTHERWISE NOTED; CONCRETE CAST AGAINST EARtH ... 3 INCHES CONCRETE EXPOSED TO EARTH OR WAtER f/fi AND LARGER .................. 2 INCHES #5 AND SMAllER ................ 1 1/2 INCHES ALL EXPOSED EDGES SHALL BE PROVIDED WITH A 3/4"x3/4-CHAMFER UNLESS NOtED OTHERWISE. 19. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN INSTITUtE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREAtED AND SHALL BE STRUCTURAL GRADE NO. 2 OR BETTER. 'c-,BAn~ERY BACK-UP CABINET DIMENSIONS: 68-Hx2S"Wx31"D 'c-~ PRI::CAST CONCRETE PAD DIUENSIONS: B' -O"Lx 15' -O"WxS"H BTS CABINET AND BATIERY BASE UNIT DlI.tENSIONS: B3"Hx52"Wx2B"D (TOTAL OF 3) EQUIPMENT DETAIL BAR 2 1/2"0 END 1 5/B"¢ TOP RAIL SCALE: NOT TO SC~E PROVIDE DIAGONAL ADJJSTABLE RIDE AND TURNBUCKLE ASSEUBL Y AT ALL CORNERS 2" 'MRE MESH 9 GA. r-~I[A\IY DUTY ARI.t LATCH 5/S"¢ PIPE FRAME GAtE W/ POSITIVE LOCKING MECHANISM m ~~LGROUNO LEVEL BOTTOM tENSION WIRE i, . TYPICAL FENCE DETAIL 4 SCALE: 3/8" = "-0· 5-2 ----o ,.'-4" 2·-8" 5'-4" 8'-0" 1. INSTALL FENCING PER ASTM F-567, SWING GAtE PER ASTU F-900. 2. ALL END POSTS, LINE POSTS, PUll POSTS, POSTS FOR GAtE lEAF, PIPES FOR GAtE FRAME AND TOP RAILS SHALL BE SCHEDULE 40 PIPE PER ASTU F -1 OB3. J. FABRIC SHAll BE 12 GA. CORE WIRE SIZE 2" UESH CONFORMING TO ASlM A-392. 4. ~,N?JClN WlR~ SfjALL BE 7 GA. GALV. STEEL. 5. TIE WIRE SHALL BE 11 GA. GALV. StEEL (MIN.) AT POSTS AND RAILS. A SINGlE WRAP FABRIC TIE AT tENSION WIRE BY HOG RINGS SPACED MAX. OF 24" INTERVALS. 6. BARBED 'MRE SHALL BE DOUBLE S1RAND 12 1/2" 0.0. ThlSTED WIRE TO MATCH W/FABRIC 14 GA., 4 PT. BARBS SPACES AT APPROXll.tAtELY 5" D.C. 7. COMPLY WITH LOCAL ORDINANCES or BARBED WIRE PERMIT REQUIREUENTS IF REQUIRED. ' S. StEEL FENCE SYStEM SHALL INCLUDE THE FENCE POSTS, FABRIC, GAtE SYStEM AND ALL NECESSARY ERECTION ACCESSORIES, F1TI1NGS AND FAStENINGS. ALL FENCE SYStEM COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASlM A153. GAtES SHAll BE S'MNG GAtES 'MTH 5'-0" LEAFS. REFER TO TYPICAL FENCE DETAIL FOR ADDITIONAL INFORI.tATION. INSTAll FENCE AFTER CONCRETE HAS ATTAINED 75% or 28 DAY DESIGN STRENGtH. 9. SCREENING SLATS SHALL BE INSTALLED ON PROPOSED FENCING (COLOR: GREEN OR AS DET'S BY PROJECT OWNER). 15 COY~ERCE WAY, SUITE B NORTON, MA 02766 OFFICE: (50B) 286-2700 FAX: (508) 286-2893 CHAPPELL ENGINEERING ASSOCIATES, LLC R.K. EXECUTIVE CENITRE 201 BOSTON POST ROAD WEST SUITE 301 UARLBOROUGH, MA 01752 (506)461-7400 www.choppeilenqineering.com APPROVALS LEASING R.F. ZONING CONSlRUCnON AlE I PROJECT NO: 4SH-0276 -B I I DRAWN BY: RJK I I CHECKED BY: JMF I SUBM ITTAL S 3 07/27/12 CONSTRUCTION REVlS£IJ 2 07/16/12 CONSTRUCTION REVISED 1 06/26/12 ISSUED FOR CONSTR. o 06/22/12 ISSUED FOR REVIEW THIS DOCU~ENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-UOBILE NORTHEAST, LLC~ ANY DUPLICATION OR Us( WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBllED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADUINISTRATIVE FUNCTIONS IS SPEOFICALL Y ALLOWED. 4SH-0276-B WMECO MILLL STREET AGAWAM 695 COOPER SlREET AGAWAM, MA 01001 SHITT TITLE STRUCTURAl NOTES, EQUIPMENT PlAN, SECTION & DETAILS S-2 ------ ~ A 0 I ~ 0 C\I ~ ~ 0 I ~ 0 ..... • -o I • ...... T-MOBILE ANTENNA----' ARRAY (SEE 2/ANT-1) EXISTING 167' TALL WMECo __ ~ __ STEEL TRANSMISSION STRUCTURE NO. 316 A.. ~ -..-Metr.:oP_CS _ A~TE_NNAS ___ _ ~L. ±154'-O" ATB MetroPCS ANTENNA---/ ARRAY (SEE 1/ ANT -1) I,++t-----~-~-T -MOBILE PROPOSED EIGHTEEN (18) 1-5/8" ~ COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-1) '*--------MetroPCS PROPOSED WMECo POLE TWELVE (12) 1-5/8" r/J COAX CABLES MOUNTED TO EXTERIOR OF THE POLE (SEE 3/EL-1) 2 ANTENNA ARRAY ELEVATION EL-1 SCALE: 1" = 6'-0" MetroPCS PROPOSED TWELVE---.,. (12) 1-5/8" ¢ COAX CABLES VALMONT TRANSMISSION LINE BRACKET (P /N 83254) AT 4' D.C. MAX W/ STACKABLE SNAP-IN HANGERS (TYP.) EX ISTING 167' TALL WMECo----rr STEEL TRAN5MI~~ION STRUCTURE NO. 316 T -MOBILE PROPOSED----' EIGHTEEN (18) 1 -5/8" ¢ COAX CABLES 3 COAX CABLE PLAN ---tt--------------------------EL- - - ATB DENOTES TOP OF BASE PLATE If----T -MOBILE PROPOSED EIGHTEEN (18) 1-5/8" ~ COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-1) ~--MetroPCS PROPOSED TWELVE (12) 1-5/8" ¢ COAX CABLES MOUNTED TO EXTERIOR OF THE POLE (SEE 3/EL-1) 1 J----EXISTING 167' TALL WMECo STEEL TRANSMISSION STRUCTURE NO. 316 EXISTING GRADE POLE ELEVATION --EL-1 SCALE: 1 ., = 2U'=D II -BY: TJL BY: tJL 8Y: CFC . .," to ..-ico~ ~ I 0> ~ 01-og ~ I~~ 1; :i Q..CI) C/) 0 I --hl ~ OATE: 1/12/12 S/W.E; AS SHOWN JOB NO. 11115 POLE ELEVATION SHEEr NO. EL-1 ShMt No. of 1. Ii Ii .II I'::::.: .. I:::::::·:·: 1"::-:/: I: ::::.:: I. :::::: I. ..... :: tIr====:L': :: :-:.: ': ... ::: , :::::. I ..... .. f ... • ":. ..... ':. . "::: .. ::::.:. . ::. '::. I:: .... ~,-:.::::::::: ... I I c':::·:·:· f:::·:-: 2 ANT-1 Cl WMECo POLE NOTE: T -MOBILE ANTENNA MODELS AND QUANTITIES AND COAX CABLE SIZE AND QUANTITES ASSUMED. ,,------,---PROPOSED THREE (3) RFS APX16DWV-16DWVS-E-A20 THREE (3) RFS APXV18-206516S-C-A20. THREE (3) RFS TWIN AWS TMAs AND THREE (3) ANDREW TWIN PCS TMAs I ,---VALMONT T -ARM CO-LOCATION KIT PIN 802738 W/ NINE (9) 2" STD. (0.0. = 2.375") X 6' LONG PIPE MASTS I·:" .::: I· ..... I- ""-----+-----PROPOSED EIGHTEEN (18) 1 -5/S" f/J COAX CABLES MOU NTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-l) '------t------EXISTING 167' TALL WMECo STEEL TRANSMISSION STRUCTURE NO . 316 T -MOBILE ANTENNA ARRAY SCALE: 1 / 4" -1'-0" Cf. WMECo POLE ~ .. . .. . ... ,.---PROPOSED SIX (6) ANDREW HBX-6S160S-VTM PANEL ANTENNAS AND SIX (6) ANDREW ATM200-A20 ACTUATORS /,...---VALMONT T -ARM CO-LOCATION KIT PIN 802738 WI NINE (9) 2" STD. (0.0. = 2.375") X 6' LONG PIPE MASTS BY: BY: I""'" U BY: TJL TJI.- CFC ~ I"" II:! I-+-f-H--+-+--F~ IQII I~ I~:~ 11;; 1:21:2 I~ / :-"rt:JI==~~=t .. ·· r-_~-.MET~OPC~_~NT~l!t-JA~_..A ".t---rrrr-----.-~,tJfI7'.t----"f1 EL. ± 154' -0" ATB -..,- ." ". II"-. ,,-I ~""-----f------PROPOSED TWELVE (12) 1 5/8" (/) ~ COAX CABLES MOUNTED TO THE ~ EXTERIOR OF THE EXISTING POLE I (SEE 3/EL-l) 10' -0" '----+-----EXISTING 167' TALL WMECo STEEL TRANSMISSION STRUCTURE NO . 316 1 METROPCS ANTENNA ARRAY ANT-1 SCALE: 1 14" = l' -0" DATE: 1/12/12 S~ AS S~N JOB NO. till!! ANTENNA ARRAYS ---------------------·---··------H-IIT=======;J--- SHEET NO. ANT-1 r---TO (E) SERVICE (SEE POv.f:R RISER) ,---24OV, 1~, JW MANUAL BYPASS ~ETER MANUAL TRANSFER SWITCH 200A-ZP -12V EXTERNAL ALARM CIRCUIT IN 3/4" NON-METAlLIC CONDUIT BTS EQUIPf.1ENT CABINET (3) 12/0 &: (1) ,2/OG GENERATOR RECEPTACLE I I I I I I I I I I L ___ _ SERVICE GROUND PER ~-t NEC 5OA-ZP (3) 16 &: (1) flOG IN I "C 50A-2P (3) 16 &: (1) flOG IN I"C 30A-ZPL __ ~~~(3~) 1r16-&:r-(I~) ~#1_OG_IN_'I"C 20A-1P '------( I\'--'~ Gfl BBU CABINET 30A-1P L...--ot3c-TO CSC 30A-2P (3) #10 &: (1) "OG IN l"C 3OA-2P 30A-2P (3) fB &: (1) i8G IN l"C (3) #8 &: (1) I8G IN 1"C (3) fB &: (1) I8G IN ,·Ci-.J..-....--'---r---"--. MCPA MCPA MCPA BTS EQUIPMENT CABINET ONE LINE DIAGRAM BOOSTER BOOSTER BOOSTER SCALE: NOT TO SCALE ANTENNA ---~ ANTENNA t.lOUNT ~'­ TOWER/IAONOPOlI ANTENNA At.tPlIflfR ----1-_1"'1 CABLE GROUNDING KIT-.../' UPPER EGB BONDED TO TOWER/MONOPOLE -~-I ICE BRIDGE/CABLE TRAY -+++---. COAXIAL CABLE ---H CABLE GROUNDING KIT (LOCATE ABOVIE HORIZONTAL BEND) LOWER EGB BONDED TO TOv.f:R/IAONOPOLE t!llli 1. BASE BID TO INCLUDE INSTAllA liON Of (7) GROOND ROOS OR SINGLE XIT HORIZONTAL CHEt.tICAL ROO AS DETERMINED BY CONDllIONS. ADIlIliONAL RODS AS REQUIRED TO ACHIE'vE 5 OHMS RESISTANCE. 2. f.lAXIMUIA 'vERliCAL/HORIZONTAL DISTANCE BETWEEN CABLE KITS SHALL NOT EXCEED 100 FEET. INSTALL ADDITIONAL KITS AS REQUIRED BY FIElD CONDIllONS. 1.1GB (CADWEll DOWN LEADS AND CONNECT TO GROUND RING) BONDING ..u.iPERS AT SPLICE SUPPORT POST, TYPICAl GSM CABLE GROUNDING KIT -GPS CABLE GROUNDING KIT 6 CABLE OPliON CO~BtIER/DUPLEXERS AS SPEaFIED BY FCM. MOUNTED T-BRACKET BTS UNIT BTS EQUIP~ENT CABINET EGB AT BTS PlINTH PPC CABINET B8U CABINET EXIST. UliliTY POLE WEATHER HEAD GRC CONDUIT LONG RADIUS BEND EXIST. UliliTY POLE v.f:A THER HEAD PROPOSED 2-GANG ~E1lER BANK WITH 400,0. ~AlN TAP BOX ,_, 120./241IV--. GROUND CONDUIT PER UliliTY COMPANY REQUIREMENTS PROP. TELCO HANDHOLE (3) 1500MCM &: (1) 12G -4"C EXIST. 4" CONDUITS MAKE ALL CONNECUONS AS PER UTUTY COMPANy'S REQUIREMENTS. ,.--Z'IUV, 10. 3W KWH f.1ANUAL BY-PASS f.1ETER W/200A, 2P TENANT CIRCUIT BREAKER AND LOCKABLE BREAKER DOOR PROP. BlACK PLASliC LAMINATE NAt.tEPLATE WITH 1/2" 'M-tITE lETTERS DENOTING CARRIER NAME PROP. MESA SPAN CABNEr 11111 BTS CABINET 3 16. 1 1'0G IN 2" m.co CON[IUIT---' 2"C. 3#3/0+112 GND #2G SERVICE GROUND PER NEC PROP. (2) 4"C 3 15. 1 110G IN I"C (2) 2" TELCO CONDUITS W/FULL-LENGTH PULL ROPE POWER TELCO RISER DIAGRAM SCALE: NOT TO SCALE FROU ECB (WHEN SHOWN ON GROUNDING RISER DIAGRAf.1) PPC CABINET BBU CABINET SPARESQ ANDREW UGBKIT2 TO GROUNDING KITS ---,---' ANTENNA UOUNT GROUND ~ COAX CABLE IS ~ GROUNDING KIT~ ~ \1 ~ iMrnpt--~IETER BANK CADv.f:LD CAD\\UD TO GROUNOING RING (LOWER EGEI) REFER TO GROUNDING RISER DlAGRA~ FOR EXACT LOCATION Of ALL CONNEC1l0NS PROP. GROUND CONNEC1l0N TO MONOPOLE (TYP. OF 3) -______ CABLE GROUNDING KIT --tt-J r----r--TRANSFORMER TO GROUND RING AT GROUND ROO CADWELD DOWNLEAD AND BONDING JUf.1PER -f-J TOWER/MONOPOLE GROUNDING RING . . 0" "':>i EGB AT BBU '-<>--EGB AT TELCO PLINTH GROUND ~OD TEST WELL (1 REQUIRED) #2G BONDING JUIIPER TO CORNER OR LINE POSTS \\I£N FENCE IS WITHIN s' Of EQUIPIIENT PAD f2G UNI-DIRECliONAL GROIJNCIING CONNEC1l0N UNI-DIRECTIONAL GROUNDING CONNECliON 5/8"x8' COPPER CLAD STAINLESS STEEL GROUNDING ELECTRODE (TYP OF 3) AROUND TOWER GROUNDING RISER DIAGRAM SCALE: NOT TO SCALE STAINLESS ---f::::XJl STEEL HARDWARE CLEAR HEAT -SHRINK --v. INSULATION EXTENDING 1/4" OVER LUG AND 2" OVER CABLE INSULATION 1;:;:'1-+--1--TWO HOLE COPPER COMPRESSION TERMiNAl GROUNDING CABLE -----ELEVAliON GROUND BAR FLAT WASIHER. TYP. LOCK WASHER, TYP. ~ NUT (TYPICAl) ---- GROUND BAR ---_J GROUNDING CABLE-----' A A ~-AAT WASHER (TYPiCAl) _.,--3/8"xl-1/4" HEX BOLT SECTKlN • A-A' EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIf.1UM. NO INSULA1l0N AllOWED WITHIN THE COMPRESSION TERWNAl (TYPICAL) NOTE: 1. "DIDUBlJNG UP' OR 'STACKING " OF CONt£ClION IS NDT PER~ITTED. 2. OXIDE INHIBIlING COLIPOUND TO BE USED AT ALL LOCATIONS. 3. CADWELL OOWNLEAOS FRO~ UPPER EGB. LOWER EGB AND MGB. TYPICAL GROUND BAR CONNECTIONS DETAIL SCALE: NOT TO SCALE 1--__ 5 /B" x B' COPPER CLAD STAINLESS STEEL GROUNDING ELECTRODE (TYP. Of 4) AROUND EQUIPI.1ENT I #2 AWG UNDERGROUND CELL SITE GROUNDING RING SET 3' BEYOND PERIMETER OF CONCRETE EQUIPf.1EN T PAD ANTENNA U.I---ANTENNA SUPPORT PIPE G :----COAX CABLE G " /""""-iHf--"'::::::",,--COAX CABLE GROUNDING KIT . " -----TO BTS UNIT EGB, BONDED TO TOWER/MONOPOLE COAX CABLE CONNECTION AND GROUNDING DETAIL SCALE: NOT TO SCALE CAOWELD ANDREW UGBKIT DR EQUAl WI1lH HOLE PAffiRN AND STANDOff INSULATORS AND MOUNTING BRACKJaS AS SHOWN ,--211---10 GROUND RING AT GROUNO ROD MASTER GROUND BAR (MGB SCALE: NOT TO SCALE FLEXIBLE ABOVE -GROUND MARKER TO BE INSTALLED EVERY 100' OR AT OIRECliON CHANGES (BY J. MILLER INOUSTRIES. INC OR APP'O [QUAL) t LOAIA AREA PA'vED AREA FlNISH GRADE ",E-1 TWO COURSES OF 1-1/2" BITUMINOUS PAVEt.lENT 6 ML YELLOW WARNING TAPE "HIGH VOLTAGE" SAW-CUT TO STRAIGHT E'vEN EDGE §tf6~E flAWJG fJ" GRAVIEl BASE ~~~~~~~~r-COMPACTED BACKFILL 4" SCHEDULE 4D CONDlUITS FOR NEW ELECTRICAL AND TELEPHONE SER\1CES SEE UllllTY AND SITE PLANS. PROVIDE APPROVIED PULL BOXES AS REQUIRED. AND COOR~NATE INSTAlLAliON W/ All UliUTY COMPANIES fOR INTERfACING AT TERt.lINATION POINTS. PRO\llDE FULL LENGTH PULL ROPES (TYP.). COMPACTED PROCESSED GRAVEL 4" MIN. ON ALL SIDES NOTE: DETAIL AS SHOWN IS FOR SECONDARY ELECTRIC SERVICE. PRIMARY HIGH VOlTAGE SERVICE REWIRES 4" CONCRETE ENCASEM£NT. BURIED CONDUIT DETAIL SCALE: NOT TO SCALE E-l GROUND BAR SCALE: NOT TO SCALE 5 E-l r--6" 01,0.. SCH 40 tlSPECUON SIUEE'vE W/THREADED PVC CO'vER SITE FltlSIH GRADE CAOv.f:LD CONNECliON (TYP.) If2 AWG SOlID. llNNED COPPER GROUND v"RE +-~==~{lI~,.J;;:m::-l"xl0" NOTCH SLEEVIE fOR PASSAGE Of RING v"RE. IAAiNTAIN INTERKlR OF SLEE'vE DEBRIS FREE. 5/8" COPPER CLAD Sf AINlESS STEEL GROUND ROD GROUND ROD TEST WELL DETAIL 9 SCALE: NOT TO SCALE E-1 FENCE POST , . AJ" , GATE---___ , , )( / GATE JUMPER 4/0 ,';</ </,< '<(5( v.f:LD CABLE '. . .• " .A. X f\. ..... {::::.f'y /'-J '.../i. h.. ~ #2 AWG llNNED SOLO BARE _~~~~~~~X~~~ COPPER WIRE CADWIElO " TO GROONDING RING ~-CADWELD CONNECTION (TYPE VS) SWINGING CAOv.1':LD CDNNECliON (TYPE TA) GA TE GROUNDING DETAIL SCALE: NOT TO SCALE E-1 <lJ) o A.FJ. U.O.N. \\!' CfI A V KI'III C GRC G -L I a • I ELECTRICAL LEGEND NEW PANEL BOARD, SURFACE MOUNTED EXISUNG PANEL BOARD, SURFACE MOUNTED DRY TYPE TRANSFORMER METER CIRCUIT BREAKER NON-FUSIBLE OISCONt£CT SIIITCH. MOUNTED 54" A.FJ. FUSIBLE DISCONNECT SWITCH, IlOUNTED 54"A.F.F. TRANSIENT VOlTAGE SURGE SUPPRESSOR v"TH BUILT-IN FUSES, SURFACE MOUNTED DUPLEX OUTLET, SURfACE MOUNTED. 