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Home My WebLink About1000-31.-3-11.31 (2) 'r Mobile T Mobile T-MOBILE SITE NUMBER: LI13345A BUSINESS UNIT#: 857111 CROWN T-MOBILE SITE NAME: EAST MARION FIRE DEPART. SITE ADDRESS: 9245 MAIN ROAD CASTLE T-MOBILE PROJECT: ANCHOR EAST MARION�NY 11939 -;r:c!Ill)(n:\1I.V\RI.J�RI\1-:L1; 1.11 RAN TEMPLATE: 67E5C998E 6160 COUNTY: SUFFOLK 11-1O 11\R1:,N\121165 SITE TYPE: MONOPOLE TOWER HEIGHT: 1091-011 ;10 14J p 326 1 SITE INFORMATION DRAWING INDEX PROJECT DESCRIPTION LOCATION MAP 914 1:D J(.U.1 iL;11. ��2'6113 661-6351 - - ---- -- - w%w�X.Irpgr6up net SII;JA SI11:1:1DIiSCRIPIlc):� IIII:I'LRPOSI:()I I-IIISP](OII:I;I IST0I_'.:1%,:I:1:liR0.\Dtl,\ND I._I'K\lib':G5732.1'_I921 Sl71 \\II:. I:\SI\I\}:It)\ ((lY1:I:-,lI\'I'I'Y\::Dt:111\C;I1YT()HIFFN[,;I'1NC;1J-IGIBLI: 15L NL NIB:R, 8i711 i I'1 I'I I I.I:SI rl:i:'1 \\I12};1.1_.iS 1=.\i;l}"111' I'-2 G11":1:RAL:%,O`l-:s I (n\ c af�� 1-RI()Bll,l:SI'I'1s'�G iBI:iZ: c)\\ I; :!R;(JI'1'R.\7c11: r.m\ C'\�17J. 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VIIII n urta� ol_1Clurfie o s C TYIT OF CON.'TRLi;I7O`:: 11H G-3 GROU\DING D1:7'\I]S •1`:S7'\l"1.(1)I1CS Sl_\i;l:Box .oa I.xo ru,snl•rno� s,ls \D\CO.W1.1 L`;C,l:: I\11.11V IS L`•\l:1'•:�}:D A*,:D 'IL(, ltls comnx1 Cr1ON ti1t> \I.'%N I I-07-LUION \ '1 .►vSlia �- PROPIJ:1l'O\C'`:;:R: I\til"\I.\RIO`:FIRI:DIS•UCl- PO lily\131 NU SC,\1-1 I:-VSY\r.\RION,NY 11939 APPLICABLE CODES& 11 rr,I (.(,p_ JURISDIC 110% `:Y-TO\CN:OI SOL7'1'11OLD ft.)\\::I l VJ\N'',TX BUILDING, REFERENCE DOCUMENTS 3437;ROL'1!:.2; SO)L'1-1IOIJ).\Y 11971 \IJ_V*0111;Sl l\I.I-Ill'_ I\ST.\IJJ:D IX' ACCORD-\N Cl:\C"f 1 I I TI IL CU RRI'ti'f L:Dl"l7()\S OF'l'111:.FOLLO\\7 NG I-JJ:(:I'RIC PRO\'I1)1:R• LONG ISJ_\`:D I'O\C7iR ACTI IORITY(1-1P:\) COL)IiS;)S AD0111.1:D H1"1.1 J141-r)C-\L GC)\'I:i(N1\G\L"1'll()RPflf.; (8Utl)49L1-NU25 .`:O t l l[1.`�G I`.'1'1 I r:S1:PLANS 1S'J'O HL:CON."fllL"I:D-IY)PliR\Il"1'\C'O K`:O)l "- CO\1.ORMiNG TO 7111:51.CODE-S: ��of New y 1'IJ-t:()PR(1\•IDI:J:: I.Ki17171.117I CODE J,YIT CODI:: HL'1LD1:.G 2t12N::L'\C YORK ST\'IT,BUILDING COD1:,IBC 2P21 \II-1 I\Nl(,U. 2112t1':I:\\YORK S I-\'l-I:\f1:CI I.\NIC M.CO)DI:/I\IC 21)21 PROJECT TEAM 15�:I'll Ic\l. 21121)`a.M YORK STATE I9UILD1\G CODli;2II17 Ni-C \r:11101 111J> - Rlil i_Rl:`:r1.11OCL'\Il'\I'S' 326 TRY(A ROM) S I R071'UR U•.1:.\I.YSTS: GPD GROUP R.UJ:IGI1.\(:_7Gt6\ 14!\(1NR\I1\(;1!\\f PR(oil ..I w-t1CJt:HP.1\fl.l) 1'•.;1`•I.1R "119:(1(4.(.Sit \1,1.DR\\\'I\(;S L;C).`-1\1\:':)111:R1J\1RI:I'UR\I.\I I1:D 1 OR 34%:22 RIDS Rl:\'1SION I) (--O\'-1R\C:I OR S]1\Ll\I:RIF) DATED III/u'%21n� I:K0%:t-%srI.f 3(�(.1RIK1R 17I,P\R1:llRt1'1;CL1'Cl:tul :AND CO::D1l•lO)`:S(l\'I l fl.Jl)H Sl l l:',`.:I)SI l\I_J.]\t\11.D1'1 i 1:1.1'\t)111) ORDER ID 722484 R1:1'151C1:. i1 t,:s.+lul•+nc,..u,:_La Iu ��rl.asu: (IJIP)1,P.1R1:`:113(KS ]"llf:1:\Gl:!:I:RI':\\k:ll\'(;lil\`)DISC:RI I'\`:(11:5lil:iY)fl: I'Itls'1111)'it-+cnN(;I'3)II111r1 DIP!Clio% I)ROC1:f:Dl NC\\TI I 1 I 111\\(AUK()R BI-,RI.SI)t)',:iJHJ 1.I I M.S 1\11. ul\Itch:,I_u 11IIr,1 I.N Iu•,1 I•..,I•I u r�I,�I.tr•> 1.11\%C1U'X511A%•PR(7)Izn MANAGI•R ra)I III II nn�1)0I 1 aI.\1 1)\N 111%NDEpSM•UiS CALL NEW YORK ONE CALL St•EFF NVMBER: REVISION: u\`:U 1_1•:til1t�(��.acitiumC\sm(.om (I (800)962-7962 °c 17, CALL 3 WJYY.ING GAYS 11KI()R1ll.►(;(;1?1,SL`;(i!I-':17:R1.`.G1'1[1:1177:1-(1l:\II CI(7()�7'.N:T1111. E=FO:'RKIYOU G( :11()\\'`•♦(N:\7'IlpWrj 7M h111 dc(ROW 0 3\cl•RC(:f10':\I'`:\(;I:K CRQ44\CASTLE LISA NC 1-0,14--ATION 1.0-Ec: SITE ACTIVTv REQQ1REM[1q CENERAL NOTES: i I OR 11 L PLINFOS-01 CONS RUC I or,DRAWING,I IL I OLLOW KC I-INII IONS SliAApi-L) 1 NO-ICE TO PROCLLD-NC VVORI SHALL CCVV[NCL PRIOR-0 CROWN CAS-LE JSA INC WRITTEN NO-ICE CONTRAST" rl`N=RA-CCN-RACTC;P,Sr-ONSIR,F FOR CCNFTRLCTI,1'4 A FIFCTRICAI WCRK SHALL 9F PFR''ORVFD N ACnCRr)A-%C-WITr THE PRCtIFCT SPFrrCATI1)%jF,NF�!AND A I APP,CART TO PROCEED 114TP)AND THE ISSUANCE OF A-URCHASIE ORDER PRIOR TO ACCESSING/ENTERING THE CARRIER _)-MO=,LE FEDERAL,STATE,AND LOCAL CODES/ORDNANCES • .SITE YOU VUST CC%-ACT THE CROWN CASTLE US-INC NOC AT RCO-759--,:!I I a--HE CPOhN CASTLE TOWER C-.'.INE=' CROo5i CASTLE USA INC . C-6NDIJI-RCUTiNGs/,RE 5'-HEIA'.TIC CONTRACTOR SHALL INSTILL cONDirTS SO THAT ACCESS TO EOuirVENT.15 NOT BLOCKED T 1VIobil US'114C CONSTRUCTION MANAGER 2. THESE DPAWINCS HAKE EEEN PREPARED JSINC BT.\I,D:,RD'-OF PPOFEGSK^NAL CARE 411C COIAPLE_ENEFG NORM2,U., A-4E.TRIr HAZARDS ARE ELIMINA-ED k LOOK UP'-CROWN CAS LL USA INC SAFLI-CUVI3 PEJUIREMENI: ETEzorSED UNDER SilrIILA=CIR,-_JMI57ANCES B REP-riAL-E EIIGIIIEERS III THIS OP SIMILAF Loc-;-ITIES IT 5 l XVNING RACEWA AND ISUPI;;Fl M.Im,Llb ANL-MAILRIAUS SHALL C01,0LY WI H HE NLOJIKLML*,S OF THE NEC I ORI DEPICTED AN E,PERIENCE -MIN MNIIAUP_-QL_SEPARATION AS REQjIRED By THE NEC. THE INTEGRT-Or THE SAFE—Y CLIVE AND ALL COM-CNENTS Oz THE CLIMBING F,CI_Ir SHALL BE A-�-,UUED THA� HE WO -CTED V.11-1-BE PER�CFIIED,=' - -C CCNTRACTOR AND/OF WC-R11PEO LE A--CIRCJITS SHALL BE SEGR-z,-ATz:)AND MAN 4 SYL N` \Y CONSIDERED DURING ALL STAGES Of DESIGN,INSTA__A_I0N ANC INSPECTION-OIVER MODFICATO14 MOLN_ WIIO IIAVL A I%O'KINC KNC%?1_L_-CL•:'I I-IL A'1`L(;41,3.LL COUL Ell.NDAF-S ANL:PLOLIVILIvEN1S AND 01 INI.A.SIRI 4 ALL LDJIPIILNI SIIILL LILLk 11 L 1_NL:_'WW1LI.t LABCIrA ORES LACL_01 APPROVAL,ANLI S IAL_CONICRM IC REINFORCEMEN-S,AND/OR EQUIPMENT 11457A_LATIONS SHALL N-D_COM-RCl/157_THE N-EGRrry OR ACC[FTE---STIJ.DARCI GOOD PFACTZE 15 NOT EVER)CONDITIO11 OR.CLEME14T IS:O--CAN BE)EXFLCiT_y SIIOWN RFOLIRFIAFNT Or-i HATIr-NAI FIFCTRI:'AI'.C-riF SHORT %.NY. AL BE R HAN H FLNCTICNAL USE OF THE SAFETY CLIMB C:;ANY COM=TNEN-1,OF THE CLIMBING FACILTY ON THE ON THESE DPAY.INGS,THE CEN-R-^CT�C;SHALL USE INDUSTRY ACCEPTED S-ANDARC GOOD PmACTrCE=OP 12 ALL CV-LRCUPRENT CEACES SHILL HATE AN iNTERmurTNG,URRENT RATING THAT SHALL CREATE.- THE S-4 STRJCTURF-1-F.SHAII INC U)7,RUT NOT RE IIMTFf-TC:PIJ-HIN�,OF THE WRIF ROPE,RFNEIIN:�OF MIECE-LANEOiS VIORi,14ST EXPLICITLY SHDIN-1 -_'II'CU I CUREL11 IC IIHICH IHL"ARL�..18JE(-LU.22,`10 Air V1141WJN V--RYIFY AVAILABLE SHCRI CIRCJII CURR-_NI DCLS THE WIRE ROPE FROM IS SJPPORTS.DIRECT CONTACT OF CLOSE PRC,11/111-,-0 THE%11IRE ROPE WHICH 2. THESE DPAWNGS REPRESENT THE FINISHED S7Pu.-_Tu_ THEY DO NOT INDICATE-,E;,,EAI,S OR vETHODS Or ACT EXCEED THE RATING OF ELECTRICA_EOJIF:VENT IN ACCORDANCE W,-F ARTICLE 1102L NEC OR THE MOS-CjRqENT MAY CAUSE FRICTIONAL WEAR,IMPACT TO THE ANCHORAGE POINTS IN H)VILl OF-C IW=EDE/ELO71 ITS C01,51-4LIC110N. IHL CCN FAC1CR SHAL_8--SOLL0 RLSPONSUL--i0k HE CON_I'U-_IIC-MAIDS,IALIK3105, AVOLITIJ COLIL IRL IIIL:,0VLIRKINC JLr,,,Ui.*'Iiorj INTENDED USE ANY CICNPRONIS---C SAFETY CLIMB.INCLUZOIJIS EXISTIN,C011DITI"IS MUST EE 7ACiGEE,CUT TECHNIQUES.SEOI.ENCES,AND PROCE'.URE5. THE CONTRACTOR SHALL PROVIDE;,--IAr1jR--I 4ECESSAR,FOR FA'�H FAD Or rvrRY Fr:.,AFR PHASE r.0110,C70R rRCLUNDINC CON')IICTIR,ANr TFI-C CCNDIJCTOR^:mz CARiF SHALL R- AND REPC.;TED TC'OUR CROWN CASTLE JSA 114C POC OR:.AL_THE NOC T----GENERATE A SAFETY CLMVE PROILCIION OF LEE ANC P'OPL�'IV C-UPIK.COKSIRUCIION SUCH MIASU=LS SHALL INCLUIdt.SJ NOI BE LIPI ED LABLILLU WIH CGLO^-CCULD INSLI.AIIFON OR LLLCINI'--AL IlPt,(JIA EciAND,1/2'PLASTIC LL-_CIRIC-L IkPIE V.1m UV CROWN -- -HE Ev�KER Of-HIS RE'RESEII-A7,YE WILL 110I 14CLUD_- Ili�;11_CIION.OR-LUAL,I IL IULN III._-;-IION IA-111-DU�IIALL CONIOIRV 01 1 NLC 61D OSiIA MANILNANCL AND CONrRACICIR NOIICL IICK_ T---,BRACING.FORIANCIP-,S-IORII,(,,ETC STE vi�It By A NSPEC-10t,CIF THESE I-EIAS AN-'IS FOP STRUCTURAL OESEP\ATION�_-F THE=WISHED F-rjC'jRE)NL" I A FIFCTRICAI COMP---N71`%T5 SHAL H- IFARV IARFiFr-WITH LAMICOIr.TAGS SHOWING-HFR RA-FD VOITAG7.PHASF PRCk TO IIIL SIAR 01 CONSII?JCI()N ALL kILOIJI1,L)JUflSL,I(II-JNAL JLI�Ml,SIIALL UL obANLL1 ri-jIL':ANIL ULIAI_�I K-HE CON5I-LI--1,:N DRAVIIIob!:HALL 14,L'--(;L,tNCL QVL� N-J1LS AIIV 1YVIC, CONFIGJRATCN,VARE C-014FIG.IRTCN,PCV.ER DR AMPACITY:?A-INC AND ERANCIi CIRCUIT ID NUMBERS(.,e PANEL BOARD AND CASTLE THIS INCLir-S,BUT IS NOT LIMITED To,EJILDNC.ELECTRICAL IiE--H;.NICAL FIRE.rLO:C ZONE. DET/ILS. WHERE VG DETALS ARE CMOYIN,CONS F_C_IOK1AL_C-214FIRL,---511.11-AR WCpk,Y,-,E PPQ,E--T, GIN.-UIT I EVVIRONVEN-AL.A14C ZONING A-r:r,ONSIT-ACTIVI-IZF ANC,CCNSTRLCTION ARE CCKIF-[T:C-ALL :�K[,'OF AS PPf)VIDED FOR IN THE:ONTRACT D�)--jMEIITS V.HERE--S.-RE-AIJCIE�CCCUR BET�EEN P-ANS DETAIL3 7 PArLEL OCARDS:ID 111-MBERf]FII.LL UL C-CARLY LABILED AIIII�LASTC LAI3__LS RFCUIRFD FFRMI-S SHA I FF SATIS71FF!AND ci(--,zr 01 IT-�:COPOJI,(;I,:.I Cep J-IRISI)I,-T CNAI IICAAL 14-YES,AND SPCCIT`ICA-1.11,1�,III--^.rI7AT[-,,NCR[S-RIC'RCOI TIACIH.SHALL GOVEIrtr r rL-,zTii-r, 8 A--TI-_WRA_-S SHAL_13E CL77LUSH v.ITH A�PPO17D CLITTN�TCO_TO REMOVE SHARP EDGES RECUIREVEN-S- C-ARIFI.-ATION IF R70JIRED CONTACT THE ENGINEER OF RECORD S' A--FCA%1Fr AND EQUIPMENT GTD'-N::RI IN TUBING D�CONOUI_5 NFL_B_SINGLE COPPEfZ CDNDLC_OR(,'I�Or_ARGER) ALL`__ONS RUCIION MLANS AND MLI IOVS INCLUDING BIJI NJ!LIMI LID ILI,_IKL IICIN-LANS.IICCIN: SLBST1;,7t1.L EFFORT H'.S BEEN IAADE 7C ID=CVIC7 AC-�URATE:-,jfj.3101,S riD KIEASUPEMD,TS 01 71H_-DRAWINGS TO %vi-F-I)TIE THHW TH.V`N,_HW HH14. THR T-I.�-2 RHW.CR RHVI-2 INSTIL ATION 1,141 FSS OTHERWISE S�F..FIF(j PLANS,CIIIVRING PLANS,A\D RFFCUF PLANS SHALL:3F THE-FST-ONSIRI I^OF THE GENERA ASSET IN TH7 FARI4'/,TI')N ANT.,R_-j'.FIjFIIT,F f.0NzTPk-.1',FIFkiFNTS BUT IT IS--F Sf F Rr�OC.Nf�IRIITI F.w,iFMF1j-At FO�,jImFIq-rRCUrir)ImPirm,.1)�-T`F`- f-Ail 9F SINf',Iz COPPER rONr_jCTCR%1#6 OR IA:?GER)wITH CONTRACTOR RESPONSIE�E�OR THE 1,EC,I_ICN OF THE Y.r.RV C.--MTLIIIEE-HEREirl,ANC SHALL MEE- e)r-1-F r:)NTF!ArT-1F Tr)�1�11 YFRFv TH-_ KIFSLJP�m�tff�A4r/r.R�IrARANCFS nH-.)e1' N TFIF TYPE THHW.THAN.-HAIN-2 H".�IHAV2 THV.,TH*-2,:�HVI CR RE191-2 INSULATION UNLESS OTHERWISE 5-EDIFIED AKS:/ASSE A10.18 LATEST EDITIOK).FE:)ERA_.STATE.-MC LO-AL REGJL.',TID'45 AIii 1,1rIL__AELE r_-DKFTRU--TION DRIV.111GE PPIO;Z-0 F74815CA-LION OF CQT-_-OF AN'I'IEW OF E 3IP14G-:CIASTRLC-IOU ELEIAEN-S YrE LC - rill -1 INDLSTR"CONSENSUS STANDARDS RELATED TO THE CONSTFUCTIOW!C-IVITI--S b-qNc.DERFORMEJ.AL_ POIW7A AND CDIITPCIL WRIIIG III FILE BLE CORD SHALL BE MILLTi-CONDUCTOR CORD(#14 0-LARGER)UNLESS RIGGING PLANS SHALL ADF ERE T�ANISI/ASSE A*0 48(INCEST ED-N)AI LO-Ro\%,r I CASTLE USA 14C. IF IT S DETERM 14ED THIT THERE ARE DiSCRE-INC I :,/OR(01,F-ICTS%VI-H THE CONSTRUCTION CF'.INIS THE CTK&%%f1SE SPECIFIED. 1.4 3 STANDARD CCED-STD-1.0253.INCLUDING TIIE 14EQUIRM INVOLVEMENT r-r A 0UALIrI[L)miGnimr rCR EvISINEEP 0,'P I ECORC 15 T-BE K--T-IEC AS SO)N AS PIC-2-95-E. P.I-.%ER ANE,COIITROL W R IN-FOP VIE IN CABLE-r-EHALL BE MULTI COIIDUCTOR.TPE TC CABLE#14 OR LARGER).WITH PPIO11 IC IIIL JUMI�,SION-�)I LAI—,III-BILL)IN, L IALL VISII IiE LL-L SI L L-I LML14;21L W1 IT III- T�F[Tlirw Tihwi.-IIWIN-21' 11 V._�Il NV-Z T_Iw TIIN--2. CA RIIW-2 IN UNLESS OTii:RwiSE S=ECirCD C-ASS IV CCWSTRUCTIO14,-0 CERTIFY THE SJPFORTIN�-S-FJCTJFE(S)IN ACCORDANCE WITH ANS,/Irdh 3'_ EXISIIN�COWDiIONS AND T-D CONFRM THAT THE WORK CAN BE-A-COMFLISHEE AS SHOWN ON THE CON-7PUCTIO14 13 A--r---,%,.ER AND GROUNDINC CONNECTIONS S-I.;LL BE--RIIAP-STY-E.CCrv-RESSiON wRE_t.GS AND WIRE NUTS BY THOMAS AN- — (LATEST ED TION) DRANINCE ANN UILCRCP4NCY I CJND SIIA_L bl-3RGU3III 10-I-L AIILNIION OF CROWN CAS LL L_I- 'br C,C'C 11 AVALABILL' Awd I 1 1:1.`, 5 ALL SITE wOR4 TO COMPLY WITH OAS-S7:)-1 0C6B'NSTALLAT CN S-ANDARCS FOP:ONSTPLICT ON NI V/,-FPAIS FURNSHE_-A14D INqT&I7C Sh'.,BE 114 STPiCI 4CCO-r-ANCr WITH A I ArrIlZARLE COD7, B_IS',OR LQUAL)LLGS%N_-VORL NU S 511-'LL C 4AILD IOR OF-RAIION N01 LLSS IIAN �q ILL ACTviTIES ON CROWN CASTLE USA INC TOWER SITE,"CED-STD0294"STA,DARD 70P INS-ALLATiot,OF REGULA�-IONS ANC ORDINANCES CON-FACTOR_-ALL S_SU-_ALL APPROPRIATE K-310ES AND COMPLY WITH ALLvJS A RLCLWA)All-'-CAHL-_I'A'SIIALL,-LIS.L0'-F LABLILLIJ 1011 LLLCII?ICA_US-IN ACCORDANCL WWII ALMA.UL.AVSI/I_ 32(,J KY()\KI) ANIE NEC 1,\1:27603 MOUNTS AND AFPURILNA*,ICLS.'AND LAfLSI VLRSCN q '_IANuAI-D-'ul- OI4LINAII-'L,.RLt1_t.,I1_GU1_1'L;NS AIJD 3101LINS-31 A1,1 PUBILC AUIHOIII Y IqLGARVII-0-III_ j)[9) INSTAL-ATION,ALTERATION,AND MAINTENANCE O�ANT— 5UzPORTING STRLIC7U-ES AI,D ANTENIIAS_ OF-HE��OR-<A--WORK CARRIED OUT SHALL COMPL)WITHL APPLICABLE MLNICP1,L ANC U_IL1Y COMP.N, 5 ELECTRCA_MET-LLC TLIBINC:ENT-INTEPVE:)ITE VETAL CONDJ17'INC),OR RIGID METAL CONCUI_(RMC)SHAL BE JSED FOR )ICI SPLar)CAI CKS ANT;LOCAL 1UiISDIC_I1?1A_COLLES,ORDINANCES AND AFPLICAULL RLGULA''45 E-POSED INDOOR LOCATIONS S IF THE SIEClrffD EQUIPMENT CAN NO-FF INSTALLED AS FHO*N ON THFSF ri-AWNGE.THT nONTRAC-Or 8 U14i FSS NOTED CTHFR%ISE,THE WOPK SI IKCL JCE FURNISH NG MCE?IALS ECUIPIAENI,,-PURTENLANr-ANT C, FIFCTRCA mFTAL1 CTJBINC:ENT.OP MFTAI-CIAO CAF�.LF INC)SHA I OF JSFD=CR CONCEA-17-3 INDOOR LOCATICINS 11 111013 1':65732 1219295 j SHAL_PROPOSE AN ALTERNVIVE INSTA-LLTION FOR AP-RCVA-BY CROWN CASTLE USA INC PI-0-TC LABOR NECESSARY TO COMPLETE ALL ING-ALLATIONS AS INDCATED ON THE DRAWINGS- 7 UNDEPGR01_ND CONDUIT SH-_L BE SCHEDULE 40 PVC ON STRAIGHTS A14D SCHEDULE 50 PVC UNDER ALL TRAFFIC EASEMENTS PROCEEDING WIH ANY SLCI CIIANGE Cr INS-ALLAXION q THE'ONTPACTOR SHAIL INSTAIi t FQUIPMF','AND 14-\T=RIALS IN A:,,ORPANCF ATH MAIN,JCA TJR=F.'= AND ALL E_BOWS/90s AECvE GRACE COIICjIT TO BE SCH 80 PVC OR IuC/Rv,^COKOJIT.ENT IS ALLOWED AT S-UB UP 7. ALL MA7FRIAIS FURNISHED AND IKSTA_IFC SHAL RE IN STPICT ACCORDANCE WITH 11 A"-Ll(,,=ILF RECC1jwENDA-IONS JN_ESS SPECIFICALLY STATED OTHERWISE LOCATIONS AND INDOORS ONLY CODES,REGULATIONS AND CRIDINANcEs CON-RAcTCR SHAL_ISSUE ALL LIPPR .-ODRiATE N-`-_ES AND 10 11 IHL s-CCIrILLi LOOPMLNI CAN 1101 L-L IENI'ALL-L AS SHOWN ON IIILSIL UkA,1411FGb,TILL S IALL 15 UQUI:)-TIGHT FLEXIBLE ME_LIC CONZ1.111(L OLD I TE FLEX)SHALL BE USED INDOORS AND OUTDOORS.WHERE VIBRATION COi4:;IY WFH A[.LAWS,ORDINANCES.RUIFS,REGIJ-A[I-014-AND-AW-tit VqIIFR`OF A-11Y Pt,,i-IC PROPOSE AN ALTERNATIVE INSTALLATION IJR APFQC\AL 9,THE CAPRIEP AND ZROWIN CA::TLE PFCR TO PRCCEEIDNG i1CCl1R5 OR=IEYIIE1.11Y IS IJzFL)FI, ALTHORITY REGARDING-HE PERFORMANCE OF THE WORK ALL 1A1_-FK CARFIED OJT SHAL_COIVP_Y WTH WIIII AN'SUCH C-IiANGL or INSIALLAII0, 19 CONDUI AND TUBING.FITTINGS SHAL_BE_HREADEC OF;�_OM-RESSJDN TYPE AND APPROVED FOR THE LOCA7C14 USED SET LI13345A ALL APPLICA13LL MUNICIPAL AND LIIL1Y COMPANY SPLCII:'A IONS ANC.LO-'_A_.1111,11SUC IONAL CODLS, 11 C1)KTRArT1)R IS TO PzRIFORM A FIE 114\`ES-I--,ATION olD IS TO DFTFRMIN=T-IF F175-POUPNI;OF Aj rONDUI-S FO:� SCREW 11_111IGS Ah-_NOT N.-CILPIA31-L. ORCNANCFS AND ArPIICAR_F REPUTATIONS POWER.AND TELCO A14D FOR GROUN31NC--_ABLE�;Af SHOWN IN-HE POWER,TEL-CO,AN-C-P.CUNDIN,:;PLAN 20 CAEINETS,BOXES AND WPr_WAYS SHALL BE L'SELED FOR ELECTRICAL USE N ACCCRDAIJCE WITH NEVA,UL,ANSI/IEEE A40 1; INSTALL ALL FQUPMFN-AND IAATFRA S 11�A:�CnRCANnF f.ITH MANUrArTUP7P'S THE CONTRACTOR SHALL DRAWING'-- THE 14EC REcomMENDATONS UNLESS SPECIFICALLY STATED CTHERVASE 12 THE CONTRACTOR SHALL PROTECT EXISTING WrROVEVENTS.PAVEMENTS,CURBS-ANDSC-NPINC AND STRUCTURES AN' W14EWP-5 SHALL BE METAL WITH AN ENAMEL FNISK AND IICLLDE A HINGED COVER,DES GNED TO SWING OPEN DOWNWARDS BU#:857111 9. I Z CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVIC-_S PROF TC I IC START or colJS-RJCTION DAMACz_C PART SE-A-L BE RLFAI-?LV'I CONTRACTOR;LX-ENSE-0-HE SATISFACI C'.vF CROWN CAS-LE LSA TIC (WREMOLD SPECmATF wREvvAY). 10. ALL EXISTING ACIIVL SLWLR,WATER,GAS,_LFC'RIC AND U11 LIIILb WIIL-�L L14COUN-EREC IN IIIL 13 CONTRACTOR SHALL LEGALLY A14C PPDPr_PLY DISPOSE OF AL_SCRAP MA-ERIALS SJCH AS 1,OA%IA_CABLES A14D -1 S-0-TED WR14G DLCT SHA-L BE-vC AND INCLUDE C3aEP(-ANDLIF TYPE E OR EQUAL). CRO\X,`N1 CAS11,11"SITE'NAMI,': WORK.SHALL BE-ROTECTEC AT ALL TME_WND WHERE RECUIRED,FOF THE PROPER EXECUTION OF THE 07HER TENIS REMOVED FR3\0 THE EXISTING 7ACLI7Y ANTENNAS PEMO\,ED SHALL BE RETjRNED 70 THE OWNEP'S 23 CONDIJI-S SHALL CE FASTENED SEC-RELY IN PLAC=WITH\-PPOV=C NON-PERFO;ATED STRAPS AND-ANGERS EXPLOSIVE EAST MARION WORK,SI Al BE RLILDCAILD AS DRLCILD 31 CON RACIOR L-RLhIL CAVIC14 SlIOU-0_U5`0 BY 111E 0LSIC'-NA1_D LOCA-i DN D:-VICES!;a.POWC-P-AclIUATFE.)rf:p ATTACEINC HANGEPi TC STRUCTURE WI I NO-aF PERMITTED.C OSELI FOI LOW THECONTRACTOR WHEN rXCAVA71N^.OR DRILLING PIFRS A:Z-.UN7)OR NEAR L.TILITIES.0_-NTRAC—OR i;H4_1 14 COK7RACT_oR SHAJI LEAVE PREMISES IN CLEAN-f:1401TCN TRASH AND DFF:iIS F-IOUIT)FF REfICVFr)FROM SITE LINES:IF THE S-RJCT.JRE.MAINTAIN CLOSE PzCXIVITY-0 THE STRjCTJRE AND KEEP CONrJITS Ili-IGHT-ENVELOPES CHANGES PROVIDE SAFETY TRAJNNG FOR THE WORKING CREW,THIS WILL INCLJDE ELI 140-BE LIMITED TO AK)FALL A 0,11-Y;BASIS I z.,IRECIrL;N IQ FDJIL AIOUND QB61ACLLS SHALL BE NAVE Will CONDAI CUILLI tIODIES CONDU I SHALL HE INS A-LED IN PROTECTION 8)CON1NE--SPACE Q rL__C_RCAL SAFETY C,-rrNCIIII%G AN--EXCAVATCN E) L NTAT AND WORKMANLIKE MANNER PARAL-EL AND-ERPENDICULAR TO S-RjCTjRE WALL AND CEILING LINES ALL CONDUIT9245(MAIN ROAD CONSTRUCTION SAFETY FROCEDjRFS STALL EIL-ISHLD To CLL-R OBSIRUCII014S LNOS 0:COMDUIFS SI-A-L 13L ILIM-ORARI.-CAPPED FLUSH 10;INFI GRADE 10 11. ALL SITE WOR4 SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION IJRAA114-IS AND-RO-ECT PREvENT CCNCRETE,PLAS-ER or GIRT rR-.V FNTERNC.,CONDLITS SHALL BE RIGIDIY CLAMPED-0 BOXES By GAI VAN 7Fr.1 EAST MAR10N,NY 11939 SP_CI1 ICA]CNS.LATEST AF-ROVLD RL11SICN F0L1ND-T1,_'-4j.ANC'REiTjF0RCI',:STEEL MALUE.A9_E PON BUSHING Or,INSIDE AND 3ALVAIIIZE7 MALLEAELE IRON LOC-040 ON OUTSIDE AND INSIDE 12 CONTRACTOR SHALL KEEP THE SITE FREE TROM ACCJMULAINC VLASTE MA:-EPAL,OEBRS,AND TRASH AT 24 ECJIPI/ENT CAEINETS,TERMINAL BOXES JU14CTCN EOX=S A14D PULL BOXES SHALL BE GALVANZED OR E-CYY-COA-ED SHE- THE COM-LET1014 OF THE WORK IF NECESSAR-,RUBBSH,STUMPS DEBRIS,STICKS,S-ONES 414C.CTHER STEEL.SHA__MEET OF EXCEED LL 50 AND BE RATED NEMA I(CR BETTER)FOR INTERIOR LOCATIONS AND NEMA 3R'DR REFUSE SHAL_BE REMOViC FROM THE STE AND DIS---SLD C=ILLCALL). i AI CONCRETE WORI,StiAII B N ACCORrANf:F WITH-HE A-3--1 A--312,ACI 226.A',-M.,IRA ASTM L:Bf AN- BI—FER)r3-EXTERIOR_OCA-IONS. EMSTING 109'-0" 13. ALL EXISTING INAC-IVE SEWER WATER GAS.ELECTRIC AND O-HER UTLITES.WHICH NTERFERE WITH THE THE Or_SI3K AND CONSTRUCTION SPECIFICATION FOR CAS--IN-PLACE CONCRETE 2`- META-RECEPTACLE,SWITCH A14D DEVICE BOXES SIIAL_BE GALVANZED,CPDXY-COATED OR VOID-CORRODING;SUALL ML=OR EXTCUTION OF THE WORK,SHAIL BF RFMOVrD AND/OR CAP--C,P_tIG3F--OR OTHERWISE-)ISCONrIKUzD UNLESS NOTED-OTHERWISE SOIL BEAR114C PPESSjRr�,SED FOR DESGII OF SLABS AJJD 7CUNDATICN5 15 1635,JFAED EXCEED LL_514A AND NEMA CIS'AND BE R-TEC NEM4 (OR BE ER)7OR INTERIOR LOCATIONS AND WEATHER PROTECTED -I VIONOP01,17TOWER AT-011-S WHICH WILL NOT INTERFERE WTH THE EXECUTION 07 THE WORK,SUBJECT TO-HE APPROVAL TO EE 1000 ps. (W-OR BETTER)FOR EXTER:P LOCATIONS OF CONTRACTOR.-OWER OWNER.CROWN CASTLE USA INC.,AND/OR LOCAL LTILTIES. AL CONCRETE SIIALL i AVL 4 MINIMUM COMPF-Lz!t 7-',IEE4LIII(r c,0-1CO3 psi A]2C_Af�_ JN_LS%-NUILL, 2, NOIAIAE-AL-C RECEPTACLE.SWITCH AND DEVICE BOXES SHALL MEE'OR EXCEED NEMA OS 2(NEWEST REVISION)AND BE RATED 14, T-IE CONTRACTOR SHALL PROVIDE SITE SGNAGE IN ACCORDANCE WITH THE TECHruCA_SPECIFICATION FO= OTHERWSE NO MORE THAN JO MNLTES SHALLE_AFSE-ROM WC-1 TIVE 7C TME OF PLACEMEP.-JNLESS NEVA I(OR BET-FR)FOR NTFPIOR IOCATCNf,AND WEATHER PROTECTED(WTI OR BETTER)FOR FXTFRCR LOCATIONS. SIT-F SIGKAGE RFOJIRED FY OCAI IL.RIj')ICTON AND SrNAC.--RFOLIPF")nN iNNAIDUAl PIFCEC.r.F A.PPRCVrD BY THE UNGINCEr or RE23RD TCMP[;ATUR[or CONCRETE S;ALL NOT[1CCEC 90'f AT-)W--07 THE CONTR4:.-OR SHA-1 NO-IFY AND OR-AIN NECESSARY 4,FHORI7AT1014 FROM THE CARRIFF?AND/OR CRCWN CAST-F USA INC EOLIPME'r,ROOMS.AND SHELTERS PLACEMENT B=FORE CCwMENIOiNG WORK ON THE AC POWER C137R BUT 014 PANELS. 15. THE STE SHALL BE GRADED TO CLOSE SURFACE WLTE=I,-F-DW"A,FROM THE CLRPIERS EOUIPIMTNT CONCRETE EVPOSED TO F-EE2E THAW CYCLES SHALL CONTAV;AIR ENTFAININC ACWIXTURES AMCt_1117 OF AfF 2E. TH`C014TR4C-ORrSHA_L PROVIDE iECESSAR-1 TAGGNG ON TH=BREAKERS.CABLES AND DISTRIBUTION PANELS 114 ACCORDANCE ISSUED FOR; AND TOWER AREAS E147-RAINME14 TO BE EASED 014 SIZE OF AGGREGATE AND F3 CLASS EXPOSURE(VE:iI,SEVE?E).CEMENT USED TO BE W5-THE ArPUCAE_E CODES AND STANDARDS TO SAFEGLARD LIFE AND-RCmERTY REV 1)%'fl-' DRW-� 13T.