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Home My WebLink About1000-18.-5-13.8 AMIE110CAN TCWIEW _.. A.T.ENGINEERING SERVICES,RLLC 1yRD 1 FENTON MAIN SUITE 300 _ CARY,NC 27511 _ PHONE:(919)468-0112 #0012746 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR AMERICANTOWERQ ALI U.THEY ARE PREPARED..-1 USE OR Lac h areas ,. ITS CLOSURE OTHER THAN THAT WHICH RELATES _ SITE LOCATION TO AMERICAN TOWER OR THE SPECIFIED CARRIER -- IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING-ONSITE CONSTRUCTIOATC SITE NAME:ORIENT POINT NTRACTOESS MUST REVIEW-ALLOF THIS ICENSIT. AND ADVISE AME)ICA T VERIFY ALL DIMENSIONS ATC SITE NUMBER:373337 �" AnDRRIE AMERICISCHER OCESR OR 1PRIOR CARRIER OF ANY D SCREPANC.ES.ANY PRIOR ", O ISSUANCE OFT HIS DRAWLING IS{: 6 Y �ERSEDED BY T-MOBILE SITE NAME:ORIENT FIRE DEPT. p J T-MOBILE SITE NUMBER:LI13883A o REV DESCRIPTION BY DATE SITE ADDRESS:23300 MAIN ROAD - a FOR CONSTRUCTION EDNAtz'2m2624 ORIENT,NY 11957 SITE CLASS:CANISTER POLE VICINITY MAP LOCATION - -.. '.^ ( ATC SITE NUMBER: _. —7-=T-5— 373337 ATC SITE NAME: T- ®BILE ANCHOR AMENDMENT FLAN r 2 ORIENT POINT 67G5C998G 6160 CONFIGURATION S 0`"U'-TOWN T-MOBILE SITE NAME aN'N NG 6oA U - - - ORIENT FIRE DEPT. COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX SITE ADDRESS'. ALL WORK SHALL BE PERFORMED AND MATERIALS SITE ADDRESS: THE PROPOSE PROJECT INCLUDES MODIFYING GROUND BASED SHEET DESCRIPTION: REV DATE BY: 23300 MAIN ROAD INSTALLED IN ACCORDANCE WIT THE CURRENT EDITIONS AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW NO ORIENT,NY 11957 23300 MAIN ROAD OF THE FOLLOWING CODES AS ADOPTED BY T'.IF LOCAL GIS, TITLE SHEET 0 12/20/2024 EDNA GOVERNMENT AUTHORITIES_NOTHING IN THESE PLANS IS _ SEAL: ORIENT,NY tt957 TOWER WORK: TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO COUNTY'.SUFFOLK REMOVE(3)ANTENNAED AND(6)TMAKR c INSTALL(3)ANTENNAS)AND C)TPAA(S) G 002 GENERAL NOTES 0 12/20/2024 EDNA S N xI THESE CODES- GEOGRAPHIC COORDINATES: -- - - - - - I:'Y s� EXISTING(18)7!8"COAX CABLE(S)TO REMAIN C 101 DETAILED SITE PLAN 0 12/20/2024 EDNA T 2WRISO LATITUDE:45.14263121 NATIONAL ELECTRICAL CODE(NFPA 70,NEC 2017 W/AMND) 41'8'33.472"N GROUNDWORK, REMOVE(91 RRU(S),(1)RBS 6102 CABINET,(1)DVNXO0 AND(1)CUP C 102 DETAILED EQUIPMENT PLAN 0 1220/2024 EDNA co o. 2020 MECHANICAL CODE OF NEW YORK STATE{IPAC 2016 W! LONGITUDE:-72,29948933 7210 SAS-MXP AMND) 72`17'58A6'2'W INSTALL(3)QUAD DIPLEXER(S).