20 AMPS, 125 VOLTS, SINGLE PHASE JUNC1l0N BOX, SURFACE MOUNTED 18" A.F.r. EXPOSED WIRING HOME RUNS, IIlt1f.IU~ 2110 + '11OG IN 3/4" CONDUIT U.O.N. AIIO'vE FlNISlHED flOOR UNLESS OTl£RMSE NOTED ID Tl£RPROOf GROUND FAULT INTERRUPTER AUPERE VOLT KILOWA IT -HOUR CONDUIT GALVANIZED RIGID CONDUIT GROUND GROUND IMSTfR GROUND BAR of.lECHANICAl CONNEC1lON • CADWELD CONN£CTKlN EGB EQUIPMENT GROUND IJI,R ot.1ECHANICAL CONNECTION ~ • CADWELD CONN£CTKlN - G -GROUND COPPER WilE, SIZE 16 NOTED EXPOSED WIRING COAXIAl.. CABLE o 5/S",8' COPPER CLAD STAINLESS STEEL GROUNO ROD Q • PPC "EXOTHERMIC (cAOWElDl OR o~ECHANICAL (CO~PRESSJON TYPE) CONNEC1l0N PCWER PROTEC1l0N CABtlET ELECTRICAL AND GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NAUONAL ELECTRICAL CODE (NEC) AS WELL AS APPlICABLE STATE AND LOCAl CODES. 2. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR USTED AND PROCURED PER SPECIFlCA liON REQUIREMENTS. 3. THE ELECTRICAL WORK INCLUDES All LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFlCAliON INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERAliNG AND APPRO'vED ELECTRICAl SYSTEU. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS. AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINAliON OF INSPECliONS. 5. ELECTRICAL AND TELCO 'MRiNG OUTSIDE A BUILDING AND EXPOSED TO v.f:A THER SlHAll BE IN WATER DGHT GALVANIZED RIGID STIll CONOUIIS OR SCHEDIULE 80 PVC (AS PERMITTED BY COOE) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAl OR NOtILTAWC CONOUITS. 6. BURIED CONDUIT SHALL BE SCHEDULE 4D PVC. 7. ELECTRICAL \\IRING SHALL BE COPPER WITH TYPE XHHW, THWN. OR THININSULA TION. B. RUN ELECTRICAL CONDUIT OR CABLE BETv.1':EN ELECTRICAL UliUTY DEMARCAlION POINT AND PROJECT OWNER CELL SITE PPC AS INDICA TED ON THIS DRA\\ING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALlATION \11TH UUUTY COMPANY. 9. RUN TElCO CONDUIT OR CABLE BElWIEEN TELEPHONE UllUTY DEMARCA 1l0N POINT AND PROJECT OWNER CELL SITE TElCO CABINET AND BTS CABINET AS J)JDICA TED ON THIS DRAII1NG PRO\IIOE FULL LENGTH PULL ROPE IN INSTALLED TElCO CONDlIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 10. WHERE CONDUIT 8ET\\£EN BTS AND PROJECT OWNER CELL SITE PPC AND BET\\1IN BTS AND PROJECT OIltlER CELL SITE TElCO SERVICE CABINET ARE UNDERGROUND USE PVc, SCHEDULE 40 CONDUIT. ABOV1:: THE GROUND PORliON OF THESE CONDUITS SHAll BE PVC CONDUIT. 11. ALL EWIPMENT LOCATED OUTSIDE SHALL HAVIE NE~A 3R ENQOSURf. 12. PPC SUPPLIED BY PROJECT OWNER. 13. GROUNDING SHALL COMPLY Vv1TH NEC ART. 250. ADDIlIONALLY. GROUNDING. BONDING AND UGHTNING PROTECliON SHALL BE DONE IN ACCORDANCE WITH "T -MOBILE BTS SITE GROUNDING STANDARDs". 14. GROUND COAXIAL CABLE SHIELDS ~INlMUM AT BOTH ENDS USING t.lANUFACTURERS COAX CABLE GROLINDING KITS SUPPUED BY PRo.£CT OWNER. 1 S. USE ill COPPER STRANDED \\IRE II1TH GREEN COlOR INSULA liON FOR ABOV1:: GRADE GROUNDING (UNLESS OTHERMSt SPECIFlED) AND #2 saUD UNNED BARE COPPER MRE FOR BllOW GRADE GROUNDING AS INDICATED ON THE DRAVv1NG. 16. ALL GROUND CONHEClIONS TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS OR CADv.f:LD EXOTHERMIC \\ElIl. DO NOT ALLOW BARE COPPER Vv1RE TO BE IN CONTACT V!lTH GALVANIZED STEEL 17. ROUTE GROUNDING CONDUCTORS AlONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OlHERII1SE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. 15 II1RE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANY METAL OBJ:CTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. 18. CONNECliONS TO GROUND BARS SHAU BE ~ADE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO All LOCAliONS. 19. APPLY OXIDE INHJ8ll1NG COMPOUtlD TO ALL COMPRESSION TYPE GROUND CONNECTlONS. 20. CONTRACTOR SHALL PROIj1DE AND INSTAU (ifNi DlRECDONAL ELECTRONIC MARKER SYSTIW (EWS) BALLS OV1::R EACH GROUND ROO AND BONDING POINT BE1\\£EN EXISliNG TOv.1':R/ t.IONOPOLE GROUNDING RING ANO EQUIPMENT GROUNDING RtiG. 21. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESUlTS FOR PROJECT CLOSE-OUT DOCUMENTAllON. 5 OHMNS MINIMUM RESISTANCE REQUIRED. 22. CONTRACTOR SHALL CONDUCT ANTENNA. COAX, AND LNA RETURN-LOSS AND DlSTANCE- TO-F AULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. 15 COf.1MERCE WAY, SUITE B NORTON, !.IA 02766 OFFlCE: (508) 286-2700 FAX: (508) 286-2893 -::':·<. .. f,:-~;,~!. ','. ~'~'.'ij:t:"" CHAPPELL ,",.~". ." 1l.,.-1i.. .~.' .. ' ENGINEERING ~rf,~ ,ro':·,-, ~t,Y~ ASSOCIATES, LLC R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST SUITE 301 MARLBOROUGH ....... 01752 (508)481 -7400 www.choppeIJengineering.com APPROVALS LEASING R.F. ZONING CONSlRUCTION A/E I PROJECT NO: 4SH-0276-B I I DRA'M-l BY: I CHECKED BY: SUBMITTALS 3 07/27/12 CONSlRUClICJl REVISED 2 07/16/12 CONSlRUCllCJl REVISED 1 06/28/12 ISSUED FOR CONSlR. 0 06/22/12 ISSUED FOR REVIEW lltS DOCUMENT IS lHE Qi£A liON, 1l:SIGN. PROPERlY AND COPYRIGHTID WORK Of T-MOBILE NORlHEAST, lie. NlY IlUPUCAllON OR USE WllHllUT EXPRESS IIIlITTEN CONSENT IS SlRICn.y PIIOHIBIltD. DUl'UCAllON AND USE BY GOVERNIilENT AC£NClES FOR 11HE PURPOSES Of OO'lDUCllNG THEIR LAMlJIiY AUlHORIZED REGULA TORY AND IIDIIINISTRA liVE FUNCllONS IS SPECIfICAllY ALlOIltO. 4SH-0276-B WMECO MILLL STREET AGAWAM 695 COOPER SlREET AGAWAM, I.4A 01001 SI£ET Tm.E ELECTRiCAl & GROUNDING NOTES. RISERS & DETAILS SI£ET IUIIER E-1 • • Page 2 of3 in.\tallation rather than 5-6' as depicted in the plan. That first row of trees directly in front of the equipment (approx. 15 trees) would be the larger variety; the remainder of the trees would remain the smaller 5-6' at installation. I also attached the entire plan that was previously review & approved by the Town for your reference. Thanks in advance for your help with this! / I )O.Jf~"". .-, I , , , , \" \ \ I \ \ \ Regards, Patty Patrice Tyrle Community Relations Stakeholder Management Solutions Bums & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Di rect 203-949-2320 4/24/2013 . !~. I I I' / • • ~~bile: 860-218-7523 Fax: 203-741-1054 ptvrie@burnsmcd.com www.bumsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For From: Tyrie, Patrice Sent: Friday, April 12, 2013 3: 13 PM To: ddachos@agawam.ma.u5 Subject: Cooper Street cell tower Good Afternoon Debbie, • Page 3 of3 I wanted to touch base with you on this issue we discussed on the phone a week or so ago regarding the change to the plantings associated with the cell tower relocation on Cooper Street. lowe you a description of the scope change with a map showing the area, and I am waiting for WMECO to sign off on the change for the taller trees. The folks I need to approve it are on vacation this week, so I hope to get with them early next week to push this one along. I will be in touch as soon as it is all approved on our end. Thanks in advance for your help getting that through the planning & zoning folks! Have a nice weekend - Patty Patrice Tyrie Community Relations Stakeholder Management Solutions Burns & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford. CT 06492 Direct: 203-949-2320 Mobile: 860-218-7523 Fax: 203-741-1054 ptvrie@burnsmcd.com www.burnsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For 4/2412013 Pamela Kerr From: Deborah Dachos Sent: Tuesday, April 23, 2013 3:00 PM To: Pamela Kerr Subject: FW: Cooper Street cell tower Pam, Can you put this on the Planning Board agenda? Thanks. Deborah S. Dachos, Director Agawam Office of Planning and Community Development 36 Main Street Agawam, MA 01001 (413) 786-0400, ext. 8738 planning@agawam.ma.us From: Tyrie, Patriae [mailto:ptyrie@burnsmcd.com] sent: Tuesday, April 23, 2013 11:29 AM To: Deborah Dachos Subject: RE: Cooper Street cell tower Hi Debbie, Just checking in on this -any word from the 80ards? Thanks for your help - Patty Patrice Tyrle Community Relations Stakeholder Management Solutions Bums & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 Mobile: 860-218-7523 Fax: 203-741-1054 ptyrie@burnsmcd.com www.burnsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For From: Tyrie, Patriae sent: Monday, April 15, 2013 2: 16 PM To: ddachos@agawam.ma.us SUbject: RE: Cooper Street aell tower Hi Debbie- .) I was able to get approval from folks to change the height of the trees to be a taller version of the same species. Please let me know if the Town is OK with this change at your earliest convenience. Provided below is the extracted part of the plan that shows the trees we would be adjusting to be 7-8' at 4/24/2013 Page 10f3 Page 2 of3 installation rather than 5-6' as depicted in the plan. That first row of trees directly in front of the equipment (approx. 15 trees) would be the larger variety; the remainder of the trees would remain the smaller 5-6' at installation. I also attached the entire plan that was previously review & approved by the Town for your reference. Thanks in advance for your help with this! Regards, Patty Patrice Tyrle Community Relations Stakeholder Management Solutions Burns & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 <1I?A.1?()1 < Mobile: 860-218-7523 Fax: 203-741-1054 ptvrie@bumsmcd.cpm W\AoW.bumsmcd·com Proud to be one of FORTUNE's 100 Best Companies to Work For From: Tyrie, Patrice Sent: Friday, April 12, 2013 3: 13 PM To: ddachos@agawam.ma.us Subject: Cooper Street cell tower Good Afternoon Debbie, e . Page 3 of3 I I wanted to touch base with you on this issue we discussed on the phone a week or so ago regarding the change to the plantings associated with the cell tower relocation on Cooper Street. lowe you a description ofthe scope change with a map showing the area, and I am waiting for WMECO to sign off on the change for the taller trees. The folks I "eed to approve it are 0" vacation this week, so I hope to get with them early next week to push this one along. I will be in touch as soon as it is all approved on our end. Thanks in advance for your help getting that through the planning & zoning folks! Have a nice weekend- Patty Patrice Tyrle Community Relations Stakeholder Management Solutions Bums & McOonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 Mobile: 860-218-7523 Fax: 203-741-1054 ptvrje@burnsmcd.com W\AoW.bumsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For 41?41?011 • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 October 5, 2012 T-Mobile, USA, Inc. 15 Commerce Way Norton, MA 02766 Tel. 413-786-0400 Fax 413-786-9927 .... ... -NO 0 C? -I I U1 .", :x ~ 0 N > ,-,- . p ~ ;J-:-: > ::.'::; r---- yCf1 ::::~ . <.-.-::..(/) ;::'0 ..." -r; ::-:> rn To Whom It May Concern: . At its duly called meeting held on October 4, 2012, the Agawam Planning Board voted to cI. W approve the Site Plan entitled "4SH-0276-B, WMECO Mill Street, Agawam, 695 Cooper Street, Agawam, MA 01001; Prepared for T-Mobile; Prepared by: Chappell Engineering Associates, LLC, latest revision date: 9/19/12. If you have any questions, please contact this office at (413) 786-0400, extension 8738. Sincerely, 1~l?cD_c-{ Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPWIDSD:prk Cc: ZBA Bldg. Dept. Eng. Dept. Town Clerk File • NIXON PEABOD'hLp· VIA OVERNIGHT MAIL Deborah Dachos Planning Director Town of Agawam Town Hall 36 Main Street Agawam, MA 01001 A T T 0 it 1'4 f Y S ;\ T t A tV 100 Summer Street Boston, Massachusetts 02110-2131 (617) 345-1000 Fax: (617) 345-1300 Donald D. Cooper Direct Dial: (617) 345-6077 Direct fax: (866) 368-6629 E-Mail: dcooper@nixonpeabody.com September 25,2012 Re: 695 Cooper Street, Special Permit for Wireless Facilities, Site Plan Approval Dated August 17 , 2012 Dear Director Dachos: Enclosed please find three (3) copies, II" x 17" size, of revised plans for the T-Mobile Site Plan Review, which received a Planning Board approval subject to submission of a revised landscaping plan via a letter dated August 17, 2012. These plans have been changed in only two respects. The access path has been changed from the east to the west side of the Equipment Pad and the landscaping has been switched accordingly. This accomplishes the objective of allowing a more thorough visual screening of the equipment to the east, the only side which abuts a residence. MetroPCS will be sending you copies of its revised plans directly. I trust this satisfies the requirement for a revised landscaping plan. Please let me know if the Planning Board requires anything else in connection with the site plan approval. 14156772.1 \-\'\1\'''''.' .1-1; '>..Ii ~I'I \I.\('j)',' ,_ 0,\\ Deborah Dachos September 25,2012 Page 2 DDC/mmd Enclosures • cc: All by electronic mail, without enclosures Gerry Marquis Hans F eidler Anna Adkins Gerry Squires Kate Rugman Frantz Pierre Jane Seidl 14156772.1 NIXON PEABODY LLP • • • NIXON PEABOOYLLP A T TOUNf.YS I\T t ("Vi 100 Summer Street Boston, Massachusetts 02110-2131 (617) 345-1000 Fax: (6 17)345-1300 Donald D. Cooper Direct Dial: (617) 345-6077 E-Mail: dcooper@nixonpeabody.com August 23 , 2012 VIA FEDERAL EXPRESS OVERNIGHT MAIL Deborah Dachos Planning Director Town of Agawam Town Hall 36 Main Street Agawam, MA 01001 Dominic Urbinati Inspector Inspection Services Town of Agawam 1000 Suffield Street Agawam, MA 01001 Vincent Gioscia, Esq. Town Solicitor Town of Agawam Town Hall 36 Main Street Agawam, MA 01001 . Board of Appeals Town of Agawam Town Hall 36 Main Street Agawam, MA 01001 Re : T-Mobile and MetroPCS Wireless Facilities Proposed for 695 Cooper Street Dear Ms. Dachos and Messrs. Gioscia and Urbinati and Board of Appeals: T-Mobile USA, Inc. ("T-Mobile") and MetroPCS Massachusetts, LLC ("MetroPCS") have each filed applications for zoning approvals under the Agawam Zoning Ordinance for proposed wireless facilities to be located on an existing electric utility transmission structure owned by Western Massachusetts Electric Company ("WMECO") at 695 Cooper Street. Applications for Site Plan Review, a Special Permit and for a Dimensional Variance have been fi led, I represent all three companies for the purposes of these applications. This letter is about the Application for a Dimensional Variance. At the Team Meeting held on August 14,2012 which Debora}, Dachos, Michelle Chase and a representative of the Fire Department attended, the need for a dimensional variance was discussed, Ms Dachos expressing the option that a variance was not necessary. She asked that I send a copy of the decision of the Massachusetts Department of Public Utilities ("DPU") on WMECO's Greater Springfield Reliability Project ("GSRP"), which granted individual and comprehensive zoning exemptions for the GSRP Project from Agawam's Zoning Ordinance (as well as the other four J4lt7963.1 .... -rrl l. !)