-SC-111,111111ON DI:h Q 16. THE SJB GRADE SHAL_BE COMPACTED AND UROUGHI 10 A SMOOTH UNI10kry GRALL PRIOR-0 I-INSHL TYPr le"(�.PT AND CEME14-WITH ok UA)OWLIV V1017cR-TO-CIFIAENT RAT-0(IRE OF OF u45 2- INS ALL LANICOID LABEL ON THE V1I-_R CLNI.I?10 SHOW'1-MOBIL` Al I�TrFt REINFORCING SL1 7nNFORM TO ISTV AS'!A-L WELDED WIRE FASH-C(\%VF--S-IALI CONFfl:?m TO ASTKI 3- -_LIVE, SURFACE APPLICATION 1 0 A -Y/S-ARL CCNDUI15 THAI AHL INFTALLLV ARE 10 iAVL A VLI---RLD MLLL IAFL PU_L CORD INSTALLED 0 as-8-R:6 LRD CONSTRI:CTION SITS 17 THE AREAS OF INS OWNERS PROPER-Y DISTJRBED EY THE WORK AND NCT COVERED BY THE TOWER, A155 ALL 3PUCES SHALL BE T1SS"EL'TENSION SPLICES.UNLESS NOTED OTHERWISE A-L HOOKS SHALL BE I 103 24'2026 UP, f ONS171'ClION sit, EOLIPMIEN-OR DR4WAY,S-01-1 H:CRADIED 1C A UNIFORM S10FE.AND ltIAHIL17wr-10 FRFVFNI G_CNVARr 90 DEGREE HOOKS,LNUESS NO-EV OTHERWISE YIELD STRENGTH(F/,OF STANDARD-_,EFORMEr BARS ARE CONDUCTOR COLOR CODE EROSION AS SPECIFIED ON_HF CONSTRUCTION DRAWINGS AIO/OP PROJIFCT SPF�_IFICATO14S. AS FO-I CWS: 18 CONTRACTOR SHAII IVINIM7F DISTLIRRANCIF TO EXISTING 51-F DURNG CONSTRk.CTION EROSION CON-IROL #4 BARS AND SIA1,LLER 40 kr SYSTEM CONDUCTOR COLOR #5 BARS AND LARGER 60 ki 1 11 PHASE 51LAC� MEASURES.F REOLIRED DJRNC CONSTRUCTION,SHALL BE IN CONFORMANCE hTH THE LCCA_GADE-INES 6 T4 FOt-OWING IMNIIIUW'.IN1-1R--F iVF;�nrIALI riF P:t.w-Er F-)Ft RIFINFORONO�T=Fi NIF1,1,-,HOWIN OTHERWISE APWA UN FORM COLOR CODE: FOR EROSION AND SEDIMEN-CONTROL, ON DRAW114CS: a Ptust zfr 66 19 THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS.PAvEMEN-S,CURBS.LAN[rCAPING AND CONCRETE CAST AGAINS-ANT PEPIVANE'._LY E POSED TO EAP-�- 3' 1201240V 10 NEUTRA_ WHITE -STRUCTURES.ANY DAMAGE]PART SHALL Er-REzAIRED AT CONTRACTOR'S ExPENSE TO THE SATFrA:TCrq CONCRETE EYPOSED TO EARTH OR WEATHEP I WHITE PROPOSED EXCAVATION 11 Pcwco,u O C C.1=339� OF OWNER 6IRCU110 GFEEN 20.CONTRACTOR SHALL LEGALLY A14D PROPERLY oispos:or AL_SCRAP MATERIALS S,ICII AS COAXIAL #6 EARS AND LARGER A PHASE BLACK CABLES AND OTHER)'EMS REMOVED FROM THE EXISTING FACILITY-AN-ENK4S REMOVED SHALL BE #5 EARS AND SMALLER -1 2- EMPORARY SURVEY MARKINGS CONCRETE NOT EXPCSEC, EA;Tm OF,WEATHER PHASE RED RLTU4NLD TO THE OWNER'S DESIGNATED LOCA11014 120/208V.30 C PHASr_ BLUE ELECTRIC POWER LINES,CABLES. -AN COVE TRASH AND DEBRIS SHOULD BE REMOVED BEAMS 4140 COLUMNS -_12' NEUTRA_ WHITE CONDUIT,AND 21,CONTRACTOR SHALL LEAVE PREMISES IN OLE SLAB AND WALLS. . -_ -_:_-1�4' UCMVC CABLES FROM SITE ON A TALC BASS. A TODLIED EDP_OP A_'/4'CHAMI�L-(STALL RE'KCVIOLD AT A--EXPOSED_DOES CP CONCRETE LIDLESS NOIED GAS.OIL STEAM,PETROLEUM,OR 92.NO FILL CREMBANKMENT MATERIAL SHALL BE PLACED ON FR07FN G.r UNn=R071F'4 VATERIAIS.SNOW OTHERWSE.IN ACCORDANCE Al TH ACI 30 SECTIO14 4 2 PIRCU149 ALLOW GASECUS MATERIALS OR CE SHALL NO-BE PLACED IN AN'rI_L OR EMBANKMENT, A A PHASE BQC?1N COMMUNICATION,ALARM OR SIGK\_LINES, B PHASE CRO40E 00 PURP-L CABLES,CR CONDLIT AND-RAFFIC LOOPS 277/480k.30 C"ASE YE-1-Ove Of NEW GREENF(E-D GROUNDING NOTES: NEUTR- GFEY POTABLE WATER 6 1 AL'_GROUND ELECTRODE SYSTEMS(nqC_uDmG-ELECcIVhILNiCAT,1;N,RADIO,LIGHTNING PROTECTION AND AC POWER GES'S)Sr-ALL BE BONDED TOGETHERK'OF BELOW GRADE.8)TVYC OR MORE CCIPER BCNCJIKG COIIDJCTORS IN ORCU1140 CKEP, RECLAIMED VIATER,IRRIGAT AND ACCORDANCE IYI-,-THE NEC.- TICS 0) RED-- RECLAIMED LINES 2 THE COKTRA-_IOR SHALL PERFORV IEEE FALL-CF-POTENTA_RESISTANCE TO EARTH TES-INC PER IEEE 1100 AND 81)FOR GRCU14D ELECTRODE SYSTEEAS.THE CONTRACTOR SHALL--URNISHANC 114STALLSUPPLEIAEIITAL GR0JKD I DC VOLTAGE NIE, SEWERS AND DRAIN -IT ELECTRODES AS NEEDED TO ACIA-_V[A-EST R[SLLT Cr 5 OHMS cp LESS 3 THE CONTRACTOR 15 RESPONSIBLE FOR PROPERLY SEOLENCING GROUNDING AND U14DERGROU14D CCNDUIT IKS7-_LATION AS 70 PREVENT Ahn LOSS O=CONTjNuTY IN THE C-RCUIN114.SYS-ENT OF DAMAGE TO THE CONDUIT AND PROVIDE SEE NEC AND()) POLAR TY MAR-LLE 41 I.'PV0fi&WN TESTING RESULTS A METAL CONDUIT AND TRAY SHAIL RE GROUNDED AND wrADF FIFCTRICAII)CCNTINUOUS WTH IISTFO BOINDNG FITTINGS OP 9Y BONDING ACROSS THE DISCONTINUITY WTH 16 COPPER WIRE Ut ArPROVED 3ROUNDIW�F CONDUIT CLAMPS. AEBREVIAT CPN'z- 5 METAL RACFWA"SHALI 140T OF JSFD AS THE NEC RE.-.IIREr,FDIIPMFIIT nP,'IJN:-COIIoUC_OR S_RANDF-_-C,):'PFR CONDI.C-ORS WI-11^,PEEN INSULATION,SIZED III A=P_,AqC=WITH THE IIF'-.SHAL RE-_URNISHFD ArID INSTAJEC 03 21 21126 WI-H THE POWER CIRCJITS TO BTS EQUIPMENT ANT ANTENNA KNOL 6 EACH CABINET zRAME SHALL BE DRECTLY CONVENED TO THE MASTER GROLNC BAR WITH GREEN INSULA-ED SUPPLEMEN-AL EOuiDMENT GROUND WIRES,46 STRANDED CCPPEP OR LARGEP FOR INDCOP B7S,42 BARE SOL*-INNED �L) LX1511NG COPPER FOR CJ-DOOR BTS. rF FACILTY INTrRrAr-E FPAMF 7 CONNECTONS-0-Hz_GROILNO BLIS SFA-L NO BE DOUBLED LP 0-STACKED EAC.(TO BACK CONNECTIONS ON OFPOSITE SIDE OF-HE GROUND BLS ARE F=PMIITED GEN GENERA-OR 5 A_LXT-__RIOR Cc?CLND CCNOLC'ORS BETWEEN LO-11PIALNI/ClOLIND JARS AND NIL OPOLIND-INC STALL BE#2 SOLID TINNED LOPPIL;UNL7SS OTHL.ZWSL INDICAILL) ,pc; GLOBAL-CSRIOIJ14-" 9 ALJM114LM CONDUCTOR OF COPPER CLAD STFEI CONIDUC-OR SHAL NO-BE US7D FOR GROLIXINI.CONNFCTlows GSN GLOBAL SYSTEM FOP MOBILE 10 USE OF 90'BENDS IN THIS PROTECTION GROUNDING CONDLC71-RS SHAL_Br_AVOIDED WHEN 4!*BENDS CAN BE ADEQUATELY SUPPORTED L-E L014C TEAM E/OLuTICN 11 FXOIHEqMIC WELUS SHAIL OF USED FOR AA GROUNDIN.;CoUNEcrICINS BELOW(-,-eAjF )AGE MASTER-,ROUND BAR 12.AL_GROLIqD CON147C-IONS ABCVE GPArE(INTERIOR AND EX-ERIOR)SHALL BE FORVEC USING HIGH PRESS CRII/PS. IAW MICROWAVE 13.COMPRESSION'.ROUND CONNECTIONS MA"BE FzPLACEC HY EXOTHERMIC WE-C CONIIEC-IONS ;rj) NEW I- ICE BRIDGE 8014CNG CONDUCTORS SHAL_BE 66iHERMC41-ILY 13014DED OR BOLTED TO THE BRIDGE AND THE TOWER GRCUND BAR er NAT ONAL 7LEC7RC CODE 15 APPROVED ANT OXIDANT COA-1KGS(..a.CONDUCTIVE GEL OR PASTE)SHALL BE JSEC ON ALL COMPRESSION AND BOLTED GROUND C214NECTIONS I) PROPOSED 16. AL_Cyl-RIOR CRGLIND CONNECTIONS 51iALL I?L COAILD WI H A CORRI--SPON NILSI�IAW VA-ILRIAL PD POWER-[ANT 11 ISIAVJOIAI10,01 3.0 104 VI.KSO.N, 17 MISCE LZNECLS 7tFCTRCAI AND NON-=IFCTRICAI ME-TA F3----XFS FRAV75 AND SjPnOPTF SHALL BE FONDFD TO-HIF GP01LN--PING IN ACCORDANCE V41TH Tllw 14F,- OT, OUAN-ITY I:'ZII_'4I11IA IXl%CFINUINDIR 1111:1311UC110� 15.BOND A-L META__IC OBJECTS WITHIN 6 ft OF PAN GROUND RIN.'WTH'1i 42 BARE SOLID-INNER COPPER GROUND cOKDJCTOR RED RECTIFIER 01 t I ILI Iqt0I 1 110',%1 1,;1\1 I R 19 GROUND CCNDLCTOR5 JSED zCR THE FACILIFY GROUIJDIIC AND UGHTKIIIG PROTECTION SISTVAS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS TH1,T FOPrA A R114G AFOJNE--HE CGNDUC70o5.SUCH AS METALLIC CONDL(Ts, R35 RADIOEASE S-ATION 110 Al 11T 11115 DIN,III-\-] METAL SUPPORT C_IPS OR SLEEVES THROUGH WALES OP.FILCOPS.WHEN IT IS REOLFRED-C BE H-CUSED It,CONDUI-TO MEET CODE-EQUIREMENTS OR LOCAL CONDITIONS,NON ME-ALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE R= REVCTr ELECTRIC TLT USED WHERE USE OF M_�AL CONDUIT IS UNAVOIDABLE,e,NONMETALLIC CONDLI-PRCHBITED BY UO:AL CODE)THE GFOJND CONDUCTOR SHAL_SEE BONDED TO ELCH END OF THE METAL CONDUT R:DS RADIO-FREOLENCY DN-A SHEET RRH REMOTE RADIO HEAD SHEET NUMBER: RFVISION: 20 AL_GROLNDS THAT TRA14SITICN FROM BELOW GRACE TO ABOVE GRADE MUST BE#2 BARE SOLID TINNED COP-ER 114 3/1-14ON-METALLIC,FLEXIBLE CCNDLIT FROM 21"BELOW'GRADE-0 WITHIN 3-To 6-OF CAD-WELD 7ERVIIqATIOt, RRU REMOTE RADIO L141T POINT.THE FxPOS70 FID OF-HE rCNOU T MUST PF S7AI ED V TH S i ICCNIF CAULK(ADD-RAINS TIONIN3 GROLIND STA14CARD DETA I AS WFLI). S AD SMART INTIECRAILD DEVICE 21 BUIXINGS WHERE THE MAIN CROJNDING CONDUCTORS ARE REQUIRED To SEE ROUTED TO GRADE,THE CONTRACTOR SHALL RCUTE TWO GROJNDIKC CONDUCTORS FROM THE ROOFTOP,TOWERS,/,No WA-ER TOWERS GROUNDING RING,-0 INA TOWER MOUNTED AjAPLIFIER THE EXISTING GROJINDING SYSTEM THE GROJNDINC-�ONDLICTORS SHALL'JOT BE SMALLER THAN 2/0 COPPER RCOFTOP GROUNDING RING SHALL ET BONDED TO THE EXISTING GROJKD1KG S"STEM,THE BLILDI1qC STEEL COLUMNS, TYR TYPICA_ T 2 LIGH-NING PROTECTION SYS-ENT,A14D BLI-DING VAI[4 IA-AER LINE(FERROJS OR NONFERROLS META-PPI14C ONLY) umTs UNIVERSAL MORI IS TrImCOmm,oKCA71ONS.�YS-Fm V," WORX rDINT 11, MLA1.b•CMk L•.LOR fIA4 4VkOCLKLU t'G:V .,;bAVATIOI.AR0v0Eb 3'cs;mm CAS"LE AND Wi S- W I.M.COKIRACIOC 10'..RII.ILL LxtSUK •.'XVFTIbr. t AS tVI:H:ATrt: {a STF 'A1L T Mobile_ 3\TWTOR tS 10 fSW.i5►ImE DMENCf ANC .;;;I►l{Yt 0' liL Cll•$'1& U:•9CRGRCUNP ANL ER IC.0 VT LTT-$ NWCV AT;L1 \:l r. \STItV[110.v116-0 CQ Or NM 3VRC°A\C. a SYL\\N\\\l FLOODPLAIN VOTE• (E) V:k-(X.-STEW 1'\RSIPI'\Nl•-NJ tM64 THE TOWER S-OCATED IN ZONE"X"AREA CF WHINIAL 8!-N\•�- "� "I-� FLOOD HAZARD ACCORDING-C FEMA COMMJNI-Y PANEL (E)7'-0".5'-0' #261L3CO064H DATED 09/25/2OC9 FOL.IPMFNT'IATFORM (BY OTHERS)— .` CROWN AQLA. ; I CASTLE ----_._...._—.---..--.--ram„• -, T:PAD VCL!W---TRANSFOPMV; 11111 JK 1'I V W.I)KI1:,�'•� l'tl _ MCS-CABINET(BY OTIIERS)(-1'Fj T`L IF'ICF SKY-(Be OTHFRS)(TYF--) 11111s:i.^)Ion Td.1dJ�1 1 _. ._.�._. —.—. .—. •� w\Lv.tsjslm)sq/tsrt _ i l •I—.\I0BIJ.1:SI•I V\LAII;I:R. I I I LI 1.3345A (C)T-MOB LC 8'-0"x22'-O"ECLIPMCNT-AD I = ff IV 13'-"x23'-6"-EASE AREA SEE SHEET Rl.'#:857111 C-1.3&C-14 FOR DL1A1 5 c:1tU\C•'!�C:\�'I'J.1�.SI'1'I:N.1\II EAST MARION •;LI CI:AIN-LINK FLNCLD COMPOUND O I I I I I 9745 MAIN Ito)-\D Eq ii it I:A' RION,NY 11939- 1 T l-NISTING 109.`-0.. (E)�'-C"W DE ACCESS.^,ATE(TY'OF e)�� 1j I I (E)fi'-0"0=N0 PIER �t I(1\� 1 1,1:J O X:IZ �—• '/ I (_)1109'0"MONOPOLE TOWER ISSUED FOR: Ir..'A D111. ITK'A\ LHS"piltr IL:t ',� I '� ul y oz Ixtl r�c>cnxT atn� sn� I (E)•0'-O'x22'-O"ECUIPMENT PAD I 401..:ILW pt' ft>\jTRt'G71fAt yr. "�• . . I .�._. . (BY OTHERS) (E)--tAOBI-E ICE BRIDGE (_)T-MOBIL_FEECLINES s3's" ° (1B)7/8"CCAX CAB-ES ( M n:POPCO,v_C cos=3399 •—•— ,—•—•—• I (E)'2'-0"x27'-0"ECUIPMENT PAD W/CANOPY(BY O---ERS) I I ^ Of NEW Y o I 1 r'S t L sq,4 0 � t75a:1.x I 1 79'-" (COWN)WID AREA) II ISA\101.A110\011_\R IOR\\l P1,KSO\, l-1:L13S771L•1 1RL•'V-11\01\D11t 1111:DIItI.CnO1: 014 IAA i.\51_D NROPI SSI0\41 L\GINI IR 71D.A1:11:K TFIIS IX)CI\Il:\1 SHEET NUMBER: REVISION: CCMPCUND PLAN c _�•1 1 1 Sr-ALE: 1/4�1' (FUtI.S17F, fI ) 1 1 fOUI-MEN--EGENU� r-X ST ING TO BE RELOWED/REMOVED A T Mobile NL 'E)7 VOBILE AAV CABINET TO REVAN P 1RS1 T kN) (171)54 it'I-V:*U 20CA P--C PSNSL ID 4EVAN CROWN CASTLE C()RI 01tV1 I.1)\RK I)Rl\F SL:!IT I III I'I-H-1()N 11\RK-\'1 12(163 (E)T-MOBILE EQUIPMENT TO BE REMOVED: (1)CSIR 7210 SAS-MXP ;F(E)T-MOBILE COMBINERS TO BE REMOVED (3)ERICSSON-KRF 201 89/2 -4 I 326 TXY( rAI-:0 1 1(- -�+�661-051 (E)T-MOBILE REIS 6102 MU AC ENCLOSURE(To BE REMOVED) P 10h i2l"I"; (EXISTING CABINET TO BE TEMPORARILY RELOCATED TO SET THE NEW CABINETS AS REQUIRED AND REMOVED AFTER INTEGRATION) I \ I T-1\10BILEI SI'1'1-,"NUNIBE'R: L113345A BU#:857111 'E)7 VOE31LE 6'C%22'-D'EOJIPMENT PAC CROWN CAS'FLE'si'rE NAME: J.t.W 10 IEVAN EAST MARION 9245 jN-IAIN ROAD EAST 1\1,'\RION,NY 11939 'E)T-VOBILE RADIOS TO REIVAN EXISTING 109'-0" �3)ERICSSON-4460 871+3155 ONOPOLF"'TOWER (E)T-VOSILE GROUND BAR i I �! ISSUED FOR: KEN D N-11- DR%X'.\' DUSC.TJ1910N, DJ:S Q 01 16 20.26 LIKID Co.\SI-Rucl-IC)N Sils com-m Clio-\ I sJj-' (E)T-MOBILE EQUIPMENT TO BE REMOVED: (6)RU22 'f-EPOP170 L-1 C CC) 331)0 (E)T-MOOSILE EQUIPMENT TO BE REMOVED (3)DIPLEXERS (E)T-MOBILE RBS 3106 CABINET(TO BE REMOVED) (EXISTING CABINET TO BE TEMPORARILY RELOCATED TO SET THE NEW CABINETS AS REQUIRED AND REMOVED AFTER INTEGRATION) ME* c. 1p f ',E)T VOBILE ICE BRIDGE (E'—MOBILE F7-EDLiNr-$-0 REMAIN ...........—(, 8)7/8"COAX CABLES 03 24 2026 f' (E)4--o-WIDE ACCESS GATE i LI-Is III LN NRl ACJI\G L)C E lJ, H IIIIRFCII0N 017 A I.Icl'%.%J'I)I'I((A FISTO."%I I;NGI\I I H, JO,Al TER 11 lis 1)(7r.1 SHEET NU)14BER: REVISION: EXISTING EQUIDM--NT P-AN - .2 �C'.:l�t- 3/4':1,::()'(Full C 1 3/a' 0"-1� X ST NG To 91 RELOCK-EO/RE MOVED VFW T Mobile 4 S1 IX%N\\\i' (E)--MOB-E AAV CABINET 11\RS11111 NJ 070,54 0 (E)T-MOBIL7-203A PPC�ANEL SEE NOTE#2 C ROWN SEE NOTE 03 CASTLE 3(:0RP()R-\TI-.V\RK L)Rl\LrSILIN:101 1J-IH'0N 11\RK-NN 11065 r -1 -- ,ll�l:1 (N)T-MOBILE UNITRUST TO BE INSTALLED 316 TRN 0N RD 1,NC 27c.0 ly (ATTACHED TO EXISTING ICE BRIDGE POST) RAI-FIGf(919)661-6351 kvwxl tcpgr)up Icl I IT '11 lOL3 it:073-112-10-1151 (N)T-MD81LE RADIOS TO BE INSTALLED If (3)ERICSSON 4460 825+B66 T-MOBILESITFI�NIUMBI-R: (2)ERCSSON U63 841 L113345A (N)T-MOBILE EQUIPMENT TO BE INSTALLED (3)KAELUS-MI-54844-QUAD B66/B25+B41 DIPLEXER BU#:857111 I-MOBIL_WORKINC LIC-I 1 CROWN CA SITU'N X%I F: EAST MARION 1A E)--MOB -C"x22'-0"-E S' EdJIPVENT PAC 9245'.MAIN ROAD HAST MARION,NY 11939 H'XISTING 1091-01t IMONOPOLE'roWl-"R T-MO311-7 RAP.CS 2)ERICSSON-L480 C'1-BBB ISSUED FOR: RI-N DXFI: DRIXN DI:5CKI7I70N DE,'Q.� 01 211 2026 LKD CONSTIRUC110N S13s 5115 (N)T-MOBILE EQUIPMENT INSTALLED 113 2412026 BB CONSTRICTIONIN PROPOSED 6160 CA800: I t (N)T-MOBILE ERICSSON 6160 EQUIPMENT CABINET. (1)CSIR IXRE V2(GEN2) SEE SHEET C-6.1 THROUGH C-6.3 FOR DETAILS. SEE LATEST REDS FOR COMPLETE SOW. (N)T-MOBILE SLACK BOX TO BE INSTALLED ABOVE EXISTING RRL19 -fT-"Pc)pco.Li C C-OA=3399 SEE NOTE 01 (N)T-MOBILE ERICSSON 13160 EQUIPMENT CABINET SEE SHEET C-6'1 THROUGH C-6.3 FOR DETAILS. SEE LATEST RFDS FOR COMPLETE SOW. Of NEW (E)--MOB-E ICE 3RIDG- 03 14'026 (E)T-MO611F 7FECLINFS (1E)7/6-COAX c"e-Es (z-)4'-0-WICr-ACCESS GATE II S.111E)N 101.1 110N 01 LAA f-UJR VIA FLRbUN, k-\'LL�SS RI%CnN('.L\IDFH IIIIF DIRFCI10.'� ALL CONDUIT TO BE SCH40 PVC OR L7FC,AS NOTED.INSTALL WEATHERPROOF FITTINGS. OF AIJ0 NSU)PROF L.1-110\M I�Nwl I R, ABOVE GRADE CONDUIT RUNS TO BE MARKED WITH HAZARD TAPE TO PREVENT TRIPPING HAZARD. CONTRACTOR TO REUSE CONDUITS IF SIZED CORRECTLY, nils[)()(,]%II:NJ 1.(2)2-1/2-CONDUIT BETWEEN 6160 AND B160(ABOVE PLATFORM,LTFC or SCH40 PVC) 2(1)2-CONDUIT FROM PPC TO 6160 FOR 150A BREAKER CONOU"(LTFC or SCH40 PVC) SHEET NUMBER: REVISION: -3-(1)2-AND(1)1-COkOUIT FROM EXISTING AAV CAB*iV TO 6160 CA&kV(LTFC at SCH40 PVC) FINAL EQUIPMENT PLAN U)SC / ALE: gjjj 3 mot'-C-((FOL1 7�L 1 7r) C-1.3 / -0 34e I. 01. �XISIING TO BE RELOCA-ED/RE1/CVE'_- rAA AFPR0V[E)H--1.311T NEW mm Mobile 4 SYINAN,V V1 N-1(174154 rAL 17AtAA-PROVF)FT-IG FT LLLY E-bi-ilY-0' TC1 ITH A-PURTFNANCF ;9k;).kq%",,f LRL W I-.&"L641 L%N#C- _gF ST RJ�CTer_ 'V ELEV I I CROWN CASTLE 3 CoRPOIZATI -,"L:Ijj-III] -OWER -XISIIPIC OWLR-C IIING 13'�RK L)RIA I Alf, F STING TOWER I C-1 I'll, POP F F� cq,:-d` SACL-109-C" VCL VX-.- (A-I FA)N 17 VkK,N% LXISI INC 0 1 L R CARRILR LOU PMLN I t, IEX STING OTHER CARR ER ECU PMENT VCL v- 1l-1 E T-MOB EOUIDMEN-TO*-MAIN T-MOBILE ECUIPMEN7 To:mv,1iN A&I 1 1 O-i,-ER CARRIER EOU PMENT :3)COMIASCOPL-I IN-65-113 ANILNNA E-STING OTHE:k CARR ER E2U TPMENT N COI1MSCO-F-F0,-r55A--_2 AN-FwNA EXISTING L r 3_26 1 K')0"�'RD NPCL=SA'_0. va �.c 276111 01-11CF;(919)W-051 34"000'0"CONCE-N-MENT ZAKISTER lcpq(lup ner E T JOB#:6373 34'o.10'-0' CANISTER '-kniff-E AVIV.&:EVIERLNE L=j UEV b--:r � Ti,�/ T-MOBILE'SITH NUMBER r��'Lto;,_Nt tEodEk NE L113345A 1-vool4t IVA. FLFV�P1-n- CARRIER EDUP1JEf E�STING OTHER CARRIER ECU BU#:857111 EXISTING 07�-ER C CROWN CASTLE,SITH NAME: (E)T-MOBILE EQUIPMENT TO REMOVE I CL 4._a. (N)T-MOBILE EQUIPMENT TO INSTALL (3)GENERIC-TWIN STYLE IA PCs TMAS (6)COMMSCOPE TMAT19G21eL25-21 TMAS I FAST NURION (3)GENERIC-TWIN STYLE 19 AWS TMAS • 9245MAIN ROAD (( EAST NLkRION,NY 11939 E)109'-D-MONOPO-E TOWER I 'E)109'-D"vONC'CLE TOWEIR jixis'rING 1091-0" (E)I-KO091-L FELDLIMES IC REMAIN 1-MOBILE rEEGLINES MONOPOLE TOWER (161 /EI_COAX CABLZS le',7/0"COAX CAB.ZS I THE DESIGII DEPICTED 14 7-IESE DRA.VIIGS IS JAL WHEI,ACCOMPANIED BY A ISSUED FOR: CORRESPOND114G PASSING STRUCTURAL ANALYSIS REV D.,Vn-- DRWr.,' IDE.SclurviloN D)_�S QA 2 CON51-1JC1 ON MAKAGLL�/GjLRAL CONTPAC'OR SHALL REVIEW TIE 4.—!!!I c0.\Tmucnuz sits STRUC-URAL ANALYSIS FOR ANY CONS"L-010N COWNTIONS PRIOR TO NS-ALLATION I Sm AM REQUIRED STRUCTURAL MODIFICATION DESIGN OP MOUNT R--P1.ACEMf_N1 SHALL BE A-PROr-C BY FOR T1 P OPrO,LLC EXISTING U-FER CARRIER EOU PMENT EX STING OIHEP CARR ER LOU PMENT VCL 29'-0*or MCL 22'V I 1 i tk Of IfEw C.a 03 74'0'6 ;()TI17AR OF-CHNF4 TT3� TOV�EQ r.EN 0- L I I IS 1 NICILA110N 01 1,%F01t NNI PLKSO.. ':ILL'S'nin ARE 1Cn.\(.1 N11)"1111-DLRI(1101: OFgLICIENSUD PRO)ISSION M El:GIVI I K 10 A1.11-K 71115 130r.t%1I'Cl SHEET NUMBER: REVISION: /—,-\EXISTING_CWER ELEVATION r',\71NAL TOVV::l ELEVATON SCALE (FLLI 51E; SCALE: L S217, -2 . �/ FLjI C (11.7) CF• EQUJIMEN--EGEND� 7XiSTING TO BE=?ELOCK-ED/REVCVED NL%Y T Mob i l e - CROWN CASTLE 3(3)RI1011 kll 1'\RK I)RIN I StA 11 Ill] UJI-TON PARK,M-i2u65 ;l'l--4Al' (E)T-MOBILE EQUIPMENT TO BE REMOVED 3'(,1 k YC)N Pd) (3)GENERIC-TWIN STYLE 113 AWS TMAS PL141-I G 11,\f:2700 o1+7C-1:(919)(wo-6351 www tcpgn)up'r nL I EP 10B#:65732 1219295 --MOB LC EOJI'M[N-70 R---MAIN T--j\10 B 11 A 1'suli N U%if B FIR: (3)cc""Scop= "135A r,-ArE4KAS (E)T-MOBILE EQUIPMENT L113345A (GAMMA' (3)COMVSCOFE-FVV 65A R3 ANTENNAS 320'A21MUTH BU#:857111 (GAMMA) ':U1,1�'suE NAME: 310'ALMILTH CROWN CA. 1 .1 :ALP"Al (F)34"W3*-C"CONCEALMEN1 CANISTE< (E)34"WC 0'CONCEALMENT CANSTEF EAST ALARION 9245 MAIN ROAD I THE DESIGN DEPICTED N T-IESE DRAWW,5 01'/'.(AA11mrH LAST M.ARION,NY 11939 IS JAL WHFN ACCOMPANIE--BY A CORRESPONDING PASSING STRUCTURAL ANALYSIS -xis,rING 109'-0" 2,C014STRJCT ON MANAGE'. GENERAL k CONV2AC-014 SHALL PLVILW 1-1L 4 1 MONOPOLE TOWER STRUC7URAi ANALYSIS FOR ANY CONDITIONS PRIOR TO NS-ALLATION 3 AVY;iEQUIR70 STRUCTURN MODIFICATION DESIGN OP MOU-14T REPLACEMENT SHALL N BL A-PROV'-C BY LO-1 ISSUED FOR: DR(E,T-MOBILL 4 5"SPINL REN D.,vr7-.. I %%\ OF-SCRJpno\* OIL8 (E:---IA-3B 4 5-SEINE OJ 29-2026 LKD CONSI-RULTION slis— (E)T-MOBILE EQUIPMENT TO BE REMOVED CONS*J'RUCI'iO\' sks (3)GENERIC TWIN STYLE 1A PCS TMAS (N)T-MOB[LE EQUIPMENT TO BE OWA"M (BETA) (ULIA', (6)COMIMSCOPE TUAT19G2181.26-21 TMAS 170'AZIMUTH 190 A71MJ7H Tl:pc)pco,Ll.c I COA=339" Of ME$-, 03 24 2026 t�]SANIOIAIIUNUI 1-0 PD)t%N')PI-KSO-\. Ul�'�,NEN\RLACIINGUNDT.11.1131 DIRFCTION OF N 3ACI.NSED PROFT-MIC)"%I I-':Gi.Nr i R, ID M.11 K 11 fls Dort Mk.N-1 "IlIvEl N1 NIBI-11 Kl-VISION /-,-\EX1S-1NG AN-EKNA PLAN(9 85-0 /-,---�FINAL ANTENNA PLAN @ 85-0 S�'A-E: (riLL si2c) - 1--0-(7uU.112c) C-3 0"(11.17) 0 ,,�2;=0•(I IX17) MANUFACTURFR FRICSSOR MODEL :4ADJO AC T.JRER COMMSCOZIE DIMENSIONS 1"-VvX !bfw".14 11' jMAKPIJ--Ar.TJRER: 1 i-picssoN W--IGH- 00 93_BS MOML TMAT ISG21BL26-21 Srn.E Xv TMA I MCDEL; 144EID RADIO E2/2b 8.b6:-�RL 161 912/-", REQJENCY E341 DWENSCuS 10 CrX9 rX4 7 T Mobile �CR NR AND L L DIMENS ONS: 119.6"x 15.7-x 12.1 (H"x W' D") SKU! :34376 WEiGmT 16 6 LSS !WEI^.H-. 1'09 LBS iFREQUENCY 555-894 MHZ IBRAC.<E-WEIGH7 I L-8_f3S (=:�S HFAVY 0SXK1?559n3/1) 5 7" In 12.1' ASTLE 0 c 3 (:0R11(X\1]_1)\RK DRIVILSUI 1:.1111 07) 0 0.11-70N 11\RK_N�12065 QD 2 ! Ile, r__ — q� 0 -A m'.ti.P1.1 3'6 1 EWA RI) L RAI F 1(;]1,\(-27603 0 01 J.-I-cL(91'.P)6614,351 rr-i)10B 4:6-57,31121919-5 dc HINIh H IM1111111 T-MOBILESITE'NUMBER: L'1334' I SA 6-0) F CO BU#:857111 CROVIN CASTLESITENAME: EAST�aiioN, FRON I 11 9245 MAIN ROAD I�"A';-f MARION,N-i"11939 ,/,-�ERICSSON-RADIO 4460 225,B66 /_-NERIMON-RADIC 8863 B41 COMMSCOPE TMA TKIAT19G21B-26-2' S_YLIE 3CY TMA SCA f:NO-10 SCA x �,�_CAI_�L.N07�ICSCKL:_. A�L_-:NOI,�OSCA�-_L I.-' is'rING 109'-0" MONOPOLE,TOWER OT CON-FiLCTOR TO U11UH E STING LNIS_RJST FOR SLAC�<SDI __j ISSUED FOR: PLEN I DAFL DR\V\ DI_-SCKJI1I10N I)ILS Q_.1 1. 01 26 2026 LRD CONSTRucnoN sus I CONSYRUMION S&I C. MCC V 0, 'M-P 011CO LI-C 0 rl Lb- I& fm —1.1 rr obw ft-tt W-P 6 2. FRONT VIEW SIDEVIEW PLAN VIEW Of NEkv FOOPOM WM CAKI J, J1 &ComwIT(INV) wnw.3 nsm u_-o,a�, -CAELUS Mi 54844 131--EX7-R NOK A CSR iXRE SIZE(F.%%,wD)9 41 x4 334 5D IN SIZE(-I.W.3):175xl7.25x'D,O IN "v scm 0;0^t, I i i, LULAM)N0i LAW LUK kN1 I'LXbL).\. t�J_r,1110 IM:-\CnNG I\DIA 111L DIRJ MION ELEVATION VIEW al N[JU-NSIM 11111011 MION Al I I G.1�1 I k Vo\I:n-R*11 IIS DOCt\tl:Nl SlIFIA Nt.1,111EX REVISION': /-'�\KAELLS-- MI 5484/ DIP_r_XER XRe ROUTER ICE BRIDGE W/SLACK BOX ('cz N NOT�TCSC�ALE SCt_E:140T TO SCALE ��SCA�LE. �,�)SCALE�\--T TO SCALE c 5 InTs Mobile 4 SYLV.%\'NX ky 11%RS11111 kNY,-�j o7164 CROWN T CASTLE 3 CORPOR VI I P\RK DRIVE-surri-,im CLIF-1 ON 1;.XRK.N%i2t*5 �ij7jFILE FUTURE FWI�30N 6160 ERICSSON 8160 SIW3UFP0RT CABINE- BATTERY CABI14- J, 'i\k"INA", 0 �HCSSON Hloll 1��'ON RD v FUTLRF SIT---SU--CRT CABINET �RICSSV-rl H160 I I\(-27603 Art BITTEP�CABINE- 0)i9)661-6351 lc-pgmup neF I Ell IOB#:65731 121929i T-MOBILE SITE NUMBER: L113345A ---------- -------------- BU#:857111 CROWN CASIlESITE NAME: EAST MARION 9245 j%i/\IN ROAD RAST MARION,NY 11939 PLAN VIEW WDR,,N,-CLEARANCE 6 60&B'60 LAYOJ- ELEVK-ION V-EW WORKING CL A ANCE 6160&B160 LA"OU ��SCA-�=-.'40-�TOSCA�LE �� SCA-E;NO-TO SCALE EOXISTING 109'-0" I I TNIONOPOLE TOWER MANUrACTURER: ERICSsor, MANXACTURER ERICSSON MODEL 6160 12-BASE r-WA 12S 5110/1: MODEL: "o�S'E'FRAME'596-25 5010/1) 12".25 6'.25 6" DIMLNSIONS(H.W 5. ISSUED FOR: DIMENSIONS(H.W.:)). xD)]:'.2-1 T-��SKL# T S.D. T-MCE11-11 S40 T,B 3 kIA D.A�rl-, I DRW'\I DI-lMVJ'IO-\ JIDES QA 01 29 2M ].?D CONMUCnON SDS 13H —STRUCTION PROPOSED 1/2-DIAVETER.SIMPSON SRONG--Ir- STRONG-BOLT 2 WEDGE ANCI-OR WITH 3-3/4"140MINAL EMBF:)MEN-'ICC ESR-3037)TO BE IlJSTAt-ED A MINIPUM OF (I)IN EACH CORNER OF CABINET SEE MANUFACTURER'S ECUPMENT 114STALLATION MANUAL 7OR ANCHOR LOCK-IONS IT n v ol,co,lj C 53W� IS ASSUMED THAT CA13INET ANCHOR-OCATIONS HAVF 9FF%4 CES'GNED�REIhFCRC=0 BY THE MANUV TURER TO,W-I-STAND 256, SHEAR A14C UPI IFT FORCES A-S CALCULAACTED-.N THS'OLSIGN A 6160 V 0-0 c 0 EQJI-MEN- -@ffl- BASE FRAME of"Esv LOCK 0 0 c WASHER r_-a P-ATE 2 5"0 KNOCKOUIS WASHER GROJIND 2 5"a KNOCKOUTS -f REMOVABLE PANEL GROUND REIVOVASLE PANEL 03 24 ZW-6 -T 0 o o 0 0 16! CABINET BASE AT-ACHED 'IIITIEW CABINET BASE A-TACHED SIDE VIEW WITH 18,m BC-T 30NM PLAN SIDE YJEW Wl-H 161,EOLT 3-ONM PLAN VIEW I 1 15 A V101 A IIU.,�(A L-%Vi J,UR%NJ IqJtbL).