(8)RRU(S),(2)RP 66S1{S)(1)COE C 201 TOWER ELEVATION 0 12120/2024 EDNA 2020 PLUMBING CODE OF NEW YORK STATE HPC 2018 W/ GROUND ELEVATION:1T AMSL IXRE V2,(1)B160 BATTERY CABINET,AND(1)ENCLOSURE 6160 -- - - AMND) C-40' ANTENNA INFORMATION&SCHEDULE 0 12/20/2024 EDNA , 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF CABINET EXISTING LH BB 6630 TO BE RELOCATED EDNA FIRE NEW STATE E YORK W/AMND) C50� CONSTRUCTION DETAILS 0 12/20/2024 2020 FIRE CODE OF NEW STATE(IFC YORK STATEAMNDB IIE. ' 2020 EXISTING BUILDING CODE OF NEW YQRK STATE(IEBC ---- --- -- --- C 502 CONSTRUCTION DETAILS 0 52120/2024 EDNA rL 2018W/AMND) PROJECT NOTES 2020 BUILDING CODE OF NEW YORK STATE E Sol GROUNDING DETAILS 0 12/20'20Gl EDNA 2020RESIDENTIAL CODE OF NEWYORK STATE(IRC 2018 W/ - -. -- -.. - -- -- AMND) PROJECT TEAM i. THE FACILITY IS UNMANNED signed .MO SUPPLEMENTAL SHEETS(6 PAGES; Scot a� 2020 FUEL GAS CODE OF NEW YORK STATE(IFGC 2018 VA _. 2. .TECHNICIAN WILL VLSI?THE SITE APPROXIMATELY ONCE A I Scott iNli'CdU AMND) NTH FOR ROUTINE INSPECTION AND MAINTENANCE 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE TOWER O'.NNER: APPLICANT: 3. THE PROJECT WILL NOT RESULT IN STORM W SIGNIFICANT LAND 2024 OPMC 2019 OF AMND) DISTURB.ANCEOREFFECTABLEWATER OR TRASH 6 2f}2412 Z0 AR1ERICAN TONER T-MOBILE 4. NO SANITARY SEWER,POTABLE WATER OR TRASH DISPOSAL gau 10 PRESIDENTIAL WAY 103 MONARCH DRIVE ISREQUIRED_ WOBURN.MA 01801 LIVERPOOL,NY 13088 5_ HANDICAP ACCESS IS NOT REQUIRE- 15.30:.JS'05��0 E THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ENGINEER: ELIGIBLEFACILITIESREQUESTENTITLEDTOFXPEITED REVIEW UNDER 47 t,S.C.§1455(A)ASA MODIFICATION OF AN AT.ENGINEERING SERVICES, EXISTING`NIRELESS TOWER THAT INVOLVES THE %• PLLC COLLOCATION,REMOVAL,AND/OR REPLACEMENT OF UTILITY COMPANIES 1 FENTON MAIN,STE 300 TRANSMISSION EQUIPMENT THAT IS NOT ASUBSTANTIAL _ -. _._ GO CARY,NC 27511 CHANGE UNDER CPR§1,61000(8)(7) ATC IID.1-#:ORIENT FIRE LONG --. --.. --_ CYST.ID: 'ORIENT FIRE DEPT. POWER COMPANY 1 8004 0 0025 POWER PROPERTY OWNER: PROJECT LOCATION DIRECTIONS PHONE:i-8G0-190-0025 OUST.