?'"'O if,>. .... tt .>i':-!:."",,' . '>\" " ~ ',' ii," :C'!'.,} f: " 1..·" ,. ".,,,, "'l:~. ~ , ~,~~"" ':~ ,.'.: "" " '.t· '·;':,-,;;o,'{;'J>.O AUG 24 l012 Deborah Dachos Vincent Gioscia, Esq. Dominic Urbinati Board of Appeals August 23, 2012 Page 2 • • municipalities' zoning ordinances) to her and the Town Solicitor, to allow informed discussion to take place. I am enclosing herewith a copy of the 18 pages which concern zoning from the 166- page DPU decision for each of you pursuant to her request. I am e-mailing an electronic copy of the complete decision to each of you, so you will have electronic access to the entire document, should you wish. I am also enclosing, only with Mr. Gioscia's letter, a copy of the Application for Dimensional Variance ofT-Mobile. I am only enclosing T-Mobile's because MetroPCS' is identical to T-Mobile's in substantive part, so the one copy can serve to inform him about both Applications. Ms Dachos, Mr. Urbinati and the Board of Appeals have previously received copies of both of the Applications per the filing process. The Variance Application is concerning Section 180-97 K of the Ordinance. Otherwise, the projects comply with all dimensional requirements of the Ordinance. That section specifies the minimum distance from the base of a telecommunications tower to any property line. The existing electric transmission structure does not comply with the distances specified in Section 180-97 K; of course, it does not need to comply. In telephone conversations I had with Mr. Urbinati, he advised me to file for a variance, stating that it was the Board of Appeals' decision whether a variance was required and, if so, whether to grant a variance. The Applications take the position that a variance is not required because Section 180-97 K is concerning telecommunication towers and the Project is not proposing to construct a telecommunications tower. The Application is for a collocation of wireless facilities at the top of an existing, already permitted, electric transmission structure. Therefore, my argument goes, Section 180-97 K is not applicable to the Project. The Applications do not rely on the zoning exemptions granted as previously discussed; however, that could be another reason a variance is not required. In the alternative, of course, the Application goes on to say that should it be decided that a variance is necessary, the Projects are entitled to variances for the reasons stated, which I will not repeat here. T-Mobile, MetroPCS and WMECO would prefer that the Town decide no variance is necessary, as that is our opinion, either based on the Ordinance, the GSRP exemptions or both. I believe the Special Permit and Variance Applications for both Companies will be heard by the Board of Appeals on either September 1 C or 24. I would be happy to discuss this matter with any or all of you, as you see fit, just let me know. Naturally, if you require further information, I will provide it upon request. 14117963_1 NIXON PEABODY LLP Deborah Dachos Vincent Gioscia, Esq. Dominic Urbinati Board of Appeals August 23, 2012 Page 3 DDC/mrnd Enclosure • cc: Jane Seidl, Esq. (w/o encl.) Kate Rugman (w/o encl.) 14117963.1 Gerry Squires (w/o encl.) Gerry Marquis (w/o encl.) Robert Dewees, Esq. (w/o encl.) • Very truly yours, Don~o~ NIXON PEABODY LLP • • EFSB 08-2/D.P.U. 08-105/08-\06 Page 126 VII. ZONING EXEMPTION AND SECTION 72 Pursuant to O.L. c. 40A, § 3, WMECo has requested individual and comprehensive zoning exemptions from the Town of Agawam, Town of West Springfield, City of Chicopee and City of Springfield Zoning Ordinances, and the Town of Ludlow Zoning Bylaws. In accordance with G.L. c. 164, § 72, WMECo is seeking adetermination that the proposed transmission facilities in the Towns of Agawam, West Springfield, and Ludlow and the Cities of Chicopee and Springfield are necessary and will serve the public convenience and be consistent with the public interest. A. Indi vidual Zoning Exemptions I. Standard of Review G.L. c. 40A, § 3 provides, in relevant part, that: Land or structures used, or to be used by a public service corporation may be exempted in particular respects from the operation of a zoning ordinance or by- law if, upon petition of the corporation, the [Department) shall, after notice given pursuant to section eleven and public hearing in the town or city, determine the exemptions required and find that the present or proposed use of the land or structure is reasonably necessary for the convenience or welfare of the public ... G.L. c. 164, § 69H. Thus, a petitioner seeking exemption from a local zoning by-law under G.L. c. 40A, § 3 must meet three criteria.87 First, the petitioner must qualify as a public service corporation. Save the Bay. Inc. v. Department of Public Utilities. 366 Mass. 667 (\975) ("Save the Bay"). Second, the petitioner must establish that it requires exemption from the zoning ordinance or by-law. Boston Gas Company. D.T.E. 00-24, at 3 (2001) ("Boston GaslDanvers"). Finally, the petitioner must demonstrate that its present or proposed use of the land or structure is reasonably necessary for the public convenience or welfare. Massachusetts 87 G.L. c. 40A, § 3 is a Department statute. The Department refers zoning exemption cases to the Siting Board for hearing and decision pursuant to G.L. c. 25, § 4. When deciding cases under a Department statute, the Siting Board has the power and the duty "to accept for review and approval or rejection any application, petition or matter related to the need for, construction of, or siting of facilities referred by the chairman of the department ... provided, however, that in reviewing such application, petition or matter, the board shall apply department and board standards in a consistent manner." • • EFSB 08-21D.P.U. 08-105/08-106 Electric Company, D.T.E. 01-77, at 4 (2002) ("MECo/Westford"); Tennessee Gas Pipeline Company, D.T.E. 01-57, at 3-4 (2002) ("Tennessee/Agawam"). 2. Public Service Corporation a. Standard of Review Page 127 In determining whether a petitioner qualifies as a "public service corporation" ("PSC") for the purposes ofG.L. c. 40A, § 3, the Massachusetts Supreme Judicial Court has stated: among the pertinent considerations are whether the corporation is organized pursuant to an appropriate franchise from the State to provide for a necessity or convenience to the general public which could not be furnished through the ordinary channels of private business; whether the corporation is subject to the requisite degree of governmental control and regulation; and the nature of the public benefit to be derived from the service provided. Save the Bay at 680. See also, Boston GaslDanvers at 3-4; Berkshire Power Development. Inc., D.P.U. 96-104, at 26-36 (1997). b. Analysis and Conclusion The Company is an electric company as defined by G.L. c. 164, § I and, as such, qualifies as a public service corporation (Exh. WMECo-4, at 3). New England Power Company, D.P.U. 09-27/09-28, at 7-8 (2010); WMECo/AWS at 7. Accordingly, the Siting Board finds that the Company is a public service corporation for the purposes of G. L. c. 40A, § 3. 3. Public Convenience or Welfare a. Standard of Review In determining whether the present or proposed use is reasonably necessary for the public convenience or welfare, the Department must balance the interests of the general public against the local interest. Save the Bay at 680; Town of Truro v. Department of Public Utilities, 365 Mass 407 (1979). Specifically, the Department is empowered and required to undertake "a broad and balanced consideration of all aspects of the general public interest and welfare and not merely [ make an] examination of the local and individual interests which might be affected." New York Central Railroad v. Department of Public Utilities, 347 Mass. 586, 592 (1964) • • EFSB 08-21D .P.U. 08-105/08-106 Page 128 ("NY Central RR"). When reviewing a petition for a zoning exemption under G.L. c. 40A, § 3, the Department is empowered and required to consider the public effects of the requested exemption in the State as a whole and upon the territory served by the applicant. Save the Bay at 685; NY Central RR at 592. Therefore, when making a determination as to whether a petitioner's present or proposed use is reasonably necessary for the public convenience or welfare, the Department examines: (1) the need for, or public benefits of, the present or proposed use; (2) the present or proposed use and any alternatives or alternative sites identified;88 and (3) the envirorunental impacts or any other impacts of the present or proposed use. The Department then balances the interests of the general public against the local interest and determines whether the present or proposed use of the land or structures is reasonably necessary for the convenience or welfare of the public. Boston Gas/Danvers at 2-6; MECo/Westford at 5-6; Tennessee/Agawam at 5-6; Tennessee Gas Pipeline Company, D.T.E. 98-33, at 4-5 (\998). b. Analysis With respect to need for, or public benefits of the GSRP, in Section III, the Siting Board finds that additional energy resources are needed for reliability of supply in Greater Springfield. Regarding project alternatives, in Section IV, the Siting Board analyzes a number of project approaches other than the GSRP that the Company might use to meet the reliability need and found that the proposed approach is preferable to other approaches. The Siting Board also reviewed the Company's route selection process in Section V.A and found that the Company applied a reasonable set of criteria for identifying and evaluating routes to ensure that no clearly superior route was missed. The Siting Board also compared the benefits of the Northern and 88 With respect to the particular site chosen by a petitioner, G.L. c. 40A, § 3 does not require the petitioner to demonstrate that its primary site is the best possible alternative, nor does the statute require the Department to consider and reject every possible alternative site presented. Rather, the availability of alternative sites, the efforts necessary to secure them, and the relative advantages and disadvantages of those sites are matters of fact bearing solely upon the main issue of whether the primary site is reasonably necessary for the convenience or welfare of the public. Martarano v. Department of Public Utilities, 401 Mass. 257,265 (1987); NY Central RR at 591. • • EFSB 08-21D.P.U. 08-\05/08-\06 Page 129 Southern Alternatives and concluded that the Northern Alternative is preferable to the Southern Alternative with respect to providing a reliable energy supply for the Commonwealth with a minimum impact on the environment at the lowest possible cost. Finally, regarding GSRP impacts, in Sections V.B and Sections V.F, the Siting Board reviews the environmental impacts of the proposed project and finds, while the GSRP may result in local adverse impacts, generally, with the implementation of certain mitigation and conditions; the impacts of the proposed project would be minimized. The Siting Board also finds that area residents will benefit from the GSRP as it will improve the reliability of electricity delivery. Based on the foregoing, the Siting Board finds that the general public interest in constructing the proposed project outweighs any adverse local impacts. Accordingly, the Siting Board finds that the proposed project is reasonably necessary for the convenience or welfare of the public. 