%. �LLSSIIHM%KC ACTING L\DrR]Ilr DIRI-C71107.1 01 A I.ICI\SFU PROFUS21:10-M I- .11JX CONCR--7E SLAB SHEET NUMBER: REAqSION: (--,-'�TYPICAL ANC�-,,--R ECLT Dr--/-IL (---,%ERICSSON 6160 PILNTI--DETAL /—,-�\ERI2S-,CN 8160 PLINTH DETAIL k1f.)SCA-E:'40-TO C-CALE SCALE:NOT TO SCA-E ��-,CA�----140T�TrSC�ALE C-6.1 IVANJ-ACTURER: ERICSSON KIODF (LT7_6160_AC_V2"V2 CABINET C MENSIONS(HxWxD): 63"05 6%25.6" T Mob He WEIG1 F: 433 LGE k)' S'<u T R B) 11%IZSI I'I'\NY.Nj(170,94 t�C T CORR[C-KNOCK-._r TOO-RcojlR[D roR PUNCII,N0 KNCCAO-!TS CC 140T DRILL T IROUGI 1 CROWN KNOCKOLTS COIJDJIJ M-ST BE DR,-3ERLY SECURED TO PREvEi4T DAMAG:TO CABNFTS AND OR CABLNG CASTLE GROLINDIMG NOTE: (:]-[]--]'C)N P l2k'65 CABINEI GROUNDING 10 USL A!zPICLL.#2 8 CW CONULCIO-?W/2-FOL=.V C-C LONC PAR'RI-L.WINDOW LUG.N�/4_LfNC 10 GROUND RING FLIKIH GRoUNIDImG 15 NO ZLCJlr,-D 3'6 1 k� Kt) BOLT DO)XVNPATTERN, 27(,03 .5"KNOCKOUTS RIGIC CONDUT.LB CONDUIT BODY 61--via:pl�),'614,151 1�0:4 ALARM CABILL _LMP SENSOR RCU ING CONDUll lepgroup Ilet MUST EF PROPER Y SFCJRFD 70 PRFVzKT DAMAGIF 11:11 1013#65732[21 9295jq 2.5"KNOCKOUTS./RIGID CONDUT.LB CONDUIT BODY FC:?BATTzRY CABJ CONCUIT MUST V PROPERLI SECURED TO FREVENT DAMAGE T-NIOBILE SITH NUMBER: LJ13345A 0 0--2.5"KNOCKOUTS./RIGID CONDUT L3 CONDUF`BODY zOR AAV FIBER OPTIC CABLE w/NIC POWER CONDUIT MLST BE-RC-ERLY BU#:857111 SECURLD 0 PR__VLNT DAMAGL 7 0 ('RO\XrN CASTLE,SITE NAME': EAST MARION 2 S'KNOCKOUTS 70-1 HYERID OR ir SPOOL BOX CONDLTS -1.1 0 c 00 a: 9245 MAIN ROAD )��I Q"' - I c EAs-r IMARION,NY 11939 2 5"KNOCKOUTS FOR'"RIGID CA61NET GROUND POINTS ISTlNG 109'-0" CONOJIT(CPTIONAL-AAV/My) "OT TO BE USED WHEN ADJACENT Kn's ARE IEDMINATED DOOR CICSFD FIX ROXILC RG-M---J OR LIKIL WITI-'-IUBS/GLANOS GLAND FOR 1/2-OR LARGER NW COAX IMONOTDO1.11TOWER MAY BE USED REAR VIEW S-S 3.5, PLAN VIEW j ISSUED FOR: IUZA lDALl_'__DIRVIN DESCRIPTION 01-_�Q4 0 01 28 2026 LIU) X 'CTION sb5 1 w 24 zt.,26 BB CONSTIR ClICIN sm 2 5-X POWER 00 rllp— KNOCKOUT TO 816D 2.5"KNOCKOUT w/ 0 LE CONDUIT BODY FOR ALARM& TEvP SENSOR ROLTING-0 E160 I I I�o 1,7 o'I.I.0 C()A=5399 75"KNOCKOLT uNLSFD FCR 0171CATED 0 CIRCUr TO SERViCE OLTL_� ILL CCNCUIT 8001 TO A 2' 2,5"KNOCKCU-�/RGID COINDLIT.L3 CONDUT 3ODY FOR AC DOWER CONDUIT MUST BE "V3 /I-R!CVCER PROPER-Y SECURED TO ZREVENT DAMAGE Np-LE FOR ljlr,/0,4sS p'*rip 25'KNOCKOLT LNLSED FOR DEDICATED COVA 4c LL CONDO BOY, CIRCUl-TO SER%ACE OLTL--- 0 - ...A*XTEC Ar.-W63 OR Of wEiv 11.94 CLAND rop!/7"�Q JAGER 1'_B CONDLI_BODY TO 1- GOS CW MAY 3E VSEO 0 CONDJIT TO DPC(GENERATOR, 7' PPC.ATS&-OWFR Al ARMS) CCVL47 0 r.r.fFyA-0 PPC 2.5"KNOCKOUTS /RIGID CONDLI-,LR (vG"t'zAlOR,PPf_AIS A-IOWEP CONDUI-300Y WIL_BE LSED FOR INTER-BASEBAND.CONNECTION RJINNING CONDLIT TO LEGACY 613.620,COE CR MUAC -Tco_,j CASINElS FOR CONDL;Il MJS_BE PFOPER-Y CAr?4r?I.40I.A10 MINT CABINET GROLND'OIN_ SECURFD TO'RFVFNT DAMAGE 03�4 16 CABNET LOWr_R 4"'UNTH CAN BE lo 01 REMOVED FOR ADIDTIONAL'2"PLINTH LEFFITIEW FRONT NTIEW RIGHT-\TIE\Kl DOOR SWING I I IS%%'I0I.All0N 01 1 UK\:,)Prlt�U.\, UNJ.M-llilLli ARP Ar-11ING I\Df--It 1111:DIRI C-110N OFA I ICI�NNI:D PROH'SS10"Al I I K, F11151)(W.I.\fl:"'I SHEET NUMBER: REVISION: _ERICSSON-6160\/2 SITE SL)PPORT CA[91NE- SCALE:NOT-0 SCALE C-6.2 MANI,,FA1'-JR[P%: :--RICSSON MCF,'FI- :�16D F3ATT7RY CAP-114F- DIMENSIONS',H W-4C): 63"Y25.15"09-.5" T Mobile WCIG1 IT: 295-LBS('NITHOi-T E3A-FERIES\, -I SYLV\N V W SKL 339-51, 11\RS11111 kNY,�,j D7054 0 NOTL CORRECT(NOCKOIT-001.R[OLIRED I-CP PJN,^HNC<NO,-KOi-TS DO NOT DRU,TI-ROUGI CROWN KNOCKO-ITS CCNOUIT WUST BE PROPERLY SECURED TO PREVEN-:)A%MGE TO CABIN-r 5 AN)0;CAE?-ING CASTLE 3(X-)R1'0R-%TJ-I'\RK L)RINT-SL11T'lill 2 KNOCKOUTS RIG D C01,10iff, 2 1-KNOCKOUTS RIG D CONCil',LB rill LB CON')tJIT BOD�FOR 9K--FRY C:-)'JPLr BODY FOR ALARY CAB17&T�MP CABLE,CCNDUIT MUST BE PRO-ERLY S�NSOR ROUTNG CONOL.1-MUST BE -0 PR7-VE4-DAMAGE PRCPERL1 SECURED TC PREVE,4T DAMAGE N;.\ ia-T.177. "'6 RID 1�%J I JQ 1,N(:27(p3 0I!I CI (919)661-6351 < \%W\k FCPgrOUP nCt I'Ell 106 V:6,732 1219295 'r-MOBILE SITE NUMBER: i]13345A CABINET GROUND POIN-S PLAN VIEW BU#:857111 CROWNT CAS'111,-SITE'NAMI"': 00 00 EAST MARION REAR VIEW 9245 INIAIN ROAD EAST.\1AR10N,NY 11939 25t' EXISTING 109'-0" (OP IONA-)2 5-KNOCKOUTS MONOPOLETOWER FOR ALARM&TEMP SENSOR ROUTNG TO 6160 10�nO")25"DC POWER o(NOCKOJTS TO 6160 00 ISSUED FOR: 0 0 'k�\ D VII, D R%VN D1':srjum1O.N 1� 0 01 28 20-26 LTLD c0\5110 C110N sin Hu CONSTRUCTION' 0 TI:p Opco,1-1 c LOA-3119 0 Of CAE NLT GROUND POINT 00200 QD f 0 0,000 CABINEI CROUND POINT LEFT VIEW FRONT VIEW RIGHT NTIEW DOOR S%qNG 113 24 2026 ROUNDING NO-E I 1 5 A\'IUI-Ai]CJ-\01 LAW I UK L\1 FLKSON, L'I ESS 11fl-N ARI NCIING UNDLU 1111:I)IRECLION CABIN=GROUND NC TO LISF A S NG1 E.#2 BTCW CONDUCTOR,W/2-HOI 7,1'C-C.I ONG 1:A IACI--.*INCD Iqt0I I�'SION Al I k. BARREL,WINDOW LUG,IN 3/4-LF14C ID GROUND RING FJNIH GROUNDING IS NO--3EQUIRz-0, TO AI:11-'RnIIS DM.L'\Il'171 SHEET NUMBER: RENWON: /---,\E:RICSSON B160 BAT-ERY CABNET _jSCA!-[.NOT TO SCALE C-6.3 =01 7 OTHER CAR�� InTs Mobile F— 7 CROWN CASTLE sz (,(JKi)RAI F PARK DIUN -.OL ::L11TON PARK.N)12065 5?:2 z 04 1-1 p OTHER CARRIER z 326 RD RAI-I K;11, 27(0)3 C)19)661-6351 w\N-A Tepgroup 110 TEP IOB 9:65732 1219205 L T-NIOBILE SITENUMBER: of L113345A BU#:857111 CROWN CASTLI I"SITH'NAME: EAST MARION 92245 UAIN ROAD D() li.\(1 1 D I 111 111 1 k I()I V1 R 11(.\1 I I\,,,I EAS I-XTA RION,NY 11939 /-;'\MAXIMUM VERTICAL LEASE AREA \R1 �H'I I I Qt I I'MI 1. L 1)1*,(; ��SCAL7E-NOT�TOSCA�LE �� .:IRL(It R\j NI(A :.( �'\�()IIH 1, EXISTING 109'-0" INI I":(1)I,DI:)I,\I 111 \1.Sl I\I-I BI NIONOPOLE.'roWER I I I IP,I 111 1"1-()()j I I I(\1 1.11\sI \RI \ 11 j ]:;(I R" ISSUE F R: DR%\.\* E.SCRIPLION ms a cH 28.!!L I.RD C()NSTRUCnO\ SBS 1 03 24 2IJ26 IVR CONSrRUCnO"; SFLS I > 8'-0"(96")ANTENNA THIS DOCUMENT IS BOTTOM OF 8'-D'(96-) FOR REFERENCE ANTENNA PIPE MOUNT PURPOSES ONLY AND IS NOT A FINAL,SIGNED AND SEALED DOCUMENT Ii IS A\IUI A711tj.\Ol J-.k%\I-ORAN-1 IILKSON, %KF-%Cn.\C.L\7[)I-H 1111;DIRLcnON OF A IICA.*.IZSL I)M)I I-ISIONAI I\GIvI M BOTTOM OF 10'-0'(120') IDAI:11.'k(nIISLX)(.t SIE\1 ANTENNA PIPE MOUNT k 01—,111.1-1 N1 NIBLR; (--,-'\JUMPER LOOP �10 FOOT VERTICAL TOWER L�EASE A�REA . -7 C OT T� �,�SCAL�E.NOT�TOSC�ALE �N 0 SCAL�E C GENERAL VOTES: ONE-LIbIE-)IAGRAM NOTES NOTE' 1 ELEC-RICH_SERVICE S 200A,127/24OV,19,3% LOAD CALCULATIONS TAKEN FROM 1 ALL NEW CCNDUCIORS 10 BE 1NSIALAD SHALL BE INFORMATION PF.OACEO BY =OWN CASTLE COPPER A-L CONDUCTORS SHA-L BE THHW,THWN, 2 FOP COI/PI=-F 114TFRNhI W9RIN_AN]ARRANGFNFNT.F.F-FR ACID-CY7ER 4N4L`AS5,COL,USING REDS THWN-2.XHHW,XHMW-2.THW.THW-2,RHW.OP RAW-2 -0 VENDOR FRIN-S FROVIGE7 EY ECUIPMENT MANUFACTURER Mob*le D A7FF•07 7C'/20/ :5,V.,,^.ONTP�1:-nF 7- JNIFSS NCT=O p-a-FRW15= VEF.I"Y LOADS WI7R MANUFACTLP.ER': U-1_IT"NC-ES: SPECIF CAI(Of IS PR CF TC CONSTRUCTION 2 CONTRACTOR IS-0 FIE-D VERIFY ALL EXISTING ITEMS SHOWN I CON-RACTOR S-IALL V-RIFY AVA LABLL FAULT CLRR[NT WITH POWER ON THE ELECTRICAL ONE-SIN=DIAGRAM AND&CTFY THE COMPANY ANC ENSJRE ALL ELECTRICAL ECUIPMENT IS SJITABLE=CR -NGINEEP.OF AN"DISCREPA14C ES AVAILABLE FAULT CJRRENT. tiYLV\\\\A) NDTE. 3.ALL GROUNDING AND BONDING'ER THE NEC 2 CON-FAC10R STALL COORL'INAIL Ul LII"SERVICES WITH LCCAL P\RSIPP\\),\I 07(64 CONTRACTOR TO RE-JSE R-MOVEC HR=AKFRS AS(IFECF] J-ILITY COMPANIESI ALL REQUIREMENTS WI-H J ILITY COMPANY SI A.NDARDS. 3 CNE-NNE DIAGRAM 11=CPA SCHEMATIC PURPOSES ONLY AND IS �� _ E%4STIVG U-ILI1'CCAIPAVY VGl IND CA-iVL OI IIIL A:.I UAL=GUIPMLNI LAYCJ TRANSFORMER EXISTING 2GGn�/.��,2�0�12C VAS, �, 3W PDC P1N EL SCHEC'LLE ,/J 4 ALL LGUF'MLNI WILL 1 AVL A MINIMUM!UC IF 10 Y.A.CG171NG IOL �� r -tXI51IVG WIRE&CONCUR TO]-FRMMF AVAI ABl E'AJ17 CURRFv-BEFORE ENFRG171Nc VOI T AMPERES �;:.-AUPFAFS I 1'•` �•••� EOUIPMENT THE AMOU\r OF AVAI-AELE--AJLT CURREN-SHALL EE CC LOAD SERVED (WA75) TRIP CKT PIIASL ^Y.T TRIG ISArml LOAD SERVE[ I/". 1� VARK[^ON TII[S[RvICE COUIFVENT FCR N=C 1102, y� _ CAN-FACIGH S IALL NOIIFY UIILI Y COMFANY OI CI AtJGL5 III ?f-(1)ZI�(11Z\1 l=1'\I�l�1)Rl\1__tiL"I I'I',llll 1CC 5C•_1_- GFCI i =LFC-R CAI 100 1.111 7*U.':P\RIG.X)320(1., SLROF PROTFCT•]R� GO EXISTING T 140311-E r 100 11 4 15 500 I L GHT 6 CONTRACTOR TO VFRMA=FJSFf•XISTIN I,S)DLI-(S)PROP TO 7A:OA Mr-Fk CONS7RUCT101J AND MA'RFJSF=XISTING CONDLI-(S)IF?HEY MFFT . S A ; 7370 THE MINIMUM E'.-RODE PER NEC CODE fi J =C •F35 3t06 - `LXISIIVC 2ULV+ 5'-TC / 6 e 1'-70 / CISCONVECT 7 GROUVC ON ELEI RODE C AJgK pR IS SIZE[MO SINGLE 200A •R65 61•'?2 - 15G � // SL RVICL ONLY I MLILR SANK SI IARLS 4 COMMON '_130 i 1U - - SPARE �\ -! NEUTRAL/GROUN)POIV-,CONTRACTCR WILL INS-ALL(-)3/0 COPPER GEC NSTEAJ �I ! 12 - - SPARE 321E I'RI'1 lti ki) U-NOTE, R\I.I;JGJ11' 27(013 SPARI, - - 13 4 - SPAR[ - /�� f.ECTRICAI MATERIALS,DEVICES.CONDUCTORS,APPLIANCES AND ()F17E,1„-)Jl A 663-6.AS .1 SPARE - - 15 E I6 - - I SPARS �-v EOLIPMEN-SHAL-BE LA8=LED/LIS7=C 6-U-OR ACCEPTED BY 4Ayy.1(�1 411111.tK4 JLRISDICT ON(I E.:-OCAL COJNTY OR STATE)APPROVED TH RC 1110((){1#;{,>,T 1;,121A: SPARE I - - 17 • 16 - j SPARE PART'TES-ING AG=NC'7 SPARE - - 19 S 0 SPARE ,J r� CONOUII NOTES, T4\0BILE SI1L NUINIBER:1 SPARF - _ 7' A 22 - - SPARE 1 NSTALL ALL NDJII TO BE WEATHERPROOF 111f11PG5 OR LFFC,AS NCl_D LI13345A SPARE 23 S 24 - - SPARE 2 ABOVE CRAVE COIIOUi RUNS-0 BE VARKEJ Will VOLT AMPS 5230 523C 1550 1873! VOL AMPS I -- HAZARD TA-E TO PREVEN-TRIPPING HAZARD BU tt�..} : L1 VOLT AMPERES 6780 7100 -2 VOL-AMPERES CROWN CASTLE l:SIT SITE NAME: 7100 MAX VO-T AMPERES EAST MARION 59.17 MAX AMPS 73.9E MAX AMPS.12539 (S)SERV CE ENTRANCE GROUNDNG_LEC-RODE 9245 MAIN ROAD CONDUCTOR SEE NOTE 7 1:AS'T AIARION,NY 11939 (E)'BREAKERS TO BE REMOVED NOTIFY TEP IMMEDIATELY IF BREAKERS ARE TO REMA N EXISTING CONDUIT AND CONDUCTCR LXISl'ING 109'-0" ;MONOPOLE'POWER ISSUED FOR: EXIS-ING 200A PPC IRI;.1 DATI: DR\X'N DFSCRIPI-ION CES Q. WIT-1 CAM-LOK I u IN't= 1JLD r:O\S1RUCnON SIPS PROPOSED 200A M.C.B,240/'20 VAC, 10,3W PPC PAN_—SCHEDULE GENERATOR INTERFACE t 0 24!!Q6 DHA CONSTRUC11ON SIl VOLT AAfPI,l4L5 V.1ti.ATTS1 LOAD SERVED (1NA'TS) TRIP CKT CKT TRP IWAT51 LOAC SERVED o L1 Li PH/SE� � -� L3 10C 1 2 2C )BO GFCI SURGE PROTEC70RS 60 7T:f'oPl'O IJ C CO'1-51'M/ 100 3 4 15 500 LIGHT 5 6 - - "�, SPARE 6070 8 I - ENCLOSURE 6160 150 7 B - SPARE 6070 9 A 10 - - SPARL BR 2 POLE,4 POSITION BREAKER IN PPC it 8 12 - I - SPARE 150/2 �\ -•� SPARE - - t3 • '4 - - SPARE 4 OF N1=K 1- SPARE - - 15 8 16 - - SPARE SPARE (2)CAT6 IN 1/2-CONDUFT FOR LOCP ALARM q ^t- •�} - - 17 A 16 - - I SPARE a �+ �:t• SPARE - - 19 6 20 - - SPARE . �t SPARE - 2' A 22 SPARE (T)2•CONDUIT WITH(2)1/0.(1)012 NEUTRAL,#12 GND&(1)N6 EGC THE NEUTRAL IS SIZED FOR THE DEDICATED 120V RECEPTACLE INSIDE THE CABINET. SPARE - 23 8 24 - SPARE ALL OTHER LOADS ARE 240V 2-WIRE.THIS 1S RECOMMENDED BY THE MANUFACTURER. "''AtSS1y VOLT AMPS 6170 6170 180 500 VOL AMPS o3 L7 VOLT AMPCRLS 6350 6670 1-2 VOL-AMPCR--S 6670 MAx v0 T AMPERES 55.58 MAX AMPS NEW NEW 69.48 MAX AMPS x 1252 ERICSSON 6160 ERICSSON B160 CABINET BATTERY CABINET NOTE-PROPOSED BREAKERS B LOADS v4 MO CONTRACTOR TO RE-USE EXISTING BREAKERS AS NEEOEO. II U.1\101 a170\OI T aU TOR.°i\l PLNSL�N, (2)2•CONDUIT FROM 6160 L\LF'IST111-1 ARE•1C71\Ci LNWI R DTI:DIRI:CT10N TO 8160 CABINET OI i1.ICFVI:U IMIUICS51ON j11:NGINflk (LTFC or SCH40 PVC) 10•11:11;R'11115 IDOCl',IT N I S14EF.T NUMBER: RI.\'ISI()'� FC P'\N=-SC-1=DULE ONE LINE DIACRAN E_ 1 1 SG1_E:NQ-Ta SCA_: SCALE:NOT TO SCALE J` TO A%*EVNa CZAX —0 ANTENNA CC4)( *RE SIZE EURN31 LUC SOLT SIZE CO-FIR/CAIVA-417C�GROJND PAR OREEN NSU_AT-__O YA6C 2TC35 3/8'-16 NC SE 2 GOL7 COPPFR/GAtv%NI77n MO11r F11R 0.SOLID TINNED YAJC-21C.56 3/8* 18 NC SS 2 130,7 p __II2 STRANDED YA2C-21C.55 31r* it Kc s-c"wx- c 10' 'kc4cjtcQc0cc0cccc c O .000-000000000 *OCC00000000 T Mobile 0 0 0 0 0 0 0 0 0 0 0 c 0 c 02-1 S114"aic YA26-2TC36 5/8'-16 NC SS 2 BOL c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c c c c z 0 c D c c c 0 a 0 a 0 0 a 0 #4/0 S1RAN3EC YA28-2N 1/2--I E NC SS 2 SOLT 4 SYJA%N\\A� O7Oi4 F2 SOLID TINN7C COPP CCNDLC-OR To-OWE7/SH7LTER BLRND�GROUND LJG W/LONG BARREL l-EA-S�-RiNK GROUND RING(2 TYP.FOR (SEE CHAR-) (CLFAR) TWO 101�i ON('HARR-1 WO HCLE L014G BARREL COMPRESSION LUG EOTOMI GROJND BAR ONLY' NUT(TYP) COMPRESSION LUG(Ty-) (TYR) -OCK WASHER(TYP, CROWN NOTES FX-FRIOR ANTIOXIDANT JOIN-Cr.MPCLJYD TO 9F USCr ON All FXTFRIOP CONNFCTLONS CASTLE DOUBLING UZ�OIR STAC-�IIIG'OF CONNECTIONS IS NO-mERMIT-ED T_ GROLN3 2 EXTERIOR ANT3XIDALNr JOINT COM-GLAD TO BE JSED ON 1,LL EXTERIOR CONNECTIONS GROUND BAR SHA-L NCT BE ISOLATED FROM TOVIEF MOUNT DIRECTLY-0 TOWER STFE_!TOWER ONLY) CONDUCTCR .1 CORPORkTi-1)%RK 1)RJXE.SCIIj:1111 .3 GRCUND PAR SI-ALL NOT BE ISOLATED CROW TOWER wCUrIT DIRECTL'TO TOWER STEEL 3 GROU14D BAR SHA-L PIE ISCLA-ED FiOM EUILDING,CR SIELTER GROLNL BAR 12tI6.5 13OLT(SEE C-4ART) f-,,-1\TC1AER/SHELTEP GROU14D BAR DETAL RLRNDY TWG HO I UC- IV 141 P AN-ENNA CRCUND BAR DETAIL _O�G BARREL , :w' _I A ��SCAL�S_VCT TO SCALE ��SCA�_E-NC7�TO SC4-E PAR7 WIR To EF TREATFO WIT-1 NC OX A'80-H ENOS V., 111.1. 3-16'1 KYO\�RID R20-EIGI 1,\C.27013 OFF10-(919)60-63il STRANDED A-L CHOUNDRIC LUCS ARL TO BIL xm-\,tcpgToup ner 'S FI_p I �SEE CAART) INSTAL_[D PER MANUrACTUR r 013e 657321202115 S-ZCIFCATIONS ALL HAR6�;�z 80:f�NUTS.LOCK WASHERS S-IALL 3/6-1 1 x I-TAMPER BE S-AINLESS STEEL AL_HARDWARE RESISTANT SOLT (T-P) ARE TO PIE AS FOLLCWS:BOL7,FLAT T-IMOBILh,SITE N U MBER: #6 MIN.FROM ANTENNA WASt-EP.GROUND BAR.GROLND CABLE GROJI111 1117`7��_�' INSJLATORS LUC,LL.AI WASHER AND IQ1 L113345A SIFF NCTF 2 qlyp" WALL BRACKC�—, 0 0 �MECHIAIN CAL LUC CONNECTION BU#:857111 -P' SITE-N A-k1f,: (r 0 7-1 CROWN CASST1.11 G,ROUND BAR ON SIN[JER CC—\— 0 0 0 \,fJSCALE-NOT TO SCALE FAST MARION BRDf;E.OR ON ANTENNA TOWrR 0 9245MAIN ROAD UNIVERSA-CCPP7r 0 C5 GROJND BAR(4"k2C") S-AINLESS STEE_BOLT 11-AST MARION,N"1'11939 LOC-(WASHIR -/N M10 (T7) S AINI mSS ST7EL EXISTING 109'-0" TWO-HOLE FLAT WASHER 'I COMPRESSION LUG 2--iDLE CRIM-/ (T-1) MONOPOLE'roWER WO FO-E_UG OR GROUND NG S-IAL_87 CCMPIRESSIDN LXD-FERWIC WZLD 10 BE L-IMNAED WHILN GROUN115 CONNLCTOR USED WTT-i J2 BARE BAR S EIFC7RCAL_Y BONDED CONDUCIOR WIRE TO -0 METAL TOWER NOTES: GROUND B01-DING SERVICE GRCJND BAR ISSUED FC)R; OR GROUND'RING 1 DOWN LEAD(HOME RUN)CONDUCTORS ARE Ma TO BE NS-ALLED ON CROWN CASTLE JSA INC TOWER.PER TvE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-IOC91.NO Rl- MODIFICAT,ON OR DRILLING Tc 70WZ-R STEEL IS ALLOWED N ANY CORM OR FASHION. STAINLESS S_EE1 _v D'Vn--- DRNV'.\ DMCKIVIION CO\'SI'RUMION CAD-WL-DING ON]HE TOWER ANC/OR IN TH-_AIR ARL NOT PERVI-ILD FLA WASHER 0-Of 28 2026 LRD sils Dr, CONSTRI.7 COI: SIAIKLLSS S_LLL (TYP) 1 (13:!4,2ljz6 2 OMIT INSU-A-OR W-IEN P/OUNTING TO TCWER STEEL OR PLATFORM S-EEL BEL-1-L.W-4- STAINLESS S-EEL NUT JSE INSLLATORS WHEN ATTACHING TO BALDING OR SHE TrRS. (TYR) (TYP) SINGL:'COI\JN:'CTOR A-GROUND BARS r4-�G_RCLNCWIR=_'INSTALLATON �—,�GROUND z_AR DE_AI_ STAIN-ESS STEEL BOJ 'I1"p0pCC_)'LIC r'QCALE:NOT TO SCALE CC)A=5599 _�/SCALE:NOT TO SCALE S-Al Lz 5 STLLL F L AA7N Z H C R DRAGON TOOTH WASAER 'TYP) 4- STEEL 2-HOL--CR'MP/ STAIN-ESS STEEL CO�FRESSION A4t___ Of NEt, (TYrICALL'-) wEATHERPRCOCING x1 CONNECTOR F-AT WAS-IER a 0 (SEE�CTE 3) COAX JM-ER NO`-E:MINIMUM OF S/S NLT STAINLESS STEEL STAINLESS STEEL'JUT ANTENNA CABLE 3 THREADS TO BE (TYP) BELLVILLE WASHER (TYPI, VIS113LE (T") _r 'TYP) 0 ANTENNA SINGLE CONNECTCR AT S-FFL O9jFCTS X., S/S S-LIT WASHER 2 HO-E LO G (TYP) STAINLESS STEE_ CABLE BARREL TINIAND CCNWECTOR SIAINLLSS STILL SOUD COPPER INC FLAT W��HFR WEATI-ERPROO-INC KIT LUG S/S FLAT METAL S EW (TYP) #6 STRANDED COPPERJ (S--L NOTE 3, (TYP) WASHER (GROJND_0 GRDJND WRE (IYP) 2-HQUE CRIVP/ GROJND BAR) CABLE CROLNC KT "ER�j r I!WR A" SEC NOTFS I&2 COMPRESSION TIN COAVE SO-D CONNEC-OR COPPER 6US FAR -/S FLAT DRAGON 7007H J VETALLIC OBJECT NOTE& WASHER CHERRY MULK-OR (TYP) WAS-IER 00 NOT INSTAL-CABLE GROJND KIT AT A BEND AND ALW&I'S DIRECT GROLND I 'TYP) WIRE DCWN TC GROU14D BAR INSTAL-ED IF REOUIRED S/S BC-T 1(.-t At M�Al I I(/Sj��I 0KAC? I]IS A V11011-h LIO\Of L 0 1 OR%NA PLASUN, 2.C-ROU14DNG KT SHALL BE T-E AND=ART NJm3ER AC SUPPLIED OR L',I_ENS'L1JL)AXI:ACTING L'NDI R IIIL UIRL010N %RER Of%IACr_CSIW MtOh SSION A[l-_1:GINI I IL RECOMMENDED 3�CABLE KIANUFAC 2.WEATHER PROOFING SFALL BE TWO-PART TAPE KI-.COL�5-A NI(5FAL-N07 BE 110 AI:Ll-'R'n ITS 1)OCI\11 N71 USED 1011:1-1 NUMBER: REVISION: 1--\HARDWARF DFIAII FOR FXTFRIOR CONNEC-IONS ,/��OUND KT CONNECTION I UG DFTA L �,�SCA�LE-NCT TO S,::ALE (31v ��SCA�F-NO_�TOSCA�_- NO-TO SCALE G-1 a'p C R u1G -C,ANTENNA COAX 10 ANILN'YA COAX /fINSII GRADL 8'OVC P_LG CPLG(THRD T Mobile- 'r- ZED GROUND BAR COP-EP/C-ALVAN)ZED GROUND BAR A \N\\W 11 AR:�]1313\N��\',I o71'i c 0 oto c 0 0 c a c 0 0 0 0 0 00 1 r. 'c C00000C610cocc 0 0;'21010000OC000000000 0 Qc0c*9c*cc:'c z c 0 ckc 6 0 c 0 0 c 0 c 0 0 0 3 0 00 "Fcia. I n 0 0 c n r,f It #2 SOLID(TES-LOOP) CROWN P?FO D IINN�U CO-PFN z TO Tc-VER/SHELTER NOTCH SIDES OF B"-VC SCI 4C PIPE GROLND RING[2 TYP FOR ZL3 _0 AL 3W F(T/=NTRA\IC7')P CASTLE TWO d-CiF lrgr.RARRrt TWO HOE LONG BARREL COMPRESSION LU^. BOTTOM GROUND BAR ONLY) 'IL— - EXD-HERVIC*ELD 01 GROUND RING WiRE c rt, COMPRISSION LiG UW CYR) '(:(QI'0I?'%]I.P\1kKI)RI\I_rsu1Ij-1,11 Q.1 F I()N 13\1'[�.�:N 12065 NOTES &e)TFr, I DOUNLING UI"OR STACKNG'Or CONN:C-IONS IS NOT PERAPTTED I EXTERCR ANTOXIDANT JOINT CCMrOJND TO 0-USED ON A-L EXTERIOR CCNINECTIONS TRENC�-BOTTOM 210 TINNED CJ zXTFRNAI CADWLLC TCS_LOOP TO T3WEF GR3JND FIN'.W RE GROUND 3A:�SHALL BE ISOLATED FROM ELI-DING OR SFELTER 2 EXTEPICR ANTOXIDA'4_JOINT COMPOLNO TO BE LSED ON A-L EXTERIOR--'3,qKECTCNS 2 CROUND 3A-i_SHALL NGI S'_ISCLA LD�ROM IOWER MOUNT DRLCIL)10 IOW=R SILiL.(1OW-_p ONLY) L .3 GROUND 3AR SHALL NOT BE ISO-K-ED FROM TOWER MOLNT DIRECTLI TO ANTENNA MOLN-S7-EL -A GROLND RING WIRE NO-t S 5/8'c v iC'C"LONG CO-PER CLAD GROUND ROD 6 C)N RI) 1Z 1 GROUND ROD 51-A-L 81 DRIVEN VCR-ICALLY.NOT TO EXC__[D 45():GRE:S rROM T I[ I J t�11 1 Q')661-633 1 V--RTICA m\'�'tepgmup Ilu 2 GROUND WRE SHALL BE MIN 3C"BELOW GRADE OR 6"BELOW FROST LINE. 1013#:65732 1219295JI (WHICI I EVER IS GRCATER)AS�ER 14 CC ARTICLC 250-50(D) — T-MOBILE'SITF"N UMBER: ANTENNA S- LIN A AL WELL DETAIL �-OW:_R/SHELTER GRC)J\r,BAR DETAIL (�._�INSPECTION L113345A i NOT TC SCA-E S�CA L F N�-i��SkA I f� �,�SCAJ�E-KOI BU#:857111 CROWN CASTLE SIT14"NANI'll EAST MARION 9245MAIN ROAD F'.'AST MARION,NY1 1939 STAm-ESS S'TEz_L 30-T EXISTING 109'-0" (TYP" STA 14LESS STEEL MONOPOLE TOWF�.'R TO TOWER MOU'rFD FOU PMFNT FLAT WASHER (TYP) (TYR) MONOPOLE 2-HOLL CRIMP/ CCVPRESSION TO ANTENNA ANTENNA GROJND 13AR CCNNCCTOR 7 LOCAT-D AT MCL ISSUED FOR: (BONDED TO TOWER S-EEL) BAR RIA DR%X-.\' DESCRIMION 9)1:.s QIA STANDARD COAX 2 HOLL LJC(rYP) 0. 01 28 20-26 1 LRD CONSTRI:010\1 SNS CABL-GROUND KIT STAINLFSS S-FFL CONSTRUCIFION (_1 r-AT WASHER 03 34 2026 BIB STRANDED CL WIRE VAT-I S7AJNLESS STEE_ 11_YP) G"W-DE MF'A-LIC HTSL GREEN,600v,THWN BE-LvIL-E WASHER bINALL=STEEL NX INSJLATICN(OR AS PROVIDED (TYR) (-Yp) OWE WARKING/1-CCATOR TAPE AT WITH GROUND KI-)IT—) SINIGLE CQNNECTO:�Ai GPOLKI)BARS I— / 12"DEP-H w orco,1.1 c COA=33" STAANL---SS STEEL BOO I 0 MECI-ANICAL CONNECTION STAI LESS STUL 7 (TYR) 0 FLAT WASHER EXOTHERMIC WELD COAX GROUND BAR WITH (TYR FOR A.Q DRA-�ON TOOTH WAS-IER DIRECTLY-0-HE BOTTOM OF MCNOPOL::SEE NOTE I (TYR) COAX CA8.E INSULA70RS,CONNECTED STEEL A� IT-' ED TO BTS EOU PME'4_VIA 2/0-111%ED BAR[ OV NEjv -RAY OR ICE BRIDGE RINP/ COPIER WIRF 2-HOLE CI S AINLESS SIZEL GROUND RING#2 COPPER WIRE 0 WCNOPOi 7 PIER CONIFRES&CIN j,,�A�LAPT WASHER SOLID,T NNED=OR CAR�IER AND CE GROJND WIRE CONNECTOR (T 9RIDOL GROUND LOOP CROJND WIRE SEE NOTE 3 STAINLESS STEEL STAINLESS STEEL NUT GROLND RrNG 2/0 1 OR BEEVILLE WASHER "TYP) TOWER GROUND LOOP (TYR) _7 Itt SINGA CONNECTrjR AT 57EEL OBi-CTS NOTE.3 INSPECTION WE EXID-HERMIC WELD(TYP' 03 24 NIOTES, STAJNLESS S-EEL J_ N�G S AIN-ESS STEEL I NVMKR or GROUNDING BARS MAY VARY DEPENDING Or,THE TYPE Or TOWER.A*4-[NIA SZL'-D.LL' F AT WASHFR GROJND ROD COPPER IV7AI SIR COAXIA1 CABLES EXCECCING 200 FEET 014 THE I (-Yp LOCATIONS AND CCNNEC-ION CRIFNTATION ITYP) CLAD STEEL ROD WIMIN TOWER SHALL HAVE GROUND KTS AT THE MIDPOINT PROVIDE AS REO.JRED. 5/5 c.10'0"LONG 2 ONLY M7CHA%ICA-CONNECIONS ARE ALLOWED TO BE MADE-0 CROWN CokSTLE USA NO 2-HOLE CRIMP/ - I C TOWERS A-L MECHANICAL CONNECTIONS S-IAL-8--TREATED WI-H AN ANT-OXIDAN-COATING MIMPRESSION 3 ALL TOWER GROUNDNG SYST71VIS SHALL COMPLY WITH THE REQUIREWENTS OF THE CONKEC-OR METALLIC OB-E-.