#: ILI13883A ORIENT FIRE DISTRICT TELEPHONE COMPANY.VERVON 233W MAIN ROAD PHONE:N/A ORIENT,NY 11957 TAKE LIE(495)EAST TO END AT EXIT 73,KEEP LEFT TO FOLLOW - - - - ---- - TITLE SHEET OLD COUNTRY RD.CONTINUE 2,5 MILES TO TRAFFIC CIRCLE ENTER AND TAKE SECOND EXIT TO CONTINUE STRAIGHT TRAVEL - - -- .0 PA ILES TOALEFT ON NORTHVILIFE TURNPIKE,TRAVE—CMILES SHEET NUMBER: i REVISION: AND TURN RIGHT ONTO SOUND.AVE. NT WILL COUNT"ROAD -- -- - 48,MIDDLE RD FOR 25.5 MILES,ORIENTCONTINUE FD SMILL BE ON YOUR Cm1 isP RIGHT. -- - -- GENERAL CONSTRUCTION NOTES Q i - u c - - P E GOLD C GU C 9_ L_G N a STRAIGHT RUNS IF YBRD CABLE NOT Th NBENDS) NA - PROVIDEAND THE AG IN CONRA05EO P (PLATFORM)AND = ESHELTER(GROUND RSHAL NSALLAL SITE SGGE N ORDANCETHTMOBL cx ryPq TINCIFICKLONS ND IZGU.REM�TS p E Efe C 6E1�6ErReYwlTn'COVEiPONCUNO INILDM*toCATE ONLY OC 2a - - YINAPING_NT HIE-OR RIME.AND A.T.ENGINEERING SERVICES,PLLC TO FURNISH AJ INDIAI FOR ROOFTOPI\STALLAT:u^N) aPPRCVAL PRIORTOFABRICA ON.LO 1 FENTON MAINIQ RAN - OwERUGo�NC-LE 25 LLEQUECFNT sFIALLBE!NSTALED CGRDINGTOMANUFACTURER's SUITE SEE TO ONCARY,NC 27511 0 ANT FRA STANDARD SE FRAM-S AND FOR MOUNTING SHOWN LADY CN THESEp ATONS ADD NC,xgiEO ACcoRD.n.,TO MCB LE SPECIFICATIONS,AND A.. PHONE:{919,"U"El12 BY OTHERS) .12T48 RP.NSMIASSOI LINE ED 2B- oft 6t-:AL1 SUPERVISE AND DIRECT THE PROTECT DESCRIBED tiEPAIK ON THE USE AND PUBLICATION OF THESE DIBININGS TRAM BASS; 4I LITARGOPNG KITS ftE-FIGA R SHALL -ApS.TEHN Q'ES SEQREFCEB AND PROCeO'JPES A-D L E GROUND K TE W - COORD.NAT 4G ALL PORT ON F THE WORK UNDER THE CONTRACT.F BE RESTRICTED TO THE D ORIGINAL E O FOR SCILCAWHI H THEY AREPREPARED.ANY USE LA M. NANGEfts s G DISCLOSURE OTHER THANTHAT`CIFIE RELATES 2>. - ADVNCORI TSTRICTLY PACH OFFER, OR THITHER THE CARRIER _OB!LE REPAM;NIM11UM OF as HOUft91Y O I.E.�UIPMCNi CRETEORRAIRIiUNG ANY UNDERGROUNDFOR PIGITIEe.FGREVIEWASGft 13 STRICTLY PROH;BITED.NEITHER THE ARCHITECT SEALJAL FLOOR OR INS'- FOR NGINEEING REVIEW- -.. _ NOR THE ENGINEER WILL BE PROVIDING ON-SITE 2 _ CON_ _ _ = APPROVAL. CONSTRUCTION REVIEW OF THIS PROJECT. E CHCONTRAGTOROH MUST VERIFY ALL DIMENSIONS _SUPPORTING STANNECE FIR PLATFORM, 28 PROJ=_CT SCOP-_REQUIRES THE USE OF THE SAFETY CLIMB,THE GENERAL AND ADVISE AMERICAN TOWER OR THE SPECIFIED ROOFING LABOR AN - - TY CLIMB IS FREE OF OBSTRUCTIONS.DEC CARRIER OF ANY DIBCREP 1-1 SUP ANY PRIOR NDINC WIRES, CTOR SHALL THE wFE 'gGRO`JNp ROD(S)`sus5 ARs,TRPoNSFOR,MERSAND TAUT N�6 AN OR iRAPFEO6YANY INSTALLED CUSTOMER EGUIPMENT,E VDUaLLY _ _ ISSUANCE OF THISATEST VERSION SSUPERSEDED BY CONOUIITELANDSCAr"NG COMPOUND STONE CRANSRCORE ORILEALLSO,SEE=GAL Efts AND AT ALL GABLE GUIDE LOCATIONS LFON PRo.I_CT ONE IBFIRMLY SECURED THE LATEST VERSION. RUEER VA FFING REBAR,CONCRETE CRIESCNS. REV. DESCRIPTION