4. Individual Exemptions Required a. Standard of Review In determining whether exemption from a particular provision of a zoning by-law is "required" for purposes of G.L. c. 40A, § 3, the Department looks to whether the exemption is necessary to allow construction or operation of the petitioner's project. See MECo/Westford at 4-5; Tennessee/Agawam D.T.E. 01-57, at 5; Western Massachusetts Electric Company. D.P.UID.T.E. 99-35, at 4,6-8 (1999); Tennessee Gas Company. D.P.U. 92-261, at 20-21 (1993).89 b. List of Exemptions Sought The Company seeks exemption from the following provisions of the Agawam, West 89 It is the petitioner's burden to identify the individual zoning provisions applicable to the proposed Project and then to establish on the record that exemption from each of those provisions is required: The Company is both in a better position to identify its needs, and has the responsibility to fully plead its own case ... The Department fully expects that, henceforth, all public service corporations seeking exemptions under c. 40A, § 3 will identify fully and in a timely manner all exemptions that are necessary for the corporation to proceed with its proposed activities, so that the Department is provided ample opportunity to investigate the need for the required exemptions. New York Cellular Geographic Service Area. Inc .. D.P.U. 94-44, at 18 (1995). • • EFSB 08-21D.P.U. 08-105/08-106 Page 130 Springfield, Chicopee and Springfield Zoning Ordinances and Ludlow Zoning Bylaw in order to construct and operate the proposed project. Table 12: Agawam Individual Exemptions Sought Zoning Exemption Requested Use Article II, § 180-17;Article III, § 180-23 Article VI, § 180-31 ;Article VII, § 180-37 Article VIII, § ISO-44;Article IX, § ISO-4S Article X,§ ISO-55;Article Xl § IS0-61 Height Regulations Article II, § ISO-17;Article III, § ISO-23 Article VI, § 180-31 ;Article VII, § 180-3 7 Article VIII, § ISO-44;Article IX, § 180-4S Article X, § ISO-55;Article XI , § ISO-61 Article VllI, § ISO-45; Article IX, § 180-49 Removal of Topsoil (Suppl. Regs) Article I, § ISO-SG Site Plan Approval Article I, § ISO-13 Vehicle Parking Article VIII, § ISO-46 Article IX, § ISO-50 LandscapIng Requirements Article IX, § ISO-53; Article X, § ISO- 60 Article XI, § ISO-66 Lot Coverage Article VIlI, § ISO-47 Article IX, § 180-5 I Fences (Sup pl. Rel!s) Article I, § ISO-SB • • EFSB 08-2/D.P.U. 08-105/08-106 Page 131 Table 13: West Springfield Individual Exemptions Sought Zoning Exemption Requested Uses Section V, 5.31, Table 5-1 Section V, 5.32, Table 5-2 Section V, 5.34, Table 5-3 Section V, 5035, Table 5-4 Heil/:bt ReKulations Section VI, Table 6-2 Site Plan Review Section XIII, 13.21 River Protection District Section VII, 7.0 Flood Hazard Overlay District Section VII, 7.3 OlT-Street ParkinI/: Section IX 9.028,9.029 Front, Side and Rear Yards Section VI, Tables 6-1 A through 6-1 J Landscapinl! -Mobile Home Districts Section IX, 9.71 Development Standards -Mobile Home Section IX, 9.8 Fences Section IX, 9.4 Table 14: Chicopee Individual Exemptions Sought Zoning Exemption Requested Uses Article IV, § 275-58; Article IV, § 275-59 Article IV, §275-60; Article IV, § 275-61 Article IV, §275-62; Article IV, § 275-65 Heigbt Regulations Article IV, § 275-52;Article IV,§ 275- 53 Article IV, § 275-58;Article IV, § 275-59 Article IV, § 275-60;Article IV, § 275-61 Article IV, § 275-62 Floodplain Zone Article VI § 275-64 Soil Removal and Landfill Article III, § 275-31 Site Plan Review Article II, § 275-6 OlT-Street Parking Article III, § 275-40 Setbacks Article IV, § 275-52;Article IV, § 275-53 Article IV, § 275-58;Article IV, § 275-59 Article IV, § 275-61;Article IV, § 275-62 Yards Article IV, § 275-52 Article IV, § 275-53 Rear and Side Yards in Business Districts Article IV, § 275-59 DJ Fences Article lII, ~ 275-44 Corner View Clearance Article III, * 275-33 Screening Article IV, § 275-62 • • EFSB 08-2/D.P.U. 08-105/08-106 Page 132 Table 15: Springfield Zoning Ordinance Zoning Exemption Requested Uses Article V, Section 50 I Height Regulations Article V, Section 503 Article XIV, Section 1402 Floodplain District Article XIV-A Soil Removal Article XV Section 1510.2 Off-Street Parking Article XVII Sections 1700, 1701 Off-Street Loading Article XVII Sections 1703, 1704 Public Street and Road Frontage And Article XV, Section 1502.1 Access Special ReRulatious for Industrial Districts Article XIV, Section 1404 Table 16: Ludlow Zoning Bylaw Zoning Exemption Requested Uses Section 1lI, 3.2.2 Stormwater Management Section V,5.5 Section VII, 7.2 Earth Removal Section VI, 6. I Floodplain Overlay Section V 5.0 Site Plan Approval Section VII, 7.1 Buildin£ Permit Section III, 3.0.1.1 Fences Section 1II, 3.0.4 Lots on Narrow Streets Section IV, 4.0.3 Front Yards Section IV, 4.0.1 and 4.0.7 Buffers StripslBuffer Areas Section IV 4.0.12 and 4.0.12(a) Parking Requirements Section VI, 6.4 Exhs. WMECo-4; WMECo-DDC-4 c. Community Input All of the communities along the Northern Alternative have written letters of support for the Siting Board's granting of both specific and comprehensive zoning exemptions (Exhs. EFSBZ- 1(8); EFSB-Z-2-SPOI(2); EFSB-Z-3(4); EFSB-Z-4(4); EFSB-Z-5(5); and WMECo-DDC-I). All oflhe communities along the Northern Alternative also have signed MOUs with WMECo, which include agreements regarding the zoning exemptions (Exhs. EFSB-Z-l-SPOl; EFSB-Z-2-SPOl; EFSB-Z-3-SPO l ; EFSB-Z-4-SPOI; EFSB-Z-5-SPOIO). In addition, the Company • • EFSB 08-2/D.P.U. 08-105/08-106 Page 133 conducted outreach to the city and town govemments (Exhs. EFSB-Z-I; EFSB-Z-2; EFSB-Z- 3; EFSB-Z-4; EFSB-Z-5; WMECo-lPF-3; WMECo-DDC-I). The Company maintained that it is the preference of the cities and towns for the Siting Board to grant all of the necessary zoning exemptions in order to lessen the burden that otherwise would be placed on the resources of the communities in the zoning process (Exh. EFSB_Z_34).90 d. Discussion The Company has identified the above-described provisions of the Agawam, West Springfield, Chicopee and Springfield Zoning Ordinances and Ludlow Zoning Bylaw from which it seeks exemption to minimize delay in the construction and ultimate operation of the proposed project. The proposed project may not be an allowable use under the Agawam, West Springfield, and Chicopee Zoning Ordinances; and Public Utility Use requires Site Plan approval under Ludlow Zoning Bylaw (Exhs. WMECo-4, at 16, 19,35,43). Use variances are not allowed under the Agawam, Chicopee and Springfield Zoning Ordinances. Further, while use variances are allowed under the West Springfield Zoning Ordinance, the Siting Board concurs with the Company that obtaining a variance can cause undue delays and subject the project to a difficult legal standard to meet and uphold in court (Exh. WMECo-4, at 16). The Siting Board concludes the same factors apply to provisions for the Flood Hazard Overlay and River Protection Districts in Springfield; the and Floodplain Overlay District in Chicopee; fencing and setbacks for substations, switching stations, and/or access roads in Agawam, Chicopee, Springfield, Ludlow 90 The Company filed its Zoning Exemption Petition before the issuance of Russell T -Line. See NSTAR Electric Company. D.P.U. 08-1, at 34-35 (2009). The Siting Board notes, however, that WMECo's actions here with respect to the cities and towns are consistent with the spirit and intent of EFSB 07-4 regarding communications with municipalities before filing zoning exemption petitions with the Siting Board. For instance, prior to filing the Zoning Exemption Petition, WMECo consulted with each municipality, informing each about the project and WMECo's plan to file for zoning exemptions from the Siting Board (Exhs. EFSB-Z-I; EFSB-Z-2; EFSB-Z-3; EFSB-Z-4; EFSB-Z- 5). WMECo made a good faith effort to accommodate the reasonable recommendations of the municipalities with respect to the project. Moreover, as evidenced by the execution of the MOUs, each municipality has expressed support for the Zoning Exemption Petition. • • EFSB 08-21D.P.U. 08-105/08-106 Page 134 and West Springfield; public street and road frontage access in Springfield; and landscaping and development standards for mobile home parks in West Springfield, given the potential necessity for variances under those provisions (Exh. WMECo-4, ~~ 33A, 468, 67B, 78 , 90, 90B, 90C, 90E,90F) The Siting Board notes that there is uncertainty for a number of these issues in each municipality as to whether: referenced height, parking and loading regulations, landscaping, lot coverage, comer view clearance, setbacks for transmission lines, screening, front yards, side and rear setbacks and yards, buffer strips and buffer areas, lots on narrow streets, and building permit requirements apply to the proposed project (Exh. WMECo-4, ~~ 30, 31, 33B, 36, 37, 39,40,43, 46A, 46C, 460, 46E, 48,52,53,54,55,62, 67C, 670, 67E, 70, 71, 75, 76, 79, 80, 88, 900). If the provisions were to apply to the public utility use, the proposed project would exceed the height, lot coverage, fencing, setback regulations and would not meet the parking and loading, landscaping, buffer, and perhaps building permit requirements. While variances for height, parking and loading regulations, landscaping, lot coverage, comer view clearance, setbacks for transmission lines, screening, front yards, side and rear setbacks, buffer strips and buffer areas, screening and building permits are not prohibited under any of the zoning ordinances, obtaining a variance can cause undue delays and subject the project to a difficult legal standard. With regard to the provisions relating to the permitting and reviews needed for removal of topsoil, adherence to stormwater management, locating in a floodplain zone, and site plan review, the Company maintains that exemptions are required as such reviews could cause delay and could result in burdensome or restrictive conditions that may interfere with established utility standards for safety and reliability (Exhs. WMECo-4, at ~~ 33, 41, 44, 45, 46,56,65,66, 67,73,74,80,89; EFSB-Z-33). The Siting Board acknowledges that while these provisions do not on their face prevent the development of the proposed project, there is some likelihood that these provisions would result in an adverse outcome, a burdensome requirement, or an unnecessary delay as part of zoning review. The Siting Board finds that the substantive sections of the Agawam, West Springfield, Chicopee and Springfield Zoning Ordinances, and the Ludlow Zoning Bylaw included in Tables 12 through 16 above, would or could affect the Company's ability to implement the project as • • EFSB 08-2/D.P.U. 08-105/08-106 Page 135 proposed. Accordingly, the Siting Board finds that WMECo has demonstrated that the requested zoning exemptions are required pursuant to G.L. c. 40A, § 3. 5. Conclusion on Request for Individual Zoning Exemptions As described above, the Siting Board finds that: (1) WMECo is a public service corporation; (2) the proposed use is reasonably nec;essary for the public convenience or welfare; and (3) the specifically named zoning exemptions, as identified by WMECo, are required for purposes ofG.L. c. 40A, § 3. There are a number of cities and towns affected by this project, each of which has expressed support for the requested zoning exemptions. Such support followed extensive outreach to the municipalities by the Company. Accordingly, we grant the Company's request for the individual zoning exemptions listed above in Tables 12 through 16. B. Request for Comprehensive Zoning Exemptions 1. Standard of Review The Company has requested a comprehensive exemption from the Agawam, West Springfield, Chicopee and Springfield Zoning Ordinances and Ludlow Zoning Bylaw. The Siting Board will grant such requests on a case-by-case basis and only where the applicant demonstrates that issuance of a comprehensive exemption could avoid substantial public harm by serving to prevent a delay in the construction and operation of the proposed use. Russell T Line at 72; WMECo, D.P.U . 09-24/09-25, at 34; NEP, D.P.U. 09-27/09-28, at 48. 2. The Company's Position In addition to the individual exemptions stated above, the Company requests comprehensive zoning exemptions (Exh. WMECO-4, at 1).91 WMECo asserts that granting 91 Section 9.6 of the West Springfield Zoning Ordinance refers to Environmental Performance Standards, which address impacts relating to: dust, dirt, fly ash and smoke; odors; gases and fumes; noise; vibration; wastes; light, glare and heat; and, danger (Exh. WMECO-4, App. 2 at 9-28). Section 1511 of the Springfield Zoning Ordinance refers to Prohibited Uses and Performance Standards, which address impacts relating to: air pollution, water pollution, noise, vibration, nuisance odors, heat and glare, insects and rodents, and wastes and refuse (Exh.WMECO-4, App. 3 at XV-IO). Section 9.6 contains exceptions for noise and vibration associated with construction activities (Exhs. • • EFSB 08-21D.P.U. 08-105/08-106 Page 136 comprehensive exemptions is appropriate because the need for the proposed project is immediate, numerous exemptions are required, and any possible delays in project implementation could result in public harm (id. at ~~ 137, 139). The Company maintains that the zoning relief that would be needed to construct the proposed project is extensive and complex. (Exh. WMECo-4, at 76; Tr. 20, 3463-3465). By nature, the local zoning process is unsuited to large, multi-community infrastructure projects (Exh. EFSB-Z-33). The Company asserts that a comprehensive exemption is necessary to assure the uniformity of zoning relief in all of the 30 different zoning districts in the five municipalities (Tr. 20, at 3445-3446). According to WMECo, absent comprehensive zoning exemptions, the project could be delayed for numerous reasons including necessary project changes during construction or differing interpretation of zoning requirements by local officials, either of which could require further zoning review and subsequent court appeals (Exh. WMECo-4, at ~~ 141, 142; Tr. 20, at 3427, 3447, 3449-3452). WMECo also asserts that project delays could result if a Town changes its Zoning Ordinances during project construction (Exh. WMECO-2, at ~ 144). The Company concludes that the need to commence the construction of the proposed reliability project without undue delay warrants the issuance of comprehensive zoning exemptions Cid. at ~ 145). 