-' NO-ES� v RECOGNIZED z_DITCN 07 ANSI/-]A 222 AND 14FPA 78C DRAGON TOOTH J WASHER 1 GROUND ROD SF-A-L BF DRIVFv VER-ICALIY,NO-To FXCEED 45 D9GRFFS FROM.7-IF 11 L�,Vtol�[101,01 I-AU IUX VLK�G\ (TYR) V=RT CA_ L 1:11�-S DIL I ARI AC-11ING cxmnt mr Dim--mim SINGLIL LUNNELILM A( V�IALLK/SIELL_2djL"I 2 GROUND WIRE SHALL BE MIN 30*BELOW GRADE OR 8"BELOW FROST L14E CA N IACh PILOT I SSION A I I'�(;Vll I k. (WHICH FVFR 5 GRFATFR)AS IFR IN F C ARTICI F 250-50(0) 10 Al:i]'R'n 115 IX)Ct MI"I f—,-\GROUND ROD DE-AIL ,I I 1"I I NUMBER: REVISION: /--\TYPICAL ANTENNA CA3LE GPOLNDING K.—VARDWARE DETAL F03 EXTERiOR CONNECTIONS k,�_CA�LE-NO-�TOSC�ALn -2 ��SCA�LE.VY�TOSU�LE �� '�,�SCA�_=_-NOT�TOSC�ALE �� G 0 WIRE SIZE BURNDN LUG BCL7 SIZE #E AWr GREEN INSUIATF3 YA6^--2TC38 3/8�- 6 IqC 1;2 BCt T TYPE-is T*YPF 2-YA- TYPE X1% -YPF YA- TYPE GY 42 AWG SOLID TIN14ED YA.SC-21C.38 3/E"- E NC 5 2 BOLT [IT Mobile �2 AWS STRANDED YA2C-2TC38 3/8" -E NC 5 2 BOLT J2/0 AWG STRANDED YA96-2TC36 3/8'- E NC S 2 BOLT #4/0 AWC 51 HANULD YA28-2N 1/2 'E NC S 2 BOLI TYPE NC -Yr'F S BILRI10y GROJND LJO W/ �t-E#1 S�-RINV CROWN LONG BARRE_ (CLEAR) f ,SEE CHAR'r) CASTLE NUT -c~rww (TYP' CONDUCTOR LOCK W --I'ON 11 MU� -12 :LII N) M5 YPE =E-K TYPE G v 1 -4 KQLTLI GROUND BAR en, FIT "Or, a I ERIDO EXOTHERMIC"WCLD-YPES'SIC.HERE ARE EXAMPLES CONSULT WIT-i CC14STRUCTION MANAGER FOR SIECI-iC CHART) MOLDS-0 BE JSED--_R TH S zROJECT ;TV*) tj&l I I .1� : 2.MOID T0-41Y TO BE USED BE-OW GRADE W-IFN CONNFCTINC GROU14P.RNIG TO GROUN--ROD. 326 1 K�()'�RD 3URNDY 1110-1OL1 LUC W/ ING 11,RRIEL 01-1AC.I:-�)19)66 1-0 51 'L""A', wwm t(.Pgn)up ney r.�\CADWE-D GROJNDING CONNECTIONS WE WIRE To BE 1111 IOB#:657311219295j Q.��_Ai F-NCITO�SCALE AT BOTH EWDE_ T-NIOBILl-'SITE'NUMBER: RM INSULATED)O14LY FOR#6 AWC L113345A WFA1HERPROOF ING KII ISLE NOTE 3) (-YP CALLY) BU#:857111 ANTENNA CABLE __7 WEATHER-ROOFtNG CROWN CASTLI 1'SIT E'NAM] RX2 TXIIRX1 KIT ryp) EAST MARION JRX2 GROUND KIT I,AL_GROUNnING_UGS ARE TO BE INIS-AL-f-D PER MANUFACTURER'S SPECFCAT[ONS �Tj COAX JUMPER(TYP) (IYP) AL HARDWLRL BOLTS.NJ_S.LOC4 WASHERS SHALL BE SIANLrSS SIECL ALL HArDWARE ARE TO BE AS 7OLLOWS BOLL::rLAT WAS-1ER,rROjND EAR,GROUND LUG, 9245 MAIN ROAD rLAT WASH�_R AND NUT 1-7,AST NNIARION,NTY 11939 COVNECTOA 06 AWG MEC-IANiCAL LUG CONNECTION AEAT-CRft4:OFIhG,kill #5 AWO STRANDED CDFPLR GROLND WIRL (TYP SFF-40TF 2, (GROUNDED-0 GROJND EAR)SEE 140-E I&2 COPPLR/G4LVA%IIZED ��SCAL��::NOT�_OSC`ALE � EXISTING 109'-0" COAX GROU14D BAR BONDED DIR---CT-Y 70WIF MONOTIOLETOWER CABLE GROUND VJ- CABLE CWiEVOO ANTENNA CA8.f #6 AWG MIN.FROM ANTENNA TO BTS m CABLE GROJIND KIT 0 NO-Ec, EOUI ENT MP ISSUED FOR: I DO NO-NSTALL CABLE GROUND KT N-A SEND AND ALWAYS DIRECT GROUND mry 1)VIFE" DRIN"N OES0UP11ION IDES QA WIRL DOWN TO GROUND 13AR NC175, 01 211 1026 LRD CONSTRUCTION SBS 2 GROUNDING KIT SHALL BE TYPE AND-AR-NUIVBER AS SUPP_IfD OR I DO NOT INSTALL CAE-E GROUND KIT A-A BEhD AND ALWAYS DIRECT GROL14D 03 24'11126 Up, CON5171.C110N sits RFCOMMFNDED BY CABIF MANUFACTURER WIRE DOWN TO AN__FNNA GGROUND EAR GROUND EAR ON SHEL-ER Off 3 WEAT_IER PROOFING SHALL BE TWC-PART TAPE KF,COLD SI,-RINK SHALL NOT 2 WLA1_1LR�ROOFING SHA_L UL IWO-FARI TAPL KIT COLD SHRINK SHALL NC?EIL BRIDGE,CR ON ANTENNA TOWER BE USED USED /-,--'\CABLE GROUND K17 CONNECTION 0 �SCAI F-�N)T T�CSCA�� OPP) T17p 011co,Ll C CC)A=i399 t,o up 0 \GIRCUND CAB-T CON147C-1014 46�� 0 )SCALE 7NOT T�OSCCA[`E� jTWO HOLE LUG,OR zftu%),N�,—A BE TAMPER EXOTMERM WELD TO BE�KfD EL�TEC YMEN GROJND BA-, RESIS-AN-BOLT WIT-1#2 AWG 9ARF CONDUCTOR S Fl(rill CA IV BONDED TO (-Yp) WIRE TO BUILDING btKVLM VE77AL OWER INSULATORS GROUND OR GROu,4r Ri*qG _0_1 SEE NO'E 2 (TYP) 0 0 (-��GROUNDWIRE NSTA-LATION WA-L BRACKET 0 0 N07E:MINIMUM OF S/S NU_ 0 3 THREADS TO BE (T-P) 0 0 0 VISIBLE 0 0 (TYP) S/S SP-IT 0 0 2 HOLE LONG WA%-ER IPF 03 34 21126 0 (TIP) #2 TINNED SOIIO IN 3/4-1 IOU D TICHT SOLID COPP CONDUI-�R(Dhi 24"BELOW GRADE TO 0 BARREL TINNED LNIVERSAL COPPER 'El -0 6"OF CAD-WELD 0 GROU14C BAR(4"40") LL. s/s rLAi WITFIN Z" (TYP) WASI-ER TERMiNATION POINT EXPOSED 7ND OF LOCK WAS-40 (T-P) T-iE_-QUID-IGhT CONDUIT MUST BE P/N MID SEALED WIIH SI_IC0Nr_CAULK (TYP) TWO-HOLE It= COMPRESkI4 LUG TIN CCA1LD SOLID CADWE-D CO�PER BUS BAR NOTES: S/S FLAT WASIER I DOWN LEA.)(HCML RJN)CONDUCTORS ARE NCT TO 311 INSTALLED ON CROWN CAST-L Cm7RRY INSU_K_OR 01P) 11 INAVIDI%110\01 I-AW ION L�l WiRSON, USA INC TOWER,PEr THE cROU-4DING DOWN CO*4MJI,-OR POLC(OAS STD-loogi.NO ? L'I MCDFICA ION OR DR(L-INC;10 NSTAUCI IF REOJIRED - > I 1'1;jJU-411IIA W DIRICIIO\ -OWLR S-LLL IS it-LOW'-r IN ANY I ORM OR I ASI ION. S/s BOU TE INTO EXISTING GROUNC RING 01 1 1 R CAD-W�_LDING ON TIIE TOWER AND/Or,1-4 THE AIR ARE NO-=IERMTTED (TIP) VoAiAibR 11 ItSLX30%tEN1 2 OVI_INSJLATOR WHEN MOLINTING TO TOWE_R S-Ei-L OR PLATFORM STEEL USE NSUL47ORS WFEN A7TACHING TO BUILDING OR S-IEL_ERS I N1%IHI-'R:: PIAIS10\ /';.-N\GROUND BAR DETAL /---,-,\LUG DETAIL (-,_-\T:RANS1TI0NING GROUND DE-AIL .Ick___ - -3 ��SCAL�E_-N07�TCSCA�LE VJF-CALE-NOT TO SCALE �,�S_-A�LENCT�TOSC�ALE G 10/2/25,11:37 AM Ll13345A_Anchor_6—Scoping_Approved-2025-10-02 10/2125,11:37 AM 1-113345A—Anchor_6_Scoping_Approved_2025-10-02 RANTwnpI.a: A3LTemplata: L113345A_Anchor_6 Scoping_Approved 96 67E5ceE6160 — Section Proposed Template images Pow: 1-03345A-01D02510028(POR0859179) 67G5C998G 1HPpna Anchm Phase 3 Section 1-Site Information Final Config:67GSC998G_1HP Site to: L113345A Sito Name:East Marion Fire Depart Latitude:41 128283 Purpose:Scoping Sho Class Flag Pole Longitude:-72 341293 Status:Approved Site Type:Siructuro Nor.Building Addrew:9245 Main Rd he•LB Hex Version:5 Plan Year 2025 City,State:Southold,NY Passive Antietvta Project Type Anchor Market-LONG ISLAND Nv Region: NORTHEAST Approved: Vendor.Ericsson UiN6Q0 Approved By: Landlord: Crown CantleATT - Last Modltied: 10102/2025 11:37:10 AM Last Modified By:SenedieLSison6@T-Mobile corn RAN Template-67E5C998E 6160 1 AL plan Sector Count:3 Antenna Count:3 Coax Line Count 18 TMA Count E RRU Count D Section 2-Existing Template Images --This section is intentionally blank.— Top 771 - ---- -------- Ground DIP DIP Radio Radio Radio 4460 F363 4480 925-866 641 1571+885 A hUpsllrfds.Intemal-t-mobile comidalasheetlproitouVc39la7ad-62a9-4779-bb37.9e6db2f2bc2e/450602c9.3cbf-4a52.828f•408ef647e34b 1/10 hitps/Mds internal t-mobile com/dalasheeVpnnlouUc39la7ad-62a9-4779-bb37-9e6db2f2bc2e,4506C2c9.3cbf-4a52.8281.408ef647e34b 2/10 1012/25,11:37 AM Ll13345A_Anchor_6_Scoping_Approved_2025-10-02 10/2/25,11.37 AM LI13345A—Anchor_6_Scoping_Approved_2025-10-02 RANTompi,w: ASLTempl.a: Ll13345A_Anchor_6_Scoping_Approved Section 4-Siteplan Images 67E5c998E s,so Po Rs: L113345A-0002510026(POR0859176) ----This section is intentionally blank.-- Anchor Phase3 Section 5-RAN Equipment Existing RAN Equipment Template:67E94AR V2 Outdoor 11 Enclosure 2 3 Enclosure Type .GroWd Mount(Eno wI RBS 3106 RBS 6102 Radio Radio"SO871.885(i3) RU22tie) RUS0182(,31;RUS0184(s61 N500 U2t00lDECOMMISSIONE01,.1 Ci1900 22100 L600(DECOMMISSIONED) 1.700 Baseband DUW30 E86630 DUG20 RP 6651 �.U2100(DECOMMISSIONED)j t.2�1 G7990 N600 �I 1600(DECOMMISSIONE 1 I Transport System CSR 7210 SAS-Mxp, Proposed RAN Equipment Template:67E5C998E 6160 Enclosure 2 3 Enclosure Type Gm;nd Mourtl(Encs)) Endosure 61—Y B160 Radio -- Radio4460 B25+B66(x3) N 1900 r L1900 j �' L21oo L Radio 4480 871+88510), � N600 I r L700 iRedlo t1863 B41(r21' Lr—N25M I Baseband RP 6651 RP 6672 giff- N2500 N1900 L700 I i Lt900 100 Transport System CSR IXRe V2(Gen2) RAN Scope of Work �RAN -- -- -- -------- --— Remove GSM. Remove 610213106 Add 6160(1)&B160(1) Remove RU22(6)&RUS01B2 3&TUS01 B4 6 Retain 6651(1)for N6/L7&move L19IL21IN19 to 6651 Replace 6630(1)L21 with 6672(1)for N25 Add IXRE(1)for B41 Reuse current COAX https!irfds internal t-mobile.cons'datasheevprinioutic.391a7ad-62a9-4779-bb37.9e6db212bc2e/450602c9-3Cbf-4a52-828f-408e(647e34b 3/10 https►/rfds.inlemal.1-mobile.comldatasheeVpnntouVc391a7ad-62a"779-bb37-9e6db2f2bc2e!450602c9-3cbf-4a52-8281-408et647e34b 4/10 10/2/25,11:37 AM Ll13345A_Anchor-6_Scoping_Approved_2025-10-02 10/2125,11:37 AM Li13345A_Anchor_6_Scoping_Approved_2025-10-02 RANTempkte: A&LTamptate: L113345A_Anchor 6_Scoping_Approved RAN Template;1�� L113345A Anchor_6_Scoping_Approved 67E5C999E 6160 67E5C996E 6160 pORa: PORe: L't 3345A-0002510028(POR0859178) L!13345A-0002510026 1 POR0859179) Anchor_Phase 3 Anchor.Phase 3 Section 6-A&L Equipment Sector 1(Proposed)view from behind Coverage Type A-Outdoor Maero, Existing Template' Proposed Template: Antenna Sector 1(Existing)view from behind Antenna Model -65A-R3(Hex) Coverage Type A-Outdoor Macro Azimuth 70, Antenna M.Tilt Antenna Model `FW-65A-3(Hex)_- --_- _ RAD Center(R) 67 Azimuth —- _ - — --- Ports P1 P2 P3 M Tilt (� — -— - —_ Active Tech L700 N600 N2500 L2100 N 0 E L1900 N2500 L2100 N1900j L1800 RAD Center(ft) 07 t Dark Tech Ports P1 P2 P3 Restricted Tech _ Active Tech N600 L7D0 G19 00 _ t2100 Decomm Tech _ E.Tilt Dark Tech Cables cam Jumper(o 7ar Coax•tin 8 to Coax Jumper W) 7/0'Coax-135 ft jx21 Coax Jumper(a) 7J8'Coax-135 ft t*21 Restricted Tech - L600 UJ T sAntenna)p A719G21 BL26-21-Style 3CY-- TMo (At An )Scope +93218126-2'Style 3CY Decomm.Tech 100 TMA(At E Tilt O �t Diplexer I Combiners t Kaelus EMI-54844-Quad(8 4)B66/B25+B41 t _ Diplexer(At Cabinet) Kaelus-MI-54844-Quad(8 4)B66IB25 4 B41 Cables 7i0'COi1t.136 tt(e2)!Coax Jumper(x2): `7/8"Coax-135 ft.(4)'CM Jumper p2) 710 Coax-136 R tp�;Coix Jumper{� ------------------'- Diplexer(At Cabinet) TMAs Generic Twin Style 1A-PCS(At Antenna) `Generic Twin Style 1B-AWS(A{Antenna) FRadio Diplexer! -KRF 201 89/2(At Cibinel) ctor Equipment Combiners _ Unconnected Equipment: Radio _ Scope of Work: Sector Equipment I Unconnected Equipment: AZ Change from 70/170/320 to 70-190-310 A&L: Reuse FVV-65A-R3 for N6/L7/L79/L21/N19M25 Scope of Work: At Antenna: Swap SBNHH•1 D658-SR antenna with FV1r:85"3 HEX antenna Add 3CY in A(fi) As per developrnenl extra 2 Imes wilt mWassa the fam prim sowe are allowed to use 6 lines per sector on this pole, AT Base(3 Add M-54844 8 4 Diplexer(3)"At Base Station" Due to port limitations ana Imt,led Coax tines,L600/L70YN600 will deploy with 2x2 settings. Add 8860(3)for B41(S d. —— — - -— — 111 �Add 8663(2)for B41(Sec A/B Split with 1)Retain 4460(3)for Lowband 'A dashed border indicates shared connected equipment Any shared equipment,besides the first,is denoted with the SHARED keyword https://rfds.internal t-mobile co midatasheet/printout/c39la7ad-62a9-4779-bb37-9e6db2f2be2e1450602c9-3cbf-4a52-828f-408ef647e34b 5/10 https://rfds.intemal t-mobile com/datasheetlprintout/c391a7ad-62a9-4779-bb37-9e6db2f2bc2e/450602c9-3cbf-4a52-828f-408ef647e34b 6110 10/2/25.11:37 AM LI13345A Anchor_6_Scoping_Approved_2025-10-02 1012/25,11:37 AM LI13345A-Anchor_6_Scoping_Approved_2025-10-02 RANTampl.te: A&L Template: LI13345A_Anchor_6_Scoping_Approved RAN Templet.: A&u Template: U 13345A_Anchor_6_Scoping_Approved 67E5C998E 6160 67ESC998E 6160 PORa: POR*: L11334SA-0002510028(POR0959179) L113345A-0002510028 tPOR0e59179) Anchor Phase 3 Anchor-Phase 3 Sector 2(Existing)view from behind Sector 2(Proposed)view from behind Coverage Type A-Outdoor Macro Coverage Type A_Outdoor Macro Antenna ( Antenna 1 Antenna Model FW-65A-R3(Hex) Antenna Model FW�` (Hex) — 5 Azimuth 170 — ------ - - -- -- - Azimuth M.Tilt CO i M.Tilt _— RAID Center(ft.) 87 RAID Center(ft) 8T Ports P1 P2 P3 Pons P1 P2 P3 Active Tech Active Tech T N 0 L700 G�1900, L2100 — L700 N600 N1900 L1900 N2500 r L2100 N1900�(L1900 N1 2500U�L2100 Dark Tech — _ Dark Tech Restricted Tech Restricted Tech Decomm.Tech L600 U2100 Decomm.Tech E.Tilt E.Tilt V _ Cables - �--------— � --------.-_.—...- ----- — - -- --- - - -- Coax Jumper(x2)i7/8"Coax-135 ft(>�) `Coax Jumper(x2)'7/8"'Coax-135 R tdl; Coax Jumper(0 79"Coax-135 Q(Q) Cables - - - --- - - ---— — 7/6"Coax-136 It(41 Coax Jumper(d( 7Ar Can-135 ft 021 Can Jumper(4) 71V Coax•135 ft(x2) CAM Jumper 00 TMAs TM- —— CommScope TMAT19G219L26-21 Style 3CY CommScope ATt93216126.21 Style 3Cr TMAs 'Generic Twin Style 1A-PCS(At Antenna) Generic Twin Style 1 B-AWS(AtAntenna) _— TMA(At Antenna) TMA(At Antenna) _ __ Diplexer Diplexer/ Ericsson-KRF 201 89/2(At Cabinet) Combiners Ki4elua-MI.5�844•Quad{A 4)B66B25 B41-i Combiners t Diplexer(At Cabinet) Kaelus-MI-54844-Quad(8 4)B66/B25+B41 --------------- Diplexer(Al Cabinet) Radio --- -- — Radio Sector Equipment ----— — - -- — Sector Equipment Unconnected Equipment — Unconnected Equipment: Scope of Work: —_ Scope of Work: Swap SBNHH-1D65B-SR antenna with FVV-65A-R3 HEX antenna —— --As per development,extra 2 lines will increase the lease price so we are allowed to use 6 lines per sector on this pole AZ Change from 7 011 7 0/32 0 to 70-190-310 Due to porl Gmdations and IimRed Coax lines.L60D/L700/N600 will deploy with 2x2 settings A&L: -- -----— - - -— Reuse FW-65A-R3for N6/L7/Li9/L21/N19/N25 At Antenna: Add 3CY TMAs(6) AT Base Stn Add M-54844 8:4 Diplexer(3)"At Base Station" Add 4460(3)for Midband Add 8863(2)for B41(See A/B Split with 1)Retain 4480(3)fix Lowband 'A dashed border indicates shared connected equipment Any shared equipment,besides the firs[,is denoted with the SHARED keyword. httpsllrfds internal t-mobile comidatasheeVprintouUc391a7ad-62a9.4779-bb37.9e6db2f2bC2e/450602c9-3cbf-4a52-828f-408ef647e34b 7/10 https:Jlrfds.intemal,(-mobile.com/datasheet/prmtouttc391a7ad-62a9-4779-bb37-9e6db2f2bc2e+45D602c9-3cb(•4a52-828(-408ef647e34b 8110 10/2125,11:37 AM LI13345A Anchor_6_Scoping_Approved_2025 10-02 10/2125,11:37 AM Ll13345A_Anchor_6_Scoping_Approved_2025-10-02 RANTernpate: AaLTainget.: Ll13345A_Anchor_6_Scoping_Approved RANTwnplote, ASLTs-M.- L113345A_Anehor 6_Scoping Approved 67E5C99BE 6160 67ESC998E 6160 PORs: POW L113345A-000251002E(POR0859179) L113345A-0002510028(POR0859179) Anchor Phase3 Anchor-Pha.e3 Sector 3(Existing)view from behind Sector 3(Proposed)view from behind Coverage Type ;A-outdoor Macro Coverage Type IIA-Outdoor Macro Antenna 1 Antenna 1 Antenna Model F 65�A-R3(Hez) Antenna Model FVV-85A-R3(Hex) Azimuth CIE, -- ----— —_ Azimuth 310 M.rift @ M.Tilt RAD Center(ft) i87 RAD Center(ft) 87 J Ports P1 P2 P3 Ports P7 P2 P3 Active Tech Active Tech L700 N600 N1900 L1900 N25001 L2100 k1900;IL19001 N25001�LY7'001 N600 200 G1900 12100 _ _—_— D Dark Tach ark Tech -- Restricted Tech Restricted Tech Decomm Tech — Decomm.Tech L600 __ t12100 E.Tilt E.Tilt o ® O Cables Coax Jumper(x2) 7*Coax-135 A tom) Coax Jumper 021 718'Coax•135 It(4) Coax Jumper(d) 7.11 Coax-135 A 6a1 Cables 7Ir t:48x.135 fl pd) Coax Jumper 71i3`Caetr-135 h pQi can Jlttrtpttf 00 7fs'Coax•135 h(1t2) Coax Jumper OM — —— - — `u ------~ --- —- — TMAs CommScopeTMAT19G21BL26-21 Style3CY CornmScopeTMAT/9321BL26.21 Style3CY TMAs Generic Twin Style 1A-PC:S(At Antenna)' Generic Twin S"18-AWS(At Antenna) TMA(At Antenna) TMA(At Antenna) Diplexer/ Diplexer/ t Kaelus-MI-54844-Quad(8 4)B66025+1341 1 P Ericsson-KRF 201 8912(At Cabnel) Combiners t Combiners Diplexer Cabinet) ( Diplexer -MI-Sabin-Quad(8 4)B661625+B41 — •--——^———^—————————— Diplexer(At Cabinet) Radio Radio Sector Equipment Sector Equipment Unconnected Equipment: Unconnected Equipment: Scope of Work: Scope of Work: Swap SBNHH-1D65BSR antenna with FVVS5A-R3 HEX antenna. — As per development,extra 2 lines will increase the lease price so we are allowed to use 6 lines per sector on this pole I AZ Change from 701170/320 to 7D-190-310 Due to pon hmitatlons and limited Coax lines,L600/L700RJ600 will deploy with 2x2 settings. A&L Reuse FVV-65A-R3 for N6/1-7/1.19/121/N19IN25 At Antenna: Add 3CY TMAs(6) AT Base Stn Add M-54844 8:4 Diplexer(3)"At Base Station" _ Add 4460(3)for Midband i Add 8863(2)for B41(Sec AIB Split with 1)Retain 4480(3)for Lowband 'A dashed border indicates shared connected equipment Any shared equipment,besides the first,Is denoted with the SHARED keyword https.//rfds.mternal t-mobile comldatasheet/priniout+C391a7ad•62a94779•bb37-9e6db2f2bc2e/450602c9-3cbf-4a52-828f-408ef647e34b 9110 httpr i/rids.Internal.t-mobile.com/datasheeUpnntouvc391a7aa-62a9-4779-bb37.9eWb2f2bc2e,450602c9-3cbf-4a52-828f-408ef6:7e3Jb 10/10 �7 n n y y 'y ur/� "ki��'r�r;�Ill:Wo(�� J,f j✓��jl I��`f��J;'�yJ>'1�� !w!�'y/'�rl�m �, i r r N 11 f r G(�,0/ ` am sir y, a�`ral' � I ✓ f r�11d�� ,, r 3W,ffN,�;WI OFFICE LOCATION: MAILING ADDRESS Town Hall Annexe a,r ��0 ��" r„ itl yi�an�r'� P.O. LJ II/I. 1179 54375 State Route 25 I� NY 11971 cor. Main Rd.& Youngs Ave. Southold, Telephone: 631-765-1938 Southold,NY ,� �,`�°`� www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD i U 1�111111 111�' MEMORANDUM SOUTHOLD TOWN PLARMNIG,BOARD 5en* viei To Accounting From.* Planning Department Date:; June 1 , 232 Re,* Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B91 Deferred Revenue Account. Thank you. Applicant/Project `fax Map # Amount Check Date/No. Name & Type T-Mobile Upgrades at East Marion (/y�,//y�(/r�yy, /./yy�(/.�y� 5/29/26 -#3167221 Fire District Wireless Facility 31.-3-11.31 $4C�t�0.C}fJ crQWrl castle USA Inc. CEW TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex 543 75 Main Road F. Q. Box 1179 Southold NY 1 l � 971-0959 Telephone 631 7d5-1 Sa2 ' ) Fax (631) 765-95021xt1. :/i%yww..S outhqLdtm`t f, go. / S e APPLICATION FOR BUILDING PERMIT Date Received r- For Office use Only PERMIT NO. N� Building Inspector; # ' � JUN 1 �r Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. where the Applicant Is not the owner,an Owner's Authorization fora(Page 21 shad be completed. Date:1/22126 OWNER(S)OF PROPERTY: Name:FAST MARION FIRE DISTRICT scrM- I #1000-031 w00-g3- 0 - a 1 031 Project Address:9245 MAIN ROAD EAST MARION, Phone#:Use: 61 Q-635-3221 • IL all.Use. i F wr C st Ie. om Mai(ing Address:Po BOX 131) EAST MARION NY 113 -�� CONTACT PERSON; Name:Jerlifer 8eohi r Crown castle USA Inc*, Agent olio T"-Mobile Nor'Mmmo-----------=— theast LLC Mailing Address; a� Barr �af`�Qr - 3 fir., Suite 300r Conshohocken PA 1942 r - 3 Phone#. - - 1 g-535-3221 Email:' • / _.� fro Uase.0 y orr� DESIGN PROFESSIONAL INFORMATION: — Name:Power of Design,g , AE Firm Mailing Address:11490 Bluegrass Plow ' g y, Louisville, KY 40299 . Phone#:Use: 510-635-3221 Email- • - Use. fAr� ,�-• ,� OJ� fI aSt e.c 171 CONTRACTOR INFORMATION: Name; Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure IDAddition ❑Alteration OPe air QDemolitio fl f�th e r P n Estimated Cost of Project: 1hlifi the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes A No PROPERTY INFOR ATiON Existing use of property:wireless communication facility Intended use of property,no change-wireless communication facility Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes R No IF YES, PROVIDE A COPY. 0 Check Box After Reading*, The owner/contractor/de-gn Professional is responsible for all drainaga and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION 15 HEREBY MADE to the Building Department for the ls-�uance of a Building Permit pursuant to the Building Zone 0rdInance of the Tawin of$0uthald,Suffolk,County,New York and other a pp]I cable Laws,0rdInanLes or Re uiatlnr}s,for the coniftruction of buddirip, additions,alterations or for removal or dennolation as heralrn described.The applicant agfees to cnMplY with all applicable laws,ordinances,building code, housing cache and regulations and to admit authorized i nspe ctco r"s an pteranlses and in bui Idfr+g(s)for necessary Inspections.False statements made herein are punishable as a Clam A m 5;dermeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted name):Jenifer Bachi, Crown Castle USA Inc. Y(print } ®Authorized Agent ©Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Jenifer Bachi being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S}he is the � A ent o/b/o Applicant: T-Mobile Noftheast LLC (Contractor,Agent, Corporate{officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application fife therewith. Sworn before me this day of ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) lr_ residing at �r.q��"_}J`�f J�C•{��,_t.C,•��F`' � �,•��.11f f � ��"i15'� C�''�.'