BY DATE M.scEu.aNEous=ASTER=Rs c 'TERN.. Al. 29 coMPE-. HALL Nor oasrRuc-, cR DrHERw sE AIL OTHERMATERAL AND L0.80 Q MAROONED—APPLY FOR c,Aust ruWt ,•rANJFACTUFEH rvsiAL Ton ReouR MevTs Fore r4E 0' FOR CONSTRUCTION EDNA12{20/202A TO PERM TS. SG. CON'CASTOR SHALL BE RESPONSE;_c FORS TESAFETY'NCLUDNGCOGR INGEWTH -_--. S. ALL WORKSHALLCOUDD VU TO ALL CURRENT APP CABLE FEDERAL,STATE ADS LOCAL ALL APO-CABLE OSHA STANDARDS AND R O AN A ECMMENDATONG D SHALL PROVDEL CODES!NCLDO NG ANST:EL 222.AND COMPLYWTH ATC CONSTRUCTION NECESSARY SAFETY DEYCESNCLuDNG PPE AND A-AND COnSTRJCi ON DEVICES ---. --..- SPECID ATINS. SUGHASWELDINGAND F!REPREY'ENTION.TEMPORARYSHORING,SCAFFOLDING, TRENCH BOSISSLOP NG,BARRIERS,ETC. 4 OR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND ATC SITE NUMBER_ LOST PRIOR To STAR.OF..GNB.RLGTIQN. B+- ITS HL'RY°ual:'�ENE�'o�;sTEa�is;s�PERI�SEA�YDNUDH 373337 �- ALL BE RE52onsIBLE FOR CEORDINATNNG ALL REQURE^, MAGE GAUScO BY NEGLECT ONVAN LIABLE O THE PART OF THIS ACN-PA OR EN PART OF THIN NSPECTI0o5 sH GTOGAPREEENTAR CR HIS REPRESENTAF&E THER OTHEEx ON GEwORKORTORIg ATC SITE NAME: AN PENBETDE °o°Rss°iISFA orR CTOR.SHALL BE REPAID AT HIS ORIENT POINT BY CONTRACTOR rvI'HA T-MOBILE SITE NAME: NIS SHALL BE VERIFIED IN EEIo Y DISCREPANCIES REPORT ED TO THE ENGINEER. - WORK STALL BE INsTALED IN A'RST""NEATNDW'ORKMAYLIKE MgNN ByCLAD'SO`RLEDiNTHETAADe iVGLVED.'THeQUALI GFwORKMANsnIaER ORIENT FIRE DEPT. I. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. BHALLBESUBJECTTGTNEAPPROVALOFTHET+.I-IIEREP.A OUNDBY THE I-SCALLE REP TO IF OF IFER OR QUALITY ANDOR SHRKMANBHIP SHALL BE FRE"GEDYNEIRREPOSOREGISINT,RAC NEXPENSEUNTILAPPRONAL1S SITE ADDRESS: g, P.cAL,I ITAR DETAILS APPLY TG INK-AR GRNDTGNs UNESs osrA.nEO. 23300 MAIN ROAD o.HERxlsB No.E_. ORIENT,NY 11957 e uDE NEEsgRY coMPONENrs FOR CousraucTloN ATE,HR ALII AND PERFORMANCE ALL TYPES OF ENUMBBY'HAL' LIROVIDNAMESANDLM SEAL: SAFETY WwcF.snALSErHEscLEREPONSIaI.. OF THE coNSRacreR RER's cARA+_oG NUMBER SHgiLaEPRGVIDEV BY IDEAL MANUFACTURERS CRBC AS FOR STABILITY E S ft NE ERE EIS TO O .LATERAL BRAG NC I.O E P C G a 6 � ANCHOR AUTS.E�- NO—THAN 18HR AFTER YANG BELFED INSURED STIDER e PROTECTED �P`t 4S A, vJRc, Ha�L DETERM nE—I LGCA Q.