3. Analysis and Findings Here, as discussed in Sections III and IV, above, the record shows that the GRSP is needed to address reliability of supply in Greater Springfield, and that there is a need for additional resources in Greater Springfield in order to meet reliability criteria. The Siting Board also notes that each city and town has expressed support for the Siting Board's issuance of comprehensive zoning exemptions from the municipalities' Zoning Ordinances. Such support followed extensive outreach to the municipalities by the Company. Specifically, prior to filing the Zoning Exemption Petition, the Company consulted with each municipality, informing each WMECO-4, App. 2 at 9-28; EFSB-Z-ll). The Company asserts that its activities for the proposed project would meet both municipalities' Performance Standards during construction and operation, and therefore, it did not request an individual exemption from these sections (Exh. EFSB-Z-IO). • • EFSB 08-21D.P.U. 08-105/08-106 Page 137 about the project and the Company's plan to seek comprehensive zoning exemptions from the Siting Board, which efforts resulted in the execution of the MOUs. In addition, there is no opposition to the issuance of comprehensive exemptions in this case. A comprehensive exemption also will ensure uniformity in the development of a large project that spans five municipalities. Based on a consideration of the above case-specific circumstances, and with implementation of the conditions set forth below in Section IX, the Siting Board finds that given the existing need for new resources in Greater Springfield, moving this reliability-based project forward could avoid substantial public harm and is in the public interest. However, as noted above, the Environmental Performance Standards of the West Springfield Zoning Ordinance Section 9.6, and Environmental Performance Standards of the Springfield Zoning Ordinance Section 1511 regulate not only the nature and characteristics of the facility to be constructed, but also the on-going operation of the proposed facility. Were the Siting Board to grant a comprehensive zoning exemption from the West Springfield Zoning Ordinance and the Springfield Zoning Ordinance, local zoning control over relevant environmental considerations listed in Section 9.6 and Section 1511, respectively, would no longer be applicable to the on-going operation of the proposed facility. See Braintree Electric Light Department, 16 DOMSB 78, at 186-187 (2008). The Company has testified that it is able to meet the requirements of both Section 9.6, and Section 1511, and further that Section 9.6 contains exceptions for impacts associa!ed with noise and vibration during construction, and that it is a matter of interpretation whether or not Section 1511 applies to temporary conditions during construction (Exh. EFSB-Z-IO; Tr. 20, at 3470, 3473). Accordingly, the Siting Board approves WMECo's request for comprehensive exemptions from the Town of Agawam, Town of West Springfield, City of Chicopee and City of Springfield Zoning Ordinances, and the Town of Ludlow Zoning Bylaws, with the exception related to the enforcement of Section 9.6 of the West Springfield Zoning Ordinance and Section 1511 of the Springfield Zoning Ordinance. These comprehensive exemptions shall apply to the construction and operation of the proposed facility as described herein, to the extent applicable. See Planning Bd. of Braintree v. Department of Public Utilities, 420 Mass. 22, at 29 (1995). • • EFSB 08-21D.P.U. 08-105/08-106 Page 138 C. Decision on G.L. c. 40A. § 3 The Siting Board finds pursuant to G.L. c. 40A, § 3 that construction and operation of the Company's proposed facility is reasonably necessary for the public convenience or welfare of the pUblic. Accordingly, subject to the conditions set forth in Section IX, below, the Siting Board approves the Company's petition for an exemption from the provisions of the Town of Agawam, Town of West Springfield, City of Chicopee and City of Springfield Zoning Ordinances, and the Town of Ludlow Zoning Bylaws set forth in Tables 12 through 16, above. The Siting Board further approves the Company's petition for comprehensive exemptions from the Town of Agawam, Town of West Springfield, City of Chicopee and City of Springfield Zoning Ordinances, and the Town of Ludlow Zoning Bylaws, with the exception related to the enforcement of Section 9.6 of the West Springfield Zoning Ordinance and Section 1511 of the Springfield Zoning Ordinance. D. Analysis under G.L. c. 164. § 72 I. Standard of Review G. L. c. 164, § 72, requires, in relevant part, that an electric company seeking approval to construct a transmission line must file with the Department a petition for "authority to construct and use ... a line for the transmission of electricity for distribution in some definite area or for supplying electricity to itself or to another electric company or to a municipal lighting plant for distnbution and sale ... and shall represent that such line will or does serve the public convenience and is consistent with the public interest. ... The [D]epartment, after notice and a public hearing in one or more of the towns affected, may determine that said line is necessary for the purpose alleged, and will serve the public convenience and is consistent with the public interest. ,,92 92 Pursuant to G.L. c. 164, § 72, the electric company must file with its petition a general description of the transmission line, a map or plan showing its general location, an estimate showing in reasonable detail the cost of the line, and such additional maps and information as the [Siting Board] requires. • • ·Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 August 17,2012 T-Mobile, USA, Inc. 15 Commerce Way Norton, MA 02766 To Whom It May Concern: At its duly called meeting held on August 16, 2012, the Agawam Planning Board voted to approve the Site Plan entitled "4SH-0276-B, WMECO Mill Street, Agawam, 695 Cooper Street, Agawam, MA 01001; Prepared for I-Mobile; Prepared by: Chappell Engineering Associates, LLC, latest revision date: 7/27/12 with the condition that a revised landscaping plan be provided. If you have any questions, please contact this office at (413) 786-0400, extension 8738. Sincerely, ~ ;e -rOJ...c-:l>-€..o5 ~ ~.4' Q Mark R. Paleologopoulos, Acting Chairman AGAWAM PLANNING BOARD MRPIDSD:prk Cc: ZBA ~ .... ;, ... .... ;..: > c: <n ..... :too 3: Bldg. Depi. Eng. Dept. Town Clerk File -.. ~ ~. t ;p -'7" . ." ~ .... }:"'" CJ -s. :Po :r:,-->r. -7) ~:x J:{/; 1>0 -r. ..,., n '" • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE RECEIVED: August 9. 2012 DATE: August 16. 2012 DISTRIBUTION DATE: August 13. 2012 PLANNING BOARD MEETING DATE: August 16. 2012 APPLICANT INFORMATION 1. Name of Business: T-Mobile. USA. Inc. (contact: Donald Cooper, Esq.) Address: 15 Commerce Way. Norton, MA 2. Owner: WMECO Address: P.O. Box 270. Hartford. CT 06141 Telephone: 617-345-6077 Fax: 866-368-6629 3. Engineer; Chappell Engineering Assoc.. LLC Address: 201 Boston Post Road West. Suite 301. Marlborough. MA 01752 Telephone: 508-481-7400 Fax: 508-481-7406 'PIAN REVIEW Scale: 1" = 20' Date: 7/30/12 Title Block (Street Address, Applicant's Name, Address, Scale. Name of Preparer of Plan): O.K. Description of Project: Proposed relocation of six (6) panel antennas which formerly were located on an electric transmission utility structure which has been removed to the . . new structure. -------' Site Plan Review Page 2 • • Description of Site: Currently disturbed utility easement. No filing with the Conservation Commission necessary. Provision for Traffic Flow: Proposed 10' driveway from Cooper Street. Parking: N .A. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Landscaping should be shown to screen abutter's property to the east. Sign Location: N.A. Exterior Lighting: N.A. Rendering or Elevations: O.K. Dumpster Location: N.A. Other Comments or Concerns: To: cc: From: Date: • Planning File Engineering August 15,2012 • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821-0600 • Fax (413) 821-0631 Christopher J. Golba -Superintendent MEMORANDUM Subject: Site Plan -·MetroPCS -SP 570 We have reviewed the site plan entitled: ·SPM0098F WMECO Mill Street, Agawam -Westem Mass Electric Company -STR. #316 -695 Cooper Street, Agawam, MA 01001; Prepared for: metroPCS; Prepared by: Chappell Engineering Associates, LLC; Scale: 1"=20'; Latest Rev.: 7130/12". From the proposed information shown on the submitted site plan, it appears that there will be negligible Impact to the present storm drainage scenario and we approve this plan. If you have any questions, please do not hesitate to contact our division. Sincerely, Civil Engineer I S:1SPI670 UETROPCS'DI.DOC ~CL Michelle C. Chase, P.E. Town Engineer • • MEMO TO: Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan - T Mobile -Cooper Street DATE: August 13,2012 Please review and comment on the attached Site Plan for T Mobile on Cooper Street prior to the Board's August 16'" meeting. This item is scheduled for the August 14th Team Meeting. Thank you. DSD:prk DATE: TO: FROM: RE: • August 9, 2012 Planning Board Board of Appeals Town of Agawam Board of Appeals 36 Main Street Agawam, MA 01001 MEMO Site Plans for: T-Mobile 695 Cooper Street • Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date, we will assume that you have no objections. , • • NIXON PEABOD'hLP 100 Summer Street Boston, Massachusetts 02110-2131 (617) 345-1000 Fax: (617) 345-1300 Donald D. Cooper Direct Dial: (617) 345-6077 E-Mail: dcooper@nixonpeabody.com August 2, 2012 VIA FEDERAL EXPRESS -NEXT DAY DELIVERY lnspectional Services Department Town of Agawam 1000 Suffield Street Agawam, MA 01001 Re: Filings to Board of Appeals and Planning Board for T-Mobile USA, Inc. re: 695 Cooper Street Dear Inspection Services: Enclosed for filing on behalf of T -Mobile USA, Inc. are the following: 1. An Application for a Special P t to the Board of Appeals -there are three (3) copies of the Application Packa ,nineteen (19) copies of the Site Plans (of nine pages each) of which five (5) are 2' 36" in size and the remaining fourteen (14) are 11" x 17" in size, and a check fi e $250 filing fee. 2. An Application for Site Plan Review to the Planning Board -there are three (3) copies of the Application Package. It is my understanding that ten (10) copies of the Site Plans furnished with the Special Permit Application will be sent to the Planning Board for their use. 3. An Application for a Dimensio Variance to the Board of Appeals -there are three (3) copies of the Applicatio age, complete with plans, sixteen (16) additional copies of the plan (all plans II" x 17" in size) and a check for the $250 filing fee. ~ 4. Twelve (12) copies of Sheets C-I and C-2 for a Team Review. I understand you will distribute the applications and plans to The Board as appropriate. 