`�,•F• ; !'i D'"� 1'•i do hereby authorize �1 to apply on ray behalf to the Town of Southold Building Department for approval as described herein. / � A Ijj I ti . Owner's Signature Date Swot before me th L r day of C`.!►bti't'P••�� ti ftif e t" '` - _ .tom. � 1 Print Owner's Name&TFtle t "eft,State►of Now Yolk ff . No.0 1 WE6365673 + rw ' 2 Notary Pub€ic rrr. Planning Department Town Hall Annex 54375 Route 25 Southold., NY 11971 RE: FCC Compliance T-Mobile site L113345A 9245 Main Rd, East Marion, NY 11939 Town of Southold Planning Department, T-Mobile will comply with all FCC rules regarding interference to other radio services and will comply with all FCC rules regarding human exposure to radio frequency energy. Sinc Chris Schaaf ;mLManager Site Developmen Christopher.schaaf@T-Mobile.com (631) 398-3399 oTo Mobile 3500 Sunrise Hlghwsy, Suite 111, Great River, NY 111739 wv�w t-mobile com CONSTRUCTION CORP. February 24, 2026 Town of Southold 54375 Route 25 Southold, NY 11971 RE: T-Mobile Premises: Ll 13345 9245 Main Road, East Marion, NY 11939 Dear Sir or Madam: Please be advised that the cost of construction for T-Mobile on the site located at 9245 Main Road, East Marion, is Forty Five Thousand Dollars ($45,000.00). Thank you. Fia+v Kaliee Fran Kehoe Comcell Construction Corp. NEW Workers" YORK CERTIFICATE OF INSURANCE COVERAGE STATE Compensation E BENEFITS LAW Board NYS DISABILITY AND PAID FAMILY LEAVE PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier, 1 a.Le gal Name&Address of insured(use street address only) 1 b Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 1631-654-5915 HOLBROOK, NY 11741 Ic Federal Employer Identification Number of Insured Work Location of insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i e, wrap-up Policy) 27-0807207 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Einti.ty Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box la SOUTHOLD, NY 11971 R90293-000 3c.Policy Effecttv..--,Period 1/1/2013 to 2/23/2027 4. Policy provides the following benefits: F)7( A Both disability and Paid Family Leave benefits. D B. Disability benefits only. F� C Paid Family Leave benefits only. 5 Policy covers: A All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as describe abo . N ( 6 Date signed 2/24/2026 - - By - - carrier (Signature of insurance carrier's autharrizerdlirp4sentative or NYS licensed insurance agent of that insurance car Telephone Number (21 2} 355-4 141 Name and Title SUPERVISOR-DBL/POLiCY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked-this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU @wcb ny.gov or it can be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200. Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board(Only if Box 413,4C or 58 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers' Compensation Law)with respect to all of their employees Date Signed By (Signature of Authorized NYS workers'compensation Board Employee) ,Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1 Insurance brokers are NOT authorized to issue this form. D113-120.1 (12-21) 11 1 DR-12 0.1 (12-2 1) Additional Instructions for Form 1313~1 20~1 By signing this fonn, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1a for disability end/or Paid Family Leave benefits under the NY8 Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3o, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy |ioted, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of NY8 disability end/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. P|mmae Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on o permit, license or omnYnaot issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the nnondabnrV coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of o state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such pemnits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in o form satisfactory to the ohair, that the payment of disability benefits and after January firat, two thousand and tmenty+ona, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the port of such state or municipal dopartment, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of state or municipal dopartman1, board, commission or office authorized or required by |avv to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such oontnaoi, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the choir, that the payment of disability benefits and after January first, two thousand eiBhteen, the payment of family leave benefits for all employees has been secured as provided by this article. D113-120.1 (12-21) Reverse NYSIF PO Box 66699,Albany,NY 12206 New York State Insurance Fund nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE """""" 74 270807207 ■ ` ., •. ACRISURE LLC DBA It a'�.• SCIROCCO GROUP LLC ' r `!` 777 TERRACE AVE SUITE 309 K.. .HASBROUCK HEIGHTS NJ 07604 0 -•�•'"'� SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD BUILDING DEPT 1373 LINCOLN AVENUE 54375 MAIN ROAD HOLBROOK NY 11741 P. 0. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER PERTIFICATE NUMBER POLICY PERIOD DATE 1 2108 505-5 568573 08/02/2025 TO 08/02/2026 06/30/2025 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW,AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/ CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS' COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY, BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY NEW YORK STATE INSURANCE FUND DIRECTOR, I((-INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 684932779 11110000000000014154 II Ill�ll 1�1 Il 121� �II Fenn%VC-CERT-NOPRINT Veision;(0829/2019)[%1 C Pollo-?1 OU0.55] U-26.3 98 CROWN CASTLE AS BUILT SURVEY 2000 Corporate Drive Canonsburg,PA 15317 SURVEY COORDINATED BY: GEOLINE SURVEYING,INC 13430 NW 10th Terrace,Suite A Alachua,FL 32615 Teie(386)418-OSM i Fax:(386)462-9906 ;�1JIL'm P M1011 MELT Aw, 857111JONATHAN MURPHY LAND SURVEYOR 4650 PARAGON PARK RD.RALEIGH NC 27616 TELE(919)787-7873)FAX(919)400-4442 Cr�AA-J Rr tr.{i• Am ru• _all II SURVEYOR'S CERTIFICATION: I hereby cortiry to CCATT LLC Crown Castle USA Inc,Including Ns EAST MA R I O N parents.subsidiaries and n tnd as and Wasteor Land Title Insuraurrince Company LEGEND Additional Land ++++i,ia...arr.......r........ 9245 MAIN ROAD, oF yr+ Building IP I Rebar Monu Q Transformer tAsriall 0 A6phalt Pavement r Menu! ebar Found 0 EAST MARION, NY 11939 Contour Major Cased Monu 0 Tran6tormcr Pad Contour-Minor Cased Monu-Found 0 S U F FO L K COUNTY Easement ........- ------- ...... Gulderell Traverse Point Catch Bisirt ' 0 Jurisdiction Line Survey Point VICINITY MAP Property Une —— bid NOT TO SCALE -f 0 Property Tie 4 -—— Gravel CONTENTS Parent Property e — L`W1 { Tower Easement Culvert COVER SHEET Rightof Way ------��.._..�=�--tom-�• Cor*[e0 Setback PROPERTY OVERVIEW ;rti�l1 Treeline laaterr-rg`�`N L�rrArs,•f_ llliltty VauN I�_ I ACCESS OVERVIEW Wetland Railroad Tracks ® SITE OVERVIEW Centerline — �A Door!Geier i*'� Manhole ( � ! SITE OVERVIEW DETAIL(INTERNAL USE) N Road Centerline Double FLOM 14*1`F: Stream Door 1 Gate � LEGAL DESCRIPTIONS Stream(Direcllonel) Handhole 11'R5 rr CQL CW LAMP UE:1111101 Ft*M Z,(RE_A_*XN Gate-Sliding SITE LOCATION I+ NOT A I:[CL&F.�SAZA#d� AS VW Fri i Ditch �— g K�L rfW, ,.C��11'ML dA1*VLfyR � Channel Pull box I Fence �+�+—�.+�+—,�� Signs BEARING BASIS: Cable UG Mailbox ® Pedestal Y '` SURVEY PROCEDURES EQUIPMENT NY GRID(LONG ISLAND ZONE)NAM Combined Sewer THE ACCURACY OF THIS SURVEY MEETS OR EXCEEDS 401rm ( . T Cable TV 8 Elec Column Riser ` THE MINIMUM STANDARDS AS REQUIRED Bl'[STATE I Vrk"rt r 111 ffflrtut[1 d1+r Cable TV&Elec UG Utility Pole REQUIREMENTS FOR BOUNDARY SURVEYS]. r T'AIA r�WEC1 L19 IN SNAIL I%OP COOAfWui( INSTRUMENTS USED: rT5''T.w Ift!LMUr•trild,I!� ;ltIWI DM u Cable,Elac,8 Tele Guyed Pole Meter ) —TOPCON GT500 # *=UO"oj'WW r'! m wi.'F-fw'ItgM[f}in CeN!.Ems'&7ele LPGLOCAIE Electric Pole Valve —CARLSON ORB br.r=tt4� A18'WIItrif-I-0 A%4P IlI'br1eC3 bG�l"0.1'rl[IISQtY+f dlf pt l[1a11'�h�rluulrkyEi N Oh4E WS Ki4vf-cr t1d EI net;ii* m rVo An t»m GRY(a ra wT#wy nlr V-V, Electric UG Bollard a kiAU LrIXL"o¢r'F,('A1Affl3 OMLLL"CCp r. Fiber Cleanout KNFCW rI r4 POSsle4[11411 OTHER UTILITIES Fire Hydrant COORDINATES wrimlIG IrrIIII.ILILDr 9JIMdCT 1tThh1<Ilt SITE EXIST THAT WENT Fiber UG v. Junction Box �; r;Ire rarumAe r,:c # ley�1'C,W%tE tfj IYI EQUJ`Yr1�1rsAt4�4U"O%tV(gr;. Gas flag Pole h4f{-rnni%fJCB Wlk$MM Ttdr L7L"r ViK8+lei* Sewer Shrub Pump Station i LABEL LAT,LONG UNLas atliomtl NMI;i.KCM. AREA SUMMARY 5 N01 AIN.%Wrdt3*I!ift(AiCITO 10 SCALE Stcrm Utility Box j MON 1 /POC 41.07.40 24%—72.20-29.19- Oa. I'Lft 4ANVEY ice nlr-%%bf 4wiSlIfF A BOUNDARY Telephone Tree-Palm - �lUfi`6[Y . 00 Ltrt r�1+1-ft rw(k. AREA SQ.FT. ACRES M100e DESCIIallITM ¢Rtivkr Telephone UG Controller ;/,-� PARENT PARCEL 133.217 3.06 Unknown lltlllty Tree-ConferousJKAd! , Water Tree-Deciduous HVAC TOWER COMPOUND 1590 0.01 TI -Ir Tope-High Point EXISTING TOWER LEASE 352 0.008 Num EAST MARION !� r I31JN 857LU Generator ,,;;, ADDITIONAL LAND so 0002 ABBREVIATIONS Metal Platform r it TOWER LEASE 432 0.01 .--: Asldta 9245 MAIN ROAD Tope-Low Point ! POC POINT OF COMMENCEMENT EAST MARION,NY 11939 A Fuel Tank6��{� OPTION AREA 73 o.00z POB POINT OF BEGINNING t-0urtty SUFFOLK COUNTY —V—' +tTt _ Brea�ulfrr ACCESS EASEMENT 11891 0.27 g Met hbrrr � UTILITY EASEMENT 5396 0.12 ROW RIGHT OF WAY Traffic Signal Controller AS-BUILT I Property Tit z U T SURVEY SHEET: COVER SHEET C6BENT PARCEL INFORMATION: OWNER: EAST MARION FIRE DISTRICT, A NEW YORK MUNICIPAL CORPORATION � 9245 MAIN ROAD, 0. . LANDS N/F EAST MARION, NY 11939 1 N/A A PARCEL ID #: 1000-031-03-00-01 1-031 SECTION 031.00 BLOCK 03.00 LOT 011 031 ,r \ BOOK 9615 PAGE 321 & A \ BOOK 11932 PAGE 515 r 1 4� LANDS N/F } N/A LANDS N/F � N/A / EXISTING TOWER LEASE, / ADDITIONAL LAND AND a� WOO L TOWER LEASE rr' 128.9' TIE LANDS N/F \ N/A �11000-031-00-03-00-01 1-032 \ f \ .�` 0 F E ACCESS— .^� * EASEMENT •, UTILITY EASEMENT 42 10 0 f A `'y r f_ �•,aar,._,..ar aaa 1 F �J • r_ If k I EXISTING IRON PIPE 15,5 POC ALL DESCRIPTIONS — a E:1441157'—N:354513' �` ,• �' izlzt/zazz 1 SURVEY PERFORMED FOR: 1f CROWN 2000 Corporate Drive CASTLE Canonsburg,PA 15317 0 � LANDS N/F ", +' I DESCMPT[O14 nw N/A aN � �� MM rs'ri}rm Y Y AREA SUMMARY .�!pl Yc a AREA SQ.FT. ACRES , NZ SrTE1NFOgMAT10N: PARENT PARCEL 133,217 3,06 Name EAST MARION TOWER COMPOUND 590 0.01 BUN 857111 i �, Address 9245 MAIN ROAD, EXISTING TOWER LEASE 352 0.008 ,! 41 EAST MARION,NY 11939 ADDMONAL LAND 80 0.002 +` County SUFFOLK COUNTY TOWER LEASE 432 0.01 OPTION AREA 73 0.002 0 30 saFr [ACCES'rJUTYS EASE7�IENT 11891 0.27 SCALE AS-BUILT SURVEY F EASEMENT 5396 10.12 ,'' SHEET` PROPERTY OVERVIEW POC m "5 POB ACCESS -58"28% POB UTILITY EASEMENT EASEMENT . +Cg60' TREES -,NW58'26 L TOWER LEASE SURROUNDING I 14.ewe :," 10 21+ TOWER ? ';� COMPOUND � � TREES 19 Ems' '5 SURROUNDING TOWER COMPOUND v .. °� il5.57' ~� •�,Zk ,, S P. Tn —BUILDING— Nib y o. ti •mot ,E'a) —BUILDINGN ARE *'+ z Bull,W� eljqLDM 1r �, —CONCRETE— '+s L "CONCRETE— +, •+._ �cu�t}Av uuRF'frr J t •F ► OF E LA '�. ri lie I \ I"S.1D., I-A,' I rV.'47 CIA -- --- -------------------- S87'40 " n- 56- .25'~ � t .• 1 PJ. —i- J a� IN EXISTING IRON PIPE —ASPHALT—HALT— ' ` POC ALL DESCRIPTIONS 1 � .A. � �.s E:1441157'—N:354513' �+ iz/zi/zozz 1 F , SURVEY PERFORMED FOR: 15' CROWN 200 Corporate DrNe + CASTLE Canonsburg,PA 15317 REVDATE dE3.1:fr rTm nfwff i t +•� P " I .r�sA"Kxrr 111fexil'x:r rx r r r+� 01 ; �1T!1Rer�lA+iArwd. 1 —BUILDING— ,'�F+ j Ni3n+a EAST MARION BUN 857111 Address 9245 MAIN ROAD, POT ACCESS ,. `` EAST MARION,NY 11939 EASEMENT , ' 41 County SUFFOL4t COUNTY Q /P 0 20 40FT v 4t AS-BUILT SURVEY SCALE "' SHEET: ACCESS/UTILITY OVERVIEW dC+,l7iyUu A14+"'k'+ OPENING r NTREESN THROUGHOIF N�REFS JN 9 4 OPENING #, 07.' THROUGH i OPTION , TREES +LJOL AREA , y . ► $ '# POB OPT10N AREA ' ` +� -,i. — T-- �— .+�• 1 212 11202 2 4• GATE PO OL 4' GATE $ '0 b rWm POB ADDITIONAL LAND -�'~1 3` PANEL POC TIE o ` —TREES- 1• a N1 5��"E 5.11• It 1 ' '+ PANEL NTaEEsN S" 1106c 0 W, . o' 1P 0 .047 kP .'� 4' GATE f o POB EXISTING TOWER •. S , LEASE & TOWER LEASE COMET SURVEY PERFORMED FOR: CROW N 2000 Corporate Drive I' CASTLE Canonsburg,PA 15317 - � DATE DE&cR;pllon 15aY1fi1 {' .o 1.JE Illy t ■ '� x Ask■[ f ARE 1WORMAT11(h 4' GATE - � Nam* FAST MMION SUN 057111 � P'EfJING ��---OPENING ° THROUGH THROUGH 05% 92.4r MAIN IROAD. EAST MARION,NY 11939 TREES TREES County I SUFFOLK COUNTY +. w� � -TREES- AS-BUILT SURVEY 0 A OFT SCALE / 11EI: SITE OVERVIEW JONACKAN MURPHY —TREES— OPENINGTHROUGH OF N e TREES C.,,,co G' ' ' y LSlg4 'e r` + OPENING '', �dlt+ta THROUGH \k ARFA % TREES '\ jN 5 POB OPTION AREA °`+.. .,•+y 12/21/2022 1 i A00ffMAL� N. 00' I i + POB ADDITIONAL LANDo" �Yf,a ., POC TIE_ d NTREESN N 11'W'2;4 E 0 -TREES- Q � \ ' J lei \ e, - �. J o o POB EXISTING TOWER ' LEASE & TOWER LEASE �' SURVEY PERFORMED FOR: 4 A CROWN 20M Corporate Drive �,CASTLE Canonsburg.PA 15317 fr._lid�iE CE1{+�filAijOk G*iyN r vrXxrr„ ��llv r R�rr 3- J4i wr .I.f}7.r S Y 511E 1NF041MATION: Name EAST MARION \ BUN 857= OPENING OPENING Address 9245 MAIN ROAD ' THROUGH THROUGH EAST MARION.NY 11939 TREES TREES County SUFFOLK COUNTY w w —TREES— fi 1 "to 0 4 OFT to 0 � AS-BUILT SURVEY to SCALE Q fi z SHEET: SITE OVERVIEW DETAIL LEGAL 7ESCEIEIIQN-. EXISTING TOWER LEASE (CREATED BY THIS OFFICE) THENCE, S 30' 38' 43" E FOR A DISTANCE OF 73,87 FEET TO A POINT; A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK, STATE OF NEW YORK. THENCE, S 87' 40' 48" E FOR A DISTANCE OF 56.25 FEET TO A POINT; HAVING P PARCEL ID #: 1000-031-03-00-011-031, FURTHER DESCRIBED AS: THENCE, S 36' 40' 26" E FOR A DISTANCE OF 136.66 FEET TO A POINT LYING ON THE NORTHERN RIGHT OF WAY OF MAIN ROAD,A COMMENCING FROM AN EXISTING IRON PIPE, FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL, AND HAVING NEW YORK STATE PLANE DEDICATED PUBLIC RIGHT OF WAY, SAID POINT BEING THE POINT OF TERMINUS, CONTAINING 1 1,891 SQFT-OR- 0.27 ACRES. COORDINATES E:1441157'-N:354513'; THENCE, N OT 38' 54" E FOR A DISTANCE OF 155.96 FEET TO THE POINT OF BEGINNING; THENCE, N 29' 32'04"W FOR A DISTANCE OF 16.00 FEET TO A POINT; LEGAL DESC CE) THENCE, N 60' 27'56" E FOR A DISTANCE OF 22 00 FEET TO A POINT; A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK, STATE OF NEW YORK, THENCE, S 29' 32' 04"E FOR A DISTANCE OF 16.00 FEET TO A POINT; HAVING PARCEL ID#: 1000-031-03-00-01 1-031, FURTHER DESCRIBED AS: THENCE, S 60' 27- 56"W FOR A DISTANCE OF 22.00 FEET TO THE POINT OF BEGINNING, CONTAINING 352 SOFT-OR- 0.008 ACRES. COMMENCING FROM AN EXISTING IRON PIPE, FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE COORDINATES E:1441157'-N:354513'; LEGAL DESCRIPTION:ADDITIONAL LAND (CREATED BY THIS QEICE) THENCE, N 11' 42' 19"E FOR A DISTANCE OF 191.53 FEET TO A POINT BEING THE BEGINNING OF A 20'ACCESS EASEMENT: A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK, STATE OF NEW YORK. THENCE,ALONG SAID EASEMENT, N 60' 58' 26" E FOR A DISTANCE OF 4,00 FEET TO THE POINT OF BEGINNING; HAVING PARCEL ID #: 1000-031-03-00-011-031, FURTHER DESCRIBED AS: THENCE, S 29' 32' 04" E FOR A DISTANCE OF 10 21 FEET TO A POINT; COMMENCING FROM AN EXISTING IRON PIPE, FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE THENCE, S 73' 55' 09" E FOR A DISTANCE OF 63.11 FEET TO A POINT; COORDINATES E:1441157'-N:354513'; THENCE, S 50' 37' 30" E FOR A DISTANCE OF 55.01 FEET TO A POINT; THENCE, N OT 38' 54" E FOR A DISTANCE OF 155.96 FEET TO A POINT ON AN EXISTING 352 SOFT TOWER LEASE; THENCE, S 27' 02' 35" E FOR A DISTANCE OF 24.46 FEET TO A POINT; THENCE.ALONG SAID LEASE, N 29' 32' 04"W FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE, S 36' 35' 26- E FOR A DISTANCE OF 63.16 FEET TO A POINT; THENCE, N 60' 27' 56"E FOR A DISTANCE OF 22.00 FEET TO A POINT; THENCE, S 26' 46' 51" E FOR A DISTANCE OF 152.05 FEET TO A POINT LYING ON THE NORTHERN RIGHT OF WAY OF MAIN ROAD, A THENCE, DEPARTING SAID LEASE, N 11' 59' 23"E FOR A DISTANCE OF 5.11 FEET TO THE POINT OF BEGINNING; DEDICATED PUBLIC RIGHT OF WAY; THENCE, N 29' 01' 34"W FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE,ALONG SAID RIGHT OF WAY, S 39' 02' 00"W FOR A DISTANCE OF 15.35 FEET TO A POINT; THENCE, N 60' 50' 26"E FOR A DISTANCE OF 8 00 FEET TO A POINT; THENCE. DEPARTING SAID RIGHT OF WAY, N 26' 46' 51" W FOR A DISTANCE OF 157.13 FEET TO A POINT; THENCE, S 29' 01' 34" E FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE, N 36' 35' 26"W FOR A DISTANCE OF 63 13 FEET TO A POINT: THENCE, S 60' 56' 26" W FOR A DISTANCE OF 8.00 FEET TO THE POINT OF BEGINNING, CONTAINING 80 SQFT-OR- 0.002 ACRES. THENCE. N 2T 02' 35"W FOR A DISTANCE OF 22.70 FEET TO A POINT; THENCE, N 50' 37' 30"W FOR A DISTANCE OF 4920 FEET TO A POINT; LEGAL DESCEIPTION:TOWER LEASE(CREATED BY THIS OFFIQF-1 THENCE. N 73' 55' 09"W FOR A DISTANCE OF 52.20 FEET TO A POINT; A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK, STATE OF NEW YORK. THENCE,5 60' 27' 56"W FOR A DISTANCE OF 35.27 FEET TO A POINT; HAVING PARCEL ID #: 1000-031-03-00-011-031, FURTHER DESCRIBED AS: THENCE. N 29' 32' 04"W FOR A DISTANCE OF 6.00 FEET TO A POINT; COMMENCING FROM AN EXISTING IRON PIPE, FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE THENCE, N 60' 27' 56'E FOR A DISTANCE OF 25.67 FEET TO A POINT; COORDINATES E:1441157'-N:354513'; THENCE, N 29' 32' 04"W FOR A DISTANCE OF 19.85 FEET TO A POINT THENCE, N 07' 38' 54" E FOR A DISTANCE OF 155.96 FEET TO THE POINT OF BEGINNING; THENCE, N 60' 58' 26"E FOR A DISTANCE OF 14.00 FEET TO THE POINT OF BEGINNING, CONTAINING 5,396 SQFT-OR- 0.12 ACRES. THENCE, N 29' 32' 04"W FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE, N 60' 27' 56" E FOR A DISTANCE OF 22.00 FEET TO A POINT; THENCE, S 29' 32' 04"E FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE, S 60' 27' 56"W FOR A DISTANCE OF 22.00 FEET TO THE POINT OF BEGINNING, CONTAINING 352 SQFT -OR- 0.008 ACRES. TOGETHER WITH THE ADDITIONAL LAND DESCRIBED AS FOLLOWS: COMMENCING FROM AN EXISTING IRON PIPE, FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL, AND HAVING NEW YORK STATE PLANE COORDINATES E:1441157'-N:354513'; THENCE, N 07' 38' 54" E FOR A DISTANCE OF 155.96 FEET TO A POINT ON AN EXISTING 352 SQFT TOWER LEASE; THENCE,ALONG SAID LEASE, N 29' 32' 04"W FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE, N 60' 27' 56" E FOR A DISTANCE OF 22.00 FEET TO A POINT; THENCE, DEPARTING SAID LEASE, N 11' 59' 23" E FOR A DISTANCE OF 5.11 FEET TO THE POINT OF BEGINNING; THENCE, N 29' 01' 34"W FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE, N 60' 58' 26"E FOR A DISTANCE OF 8.00 FEET TO A POINT; THENCE, S 29' 01' 34" E FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE, S 60' 58' 26"W FOR A DISTANCE OF 8.00 FEET TO THE POINT OF BEGINNING, CONTAINING 80 SQFT-OR- 0.002 ACRES. THE OVERALL TOWER LEASE AREA CONTAINING 432 SQFT -OR- 0.01 ACRES. LEGAL VESCRIPTION: OPTION AREA (CREATED BY THIS OFFICE) A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION. COUNTY OF SUFFOLK. STATE OF NEW YORK, HAVING PARCEL ID #: 1000-031-03--00-01 1-031, FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE, FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE COORDINATES E:1441157'-N:354513'; THENCE, N OT 38' 54"E FOR A DISTANCE OF 155.96 FEET TO A POINT ON AN EXISTING 352 SQFT TOWER LEASE; THENCE, ALONG SAID LEASE, N 29' 32' 04"W FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE, N 60' 27' 56"E FOR A DISTANCE OF 22.00 FEET TO A POINT; THENCE, DEPARTING SAID LEASE, N 11' 59' 23" E FOR A DISTANCE OF 5.11 FEET TO A POINT ON AN EXISTING 8O SQFT ADDITIONAL LAND; THENCE,ALONG SAID ADDITIONAL LAND, N 29' 01' 34"W FOR A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING; THENCE, DEPARTING SAID ADDITIONAL LAND. N 29' 01' 34"W FOR A DISTANCE OF 9.13 FEET TO POINT; SURVEY PERFORMED FOR: -i�N.1T1U�.4 UURPIiY THENCE, N 60' 58' 26"E FOR A DISTANCE OF B_00 FEET TO A POINT; CROWN 7000Co THENCE. S 29' 01' 34" E FOR A DISTANCE OF 9.13 FEET TO A POINT ON SAID ADDITIONAL LAND; rporPA Drive THENCE,ALONG SAID ADDITIONAL LAND, S 60' 58' 26"W FOR A DISTANCE OF 8.00 FEET TO THE POINT OF BEGINNING, CONTAINING 73 of NL* CASTLE Canonsburg.PA SQFT-OR- 0 002 ACRES RE DATE DESCRIPTION DAWN LEGAL DE��IPTIQN; AQQES5 EASEMENT(CREATED BY IS OFFICE) , ' , ;1YY/YXYY Y y xK x�xa x A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK, STATE OF NEW YORK, i i ' 'r i��F�o°r I HAVING PARCEL ID #: 1000-031-03-00-011-031, FURTHER DESCRIBED AS: .