14089894.1 • Inspectional Services Department August 2, 2012 Page 2 • I am representing both T -Mobile and MetroPCS regarding zoning relief for wireless facilities at 695 Cooper Street. Based on communications with Mr. Urbinati and both companies, the Boards should consider T -Mobile's applications first and then MetroPCS'. The hearings can be on the same nights. MetroPCS' filings have been hand delivered to the Town under separate cover. Also, attached is a letter of authorization from Western Massachusetts Electric Co. ("WMECO") to the Boards authorizing MetroPCS to seek zoning relief. I have been in communication with Jennifer Bonfiglio and Deborah Dachos and am ofthe understanding that for both T-Mobile and MetroPCS the Team Meeting will be on August 14th, the Planning Board hearing on August 16th and the Board of Appeals hearing on September 10th. Note that the above is being sent in three Fed Ex containers. If there are any additional copies of applications or plans which you need, or have any questions, I am the contact person for both applications. DDC/mbw Enclosure Sincerely, D~c~per~ cc: Jane Seidl, Esq. (w/enclosure, by electronic mail) Kate Rugmam, Esq. (w/enclosure, by electronic mail) Gerry Squires (w/enc1osure, by electronic mail) Garry Marquis (w/enc1osure, by electronic mail) \4089894.1 NIXON PEABODY llP ,. • • Letter of Authorization From WMECO Regarding MetroPCS Zoning Filings • Western Ma8llachusetts Electric Board of Appeals Town of Agawam Agawam Town Hall 36 Main St Agawam, MA 01001 Planning Board Town of Agawam Agawam Town Hall 36 Main St Agawam, MA 01001 . , • 107 Selden Street. Berlin, CT 06097 NoJ1ileSlt Utilities Service Company P.O, Dox 270 B&.rtford, CT 06 LoI}·0270 (860) 685-6000 wwW.nU.COlD Re: Consent of Owner of Property at 695 Cooper Street Dear Ladies and Gentlemen: Western Massachusetts Electric Company (''WMECO'') is the owner of the property at 695 Cooper Street and the utility transmission structure located at that address, identified as Utility Structure # 316. WMECO is aware that MetroPCS Massachusetts, LLC is applying for a special permit, site plan approval and certain variances from the Board of Appeals and the Planning Board, as appropriate, for proposed personal wireless service facilities at that address. WMECO has been informed by MetroPCS of its design for the proposed facilities and proposed use of said WMECO property. WMECO hereby consents to those applications for the purposes of the Boards' reviewing and acting upon them. Please address any inquiries in this regard to our representative, Donald D. Cooper, Esq., Nixon Peabody, LLP, 100 Summer Street, Boston, MA 02110, (617) 345·6077, dcooper@nixonpeahody.com. Sincerely, QJ~ We.stern Massachusetts Electric Co. BY:Vf1-',Q ~A"'> Its: ~ NIXON PEABOD~LP A TT ORN I;YS A T t~\W 100 Summer Street Boston, Massachusetts 02110-2131 (617) 345-1000 Fax: (617) 345-1300 Donald D. Cooper Direct Dial: (617) 345-6077 Direct Fax: (866) 368-6629 E-Mail: dcooper@nixonpeabody.com August 9, 2012 VIA FEDERAL EXPRESS, NEXT DAY DELIVERY Deborah Dachos Planning Director Town of Agawam Town Hall 36 Main Street Agawam, MA 01001 Re: T -Mobile and MetroPCS Wireless Facilities at 695 Cooper Street Dear Director Dachos: In our telephone conversation today, we discussed the above-referenced T -Mobile and MetroPCS applications for Site Plan Review and for a Dimensional Variance. You told me there is a Team Meeting on each on Tuesday August 14 at I :00 PM and hearings before the Planning Board for Site Plan Review on Thursday August 16, with the meeting starting at 6:30 PM. I will be at each. On the Site Plan Review, I mentioned that the on-line agenda only mentions MetroPCS. You said you would check regarding the notice of the hearing, to make sure that it includes T-Mobile also. I am assuming we will discuss both companies' filings at the Team Meeting and the Hearing, since they are virtually identical. I think it makes sense to discuss T-Mobile first, since T-Mobile facilities are already present at the site. In case the three copies ofT-Mobile's Site Plan Review application did not make it to you from the Inspection Services Office (I filed by mail, arriving last Friday), I am including an extra copy of that filing herewith. The Inspection Services Office should have received the nineteen copies of the plans and all the applications in triplicate, as required. On the Variance Application for T-Mobile, I am also including a copy for you. As I mentioned to you on the telephone, I do not believe a variance is required. If you open the Application to the 5th page, the page entitled "Description of the Proposed Use and Reasons for Variance," you will see the first subtitle on that page is "Preliminary Ouestion -Is a Variance Necessary?" where I make the argument that no variance is necesML.~~.EtlVErf 14098209.1 08/09/12 JlJlr:: u ~ LU 'J2 Deborah Dachos August 9, 2012 Page 2 Mr. Urbinati's direction that it is the Board of Appeals which should make this decision, and so have submitted this application. However, if it is the Town's opinion that no variance is necessary, I will withdraw the applications. Perhaps we can discuss this at the Team Meeting on Tuesday. If you need anything else from me on either T-Mobile's or MetroPCS' applications, let me know. Very truly yours, fA.-(I /9r).,fY ~ Donald D. C~;r - DDC/mmd Enclosures cc: Jennifer Bonfiglio, Agawam Board of Appeals (w/o enclosures, via Federal Express, next day delivery) 14098209.1 08/09112 Gerry Marquis, T-Mobile (w/o enclosures, via e-mail) Gerry Squires, MetroPCS (w/o enclosures, via e-mail) Kate Rugman, Esq. (w/o enclosures (via e-mail) NIXON PEABODY LLP I I I I I I I I I I I I I I I I I I I Applicant: Location: 14071951.1 Planning Board Town of Agawam, Massachusetts Application for Site Plan Approval Wireless Communications Facility T-Mobile USA, Inc. (The Applicant) 15 Commerce Way Norton, MA 02786 Western Massachusetts Electric Company (nWMEcon) Utility Structure # 316 695 Cooper Street, Agawam, MA Assessors ID: Map Hll , Block 3, Lot 1 Zoning District: Residence A-2 & Agricultural I I I I I I I I I I I I I I I I I I I Title Page Table of Contents Application for Site Plan Approval Contact Information TABLE OF CONTENTS Brief Description of the Proposed Project Exhibit 1 -Special Permit granted for existing T -Mobile facilities Exhibit 2 -Affidavit of Anna Adkins Exhibit 3 -Site Plans Certified Copy of Deed Letter of Authorization ("LOA") from WMECO, as owner of 695 Cooper Street 14071951.1 I I I I I I I I I I I I I I I I I I I TOWN OF AGAWAM, MASSACHUSETTS FORMD Application for Site Plan Approval Please complete the following form and return it and ten (10) copies of the Site Plan to: Agawam Inspection Services 1000 Suffield Street Agawam, MA 01001 ____ ~A=u~g~u=s=t~3~ _______ .20~12~_ I. Name of Business! Applicant T-Mobile, USA, Inc. Address 15 Commerce Way, Norton, MA Phone # (a60) 692-7123 Fax # _____________ email hans. fiedler@t-mobile.com 2. Name of ApplicantJOwnerof Land Western Massachusetts El petri C Co Address P.O. Box 270, Hartford, CT 06141 Phone # see contact Fax # email information attached ------------- 3. Name ofEngineer/Architect Chappell Engineering Associates. LLC Address 201 Boston Post Road West, Suite 301, Marlborough, MA 01752 Phone# (508) 481-7400 Fax # (508) 481-7406 email jfitzgerald@chappellengineering.col 4. Please give a brief description of the proposed project: see attached description I I I I I I I I I I I I I I I I I I I Contact Information Any communications regarding this Site Plan Approval should be directed to: 14Q46504,1 Donald D. Cooper, Esq. Nixon Peabody LLP 100 Summer Street Boston, MA 02110-2131 Telephone: 617-345-6077 Fax: 866-368-6629 Email: dcooper@nixonpeabody.com I I I I I I I I I I I I I I I I I I I BRIEF PROJECT DESCRIPTION FOR SITE PLAN APPROVAL T-Mobile has a current wireless facility located on a Western Massachusetts Electric Company ("WMECO") transmission structure on a WMECO right-of-way adjacent to 695 Cooper Street. The prior zoning approval it received for that facility (a special permit) is attached hereto as Exhibit I. That facility must be moved due to improvements to the electric grid, which involves replacing the existing electric transmission line at that location and adding a second transmission line. Those improvements have been approved by the Massachusetts Department of Public Utilities as part of the Greater Springfield Reliability Project ("GSRP"). Involved with those improvements is the removal of the transmission structure the T -Mobile facility is located on. T-Mobile proposes to install six (6) panel antennas on the new electric transmission utility structure ('Structure 316") located about 200 feetaway from the present location at 695 Cooper Street and to place related ground equipment within a fenced compound area at the base of the utility structure. Structure 316 is to be constructed as a component of the already permitted GSRP. GSRP received comprehensive zoning exemptions from the Massachusetts Department of Public Utilities. Therefore, the placement and transmission portion of Structure 316 is not subject to zoning review. Structure 316 itself is 147 feet in height. The structure will be extended by 20 feet to accommodate two carriers' wireless equipment, to a total height of 167 feet, which is 23 feet lower than the maximum permissible cell tower height in the Ordinance of 190 feet. The Applicant seeks to add the six (6) antennas at a height of 154 feet on Structure 316. Three of the antennas will be added promptly upon approval and the remaining three as demand requires. As discussed in the affidavit of Anna Adkins, T-Mobile's radio frequency engineer, attached hereto as Exhibit 2, the Applicant requires the proposed height to achieve acceptable coverage in the targeted area. Installation of the proposed facility on the already permitted utility structure will eliminate the need for an additional special purpose wireless tower in the vicinity. Also present on 695 Cooper Street is a second electric transmission line and utility structure which is not involved with this application or the wireless facilities in any way. The utility tower for that line is taller in height and closer to the nearest building on abutting property than is Structure 316. As shown on the nine-page Site Plans entitled Site Name: 4SH-0276-B WMECO Mill Street Agawam 695 Cooper Street Agawam 01001, attached hereto as Exhibit 3 (the "Site Plans"), there will be an 18-foot by 30-foot fenced equipment area containing both carriers' ground-based equipment adjacent to Structure 316. Within that fenced equipment area, T- Mobile will have a 15-foot by 16-foot area for its equipment cabinets. The antennas will be connected to the equipment cabinets by coaxial cable contained within Structure 316 and then running underground to the T-Mobile equipment area. In the T-Mobile area will be located a maximum of three (3) base transceiver station ("BTS") cabinets with booster cabinets, one (I) battery back-up cabinet and one (I) PowerlTelco cabinet. The Applicant will install one global positioning system ("GPS") antenna mounted to the ice bridge near the BTS cabinets within the area. After installation, the wireless facilities will be unmanned and will only require biweekly visits from maintenance personnel who will inspect the facility to ensure it remains in good working order. The only utilities required to operate this facility are standard 120 -volt electrical 14088458.1 I I I I I I I I I I I I I I I I I I I power and telephone service. The facility will comply with all applicable local, state and federal safety rules and regulations. T -Mobile is also requesting a special permit and a determination on the need for a dimensional variance from the Agawam Zoning Board of Appeals. (remainder of page intentionally left blank) 14088458.1 I I I I I I I I I I I I I I I I I I I Respectfully submitted, T-Mobile USA, Inc. B): ~G,g!:qlli l1al:.'W;4., ,-__ _ Itsd' -' ,-,-,';.C..-" ~,,-.c;. oJ -" '" '~i,"" 1;1038458,1 I m x I 2" g ... I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Exhibit 1 -Special Pennit granted for existing T-Mobile Facilities 14071951.1 I I I I I I I I I I I I I I I I I I I TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MA 01001 DECISlON OF BOARD OF APPEALS ci VI Petition of: Onmipoint Holdings, Inc. :-; ;: .. ' ~P=re::m~i-::-se:::s:-:a~ffi:;::e::c::te:-:;d;-: ;:6;;-95;-;:C:-:oo--p:::er-:S~tr-e-e-:"t -------------------e.,;.',., -:'.-c. ~~~~~n.o----------------------------------~~~-~~: Date: March 28, 200S ~, ~ ~--~~~----------------------------------------------~~~~~ Case #: 1735 t~ ~ " The Agawam Board of Appeals conducted a public hearing on March 14,2005 and March 28, 2005, at the Library Conference Room, Agawam Public Library, 750 Cooper Street, Agawam, MA, for all parties interested in the appeal of a Special Permit in accordance with Sections 180- 90 through 180-103 of the Zoning Ordinances, which would allow for the installation of wireless communication antennas and equipment to an existing utility tower at the premises identified as 695 Cooper Street. After the public hearing, and after a thorough review of the facts presented, the Agawam Board of Appeals made the following findings: I. 2. 3. 4. 5. 6. 7. 8. 9. 10. ll. 12. The subject property is located in an area of Town zoned Residential A-2. The subject property does not lie withing the Town's Wireless Telecommunications Overlay District. Section 180-94 allows wireless telecommunications facilities in all districts of the town, by Special Permit, which are to be mounted on top of an existing structure. Section 180-97 (J) allows a beight increase of not more than twenty (20') feet for a personal wireless service facility located on electric transmission and distribution towers. The petitioner wishes to co-locate their antennas on an existing power utility tower on property owned by the Western Massachusetts Electric Company. The addition of the proposed antenna to the existing utility tower will increase the height by ten (10') feet. An independent consultant, chosen by this Board, was hired to review the information submitted by the petitioner. The petitioner has shown that it is unable to utilize its existing facility and tower sites in and around the Town of Agawam. The proposed tower/facility will not have an undue adverse impact on historic resources, scenic views, residential property values, natural or man-made resources. The petitioner has agreed to implement all reasonable measures to mitigate the potential adverse impacts of the tower/facility. The proposed tower/facility shall comply with FCC96-326 and any and all other applicable FCC regulations regarding emissions of electromagnetic radiation and a monitoring program is in place. The subject .pr is an appropriate location for such a use. ~$.L? . -'-/ _ /..t( n <; J /'0/;0 <2c; 5 I I I I I I I I I I I I I I I I I I I Pagel Omnipoint Holdings, Inc. Case #1735 , 13. 14. The proposed use, subject to the conditions set forth herein, will not adversely affect the health, safety or property values of the neighborhood. The proposed use, subject to the conditions set forth herein, will impose adequate and appropriate facilities and controls for the safe operation of this use. Based on its findings, the Board is of the opinion that the granting of the requested Special Permit is within the authority of the Board of Appeals as stated under Section I &0-90 through 180-103 of the Zoning Ordinances. Therefore, by a unanimous vote of its three members,· the Zoning Board of Appeals hereby grants the petitioner a Special Permit to co-locate on an existing power stanchion subject to the following conditions: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. II. The tower/facility shall be constructed according to the plans submitted and signed by the members of this Board, entitled "WMECO-AGAW AM, site number 48H0276B by Clough, Harbour & Associates, LLP, dated February 18, 2005. The petitioner shall post a "Removal Performance Guaranty" in the form of a cash bond. Such bond shall be agreed upon between the petitioners and this Board before the issuance of this Special Permit. The costs necessary to obtain estimates for the removal/demolition shall be borne by the petitioner. The petitioner shall provide a certificate of insurance to this Board before the issuance of this Special Permit. This certificate of insurance shall be submitted to the Planning Board on an annual basis showing proof of insurance against damages to person or property. The petitioner must meet with this Board every five (5) years to review, and ifnec~ssary, adjust the monetary amounts originally specified under Conditions #2 and #3. The petitioner shall notify this Board ninety (90) days prior to each subsequent five (5) year period. _ This personal wireless tower/facility shall be removed if said tower/facility ceases to 5i operate for a period of one (I) year. . " The petitioner will immediately notify the Town if its license/permit from the Federal '" Communications Commission is revoked. ,,~ The petitioner shall demonstrate annually that it complies with any and all federal, stat!;., and local laws, rules and regulations. =-~ There will be no lighting of the tower unless required by the Federal Aviation t. W Administration, ~ The color of the proposed antennas and poles shall be the same as the power stanchion on which they are to be located. The petitioner shall file with the Hampden County Registry of Deeds a "Notice of Special Permit" form, which shall be provided by this Board and proof of said filing shall be submitted to this Board and to the Inspector of Buildings. This Special Permit shall become null and void if construction does not commence within two (2) years from the date of this decision. [bg,,, 0. /k l'ly Doreen Prouty .$1 J~ : . ..- ':..~ .-::. 'J': ::..: U')_ ,- rn I I I I I I I I I I I I I I I I I I I THE COMMONWEALTH OF MASSACHUSETTS ClTYOR TOWN BOARD OF APPEALS Date March 28, 2005 NOTICE OF VARIANCE I SPECIAL PERMIT Conditional or Limited Variance or Special Permit (General Laws Chapter 4OA, Section 18 as amended) Nodce I. hereby given that a Conditional or Umited. or Spedal Pertn1t has been granted To: Omnipoint Holdings, Inc. Ow.-or Petitioner Addresa: 100 Filley Street City or Town Bloomfjeld. CT 06002 695 Cooper Stre~t !dUltify Land Affected. by the City I Town of Agawam Board of APpeal. affecting the rights of the ~ with re~t to the use of premise. on: . 695 Cooper Street. Agawam Street City or Town the record title .tanding in the name of: Western Massachusetts Electric Company whoote addres. I.: 300 Cadwell Drlye. Springfield. MA 01104 Street CIty or Town State by a deed duly recorded in the Hampdm County RegI.try of Deeds In Book ! 753 , Page 594 & 595 Regi.try District of the.Land. Court Certificate # ,Book , p~ ____ _ The deci.lon of said Board I. on file with the papen in Deci.lon or Cue #--I1...J.7 .... 3 .... 5 __ _ in the office of the City I Town Clerk Agawam. Signed this 28 t h day of March 2005. BOARP OF APPFALSi Book ____ -', Page, _______ at ____ o'clock and ________ ,minute. ______ M. ATTEST: _____________________ ,Regi.terof~ I I I I I I I I I I I I I I I I I I I m x :T c-,. I\l I I I I I Exhibit 2 -Affidavit of Anna Adkins I I I I I I . I I I I I I I I J4071951.1 I I I I I I I I I I I I I I I I I I I RADIO FREOUENCY EXPERT STATEMENT OF PROJECT TECHNICAL OBJECTIVE AND DESIGN CRETERIA ----.. _---- The undersigned, hereby respectfully submit this affidavit in support of the application by T -Mobile Northeast LLC a wholly owned subsidiary of T-Mobile USA, Inc. (hereinafter referred to as "T- Mobile") to construct a Co-location installation with related equipment cabinets and located at 695 Cooper Street, Agawam, MA 0 I 00 I ( hereinafter referred to as the "Wireless Communications Facility"); I. I am a Radio Frequency Engineer with responsibilities assigned by T -Mobile for radio I personal communication service network design for the New England market area. 2. I have training and experience with respect to T-Mobile's wireless system and technology. More specifically, I have been trained to identify gaps in reliable service in wireless communications systems, either caused by deficiencies of coverage and/or operational quality and to assess the ability of proposed antenna sites to remedy gaps in signal coverage. The list of my qualifications attached to this affidavit is true, accurate, and complete in all material respects. 3. As enabled under its Federal Communications Commission (FCC) license T- Mobile seeks to design its wireless network in order to provide reliable wireless services to its customers, whether those customers are on the street, in a vehicle, or in a bUilding. Providing reli able service to its customers in each context is critical for T-Mobile to provide the quality of wireless service that customers demand, and to meet the objectives of Congress that a robust, competitive and low cost wireless communications capacity be developed to serve the entire nation. I I I I I I I I I I I I I I I I I I I Background: Network Functionality and Evolving Utilization 4. The provision of additional wireless services has increased the need to provide a higher level of reliability. Since 1999 when only voice services were offered, T-Mobile has launched other services such as data and multi-media services. For example, with wireless data ____ ~_ervices, a cu~~omer can receive faxes. sea.r!<h_!l!e Interru:.t..QLsend and receive..email on a wireless device or telephone. Certain telephones today include built-in digital cameras, spreadsheet software, location services and music features. Data and multi-media services require greater reliability in order to provide customers with the service that they have come to expect and demand. As T-Mobile's services and customer demand for these services increase, T-Mobile's network design criteria must also necessarily changed. 5. Consumers who have "cut the cord," e.g., replaced the traditional land line phone with a mobile phone, have grown significantly in recent years. According to a 2009 survey done for the Centers for Disease Control (CDC), 24.5 percent of adults -one out of every four homes - lived in households with only wireless phones. The rate among younger users appears much higher, with roughly 48 percent of households with adults 25-29 year-olds used living in wireless only. 6. A recent Order by the FCC explains the regulatory condition helping to promote the migration towards wireless services. On November 10, 2003 the FCC issued the Landline Number Portability Order. This FCC Order empowers consumers to use mobile phones indoors, in place of old-style land line telephones. Today, consumers may switch their land line phone numbers to mobile phones with the attendant freedom and flexibility mobile devices provide. The FCC reported that approximately 850,000 consumers "cut the cord" and moved a land line number to a wireless phone within the first year of the Landline Number Portability Order. 7. More than just cost savings and convenience is driving the move toward in- building wireless and data and multi-media services. Public safety is also driving such demand. For example, with respect to the subject proposal call data maintained by T-Mobile, for the preceding one year period, a total of 294 E-911 calls, were processed to local State emergency call center. 2 I I I I I I I I I I I I I I I I I I I Background: T-Mobile's Design Criteria 9. Within the context of an evolving and expanding user base T-Mobile has a unifonn and national level design criteria so that its wireless network will provide reliable wireless service . ______ to i~ cu~tomeI3L'oVheth~.those cl,1.~tomers ar~_ outdoQ!'.s~in a vehicle. or in.JL!1uilding._J'mYiding reliable service to T-Mobile's customers within vehicles and buildings is critical for T-Mobile to successfully compete with other wireless providers, such as SprintlNextel Corp., A TT and Verizon Wireless, and provide the quality of wireless service that its customers demand. In order to accomplish this goal, there are three levels of coverage that T-Mobile strives to provide: In- Vehicle coverage, In-Building Residential coverage. and In-Building Commercial coverage. The following is a brief description of each level of coverage. 10. In-Vehicle Coverage: In order to successfully provide reliable In-Vehicle coverage, a T- Mobile customer must be able to place or receive a call within a vehicle successfully across 95% ofa site's coverage area. In-Vehicle coverage is the minimum level of acceptable coverage within the T -Mobile network in areas with low population and along major highways covering rural areas. One must bear in mind that designing for only the In-Vehicle coverage threshold will typically result in unreliable in-building coverage, and hence customer dissatisfaction. At this time, T-Mobile utilizes the In-Vehicle coverage design in low population density areas within T- Mobile's licensed coverage area. II. In-Building Residential Coverage: In order to successfully provide reliable In-Building Residential coverage, a T-Mobile customer must be able to place or receive a call on the ground floor of a building that is three stories or less successfully across 95% of the site's coverage area. Such cover is coming increasingly important for customer communications needs as demonstrated by an in excess of 20% and growing, percentage of subscribers electing to use their wireless devices as their sole means of communications, i.e. no land line technology. In-Building Residential coverage is the mid-level of coverage within T-Mobile's network. In-Building Residential coverage is targeted for residential areas and low-rise commercial districts, dependent upon the foregoing building height restrictions. This type of coverage will typically provide reliable coverage over the majority of the cell coverage area; however in some areas, and 3 I I I I I I I I I I I I I I I I I I I ~~~----. specifically at the outer geographic boundaries, coverage will be restricted only to rooms with windows and will likely lead to customer dissatisfaction if customers try to place or receive a call inside a windowless room, cellar or emergency shelter. 12. In-Building Commercial Coverage: In order to successfully provide reliable In-Building Commercial coverage,~ T-Mobil~cust~l1le!.Jnustb.e able,to place.or rec~ a call on the ground floor of a building that is greater than three stories in height successfully across 95% of a site's coverage area. In-Building Commercial coverage is the maximum level of coverage within the T- Mobile network at this time. In-Building Commercial coverage is targeted for urban residential centers (high-rise buildings), urban business districts and suburban business centers. Coverage issues may still occur in hard to cover locations such as within elevators and parking structures. 13. Signal Strength: In order to provide the forgoing levels of coverage, T-Mobile has scientifically determined the strength of the wireless signal ("signal strength") necessary to provide In-Vehicle coverage, In-Building Residential coverage, or In-Building Commercial coverage. Because wireless signals are attenuated (i.e. degraded or partially blocked) by obstructions such as trees, automobile windows, automobile sheet metal, and building materials such as wood, brick and metal, a wireless signal must be of certain strength in the ambient environment (i.e. outside with no obstructions) in order to reliably penetrate into automobiles and buildings. 