*r WTEINFORMAnOW. COMMENCING FROM AN EXISTING IRON PIPE, FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL, AND HAVING NEW YORK STATE PLANE Neff* EAS7 FIIAAFHM COORDINATES E:1441157'-N:354513'; $rT1*1 THENCE, N 11' 42' 19" E FOR A DISTANCE OF 191.53 FEET TO THE POINT OF BEGINNING OF THE CENTERUNE OF A 20-FOOT-WIDE AudcaFs 857 A1AI�IROAD, ACCESS EASEMENT, LYING 10 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIPTION: EAST �DN, THENCE, S 29' 32' 04"E FOR A DISTANCE OF 29.76 FEET TO A POINT; 0 4 NY 11939 THENCE, S 60' 27' 56"W FOR A DISTANCE OF 31 06 FEET TO A POINT; _ � County SUFFOLK COUNTY THENCE, S 10' 5B' 47"W FOR A DISTANCE OF 3.39 FEET TO A POINT; THENCE, S 59' 45' 14"W FOR A DISTANCE OF 97 65 FEET TO A POINT: THENCE, S 25' 40' 03" E FOR A DISTANCE OF 76.38 FEET TO A POINT; AS-BUILT �_�r ur I�� SURVEY THENCE, S 68' 49' 46" E FOR A DISTANCE OF 19.48 FEET TO A POINT; THENCE, N 63' 05' 33" E FOR A DISTANCE OF 70.05 FEET TO A POINT; 12/21/2022 IIE" LEGAL DESCRIPTION 857111 Environmental Due Diligence Rc-port Recommendations NFA Cup-Dil genet Outcome __ Approved-Non-Secuntized V Re-asan for Addiltional Rt-view IM-rer Environmental Compliance revieiv of the phase no Further assessment is needed at this time for this lees~ expansion deal for 350 sgft>,vi&i an addi',Eonal 80 sgtt for - i DISH and a i'sgft option area.Thei e are no wetland of floodpia+i,concerns Should deal tern-is change,Please open Outcnrnr.Commemb; new EDD order. GURVEY PreFoWOl fve 0g/"*4'CP0WN v CASTLE TOWE SU VEY 20M C4.var�ova Commob.¢PA 7=7 $WNW c000mmm or. MUM eulriEv"G.W- 131M KW 10M TWrssl&M A.Aft0um,ft=116 Tvkr pW}4 (FW OW ACNiOd 8571 1 1 �O�cTMR KJPPF+Y LAND SURvCVM Am IARA M PAW pa F'ow�4 mc Tw b TeX-t"nm�m 1 wje mlo},.4sa !. rff�'�dm lb Gs.,Ciwa NSA tK rdmf a `..EAST NlARION `.m".~a'�"me". ��' LEGEND ow. ............................... �..,� 9245 MAIN ROAD, 6F NE 'may .._� � Td�Y�►(�� •�' &%Ow��,.,,.,,► „o;:� 0 EAST MAR I O N, NY 11939 Qp . ' . Ox"mr- �,� 0 T�Pa' -Clarleme- SUFFOLK COUNTY ►" ��-� 0 GLils" -,■ . - -_._ ._ .0- Tn"WFM PCrd CAN*amm bmKocam u•. s,ti+r Pain! VICINITY NIP 6 F'rDPW yLkti NOrroSCAM i P.%-I,—IrTo —� - Gray CONTENTS ftswd l4gpwt) D" To.r cokut sm9T FUDV d Wry Taw o ACCESS&&E RYWW vieft Sbwrm WE oaRy" lord Tracks 2nwum. Cvr*mttr Ebwl Gdft /7 rwrwoia Sn MgRWW OEU&CWTUNAL IF..Q M Road Car4r4rti coums FLOOD"am �" OoorlOar�_ �ti �ti F1OFt5 n(�aeianrfy tfar.� k 'JRlI.ML ltG AAiYE+�A} #T■�►• 2 rrt 4t>~.r+7"Y4tt C?arar4 - - - - PUN Doa ey F�cs (ems �Awf1O SAt� F SURVEY PROCEDURES$EQUIPMENT c b.uo Heir a!�aow miA*o xa4 w�ao CIE"~6.rr TK AC=ACf CE TMS SURVEY MEM OR E== momp ca"R Z 'b..r PT 7MM.Rf5�1 RMUM(►Y[Sr= !.V^k-r 000"uv 0•lgrw/v= c Tv a Exro aa.Tv a ckm uo �'PFW 'r T yy 1 p;.wum, ca cd1k E)m a T+ arm Poi. Lm~ TOPCON w.t craw s •cam �.•ter+, ogp"T a�•es �C� c.eE*nc a Thra u3 +Ft t rr 4�r+'ft nes�s 4R+.+rri7 ..r.,.&*fir+.m%P4WCWkmg1.P me%10ft"}VW E4�lc uo tiol.rd o -c rm-vr►+rc vftu atrei� rbwa.uasa COORDINATES *.Dhw-�% T 10 am voff lbru w PC& A,+cbon sb. AREA SUMMARY s r.l�wr.�a • W .ftl wwww Th.crrILmWt 3s tcutom�* WA Puny Eason L AE EL L,AI,WNG �xm� lr�►mT•apvN- � � AREA ssa FTSt." txwb" . ACRESvmue. I Farr&L 5"AMLj Me(tt'ri�roSCAMsE Takao Tl"-Pub" PAMWr PAMM 133.217 aQa Taiiy+o•o00 �� TCMfQt CowpouMD I3D4 0.01 + ra r T ' ' Trw-Carirour Yur:ar SAC AOOrRQrAL L !!O Try-Ol PAMM VAST F 1,� Kiduo�a Ta0_►+b+F4t*+ _ 1o11pt NagGwwvbr •aa 0.01 ABBREVIATIONS Tope-la..Pc*t of ver � EBM MARWAL Fro'3 y 9 t taot o Poc Pa Am Tam p [lMM MUM in" CL12 POO Fora 13F ��n1► GOWKTI redo RCHr OF RiIT T TOWER SURVEY ter. CDVM SHEET PARENT PARC£L I NFORMARON: OWNER: EAST MAR10N FIRE DIMRiCT,A NEW YORK MUNWAL CORPORATION 4245 MAlN ROAD, . LANDS N/F EAST UARIDN, NY 11939 N/A PEEL.ID J: 1000-031-03—C( 11-031 � cn SE"ON 031.00 BLOCK 03.00 LOT 011.031 � , BOOK 9615 PAGE 321 do BOOK 11932 PAGE 515r , F LANDS N/F N/A LANDS N/F , N/A rf EXISTING TOWER LEASE. . \ ADDITIONAL LAND AND TOWER LEASE \� IF LANDS N/F r r 44 N/A Opel 1000-031-00-03-00-011-032` ' ` .nwuwr raiwn ' ADCESS .�'' -j nLITY EASEMENT EASEMENT % ib !• 4 d a h Y d PL J d i cxtr'nma IRON PIPE ', •• CROWN OP r l'4 �i 4 Y �4 CCC:ASTLE LANDS N F -• � p N/A AREA SUMMARY \ :, 1 AREA SO.Fr- ACRESloop :d PARIDr PARCa 133,217 am \ 15�1 �`+4� R4' N� EAST MARM EM7M TONER LEASE 352 ODQA 1 w0A1Or�L uwb o.eo - • EAST Mi�1Jil 'i,MY t 1O111Qt 1FI15E 432 OA1 1,, � � �:ainry I SuFPolx catrtrr�r GPrrow AREA 73 Qj= ,r' o x SOFT AC=EASEMENT „�1 om ',. rare. SOME TOWER SURVEY I MJTV CASOMW ame 0.12no '- r PROPERTY ME>•MEW _" x POS UT UIY EASEMENT' , ti poc PflB ACCESS kuU`'-�-��~ f irAa5E1AEN1' TREE �'+If SG'I�"L eoo 5 TOWER LEASE SURROUNDING 14=' 1CL270 TOWER � COMPOUND iti!32'Y+,'f TREES T T}9S1 r SURROUNDING -.0 -.a,_ TOWER 1+ COMPOUND 2&4po +• } - '�.� } i ' JI.Or' Ile 'd.,\ cb —BUILDING— owp SITE i� `•. g. .00 5. �°` � �\ ,// •', /�.0 /gypr '+ •+*F �$ �� mR - �� .4 f `}.*i.- �� '•�.. �= ■i.a.,Rimer\i..ui,lta ua�•e ac._ . r �� . i y ---------------- 1. R. EXISTING IRON PIPE bti } POC ALL DE SCRIF nCNS �` —ASPHALT— E l"ll 157F—N:35t513* �' h ,R MOVEY t}.} •} f ,}` -}• i C ROW N 20M C Vafvo DAM i9 ' +� Fo }y y ��CASTLE LE �ftOrD�IQ PA 15�17 O^Te omcowenar a1YY R_ - AirEAST NIAF4X" ' BUILDING- T#Yl •t r �}` Ad6mem 9243 MAIN MAD, 1 POT ACCESS „ C45T KAJaRmt NY 11939 EASEMENT q V COWTry I SUFFOLX C,"TY TOWER SURVEY AC:CESSIUiZMY OVERVIEW OPENING-TREES- THROUGH OPENING zREI r f NEB OPENING opmm TRfES . PO6 OPTION AREAVi EN V. +• � ` 10 Poe ADDMONAL LAND K)C'nE ` `� —TRH,-, yam, d e -/Y i� Y r � FiY.'y�i�7 a/,/,� # k. 10 Vs. fj 1 TY Y cp R F ~ C POB jQ�CLSTINCs Y - LEASE �, ,,.•, fir' cpoWN CASTLE � Y_ R --TRE:ES�- Nan I COST wuuWw DUN afirl t' tx. OPENING ��i�2"KQN , THRMCH _ THROV" AM Wjj-q39 TREE TR= UW MAY { TREES- TOWER SURVEY rr i_ _ ' SrM OvS;MEW I E DUMNC ID±M.L FASE fC A_T, __Prr'.Ih S FZCQ T}'MM S 30'38'4r E FOR A DMANCE OF 73A7 FEET TO A POM. A PC +OF ALL TMT CF AN PARCEL CC L&4D LY MN Lm TIAt TOWN OF EAST MARKK COUNTY OF SUf rOLK.STATE OF NEW YMC. '17 OKf-S 87 40'48'E F A O K OF 5525 FM TO A P004T; HAVINC PARCEL D#-1000-031-03-00�11--031.FURRIER DE�BfD AS: THVi�S 3V 40'.'E MR A DE 13r7. F'�TO A F'04W LYING ON THE NOMWERN MGM OF WAY OF WW MAD.A COLIUIE RC M FROM AN EXtS M IRON PiPE.FOUND ON THE WESTERN BOUNDARY OF SAO PARCEL.AND HAVING NEW YORK STATE PLANE DMICA'FED KBUC lAPNT OF WAY.SAID MKT M4 T<Mhrr OF'MM15,MNTA ANC 11.891 SQfT-OR-0.27 AMM C OORMNATES E14.41157-N:354513'; THENCE.N 07 38'54'E FOR A DISTANCE OF 155J"FEET TO THE POINT OF BMNKlNC: THENCE.N 24'32'04'9 FOR A DISTANCE OF 2..00 FELT TO A PINT. A F TI Ni Of ALL T O�TTAIN PARCEL OF UtxD L`wig im TOwN OF EAST MARiOtN COUNTY OF SUFFOLFC.STATE OF NEW YOM THENCE-N eo'2r 0,V E FOR A O STANC E OF 18.00 FEET To A POW: RAVM P 3D#:1C 31-�+�,�,17�-031.FURTHER THENCE,5 2Si'27'04 E FOR A 06TANCE OF 18 00 FEET TO A PUPtT; F9t?iIF,F040NC F�AM EJ OF 4 MON F&,O ON ��BMMDA T OF SAID PARCEL.AND MAYitiC r YC"SLATE PLANE THE]NC£.5 60'27"56'W FOR A DMANCE 4F 2200 FF£f TO THE POEM OF B£GtNtiWC„CONTA1NiNC 352�#T--OR-0.008 ACC. COOMMATES E:1441 i57--N•. 7,7P T�-��,%KricE'1 THENCV,N 11'42'19'E FW A OMTAN+CE OF 19143 fM M A M4T M04.T}!E BMWMC OF A 27^0=EASEMENT: A ilk OkV ALL T"AT MI TAN PAF CC UM L'r'M IN TK TC7M'N OF EAST UAFDQN,COUNTY OF SUFf J.STATE OF NEW YOM TP04M ALOW SW T IT,H OT SAS'W E FIR A DMANCC 4F 4.0D FEET 1O THE PONT OF qZC-,wvc, HAVNC PARCEL iD If 1000-fi31--O 0M I-031.FlMMER DESCRI180 AS_ S 2r 32`"'E M A O5'I&4M OF t 0_2 1 FEET M A POW; COMENCING FROM AN EXISTING IRON PIPE,FOUND ON 71$WESTERN BOUNDARY OF SMD PARCEL AND HAVING NEW YQRK STATE KANE TgViC1!'S 77:�-5'00 E"A DCSYANCC Of MA I FEET M A PANT: COORDNAM E'1441157'-#43.,WI3'; TF4DO E.S 57 V*0'E FT A DWAKE OF-S&OI FEET TO A PONT- THE N(;C N 07 38'540 E FOR A DISTANCE OF 15S.90 FEET TO A P004T ON AN E)QSTINC 352 SOFT TOWER LEASE.- TKDkC2t,S 2r 02'Mr E FDR A DMAMM OF 24,.46 Ftn TO A POOM. THFEWM ALONG SAiD LEASE.N 29'32'04'W FOR A DISTANCE OF 16.00 FEET TO A POINT: TMCNM S 3Ix'35'M_E`TOR A DISTANCF OF 63.1 B FEAT'TO A PW; TmENC1~N 647 27'560 E FOR A DISTANCE OF 22.00 FEET TO A POINT; TFMlM S 26 48'51 f E FOR A DMANCE OF 152A5 FEET M A POINT LANC ON THE NMMERN RFCMT OF WAY OF MAIN ROAD.A TRENCr_DEPARTNO SAID LEASE,N 11'59'23'E:FOR A DISTAWX OF 5.11 FEET M THE POINT OF SEGMNG: DEDICATED PUBLIC Mff OF MAY; THENCE N 29'01'34'W FOR A DtSTANC£OF 10.00 FEET TO A PONT-. TitEW?F X4K$A*MW OF WAY,S 39+Of 00'W FM A DMANCZ OF 15-15 fM TO A M.Pri. THET CF_N 6O'58'2f>E FOR A DISTANCE OF 8.00 FEEL'TO A POINT; TlrOhl(�F_ ARTING SAID ROIT OF wAY.N 24r '$1'W FOR A Wjk,4CE OF 157.1E TO A,P&.T; THENM S 29'01'34'E FOR A DIStAHCE OF 10.00 FEET TO A POW; TiHI?i[a N M 26'26'W fit A DISTANCE OF ca.11 r=r TO A PONTNTT. DIME,S 60'58'26'W FOR A DISTANCE OF Q.00 FEET TO THE POINT OF SEC MNC.CONTAINING 80 SaFT--OR-0.002 ACRM "CC N ZT CZ 35m W rOq A OlYr iX OF ZL70 FONT"A POW. 1FS'r8t flE5Cs41PT14N;TOWER LEASE[M RE�►TED BY TNiS C)FfICF1 �N 5V 3r W W FOR A Df5rANCC OF 40J?0 Mr TO A POMT; K 73 55'09'W MA A%'I'AM+ F_Of 52 FEET TO A PC04T; A PORTM OF ALL THAT CERTAIN PARCEL OF LAND LYITIG IN THE TOWN OF EAST 1tAWR,COUNTY OF SUFFMK.STATE OF NEW YORE(. S W V Sr W I'O'R A DISTAMM OF 35.77 FEET TO A P ONT HAVWC PARCEL 10 1: 1000-031-W-00-011-031.FURMER DM=M AS: M 2'W 04'W FOR A=TANCC CF BLOD FEAT M A IPOx. COYAF£NCING FROM AN EXM7 NG iRON PIPE,FOUND ON THE WESTERN BOUNDARY OF SAM PARCH.AND HAVING NEW YORK STATE PLANE Y DyCr,N 6q 27'W E FOR A DIVANCE 2S.W MET TO A PINT. C OORDINAM E 14411 S7-#t354.513% 11-�N 2'&DMA'IN FOR A[}£57ANCE OF 19.R i U:T TO A P Ci: TH04CE,N OT 38'5/�4'E FOR A DISTANCE OF 155A8 FEET TO THE POINT OF BEGNNiNG: T tME.N G7 HE 58'26'E FOR A DISTANCE OF 14.00 FEET TO T POINT OF BEC�IMC,.CONTAINING 5,396 SOFT'-OR-0.12 ACRES. THENCr_N 27 32'04'W FOR A DtSTMM OF 16.00 FEET 70 A POINT: TH c NCI,N Ga 27 3e E FOR A DISTANCE OF 22.00 FEET TO A Pow; THENCr.S 2SY 32'04'E FOR A DISTANCE OF 16.00 FEET TO A PONT. THETNCE.S 6ir 27'Sr W FOR A DISTANCE OF ZZ.00 FEET M THE POINT OF B3ECIrN1NG.CONTAINING M2 SOFT-OR-0=8 ACRIM TOGETHER MRTH THE ADDMOKAI_LAND DESCRBED AS FOLLOWS. GO1tMD4gN0 FTRON AN EX1MW&IRON MT,FOUND ON THE WESTERN BOUNDARY OF SAID PARCQ.AND HAVWC NEW YOW STATE PLANE COORDINATES E�t441157'-FL354Si3'; THING£.N 07 38'54'E FOR A DiST NCE OF 155.96 FEL7 TO A POINT ON AN ExtSTiNG 352 SOFT TOWER LEA SE;• THENCE ALDNC SAID LFJIM N 27 32'04'W FOR A DISTANCE OF MOO FEET TO A PO(NT; THONG N 60'27'%-E FOR A DISTANCE OF 22.00 FE>:T TO A POINT: T}I04C.'!~DEPARTING SAID LEASE,N 11'59'23'E FOR A DISTANCE OF 5.11 FEET TO TFE POINT OF BECDt+MM: THENCE.N 27 01'34'W FOR A OtSTANM OF 10.00 FEET TO A POINT: THIDJCE.N W 5V 2e E FOR A DISTANCE OF 8.00 FEET TO A POINT: TWEdCE.S 27 01'34'E FOR A DISTANCE OF 10.00 FEET TO A POINT; THEtiM 5 W 56'28'W FM A DISTANCE OF 8.00 FEET TO THE POINT OF EIEGIAFMNG.WNTAIMING 80 SOFT-OR-0.002 ACRES, THE OVMML MWE3R LEASE AREA CONTAINlNM:432 SOFT-OR-0.01 AGRM t Erlu II St:tatPiKMt OFTION AREA 1C3 E&M EIY THIS QFF'M A PORTION OF ALL THAT CERTAIN PARCEL.OF LAND LYING IN THE TOWN OF EAST YAFRION.COUNTY OF SUFnXv..STATE OF NEW YOM HAVMG PARCEL ID/: F MIM R DISCI ARM AS- COIAOCHC FROM AN D4STiNG IRON PIPE.FOUND ON THE WESMIN BOl>r DAW OF SAM PARCEL,AND KMIG NEW YOAX STATE PLANE COORdNATE5 E1441,sr-F13,S451s: THENCE-N OT 3W 54'E FOR A DISTANCE OF 155.98 Fcrr TO A PONT ON AN CaSTMG 352 SOFT TOWER LEASE- T'ft>:TM ALONG SAID L>:ASIE,N 2W V 04'W FiDR A DISSTAN.CE OF 16.00 FEET TO A POINT; TH NMO~N W 27-58'E FOR A DISTANCE OF 2ZOO FEET M A PONT. YmEw_DEPARnNa SAID t.FASF-N 11-59'23'E FOR A 01SfANC£OF 5.11 FEET TO A POINT ON AN FXWM 80 9QFf ADOMONAL LAND. TKENCf_AtANC SAID ADO( NAL LAND.N 2T 01'34'W FOR A DISTANCE OF 10.00 FEET TO TN£POINT OF 8MNMNC. mocc,.,r T1tENCE.DEPARTING SAiO ADfliTtONAL LAND,N 29'01.34'w FOR A DISTANCE OF 9.1E FEET TO P0Dtf: . ., TfUNCr_N Ga SW 26'E FOR A D67ANCE OF 8.00 FEET M A POINT; F N amoc.crar.THENCE.S 29'Ot'WE FOR A DISTANCE Of 4.1E FEET TO A PONT ON SAID ADOTTIONAL LAND: `�' --OR 0 002uOD ADO��L LAND.S W S8'2e w FOR A OfSTAMM OF 8.00 FEET TO TWC P01MT OF BMNMNG.CONTA)Wwc 73 ,�� ,� `� ST L E c-6-,L pw,sm SOFTA a x rt 01'L TKLAT C*cT MM FAMULL C* LA.*M L_1114G IN I t! T4"OF EAST UAMON.COUNTY OF SUFFOI.lC.STATE OF NEX Ycm;n(. HAVM PARCEL IDf:1000--O'.I1-03--00`011-0.31.F m*)tt DEAD A& T_ r r CDWENCING FTROII AN dQSTM IRON PIPE,FOUND ON THE WMTM BOUNDARY of SAND PARCEL.AND HAVNG NEW YORK STATE PLANE Nary L4=WMA70" COORDINATES E:1441157'--N:354.513'; F THEMM N I V 42'19'E FOR A DISTANCE:OF 121.53 FIST TO IWE POINT OF BMWN04G OF THE CENTERLINE OF A 20-Fr3OT-WIDE ACCESS EA'3':]4NT.LYING 10 FEET ON ETTNER SIDE OF THE i'OLLOWM 6FSC�lON: � A�k�9?•t5 wAI MI I GAD, TNi WM S 29'32'Ot E FOR A DISTANCE OF 29.76 FEET TO A POST: EAST 14JOOK NY 11930 THENCE S 8+0"Zr 56"W FOR A DISTANCE OF 31 M FEET M A POINT: s umo m c mwff THE7iCM S 1O'58'47'W FOR A DISTANCE OF 32%FEET TO A POINT. THENCE-S SIT 45'14'W FOR A DISTANCE OF 97.65 FEET TO A POINT; THENCE,5 2s 40'03'E FUR A DtSTNtC£OF 7t338 FEET TO A PONT, TOWER SURVEY THE NM S W49'46'E FOR A OWANC E OF 19.48 FEET M A POW: T14MM N 63'05'33'E FOR A DISTANCE OF 70.05 FEET TO A POiNT; ' LEGAL C3EStpfpT10N EXHIBIT B EXISTING TOWER LEASE A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK,STATE OF NEW YOM HAVING PARCEL ID#: 1000-031-03-00-011-031, FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE,FOUNT)ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE COORDINATES E:1441157'-N:354513'; THENCE,N 070 3815411 E FOR A DISTANCE OF 155.96 FEET TO THE FOINT OF BEGINNING; THENCE,N 29°3210411 W FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE,N 600 27'56"E FOR A DISTANCE OF 22.00 FEET TO A POINT; THENCE,S 290 3210411 E FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE,S 600 2715611 W FOR A DISTANCE OF 22.00 FEET TO THE POINT OF BEGINNING,CONTAINING 352 SQFT-OR-0.008 ACRES, ADDITIONAL LAND A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK,STATE OF NEW YORK,HAVING PARCEL ID#: 1000-031-03-00-01 I-031, FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE,FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE COORDINATES E:1441157'-N:354513'; THENCE,N 070 38'54"E FOR A DISTANCE OF 155.96 FEET TO A POINT ON AN EXISTING 352 SQFT TOWER LEASE; THENCE,ALONG SAID LEASE,N 290 3210461 W FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE,N 6011 27'56"E FOR A DISTANCE OF 22.00 FEET TO A POINT; THENCE,DEPARTING SAID LEASE,N 11°5912311 E FOR A DISTANCE OF 5.11 FEET TO THE POINT OF BEGINNING; THENCE,N 290 0113411 W FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE,-N 60°58'261.'E FOR.A DISTANCE OF 8.00 FEET TO A POINT; THENCE,S 290 01'34"E FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE,S 600 58'26"W FOR A DISTANCE OF 8.00 FEET TO THE POINT OF BEGINNING,CONTAINING 80 SQFT-OR-0,002 ACRES. TOWER LEASE A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK,STATE OF NEW YORK,HAVING PARCEL ID#: 1000-031-03-00-011-031, FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE,FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE COORDINATES E:1441157'-N:354513% THENCE,N 070 3815411 E FOR A DISTANCE OF 155.96 FEET TO THE POINT OF BEGINNING; THENCE,N 290 3210411 W FOR.A DISTANCE OF 16.00 FEET TO A POINT; THENCE,N 600 2715611 E FOR A DISTANCE OF 22.00 FEET TO A POINT; THENCE,S 290 32'04"E FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE,S 600 27'56"W FOR A DISTANCE OF 22.00 FEET TO THE POINT OF BEGINNING, CONTAINING 352 SQFT-OR-0.008 ACRES. TOGETHER WITH THE ADDITIONAL LAND DESCRIBED AS FOLLOWS: COMMENCING FROM AN EXISTING IRON PIPE,FOUND ON THE WESTERN BOUNDARY OF SAID Site Name:East Marion BU: 857111 PPAB 8128515v4 EXHIBIT B (continued) PARCEL,AND HAVING NEW YORK STATE PLANE COORDINATES E:14411571-N:354513'; THENCE,N 070 38'54"E FOR A DISTANCE OF 155.96 FEET TO A POINT ON AN EXISTING 352 SQFT TOWER LEASE; THENCE,ALONG SAID LEASE,N 290 3210411 W FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE,N 60°2715611 E FOR A DISTANCE OF 22.00 FEET TO A POINT; THENCE,DEPARTING SAID LEASE,N 11°5912311 E FOR A DISTANCE OF 5.11 FEET TO THE POINT OF BEGINNING; THENCE,N 290 0113411 W FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE,N 600 5812611 E FOR A DISTANCE OF 8.00 FEET TO A POINT; THENCE,S 290 01'34"E FOR A DISTANCE OF 10.00 FEET TO A POINT; THENCE,S 60°58'26"W FOR A DISTANCE OF 8.00 FEET TO THE POINT OF BEGINNING,CONTAR%HNG 80 SQFT-OR-0.002 ACRES. THE OVERALL TONER LEASE AREA CONTAINING 432 SQFT-OR-0.01 ACRES, OPTION AREA A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK,STATE OF NEW YORK,HAVING PARCEL ID#: 1000-031-03-00-011-031, FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE,FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE COORDINATES E:1441157'-N:354513'; THENCE,N 070 3815411 E FOR A DISTANCE OF 155.96 FEET TO A POINT ON AN EXISTING 352 SQFT TOWER LEASE; THENCE,ALONG SAID LEASE,N 290 32'04"W FOR A DISTANCE OF 16.00 FEET TO A POINT; THENCE,N 600 2715611 E FOR.A DISTANCE OF 22.00 FEET TO A POINT; THENCE,DEPARTING SAID LEASE,N 11°5912311 E FOR A DISTANCE OF 5.11 FEET TO A POINT ON AN EXISTING 80 SQFT ADDITIONAL LAND; THENCE,ALONG SAID ADDITIONAL LAND,N 290 01'34"W FOR A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING; THENCE,DEPARTING SAID ADDITIONAL LAND,N 290 0113411 W FOR A DISTANCE OF 9.13 FEET TO POINT; THENCE,N 600 5812611 E FOR A DISTANCE OF 8.00 FEET TO A POINT; THENCE,S 290 01'34"E FOR A DISTANCE OF 9.13 FEET TO A POINT ON SAID ADDITIONAL LAND; THENCE,ALONG SAID ADDITIONAL LAND, S 600 5812611 W FOR A DISTANCE OF 8.00 FEET TO THE POINT OF BEGINNING,CONTAINING 73 SQFT-OR-0.002 ACRES. ACCESS EASEMENT A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK,STATE OF NEW YORK,HAVING PARCEL ID#: 1000-031-03-00-011-031, FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE,FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK.STATE PLANE COORDINATES E:1441157`-N:354513'; THENCE,N 110 4211911 E FOR.A DISTANCE OF 191.53 FEET TO THE POINT OF BEGINNING OF THE CENTERLINE OF A 20-FOOT-WIDE ACCESS EASEMENT,LYING 10 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIPTION: THENCE,S 290 32'04"E FOR A DISTANCE OF 29.76 FEET TO A POINT; Site Name:East Marion BU:857111 PPAB 8128515v4 EXHIBIT B (continued) THENCE,S 600 27'56"W FOR A DISTANCE OF 31.06 FEET TO A POINT; THENCE,S 100 5814711 W FOR A DISTANCE OF 3.39 FEET TO A POINT; THENCE,S 590 4511411 W FOR A DISTANCE OF 97.65 FEET TO A POINT; THENCE,S 250 4010311 E FOR A DISTANCE OF 76.38 FEET TO A POINT; THENCE,S 680 4914611 E FOR A DISTANCE OF 19.48 FEET TO A POINT; THENCE,N 630 0513311 E FOR A DISTANCE OF 70.05 FEET TO A POINT; THENCE,S 300 3814311 E FOR A DISTANCE OF 73.87 FEET TO A POINT; THENCE,S 870 4014811 E FOR A DISTANCE OF 56,25 FEET TO A POINT; THENCE, S 360 40'26" E FOR A DISTANCE OF 136.66 FEET TO A POINT LYING ON THE NORTHERN RIGHT OF WAY OF MAIN ROAD, A DEDICATED PUBLIC RIGHT OF 'WAY, SAID POINT BEING THE POINT OF TERMINUS,CONTAINING 11,891 SQFT-OR-0.27 ACRES. UTILITY EASEMENT A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE TOWN OF EAST MARION, COUNTY OF SUFFOLK.,STATE OF NEW YORK,HAVING PARCEL ID#; 1000-031-03-00-011-031, FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE,FOUND ON THE WESTERN BOUNDARY OF SAID PARCEL,AND HAVING NEW YORK STATE PLANE COORDINATES E;14411571-N:354513'; THENCE,N 11°4211911 E FOR.A DISTANCE OF 191.53 FEET TO A POINT BEING THE BEGINNING OF A 20'ACCESS EASEMENT; THENCE,ALONG SAID EASEMENT,N 600 5812611 E FOR A DISTANCE OF 4.00 FEET TO THE POINT OF BEGINNING; THENCE,S 290 3210411 E FOR A DISTANCE OF 10.21 FEET TO A POINT; THENCE,S 7310 5510911 E FOR A DISTANCE OF 63,11 FEET TO A POINT; THENCE,S 500 3713011 E FOR A DISTANCE OF 55.01 FEET TO A POINT; THENCE,S 270 0213511 E FOR A DISTANCE OF 24,46 FEET TO A POINT; THENCE,S 360 35'26"E FOR A DISTANCE OF 63.16 FEET TO A POINT; THENCE,S 260 46'51"E FOR A DISTANCE OF 152.05 FEET TO A POINT LYING ON THE NORTHERN RIGHT OF WAY OF MAIN ROAD,A DEDICATED PUBLIC RIGHT OF WAY; THENCE,ALONG SAID RIGHT OF WAY,S 390 02'00"W FOR A DISTANCE OF 15.35 FEET TO A POINT; THENCE,DEPARTING SAID RIGHT OF WAY,N 260 46'51"W FOR A DISTANCE OF 157.13 FEET TO A POINT; THENCE,N 360 3512611 W FOR A DISTANCE OF 63.13 FEET TO A POINT; THENCE,N 27°0213511 W FOR A DISTANCE OF 22.70 FEET TO A POINT; THENCE,N 500 3713011 W FOR A DISTANCE OF 49.20 FEET TO A POINT; THENCE,N 73°5510911 W FOR A DISTANCE OF 52.20 FEET TO A POINT; THENCE,S 600 27'56"W FOR A DISTANCE OF 35.27 FEET TO A POINT; THENCE,N 291>32'04"W FOR A DISTANCE OF 6.00 FEET TO A POINT; THENCE,N 600 2715611 E FOR A DISTANCE OF 25.67 FEET TO A POINT; THENCE,N 29°32'04"W FOR A DISTANCE OF 19.85 FEET TO A POINT; THENCE,N 600 58'26"E FOR A DISTANCE OF 14.00 FEET TO THE POINT OF BEGINNING, CONTAINING 5$ 96 SQFT-OR-0.12 ACRES Site Name:East Marion BU:857111 PPAB 8128515v4 jdo.OA GPD Engineering cop Date: January 9, 2026 Professional Corporation 520 South Main St, Suite 2531 Akron, OH 44311 (216) 927-8663 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Site Number: LI 1 3345A Site Name: East Marion Fire Dept. Crown Castle Designation: BU Number: 857111 Site Name: EAST MARION JDE Job Number: 2165674 Work Order Number: 2457779 Order Number: 722484 Rev. 0 Engineering Firm Designation: GPD Project Number: 2026777-857111.09 Site Data: 9245 Main Road, East Marion, NY 11939, Suffolk County Latitude 41' 7'41-88", Longitude -720 20"28.66" 109 ft—Concealment Tower We are pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 125 mph as required by the 2025 Building Code of New York State. Applicable standard references and design criteria are listed in Section 2 -Analysis Criteria. Structural analysis prepared by: Parker Graf Respectfully submitted by: of L J,+ "ER A CO • U., LU Z iP 3 5 Christopher J. Scheks, P.E. New York#: 093566-1 1/9/2026 520 South Main Street Suite 2531 Akron,Ohio 44311 330-572-2100 Fax 330-572-2101 www GPDGroup com GPD Engineering And Architecture Professional Corporation 109 ft—Concealment Tower Structural Analysis January 9, 2026 Project Number 2026777.857111.09, Order 722484, Revision 0 CCI BU No 857111 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 —Proposed Equipment Configuration Table 2—Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3— Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4—Section Capacity (Summary) Table 5—Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.3.1.2 1o9ft—Concealment Tower Structural Analysis January 9, 2026 Project Number 2026777.857YYt09, Order 722484, Revision CCIBUNof57111 Page 1) INTRODUCTION This tower is o 109 ft monopole tower designed by PennSummi1and Stealth in November of2OO7 and mapped byTEPin July of2O10. Modifications designed by GPD (Project #: 2018777.857111.08. dated 1/2/2019) consisted of a canister expansion from 88' — 109' with a 36^0 canister and 34^0 canisters from 69' — 88' Those modifications were considered in this analysis. 