14. Assume for example that a homeowner placed a radio on the front lawn of his house and played a song, the song would be louder closer to the radio than it is farther away from the radio, because audio waves weaken as they travel farther away from their source. The song will be clearly audible to a person sitting on the front lawn next to the radio. Another person may be able to hear the song within her car parked in the driveway a short distance away from the radio, but may not be able to decipher the words. Another person within the house will not be able to hear the song at all. In order for the person to hear the song within the house, the radio must be moved closer to the house. The song cannot simply be made louder within the house by turning up the volume, as this would interfere with a second hypothetical radio being played next door by the neighbor. It is also important to understand that unlike this simple radio analogy, a wireless communication system is a two-way system, whereby the signal travels from the antenna site to 4 I I I I I I I I I I I I I I I I I I I the wireless phone and from the wireless phone back to the antenna site. Therefore, T-Mobile cannot simply turn up the power on its antenna site to provide a stronger signal level because doing so would not increase the ability of the mobile phone to send a signal back to the antenna site since the power of the mobile phone is limited and relatively small in comparison to the antenna site. This is known as a balanced two-way system. Accordingly, the relevant question is ~_~ ____ llS follows: How close must the radio be to the house so that the radio waves are stron~nough for the person in the house to clearly hear the song? In like manner, T-Mobile's design criteria reflect the need to provide a wireless signal strong enough to provide reliable service within a vehicle or building. 15. Required Signal Strength Levels: Wireless signal strength is measured on a logarithmic power scale referenced to I milli-watt of power (I milli-watt of power corresponds to 0 decibel milli watt = 0 dBm, thus signal strength levels less than I milli-watt are equivalent to negative dBm values). Signal strength levels less than lmilli-watt being negative.. The smaller the negative dBm number, the stronger the signal. For example, -76 dBm is a stronger signal level than -84 dBm. T-Mobile's system requires an ambient signal level of -84 dBm to provide reliable In-Vehicle coverage, and an ambient signal level of -76 to provide reliable In-Building Residential coverage. An ambient signal level of -71 dBm is required to provide reliable In- Building Commercial coverage. These signal level requirements provide the basis for T-Mobile's design criteria. 16. Achieved coverage from the above design process should not be confused with coverage depictions used in the marketing division commonly referred to as T-Mobile's Public Coverage Check maps. While there is a shared computer tool in the development of coverage maps, there are critical differences in both the technical specification and achieved coverage. The technical precision of each depiction unique and appropriate to the indented use. PCC coverage is a simulation of coverage done on a macro level for the whole t-mobile network while Engineering plots are done on a micro level representing coverage around the site. PCC maps where not designed to show the precision and depth of detail that our engineering maps do -they are more of an approximation, not detailed enough for use in technical assessments associated with proposed site approval processes. Within this same qualification, engineering plots have different coverage thresholds than PCC coverage maps. For example, engineering plots 5 I I I I I I I I I I I I I I I I I I I consider -76dBm as "Excellent" coverage, which should provide to our reliability standard an ability to make outdoor calls as well as good in most residential building coverage irrespective of the construction material and location within the structure. -91 dBm and -97dBm are considered as "Poor" coverage, which are not sufficient to make indoor and in some cases, outdoor calls and - 84 under the noted conventions of the PCC maps may provide in-building coverage but to a lower certainty dependant upon £onstruction material and location. Finally, engine~,j!1g plans associated with new site proposals are the forward edge of the development of future network performance. pce is an overview of what is in place verses new site engineer plots whose purpose is more . focused on future improved coverage whether that is in terms of service quality, capacity or new functionality. Background: The Technical Basis for T -Mobile's Design Criteria 17. T-Mobile's design criteria at this time are based upon providing 95% reliable signal over a site's coverage area in order to provide reliable In-Building Residential coverage. T-Mobile's standard of providing 95% reliable signal over a site's coverage area is a balance of a practical realization that 100% reliability is an unrealistic goal at this time due to financial and environmental restraints, with the ability and need to provide a high level of reliability in order to satisfy its customers demands and successfully compete with other wireless service providers. 18. In order to achieve the 95% reliable design goal, maximum path loss values are derived based upon T-Mobile's technology and the area served. Path loss means the amount the T-Mobile signal that is degraded from the point at which the signal leaves the T -Mobile antenna site until it reaches the T -Mobile customer's mobile device or telephone. The equation is as follows: In- Building coverage = Receiver Sensitivity + Body Loss + In Building Loss with Standard Deviation + Fade Margin. 19. The appropriate signal strength planning levels are then determined by adding the fade margin and the losses to the mobile receiver sensitivity of -102 dBm. Please refer to the table below: Area MS(Rx Fade Margin Planning 6 I I I I I I I I I I I I I I I I I I I Sensitivity) and losses Level In-Vehicle -102 dBm 17.6 -84.4 dBm In Building -102 dBm 26.0 -76.0 dBm (residential) In Building -102 dBm 31.4 -70.6 dBm (commercial) ._------_ .. _,,-- Subject Site Tecbnical Assessment 20. I have thoroughly reviewed the radio frequency engineering studies, reports, and computer model prepared by T -Mobile with respect to the subject Wireless Communications Facility. I used a propagation modeling software by Aircom named Asset. This software calculates frequency strength over distance taking into account geographical, and topographical land features and other contributors to signal loss. Finally, this calculation has also been adjusted by empiric data obtained from field measurement. 21. In order to meet its obligations under the radio license T-Mobile must have in place a network of base station antennae facilities to serve portable wireless communication devices and mobile telephones. These facilities consist of antennas mounted on a pole, building, or other structures that are connected by cables to a small equipment cabinet located near the antenna. These antennas transmit voice and data to subscribers within a defined area of coverage. Likewise, the antenna receives the radio signal from mobile transmitters (such as telephones) which then goes to equipment located in the cabinet and to ordinary phone lines from which the transmission may be routed anywhere in the world. 22. Wireless Antenna Facilities are integral to T-Mobile's network. Each facility, servicing only a limited area, must be carefully located so that it can properly interact with surrounding facilities. To maintain reliable and-uninterrupted service to a wireless telephone user living and/or traveling in a given area serviced by multiple Facilities, there must be a continuous interconnected series of facilities, which in-part overlap in a grid or "cellular" pattern. It is noted that the 8-mile radius information, as set forth in the by-law has limited value or usefulness for any technical 7 I I I I I I I I I I I I I I I I I I I assessment because coverage from a single wireless facility typically and as in this. area is in the range of'!. to 2 miles depending on topography, signal strength and other factors. 23. In compliance with its FCC license, T-Mobile is actively building its PCS network to provide service in this area. In order to meet its goal of providing reliable, seamless and ____ ~n.!':1t~,!upted~t:..l"\'ice T-M_obile must continue to aC.Q~jnteresLin...pnlpert}'. .. fur...additional facilities, and is applying for and obtaining local governmental approvals to construct the facilities in order to eliminate gaps in reliable service coverage. Any delay at this point in time severely curtails T-Mobile's ability to achieve a market position that will allow it to compete for customers, which is in the public interest. 24 . Using precise computer prediction model and following a thorough review of the RF engineering studies and reports prepared by T-Mobile it was determined that a new facility near Cooper Street in Agawam is critical to the overall engineering and technical plan for T-Mobile's network. Specific to the subject site the exhibit coverage maps, made part of the affidavit by reference, accurately depict coverage with and without the Cooper St. facility. 25. The subject location has specific characteristics, of topography, relationship to existing structures and its location within the narrow search limits specified by the above referenced computer model, makes it uniquely suitable to address T-Mobile's need Jor a proposed wireless telecommunications transmissiori facility. With the above considerations the proposed site was determined to be the most appropriate location for a facility and more specifically the proposed height shown on the Site Plans is necessary to achieve the necessary coverage and to fill the existing gap in service coverage. 26. Without a wireless transmission facility located at or near this location, a significant area of inadequate, unreliable coverage would remain in T-Mobile's wireless network in the vicinity of the proposed installation. This lack of service area or "gap" in coverage would adversely impact the service T-Mobile is able to provide to businesses and residents of this area. 29. All proposed wireless communications equipment will be installed, erected, maintained and operated in compliance with all applicable Federal, State and local regulations, including, but 8 I I I I I I I I I I I I I I I I I I I not limited to: the radio frequency emissions regulations set forth in the 1996 Federal Communications Act, applicable regulations administered by the Federal Aviation Administration (FAA), Federal Communications Commission (FCC), Massachusetts Aeronautics Commission and the Massachusetts Department of Health. All equipment proposed is authorized by the FCC Guidelines for Evaluating the Environmental effects of Radio Frequency Emissions. The radio _______ !!'egll_ency exposure levels generated by the proposed .h£ility are substantially below the maximum allowable health and safety standards established by the FCC. In addition, the proposed equipment and transmission characteristics are in compliance with standards set forth by the American National Standards Institute (ANSI) and the National Council of Radiation Protection (NCRP). Conclusion: Based on the foregoing, it is my professional opinion that the proposed Wireless Facility is necessary to ensure adequate PCS service to area residents and businesses in accordance with system specifications and respectfully request that the application by T-Mobile be favorably considered and the requested approval be granted forthwith . Respectfully submitted, Anna Adkins Senior RF Engineer T-Mobile, USA 9 I I I I I I I I I I I I I I I I I I I I I I I I Exhibit 3 -Site Plans I (provided separately due to size) I I I I I I I I I I I I I 14071951.1 I I I I I I I I I I I I I I I I I I I o ID ~ I I I I I I I I Certified Copy of Deed I I I I I I I I I I I 14071951.1 "'~ J •• J!, ,,:',,': Doo.20n, ~_n ft111 Paw~ ~ Il,otr1. Co. C.~tl •• ,. ot ,., •. I, lObi'" I. 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J a 8001< ) 7.s Y PAGE) f· -; S- ATTESTJ/~ ~ !J1, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Letter of Authorization ("LOA") from WMECO, as owner of 695 Cooper Street ~ 14071951.1 I I I I I I I I I I I I I I I I I I Board of Appeals Town of Agawam Aga" am 'Fown HaH 36 Main St Agawam, MA 01001 Planning Board Town of Agawam Agawam Town Hall 36 Main St Agawam, MA 01001 107 Solden Street, Berlin, CT 06031 Northeut Utilities Service Company P.O. Box :1110 Hartfbrd. CT 06141-02'70 (880) 66&·1\00. ..... W'W.llu.com Re: Consent of Owner of Property at 695 Cooper Street Dear Ladies and Gentlemen: Western Massachusetts Electric Company (UWMECO") is the owner of the property at 695 Cooper Street and the utility transmission structure located at that addreBB, identified as Utility Structure # 316. WMECO is aware that T·Mobile USA, Inc. is applying for a special permit, site plan approval and certain variances from the Board of Appeals and the Planning Board, 88 appropriate, for proposed personal wireless service facilities 8t that address. WMECO has been informed by T-Mobile of its design for the proposed facilities and proposed use of said WMECO property. WMECO hereby consents to those applications for the purposes of the Boards' reviewing and acting on them. Please address any inquiries in this regard to our representative, Donald D.Cooper, Esq., Nixon Peabody, LLP, 100 Summer Street, Boston, MA 02110, (617) 345-6077, dcooper@nixonpeabody.com. Sincerely. C '0at)C1~~·. West{lrn Massachusetts Electric Co. By: .U<v,tl Q,u.:.""A-' Its: ~