2)ANA[YS|S CRITERIA T|A-222 Revision: T|Ar222'1 Risk Category: U Wind Speed: 125mph Exposure Category: C. Topographic Factor: 1.0 Ice Thickness: 1.07 in Wind Speed with Ice: 47mph Service Wind Speed: GO mph Table 1 Proposed Equipment Co fi raton Center � Number Number Feed Level (ft) Elevation 0 Manufacturer Antenna Model of Feed Line Antennas Lines Size (in) 85.O 3 Comm800 F\y�-85A-R3 84.0 �---�----' -- 18 7/8 81.0 6 CommiScope TIVIAT11 9G21BL28-21 -------- Tab|e 2 Other Considered Equipment Mounting Line Number Antenna Number Feed Level (ft) Elevation Of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size(in) 113.0 1 Andrew PG1NOF-0091-009 1 1/2 1ORO ' ' 109'0 1 Crown Rk� FIBER BOX 1-5/8 107.0 3 Comm8cope KVVS8-86A-R3_20240404 ------ 38^(D x 10' | O 1 - 8 3/8 1O4O ' Concealment Canister � ' 1O4 '- -- ---------' — - --' 12 1-1/4 102.0 3 Connm800pe / KVVSS-85A-R8_2024O4D4 --' --- ------ G C]omrn800pe STXG1?42T-43 -- _- 34^0 x 10' � . 94.0 1 Concealment Canister -- -'------ 94.0 3 /\mphano| CVVWX083X25GOO 12 7/8 -- - - 02.0 3 RFS Ce|vvave FDA3P5002'1 C � � 90.0 3 RF8 Ce|wave FDA3p5002'1C 81 34^0 x 10' ' 'O 84O 1 - ' ' Concealment Canister 3 CommScope F\&-85B'R3 75.0 4 CommScope [}DX823T-D5 74'0 1 Reycap RD|DC-8181-pF48_CC|V3 12 1'3/8 74'0 1 34^o x 10' Concealment Canister tnxTowar Report version 8.3.1 2 /Ugft-Concealment Tower Structural Analysis January 9, 2026 Project Number 2020r77.85r/Yt09, Order 722484, Revision CCIBUNo 85711/ Page Center Number Number Feed Mounting Line I of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) 34.0 1 laird technologies FRX450 ' 32.0 1 Antenex FG8080 29.0 29.0 2 Side Arm Mount[SD 701-1] 2 1/2 � 250 1 Te|emave ANT450D8'8 23.0 1 Andrew ASPA880 3)ANALYSIS PROCEDURE Table 3 ' Documents Provided Document Reference Source 4-C�EDTECHN|CALREP��RT8 6234982 CC|sUes i _ - _ 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 4587810 CC|a|too 4'T[>VVER y�ANUFACTURERDRAVV|N<�8 8508592 CC|oitea _ 4-TC)VVER MANUFACTURER DRAWINGS / 5355543 CC|sites 4-TOVVER REINFORCEMENT DE8|GN/ORAVV|NG8/DATA 8114004 CC|sibee 4-PO8T'M[)D|F|CATION INSPECTION 8704887 CC|sites 3.1) Analysis Method tnxTower (version 8.3.1.2), o commercially available analysis software package, was used to create e three-dimensional model of the tower and oe|ou|ete member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the of the T|A-222 standard. 3.2) Assumptions 1) The tower and structures were maintained in accordance with the T|A,222 standard. 2) The configuration of antennas, transmission oob|es, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions or items in Table 3 are not valid or have been made in error. GPD should be notified to determine the effect on the structural integrity of the tower. mxTowmrReport vmnsion83.1.2 109 ft—Concealment Tower Structural Analysis January 9, 2026 Project Number 2026777.857111.09, Order 722484, Revision 0 CCI BU No 857111 Page 5 4)ANALYSIS RESULTS Table 4-Section Capacity (Surnmary) Section Elevation(ft) Component Type Size Critical P oPallow % Pass/Fail No. I I I I Element K K Capacity Ll 109-89 Pole TP4 5x4.5x0 5 .1 -1.74 445,32 43.8 Pass L2 89-69 Pole TP8x8x1 2 -5.55 872.83 41 3 Pass L3 69-18 Pole TP37.14x30x0.2188 3 -1279 154626 241 Pass L4 18-0 Pole TP39 22x36 0375x0 25 4 -1712 1899.43 28.4 Pass Summary EM LC7 Pole(L1) 43.8 Pass Rating= 438 Pass Table 5-Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation (ft) %Capacity Pass 1 Fail 112 Flange Bolts L 89.0 23.4 Pass- 112 Flange Bolts 69.0 40.5 Pass 112 Anchor Rods 0 43.9 Pass 112 Base Plate 0 51.6 Pass 112 Base Foundation 0 14.8 Pass Structure 112 Base Foundation 0 11.3 Pass Soil Interaction Structure Rating (max from all components) = 51.6% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity 2) Rating per TIA-222-1 Section 15.5. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.3 1.2 109 ft—Concealment Tower Structural Analysis January 9, 2026 Project Number 2026777.857111,09, Order 722484, Revision 0 CCI BU No 857111 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8 3.1 2 109 0 ft MATERIAL STRENGTH GRADE Fy --_Fu -GRADE-1. Fy Fu A513-D 0 M J!75 ksi 100 ksi A572-65 65 ksi 80 ksi A519 HFS 42 ksi 60 ksi TOWER DESIGN NOTES CD CD a 1. Tower is located in Suffolk County,New York CD CD 0 a CD CD C) 14- 2. Tower designed for Exposure C to the TIA-222-1 Standard. CDo Ul) M to o 3. Tower designed for a 125 mph basic wind in accordance with the TIA-222-1 Standard. 4 Tower is also designed for a 47 mph basic wind with 1 07 in ice Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. Ln 6. Tower Risk Category 11 7. Topographic Category 1 with Crest Height of 0.00 ft O 89 0 ft 8 TOWER RATING:43.8% A C C C 0 LO C D C co co 6920 ft U) rn U') CD co It co CD n co U') CD CD CD CD M 04 In Co T Lo ALL REACTIONS ARE FACTORED LO AXIAL 24 K 18.0 ft SHEAR MOMENT 2 K .3 148 kip-ft TORQUE 0 kip-ft LO 47 mph WIND-10700 in ICE 0 U) 0 C) r�' 0 00 V) AXIAL CD 17 K SHEAR MOMENT 6 K 452 kip-ft 0 0 ft co TORQUE 1 kip-ft REA C TIONS-125 mph WIND C .0 0) E Q) M 0 0 0i. co LF) GPD ob:BU#:857111 1EAST MARION 520 South Main Street Suite 2531 P 1 oject:2026777.857111.09 Akron, Ohio 44311 Drawn by:Cfovm Castle pgraf IApp'd: 1,"' �Date:o !Scale: NTS Phone:(330)572-2100 TIA-222-1 FAX:(330)572-2101 Path: Dwg NO E-1 Feed Line Distribution Chart 0' - 109, App Oul Face Truss Leg 109 00 Face A Facie B Face C 10900 10400 10400 9400 9400 89.00 _ _ _ _ _ - _ _ 89.00 64.00 8400 1 7400 74.00 69.00 69-00 _• m N zt O _ r • O O LPL Q LCD ? r 1 Q LO LL LO 1 y 1 � I 1 LL X d I f o� l f a N_ U 2900 2900 i 18.00 _ _ . p, 18.00 o ' v LL I � 0.00 0-00 GPD BU#:857111/EAST MARION t 520 South Main Street Suite 2531 P'*0'2026777.857111.09 Akron, Ohio 44311 1`0'1.Crown Castle Drawn by: raf App'a: Phone:(330)572-2100 . TIA-222-1 Date.of jam6 Scale NT 1 A f3 5f 2._.2+0 1 F. i.. .Rl 4 Irr 1l lil!•d46 Y }Ma R Aw!� - E-7 b tnxTower Jo BU#: 857111 / EAST MARION Page1 of 10 GPD Project Date 520 South Maier Street Suite 2531 2026777.857111.09 16:11:23 01/08/26 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.-(330)572-2101 pgraf Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-I standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea Ievel:36.00 ft. Basic wind speed of 125 mph is used. Risk Category 11. Exposure Category C. Crest Height:0.00 ft. Nominal ice thickness of 1.0700 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. Wind speed of 47 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. Fatigue analysis loads are not applied. Non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Ke5(Fw)=0.95,K,,(ti)=0.85. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Horizontals Assume Rigid Index Plate Ignore Redundant Members in FEA Consider Moments-Diagonals Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Moment Magnification Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Stress Ratios Retension Guys To Initial Tension Offset Girt At Foundation Use Code Safety Factors-Guys -\I Bypass Mast Stability Checks -\1 Consider Feed Line Torque Escalate Ice Use Azimuth Dish Coefficients Include Angle Block Shear Check Always Use Max Kz Project Wind Area of Appurtenances Use TIA-222-H Bracing Resist.Exemption Kz In Exposure D Hurricane Region Alternative Appurt.EPA Calculation Use TIA-222-H Tension Splice Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Pole Without Linear Attachments SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole With Shroud Or No Appurtenances Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Corner Radii Are Known Use Special Wind Profile Use Fatigue Analysis Exemption for Gh tnxTower Job BU#: 857111 / EAST MARION Page of 10 GP.D Project Date 28 081:23:1 01 520 South Main Street Suite 2531 2026777.857111.09 1 6 / 1 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 gown Castle FAX.-(330)572-2101 ��raf Tapered Pole section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft t ft Sides in in in in L 1 109.00-89.00 20.00 0.00 Round 4.5000 4.5000 0.5000 A513-D.O.M.-7 5 (75 ksi) 1-2 89.00-69.00 20.00 0.00 Round 8.0000 8.0000 1.0000 A519 HFS (42 ksi) L3 69.00-18.00 51.00 4.75 18 30.0000 37.1400 0,2188 0.8750 A572-65 (65 ksi) L4 18.00-0.00 22.75 18 36.0375 39.2200 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area r• C I/C i XQ w w/t in in' in-' in in in3 in' ii7' in L1 4.5000 6.2832 12,7627 I.4252 2.2500 5.6723 25.5254 3.1397 0.0000 0 4.5000 6.2832 12.7627 1.4252 2.2500 5.6723 25.5254 3.1397 0.0000 0 L2 8.0000 21,9911 137.4447 2.5000 4.0000 34.3612 274.8894 10.9890 0.0000 0 8.0000 21.9911 137.4447 2.5000 4,0000 34.3612 274.8894 10,9890 0.0000 0 L3 30.4291 20.6775 2316.9742 10.5723 I5.2400 152.0324 4636.9972 10.3407 4.8950 22.377 37.6792 25.6349 4414.9076 13.1070 18.8671 234.0001 8835.6245 12.8199 6.1516 28.122 L4 3 7,2296 28.3974 4594.9254 12.7046 18.3071 250.9921 9195.8969 14.2014 5.9026 23.61 39.7865 30.9227 5933.0171 13.8343 19.9238 297.7860 11873.8410 15.4643 6.4627 25.851 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mull. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft-' in in in in Ll 1 0 109,00-89.00 L2 89.00-69.00 I 0 1 L3 69.00-18.00 I 1 I L4 18.00-0.00 i 1 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total Weight or' Shield From Type Number Leg Torque ft fr'/fi plf Calculation AVA7-50(1-5/8) B No No Inside Pole 109.00-0.00 1 No Ice 0.00 0.70 1/2"Ice 0,00 0.70 1"Ice 0,00 0.70 2"Ice U0 MO LDF4-50A(I/2) A No No Inside Pole 109.00-0.00 1 No Ice 0,00 OA 5 1/2"Ice 0.00 0.15 1"Ice 0,00 0.15 2"Ice 0,00 0,15 860 10014(3/8) C No No Inside Pole 104.00-0.00 6 No Ice 0.00 0.00 1/2"Ice 0.00 0,00 1"Ice 0.00 0.00 2"Ice 0,00 0.00 LDF6-50A(I-1/4) C No No Inside Pole 104.00-0.00 12 No Ice 0.00 0,60 1/2"Ice 0.00 0.60 Job - Page t Tower BU#: 857111 /EAST MARION 3 of 10 GPD Project Date in Street Suile 2531 2026777.857111.09 16:11:23 01/08/26 Ohio 44311 Client Designed by 330)572-2100 Crown CaStle 30)572-2101 pg raf Description Face Allow Exclude Component Placement Total CAAA Weight or Shield Fi-om Type Number Leg To1-que ft ft-'/ft plf Calculation I"Ice 0.00 0.60 2"Ice 0.00 0.60 AVA5-50(7/8) B No No Inside Pole 94.00-0.00 12 No Ice 0.00 0.30 1/2"Ice 0.00 0.30 1"Ice 0.00 0.30 2"Ice 0.00 0.30 LDF5-50A(7/8) C No No Inside Pole 84.00-0.00 18 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 2"Ice 0.00 0.33 CU 12PSM9P8XXX( B No No Inside Pole 74.00-0.00 12 No Ice 0.00 1.66 1-3/8) 1/2"Ice 0.00 I.66 1"Ice 0.00 1.66 2"Ice 0.00 1.66 LDF4-50A(1/2) B No No Inside Pole 29.00-0.00 2 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 2"Ice 0.00 0.15 User Defined Loads Description Elevation Offset A_imuth Weight F,. F- Wind Force CAAr Fi•om Angle Centroid ft t K K K K ft_} Concealment Canister 109.00 0.00 0.000 No Ice 0.15 0.00 0.00 0.34 6.69 (36"x 10')-top Ice 0.38 0,00 0.00 0.13 17.56 Service 0.15 0,00 0.00 0.07 6.69 Concealment Canister 99.00 0.00 0.000 No Ice 0.15 0.00 0.00 0,34 6.82 (36"x 10')-bottom Ice 0.3 8 0.00 0.00 0.13 17.91 Service 0.15 0.00 0.00 0.07 6.82 Concealment Canister 99.00 0.00 0.000 No Ice 0.18 U0 0.00 0.31 6.31 (3411x 10')-top Ice 0.40 0.00 0.00 0.12 16.61 Service 0.18 0.00 0.00 0.07 6.31 Concealment Canister 89.00 0.00 0.000 No Ice 0.18 0.00 0.00 0.31 6.45 (34"x 10')-bottom Ice 0.40 0.00 0.00 0.12 16.98 Service 0.18 0.00 0.00 0.07 6.45 Concealment Canister 89.00 0.00 0.000 No Ice 0.14 0.00 0.00 0.31 6.30 (34"x 10')-top Ice 0.35 0.00 0.00 0.11 16.58 Service 0.14 0.00 0.00 0.07 6.30 Concealment Canister 79.00 0.00 0.000 No Ice 0.14 0.00 0.00 0.31 6.46 (34"x 10')-bottom Ice 0.35 0A 0.00 0.11 16.98 Service 0.14 0.00 0.00 0.07 6.46 Concealment Canister 79.00 0.00 0.000 No Ice 0.28 0.00 0.00 0.30 6.29 (34"x 10')-top Ice 0.49 0.00 0.00 0.11 16.54 Service 0.28 0M 0.00 0.06 6.29 Concealment Canister 69.00 0.00 0.000 No Ice 0.28 0.00 0.00 0.30 6.47 (34"x 10')-bottom Ice 0.49 0,00 0.00 0.11 17.00 Service 0.28 0.00 0.00 0.06 6.47 b tnxTower Jo BU#: 857111 /EAST MARION Page4 of 10 G'PD Project Date 520 South Main Street Suite 2531 2026777.857111.09 16:11:23 01/08/26 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle F,4X.-(330)5 72-2101 pg ref Discrete Tower Loads Descriptio17 Face Offset Offsets. s &innah Placement C,,AA C,AA Weight or Type Hoi Z AdjustmeW FroW Side Leg Lateral inert ft C .f ft2 .ft' K ft Side Lighting A From Leg 0.00 0.000 109.00 No Ice 0.13 0.I3 0.01 0.00 1/2"Ice 0.19 0.19 0.01 1.00 1"Ice 0.26 0.26 0.01 2"Ice 0.38 0.38 0.01 RM FIBER BOX C From Leg 0.50 0.000 109.00 No Ice 1.20 0.60 0.01 0.00 1/2"Ice 1.34 0.70 0.02 0.00 1"Ice 1.48 0.81 0.03 2"Ice 1.79 1.06 0.06 PG 1 NOF-0091-009 w/Mount A From Leg 0.50 0.000 109.00 No Ice 3.44 3.44 0.04 Pipe 0.00 1/2"Ice 5.15 5.15 0.07 4.00 1"Ice 6.86 6.86 0.11 2"Ice 8.93 8.93 0.22 KVVSS-65A-R3_20240404 A From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.04 0.00 I/2"Ice 0.00 0.00 0.07 3.00 1"Ice 0.00 0.00 0.11 2"Ice 0.00 0.00 0.20 KVVSS-65A-R3_20240404 A From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.04 0.00 1/2"Ice 0.00 0.00 0.07 -2.00 1"Ice 0.00 0.00 0.11 2"Ice 0.00 0.00 0.20 KVVSS-65A-R3_20240404 B From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.04 0.00 1/2"Ice 0.00 0.00 0.07 -2.00 1"Ice 0.00 0.00 0.11 2"Ice 0.00 0.00 0-20 KVVSS-65A-R3_20240404 B From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.04 0.00 1/2"Ice 0.00 0.00 0.07 3.00 1"Ice 0.00 0.00 0.11 2"Ice 0.00 0.00 0.20 KVVSS-65A-R3_20240404 C From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.04 0.00 1/2"Ice 0.00 0.00 0.07 3.00 1"Ice 0.00 0.00 0.11 2"Ice 0.00 0.00 0.20 KVVSS-65A-R3_20240404 C From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.04 0.00 1/2"Ice 0.00 0.00 0.07 -2.00 1"Ice 0.00 0.00 0.11 2"Ice 0.00 0.00 0.20 (2)STX61742T-43 A From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 -2.00 1"Ice 0.00 0.00 0.01 2"Ice 0.00 0.00 0.03 (2)STX61742T-43 B From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 -2.00 1"Ice 0.00 0.00 0.01 2"Ice 0.00 0.00 0,03 (2)STX61742T-43 C From Leg 0.50 0.000 104.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 -2.00 1 It Ice 0.00 0.00 0.01 2"Ice 0.00 0.00 0.03 CWWX063X25G00 A From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.04 0.00 1/2"Ice 0.00 0.00 0.11 0.00 1"Ice 0.00 0.00 0.18 2"Ice 0.00 0.00 0.3 6 CWWX063X25G00 B From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.04 0.00 1/2"Ice 0.00 0.00 0.11 F-520 tnxTower BU : 857111 / EAST MARION 5 of 10 GPD Project Date Job Page South Main Street Suite 2531 2026777.857111.09 16:11:23 01/08/26 Ak!-on,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.-(330)572-2101 pg raf Description Face Offset Offsets: A_imuth Placement C,AAA CAAA weight or Type Hors Adjustment Fi-ont Side Leg Lateral Vert ft 0 ft f� ft2 K ft ft 0.00 1"Ice 0.00 0.00 0.18 2"Ice 0.00 0.00 0.36 CWWX063X25G00 C From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.04 0.00 1/2"Ice 0.00 0.00 0.11 0.00 1"Ice 0.00 0.00 0.18 2"Ice 0.00 0.00 0.36 FDA3P5002-1C A From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 -4.00 1"Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.03 FDA3P5002-1 C A From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.01 0.00 l/2"Ice 0.00 0.00 0.01 -2.00 1"Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.03 FDA3P5002-1C B From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 -4.00 1"Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.03 FDA3P5002-1 C B From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 -2.00 l"Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.03 FDA3P5002-1 C C From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 -2.00 1"Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.03 FDA3P5002-1 C C From Leg 0.50 0.000 94.00 No Ice 0.00 0.00 0.0I 0.00 1/2"Ice 0.00 0.00 0.01 -4.00 1"Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.03 FVV-65A-R3 A From Leg 0.50 0.000 84.00 No Ice 0.00 0.00 0.05 0.00 1/2"Ice 0.00 0.00 0.09 1.00 1"Ice 0.00 0.00 0.13 2"Ice 0.00 0.00 0.24 FVV-65A-R3 B From Leg 0.50 0.000 84.00 No Ice 0.00 0.00 0.05 0.00 1/2"Ice 0.00 0.00 0.09 1.00 1"Ice 0.00 0.00 0.13 2"Ice 0.00 0.00 0.24 FVV-65A-R3 C From Leg 0.50 0.000 84.00 No Ice 0.00 0.00 0.05 0.00 1/2"Ice 0.00 0.00 0.09 1.00 1"Ice 0.00 0.00 0.13 2"Ice 0.00 0.00 0.24 (2)TMAT 19G2 I BL26-21 A From Leg 0.50 0.000 84.00 No Ice 0.00 0.00 0.02 0.00 1/2"Ice 0.00 0.00 0.03 -3.00 1"Ice 0.00 0.00 0.03 2"Ice 0.00 0.00 0.06 (2)TMATI 9G2I BL26-21 B From Leg 0.50 0.000 84.00 No Ice 0.00 0.00 0.02 0.00 1/2"Ice 0.00 0.00 0.03 -3.00 l"Ice 0.00 0.00 0.03 2"Ice 0.00 0.00 0.06 (2)TMATI 9G2 I BL26-21 C From Leg 0.50 0.000 84.00 No Ice 0.00 0.00 0.02 0.00 1/2"Ice 0.00 0.00 0.03 -3.00 I"Ice 0.00 0.00 0.03 2"Ice 0.00 0.00 0.06 FVV-65B-R3 A From Leg 0.50 0.000 74.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.11 1.00 1"Ice 0.00 0.00 0.16 Job Page 'nXTower BU#: 857111 /EAST MARION 6 of 10 GPD Project Date 520in Street Suite 2531 2026777.857111.09 16:11:23 01/08/26 Ohio 44311 Client Designed by 330)571-2100 Crown Castle 30)572-2101 pg raf Description Face Offset Offsets: Azimuth Placement CA,, C,AA Weight or Type Horz Adjustment Front Side Leg Lateral Veit ft 0 ft ft2 ft2 K ft ft 2"Ice 0.00 0.00 0.29 FVV-65B-R3 B From Leg 0.50 0.000 74.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.11 1.00 1"Ice 0.00 0.00 0.16 2"Ice 0.00 0.00 0.29 FVV-65B-R3 C From Leg 0.50 0.000 74.00 No Ice 0.00 0.00 0.06 0.00 1/2"Ice 0.00 0.00 0.11 1.00 1"Ice 0.00 0.00 0.16 2"Ice 0.00 0.00 0.29 CDX623T-DS A From Leg 0.50 0.000 74.00 No Ice 0.00 0.00 0.01 0.00 I/2"Ice 0.00 0.00 0.01 1.00 1"Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.04 CDX623T-DS B From Leg 0.50 0.000 74.00 No Ice 0.00 0.00 0.01 0.00 1/2"Ice 0.00 0.00 0.01 1.00 1"Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.04 (2)CDX623T-DS C From Leg 0.50 0.000 74.00 No Ice 0.00 0.00 0.01 0.00 I/2"Ice 0.00 0.00 0.01 1.00 V Ice 0.00 0.00 0.02 2"Ice 0.00 0.00 0.04 RDIDC-9I81-PF-48_CCIV3 A From Leg 0.50 0.000 74.00 No Ice 0.00 0.00 0.02 0.00 1/2 10 Ice 0.00 0.00 0.04 1.00 1"Ice 0.00 0.00 0.06 2"Ice 0.00 0.00 0.11 FRX450 w/Mount Pipe A From Leg 4.00 0.000 29.00 No Ice 1.68 1.68 0.02 0.00 1/2"Ice 2.17 2.17 0.04 5.00 1"Ice 2.68 2.68 0.06 2"Ice 3.76 3.76 0.11 ASPA680 w/Mount Pipe A From Leg 4.00 0.000 29.00 No Ice 3.23 3.23 0.05 0.00 1/2"Ice 5.70 5.70 0.09 -6.00 1"Ice 8.21 8.21 0.14 2"Ice 13.23 13.23 0.27 Side Arm Mount[SO 701-1] A From Leg 2.00 0.000 29.00 No Ice 0.85 1.67 0.07 0.00 1/2 11 Ice 1.14 2.34 0.08 0.00 1"Ice 1.43 3.01 0.09 2"Ice 2.01 4.35 0.12 FG8060 w/Mount Pipe C From Leg 4.00 0.000 29.00 No Ice 0.48 0.48 0.01 0.00 1/2"Ice 0.69 0.69 0.02 3.00 1"Ice 0.92 0.92 0.02 2"Ice 1.43 1.43 0.05 ANT450D6-9 C From Leg 4.00 0.000 29.00 No Ice 2.86 2.86 0.18 0.00 1/2"Ice 4.37 4.37 0.20 -4.00 1"Ice 5.88 5.88 0.22 2"Ice 8.89 8.99 0.27 Side Arm Mount[SO 701-1] C From Leg 2.00 0.000 29.00 No Ice 0.85 1.67 0.07 0.00 1/2 11 Ice 1.14 2.34 0.08 0.00 1"Ice 1.43 3.01 0.09 2"Ice 2.01 4.35 0.12 6'x 2"Mount Pipe C From Leg 4.00 0.000 29.00 No Ice 1.43 1.43 0.02 0.00 1/2"Ice 1.92 1.92 0.03 0.00 V Ice 2.29 2.29 0.05 2"Ice 3.06 3.06 0.09 Concealment Canister C None 0.000 104.00 No Ice 0.00 0.00 0.00 (3611x 10') 1/2"Ice 0.00 0.00 0.00 1"Ice 0.00 0.00 0.00 2"Ice 0.00 0.00 0.00 b tnxTower J© BU#: 857111 / EAST MARION Page7 of 10 GPD Project Date 520 South Main Street Suite 2531 2026777.857111.09 16:11:23 01/08/26 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.-(330)572-2101 pg raf Description Face Offset Offsets: A-imulh Placement CAAA CAAA Weight or Type Hor_ Adjustment Front Side Leg Lateral riert ff 0 ff ft2 ft2 K ft ft Concealment Canister C None 0.000 94.00 No Ice 0.00 0.00 0.00 (3411x 10') 1/2"Ice 0.00 0.00 0.00 1"Ice 0.00 0.00 0.00 2"Ice 0.00 0.00 0.00 Concealment Canister C None 0.000 84.00 No Ice 0,00 0.00 0.00 (3411x 10') 1/2"Ice 0.00 0.00 0.00 1"Ice 0.00 0.00 0.00 2"Ice 0.00 0.00 0.00 Concealment Canister C None 0.000 74.00 No Ice U0 0.00 0.00 (3411x 10') 1/2"Ice U0 0.00 0.00 I"Ice 0.00 0.00 0.00 2"Ice 0.00 0.00 0.00 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+l.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+L0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+L0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+L0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+l.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+l.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 lce+1.0 Temp b tnxTower Jo BU #: 857111 1 EAST MARION Page8 of 10 GPD Project Date 520 South Main Street Suite 2531 2026777.857111.09 16:11:23 01/08/26 Akron, Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle pgraf FAX.-(3 3 0)5 72-21 0 1 Comb,. T Description No. 38 1.2 Dead+L0 Wind 330 deg+1.0 1ce+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load A in Comb. ° ° L 1 109-89 8.64 47 1.447 0.016 L2 89-69 171 47 0.597 0.002 L3 69-18 1.84 47 0.225 0.001 L4 22.75-0 0.24 48 0.089 0.000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Can-vature ft Comb- in ft 109.00 Side Lighting 47 8.64 1.447 0.016 4203 104.00 KVVSS-65A-R3 20240404 47 7.23 1.208 0.011 4203 99.00 Concealment Canister 47 5.89 0.979 0.007 2101 (361'x 10')-bottom 94.00 CWWX063X25G00 47 4.69 0.772 0.004 1401 89.00 Concealment Canister 47 3.71 0.597 0.002 1143 (3411x 10')-bottom 84.00 FVV-65A-R3 47 2.98 0.460 0.001 1375 79.00 Concealment Canister 47 2.48 0.357 0.000 1990 (34"x 10')-bottom 74.00 FVV-65B-R3 47 2.12 0.281 0.000 3603 69.00 Concealment Canister 47 1.84 0.225 0.001 11051 (34"x 10')-bottom 29.00 FRX450 w/Mount Pipe 48 0.36 0.099 0.001 14633 Maximum Tower Deflections - Design Wind + Section Elevation Horz. Gov, Tilt Ticisl No, Deflection Load __fit in Comb. L 1 109-89 40.03 18 6.720 0.073 L2 89-69 17.12 18 2.77I 0.008 L3 69-18 8.49 18 1.038 0.003 L4 22.75-0 1.08 18 0.406 0.002 b tnxTower Jo BU #: 857111 / EAST MARION Page9 of 10 GPD Project Date 520 South Main Street Suite 2531 2026777,857111.09 16:11:23 01/08/26 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle pgraf FAX. (330)572-2101 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov_ Deflection Tilt Twist Radians of Load Curvature ft _ Comb. in ft 109.00 Side Lighting 18 40.03 6.720 0.073 924 104.00 KVVSS-65A-R3_20240404 18 33.48 5.612 0.053 924 99.00 Concealment Canister 18 27.26 4.552 0.035 461 (3 611x 10')-bottom 94.00 CWWX063X25G00 18 21.69 3.589 0.019 306 89.00 Concealment Canister 18 17.12 2.771 0.008 249 (34"x l 0')-bottom 84.00 FVV-65A-R3 18 13.76 2.132 0.003 298 79.00 Concealment Canister 18 11.41 1.651 0.002 431 (34"x 10')-bottom 74.00 FVV-65B-R3 18 9.76 1.297 0.002 777 69.00 Concealment Canister 18 8.49 1.038 0.003 2368 (3411x 10')-bottom 29.00 FRX450 w/Mount Pipe 18 1.64 0.452 0.003 3183 Compression Checks Pole Design Data Section Elevation Size L L11 K11r P. op, Ratio No. PC ft ft ft in' K K OP41 L1 109-89(l) TP4.5x4.50.5 20.00 0.00 0.0 6.2832 -1.74 424.12 0.004 L2 89-69(2) TP8x8xl 20.00 0.00 0.0 21.9911 -5.55 831.26 0.007 L3 69-18(3) TP37.14000.2188 51.00 0.00 0.0 25.1732 -12.79 1472.63 0.009 L4 18-0(4) TP39.2206.03750.25 22.75 0.00 0.0 30.9227 -17.12 1808.98 0.009 Pole Bending Design Data Section Elevation Si e mar 0X Ratio OMr, Ratio V o. XX Mrn• ft kip ft kip-ft �M,�, kip ft kip f 0M. L1 109-89(l) TP4.5x4.5x0,5 20.59 45.23 0.455 0.00 45.23 0,000 L2 89-69(2) TP8x8x 1 66.25 155.40 0.426 0.00 155.40 0.000 L3 69-18(3) TP37.14000.2188 281.11 1149.30 0.245 0,00 1149.30 0.000 L4 18-0(4) TP39.22x36.0375x0.25 451.51 1562.49 0.289 0.00 1562.49 0.000 Pole Shear Design Data Section Elevation Size Actual 0Vn Ratio Actual 0T„ Ratio No. K, V, Tit T1, .ft K K V,� kip-ft kip-ft Tip L1 109-89(1) TP4.5x4.50.5 �- 1.33 127.23 0.010 0.11 44.74 0.002 L2 89-69(2) TP8x8xl 2.56 249.38 0.010 0.11 153.47 0.001 L3 69-18(3) TP37.14000.2188 6.73 441.79 0.015 L 18 1402.74 0.001 L4 18-0(4) TP39.2206.03750.25 8.22 542.69 0.015 1.18 1852.10 0.001 b tnxTower Jo BU #: 857111 l EAST MARION Page 10of 10 GPD Project Date 520 South Main Street Suite 2531 2026777.857111.09 16:11:23 01/08/26 Akron,Ohio 44311 Client Designed by Phone:(330)572-2100 Crown Castle FAX.-(330)572-2101 pg raf Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M,,,, Vr, T„ Stress Stress ft Of �M I� �T Ratio Ratio n ra m n is L 1 109-89(1) 0.004 0.455 0.000 0.010 0.002 0.460 1.050 L2 89-69(2) 0.007 0.426 0.000 0.010 0.001 0.433 1.050 L3 69-18(3) 0.009 0.245 0.000 0.015 0.001 0.254 1.050 L4 18-0(4) 0.009 0.289 0.000 0.015 0.001 0.299 1.050 Section Capacity Table Section Elevation Component Size Critical P opallo„ % Pass No. ft Type Element K K Capacity Fail L1 109-89 Pole TP4.5x4.5x0.5 1 -1.74 445.32 43.8 Pass L2 89-69 Pole TP8x8xl 2 -5.55 872.83 41.3 Pass L3 69-18 Pole TP37.1400x0.2188 3 -12.79 1546.26 24.1 Pass L4 18-0 Pole TP39.22x36.0375x0.25 4 -17.12 1899.43 28.4 Pass Summary ELC: LC7 Pole(LI) 43.8 Pass Rating= 43.8 Pass 109 ft—Concealment Tower Structural Analysis January 9, 2026 Project Number 2026777,857111.09, Order 722484, Revision 0 CCI BU No 857111 Page 7 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.3.1.2 CROWN REGION ADDRESS USA (OTHER CONSIDERED EQUIPMENT) (1)1/2'TO 109 FT LEVELL (OTHER WNSIDERED EQUIPMENT) • (12) 1=3/e M 74 FT LEVEL r Ile I , , OTHER CONSIDERED EQUIPMENT) !1 1I ! ! ! 12)7/8-TO 94 FT LEVEL MM 0XMDEltM EQUIPMENT) 1 ' ! (2)1/2'70 29 FT LEVEL (1)1-8/6-TO 100 FT LEVELLEVIEL f 12) 1=1/4'to 104 Ff LEVEL (MPOSrD EQUIPMENT CONFIGURATION) ®® 18)7/8'TO 84 FT LEVEL DRAWN BY: AK CHECKED BY: DRAWING DATE:04114R014 SITE NUMBER: SITE NAME: SITE NAME EAST MARION BUSINESS UNIT NUMBER 857111 SITE ADDRESS 9245 MAIN ROAD EAST MARION,NY 11939 SUFFOLK COUNTY USA SIIEET MILE BASE LEVEL DRAWING SHEET I+tI.1 M&ER "i" Al-o PLOT DATE 918 2016 FILE NAME 857111 F3ASE.EV"DWG 109 ft— Concealment Tower Structural Analysis January 9, 2026 Project Number 2026777.857111.09, Order 722484, Revision 0 CCI BU No 857111 Page 8 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.3.1.2 CCI Concealment Too! CROWN CASTLE T7Bua;8'57111 5iteName-JEW MARION rder 0 7.22404 ReV D Fffy,Path O1T■WXrV-CrV"5T11171AS''*XK7771.171%1 C#Cramirs ,4 s*-.rCa.*4c 111ffllarl I►tsTttit<es•r Fit Eattic.+rl tnxTmt-1 fill Cv4 Use Target Rel,ab,:,ijes TmckIW m irwntr: ho Ito +,6 NoExternalAppurte lances(Kd=1 D) win*ctd Exclude Faligue(Gh=11)■ ice%md uro. a7 "r,, El Always Use Tornado Load 5V%10 MC4 Wed. frb rat.' lo■guo*Wind Sw1. 0 ffit-, Tornado Load Excluded,Risk Category II LiDeNot Cott C T •"&C f#itUrC VIA ❑Tops D;l%v hid Risk CK it iC+t4und{lk�tritt'on r�.M. $� h Poie MI LAboae Lap Splice Length Bottom olameter lle�le Section Length(ftJ (ft) Number of Sides Tap Diameter(inJ (in) Wall Thickness(in) Bend Radius(in) Pole Material 1 109 20 0 0 AS 4.5 0.5 A1j A513-D.0 M-75 2 0 10 0 0 8 it I nos AiiDlafS 69 Sl AJS is 1 30 37-14 0-74)5 4m5 A572-65 A ?2.75 27173 4 is 360375 39-27 fa. 1 AS73 S ❑Default Plate Type to D 75 Solidity Ratio CanisterS Linter from lilghem elevation to I owest.elevation Clim1fication Canister^rwwbly Canister Assembly Ventilated Number of Sldes flange Plate Flange Plate IDl Top Elevation(ft} Manufacturer` �}+�T 1 Solidity Rrtda Plate Weight(Kip) Vent Length(ft) Catnory Lereth MI Diameter(in) Canister Canister Section Thickness(In) Diameter(in) I 10 t;ouwq ID 3qi No AtiuR1R1 3 [L 015 0 1% llti#! 2 99 DhIliad 10 '� d 3 1' 24S 05 0190 Q 0 3 W to 34 No 3315 025 0 D94 0,0 4 79 E 1D .34 No R&Urbd 4 711 055 0 387 0.0 t Double-click respective ID to auto•popuiate top elevalion Elevation will 4f4VaA?c+M ppromike.4rrr■enr L#tirr-a tolmm tt�iL*Z Select manufacturer if available for vented canister Leave blank to autocalculate Cf values Accounts for the flange at the top and bottom of the canister.Enter larger dimensions Deflection Deflettln ChWA NM V*-+d Irrtp4rt fi+clitw i111% ply*Tpv er lie:ht 141 40 -! #Ottfim Allowable(3%) Attual Dl1Le[I1000 �uffic■ent] Horizontal Spine pnj Imufflitilerm Deflection(in) 14.M 6.794 Slttffirmf�t '�IP,■t+.r rng■si�r�'r+ e4w�+.+rd�s ttJrtlfr# Ile-o Iftl Shear(kip) WetRht(kip) Sticaa.,1601 Woithi, Lktp) Shear,,RWu(kip) Weightg,,,Cf(kip) Irnl7Crahne++t ixttir OValal-LLD 109 D 338172 D.146.974 0,125 s 0.377S69 0073404 0.146874 7 anceitm-enl C nislef j 16"mliYl-botiom 99 0.338272 0146874 9,1256n 0.37755+5 0073404 0.146874 ConcealiMigM Cwnlstre(3A'at0')-t*p 94 0.3129515 D tM 4 0.116506 0.3199917 0.067910 0.183944 �otrlcoafraent Cjr iOer 134*0171-btnU m 89 0312956 0183944 0 116546 0-199917 0067910 0.183944 COK00MCRICA1+1etee IWZI'-I K9 D.3415854 D-1359r5 0.113770 0-U936a4 0066369 0.135875 o CC�Its1enLCani51er(,U'.klT)-t6l.Itnm 79 0.305854 0135875 0,1Y3Ml ().-U FA 0066369 0.135875 �+ K-eAlrMEnI mister 01 r 04'1 -9 79� 0:' 3 0.213z452 0.1-10764 0.03176 0.064675 0,282452 toncealrnent iC.irtisl�e+r i(Wa7lYi-botl�gm 69 1 0.298043 0 2B2452 0 1107� 0.d03176 f-06d675 0,29NS2 Page 1 of 1 CCIConcealment Tool(3.1.0) Monopole Flange Plate Connection Elevation=89ft. CROWN �,,,CASTLE BU# 857111 Applied Loads Site Name EAST MARION Moment(kip-ft) 20.59 Order# 722484 Rev.0 Axial Force(kips) 1.74 Shear Force(kips) 1.33 TIA-222 Revision a *TIA-222-I Section 15.5 Applied Top Plate-External Bottom Plate-External F' df Af 11 P'N . Connection ■■ Bolt Data (6)3/4"0 bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 22"BC Top Plate Data Bottom Plate Data 24.5"OD x 1.375"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 25.375"OD x 1.375"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A NIA Top Pole Data Bottom Pole Data 4.5"x 0.5"round pole(A513-D.O.M.-75;Fy=75 ksi,Fu=100 ksi) 8"x 1"round pole(A519 HFS;Fy=42 ksi,Fu=60 ksi) Analysis Results Bolt Capacity Max Load(kips) 7.20 Allowable(kips) 30.06 Stress Rating: 23.4% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CClplate-Version 5 13 Analysis Date:1/8/2026 Monopole Flange Plate Connection Elevation=69 ft. CROWN- -- CASTLE BU# 857111 Applied Loads Site Name EAST MARION Moment(kip-ft) 66.25 Order# 722484 Rev.0 Axial Force(kips) 5.55 Shear Force(kips) 2.56 TIA-222 Revision I *T!A-222-1 Section 15.5 Applied Top Plate-External Bottom Plate-Internal z Connection ... Bolt Data (6)1"0 bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 22.5"BC Top Plate Data Bottom Plate Data 26.25"OD x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 8.125"ID x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 8"x 1"round pole(A519 HFS;Fy=42 ksi,Fu=60 ksi) 30"x 0.21875"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Analysis Results Bolt Capacity Max Load(kips) 22.61 Allowable(kips) 54.54 Stress Rating: 40.5% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): Max Stress(ksi): Allowable Stress(ksi): - Allowable Stress(ksi): Stress Rating: N/A Stress Rating: N/A Tension Side Stress Rating: N/A Tension Side Stress Rating: N/A CClplate-Version 5.1-3 Analysis Date:1/8/2026 Monopole Base Plate Connection µyb: CROWN CASTLE Site Info B U# 857111 Site Name EAST MARION Order# 722484 Rev.0 @no co% � Analysis Considerations.. TIA-222 Revision Grout Considered: No lar(in) 3.125 LoadsApplied Moment(kip-ft) 451.51 Axial Force(kips) 17.12 Shear Force(kips) 8.22 *T1A-222-1 Section 15.5 Applied Oro i cn- Connection Properties Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (4)2-1/4"o bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 49"BC Pu_c=114.76 (�Pn_c=268.39 Stress Rating Vu=2.06 (�Vn=120.77 43.9% Base Plate Data Mu=4,17 (�Mn=128.14 Pass 44"W x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi); Clip:4 in Base Plate Summary Stiffener Data Max Stress(ksi): 24.39 (Flexural) N/A Allowable Stress(ksi): 45 Stress Rating: 51.6% Pass Pole Data 39.22' x 0.25"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 5 1.3 Analysis Date:1/8/2026 Drilled Pier Foundation CROWN aU#: 857111 CC CASTLE Site Name: EAST MARION Order Number: 722484 Rev.0 TIA-222 Revison: 1 Check Limitation Tower Type: Monopole Apply TIA-222-1 Section 15 5: U Apply T IA-222-1 Sec t io rl t 5.7: Ll Analysis Results Design Optionfli Applied •.• Soil lateral Check f7r pf-eSSfytr Uplift Input Effective Depths(else Actual): Com Uplift D,0(ft from TOC) 6.45 - Consider non-tapered moment capacity: Moment(kip-ft) 452 Steil Safety Factor 11 17 - Check Shear along Depth of Pier Ltd Axial Force(kips 17 max moment(kip-ft) 498.,% Utilize Shear-Friction Methodology: Shear Force(kips) 8 Rating* 1 f.,3° Override Critical Depth: Sall Vertical Check Ca m re=on uplift Go to Soil Calculations Material Properties Wn Friction{kl ps) 177.09 Concrete Strength,fc: 3 ksi End Bearing tld s) 16 -4 Rebar Strength.F . 60 ksi Weight of Concrete(k)ps) 97.97 Tie Yield Strength,1= : 40 ksi Total Capacity(kips) 187355 - Axial(kips) 11497 Pier ■ _ _ 14,�i�7!�.r�li II�•.�I ityy Rating* 5.8fib Depth '18.5 ft Reinforced Concrete Flexure Cara ression ti liff* Ext Above Grade 0.75 ft - 1"r""r`U-d�y'r''"""'r� Critical Depth(ft from ToC) 6.29 - Pier Section 1 f�w�llE i,t'Jt�M,lirlM�t Critical Mof ent(kip.ft) 498.48 . From 0 75'above qrade to 18 Y below grade Critical Moment Capacity 3322.75 Pier Diameter 6 ft Rating' 14.3' - Rebar Quantity 16 Reinforced Concrete Shear Compressiop Upfiff Rebar Size 11 Crikical Depth{ft from TOP 13-46 Clear Cover to Ties 4 in Critical Shear(kip) 69-36 Tie Size 5 Critical Shear Capacity 44718 Tie Spacing 18 in Rating" 14.8% Structural Foundation Rating' 14.8% Soil Interaction Rating' 11.3% 'Rating per TIA-222-1 Section 15 5 G i oundwater Depth NIA I N of Layers 8 Angle of Calculated Calculated Ultimate Skin Ultimate Skin Ult.Gross Top Bottom{ft) Thickness YSoil Ycomete Cohesion Friction Ultimate Skin Ultimate Skin Friction Comp Friction Uplift Bearing SPT Blow Layer Soil Type (ft) (ft) (pcf) (pcf) (ksf) (degrees) Override{ksf)Friction Comp Friction Uplift Override Capacity Count (ksf) (ksf) (ksf) (ksf) 1 0 05 0.5 100 150 0 0 0.000 0 000 000 0.00 Cohesionless 2 0 5 2 1.5 113 150 0 0 0 000 0 000 0.00 000, Cohesionless 3 2 4.167 2.167 114 150 0 0 0.000 0 000 0.00 0.00 Cohesioniess 4 4 167 5 0 833 114 150 45 0.000 0.000 0.26 026 Cohesionless 5 5 7 2 117 150 45 0 000 0.000 0.45 045 Cohesionless 6 7 10 3 _117 150 45 0.000 0 000 0.64 0 64 Cohesionless 7 10 15 51 117 150 45 0.001 000 0-961 Q Cohesionless 8 15 18.5 3,51 1151 150 45 0.001 000 1 341 1_: 80-1 Cohesionless Version 6 4.8 ASCE ASCE Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SE17-22 Latitude: 41.1283 No Address at This Location Risk Category: II Longitude: -72.341294 Soil Class: D - Stiff Sail Elevation: 35.84410376512152 ft (NAVD 88) { r - 1 East Marion Sle ? Urr,Il rr r ri 4 brd r�`y f-Ylli.s F'rr_ k •J r+lln� 1fT r� :_iJ i:h]U:1 i14IN f ' S�eItYLuF Louptbrl Wind Results: Wind Speed 125 Vmph 10-year M RI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 96 Vmph 100-year MRI 106 Vmph 300-year MRI 116 Vmph 700-year MRI 125 Vmph 1,700-year MRI 133 Vmph 3,000-year MRI 137 Vmph 10,000-year MRI 148 Vmph 100,000-year MRI 164 Vmph 1,000,000-year MRI 187 Vmph Data Source: ASCE/SEI 7-22, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Jan 08 2026 f7Ti .;- �asoehazardslo l.org/ Page 1 of 5 Thu Jan 08 2026 ASCE' ^N APRIL-AN'Qnrirn,n7 CIAL ENGINEERS Seismic Site Soil Class: D - Stiff Soil Results: PGA m : 0.11 TL 6 SMS : 0.24 Ss 0.2 Smi : 0.094 S, 0.045 SDS : 0.16 VS30 260 SD1 : 0.063 Seismic Design Category: A 0-1- Multi-Period MCERSpectrurn 0-25 Multi-Period Design Spectrum 0.30 O_2D 0.25 0-20 4 0-15 0-1.5 0-10 0.10 0-05 0.05 D 2 4 '10 Sa(9)vs T(s) Sa(9)vs T(S) 0-25 Two-Period MCERSpectrum 0-16 Two-Period Design Spectrum 0.14 O-2D 0.12 0-15 Z 0.10 0.08 010 0-06 0.04 0.05 0-02 0 2 3 2 Sa(g)vs T(s) Sa(g) vs T(S) MCER Vertical Response Spectrum Design Vertical Response Spectrum Vertical ground motion data has not yet been made Vertical ground motion data has not yet been made available by USGS. available by USGS. i�t,lps:�',-ascet-ia.7.ardtool.ora/ Page 3 of 5 Thu Jan 08 2026 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 1.07 in. Concurrent Temperature: 15 F 3-s Gust Speed 47 mph Data Source: Standard ASCEISEI 7-22, Figs. 10-2 through 10-8 Date Accessed: Thu Jan 08 2026 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain for 250, 500, 1,000, and 1,400-year mean recurrence intervals along with concurrent 3-s gust speeds and concurrent air temperatures.The shading indicates special icing regions, with elevations above 2,100 ft (640 m) in the east, 6,000 ft (1829 m) in the west, and 1,600 ft (488 m) in Alaska, with sparse weather station data for determining design ice loads. In these regions, as well as in regions with complex terrain causing unusual icing conditions and regions where snow or in-cloud icing results in larger loads, the mapped values should be adjusted based on a combination of local historical records and experience, reanalysis data, and numerical weather prediction systems. The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or has been extrapolated from maps incorporated in the ASCE standard.while ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation, relationship,or sponsorship of such third-party content by or from ASCE. 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Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agenis be liable to you or any other person for any direct,indirec=,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained Therein.To the fullest exient permitted by lair,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. ,l - Page 5 of 5 Thu Jan 08 2026 All f 11 RIPA ,40 t10 OFFICE LOCATION. MAILING ADDRESS rr ink � �➢f��ir)@i� i,.. Town Hall Annex P.O. Box 1179 54375 State Route 25 �? 1 DJ p , cor.Main Rd.&Yours Ave. �°�� Southold, Y 11971 � �r ��r� Telephone: 631-765-1938 Southold,N vww.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTH OLD LI MEMORANDUM To: Accounting From: Planning Department Date: June 18, 2026 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. A licant/Pro'ect Tax Map # Amount Check Date/No. Applicant/Project J Name & Type__ T-Mobile Upgrades at East Marion 5/29/2{6 -#3167221 31.-�3-11. 1 4C�C�C�.QC� Crown castle USA Inc. Fire District Wireless Facility CEW