� - T Es GROUNDSY TIE READY OR �`s rGR sHau DBE G Puce .GRA11 N:o=s,VENTS.ETC,BEFORE COIDENCONAGRE. RESPONSIBLE eu IPMENTAFTER PICKING!I uP. T(yT - LIFFNEoT AD P OPHISARELITINCLENGINEE RE aEHN�NCP�AN RFPoo GUIBE MATERIALS rvo«FIGHT OMCEWITH RG - BME,M - N „y RQEGU RE THEIR ARC.V ONTIANT G O UM S BY THE CONTRAC O A AT AI COST TIE WITH HET MORE P..AND coo D ATE.s rM1-wa E NER. WORK RUN „ RD OF ITCERE SPECIAL CONSTRUCTION t4- on GDGD,roNs T.TIN IF ISAcr oN ANTENNA INSTALLATION NOTES: 11 THE TMOB E CONSTRUCTION 15 —STPGRT lAL BEWEATHERPRCGFEDDURING WGRKI.GGLEED Digitally Signed:2024-12-20 N TALUTIroUSINGNELHEILIGGNEB wT. ARE F NI3HEDBYT,uoe,EDNOERa aIRISra NNA AC E WHERE NTRACTOR SHA L NOTIFY THE T_NOB'S DONOT RLE REP AND ENGINE ROF R=_CORD ET 2ECiiON SUBCONTRACTOR SHAD.SEREST—ETFCRAREEPRO ACT GN GF SONNEL IMMEDIATELY- UAL ENSURE ALL SUBCGNTRACTGRS ARE PROVIDED WITH A COMPLETE e RETALL ANTENNASAS INDICATED ON DRAWINGS ND T-MOBILE T--2 `-`�� N aND CURRENT SETOFORACOGSA.NDSPECIFICATIONS FOR I-PROINCT. sFECIFICATONS ,A BRALL REMOVE ALL RVBBISH AND DEBRIS FROM THE SITE ATTIE ENO OF C. INSTALLGALvnnIZEDS _..ANTENNAMOUNT AS INDICATED GG ORAN.NCS. ATCPROJ.7:'15912180_GO EACH DAY. D. INSTALL rURNISHED GALVA—ED STEEL CR ALUMINUM»AV-GUDE_ CUST.10 HORIENT FIRE DEPT. 19 CONTRACTOR SHALL COORD'KATE WORK SCHEDULE WITH AMERICAN TCWER COSIVIANNI NA(ATC)A DTAKEPRECAUTIONSTQIINIMIZEiMn CTANODI uPTIONOF OTHER occU E NSTALLGOAAEAP'RID CABLES AND TERMINATING EACUREE1 ANTISMAS AND CUST.C, LI13883A .0 ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE COLLECTOR BETWEINTILEARTEIIAR CONTRACTORSRC F RTC) THREE AL FEET N LRS CONSTRUCTIONDRAWINGSSHALLBECOMMUNICATEO T6 ATC GENERAL NOTES ATE.A.DF IARKE as au _.Or BERAINGS LPON COMPET WORK E ENTRY PART iLON LNLESS OTHARRAPRE GHATEG. ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR 21 -WITH,T,MOALE REP 2. ANTENNA AND COAMALrHYBRO CASE GROUNDING: ANY CHANGES FROM THE DE SIGN CONDUCTED WITHOUT PRIOR SHEET NUMBER: I REVISION: APPROVAL FROM ARE ENGINEERING SHALL BE THE SOLE STAIL INSTALLED .AN. CONTRACTOR NLLL INSTALL 01 A-_I GROUND INKLEY.-IN-YCKILIATOIR ARE I' RESPONSIBILITY OF THE GENERAL CONTRACTOR. I 0 ALL TEYS PRL.DEC A ER SEALEDW YYEC.GRSS LC EATH pROGF NCKT E I SITE PLAN NOTES- i- THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN-THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFYALL`EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. E A.T.ENGINEERING SERVICES,PLLC 2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND b 9 FENTQN DRAIN - COAX CABLE ARE SHOWN FOR REFERENCE ONLY g_ SUIFE]00 CONTRACTOR SHALL CONFIRM THE EXACT CARY,NC 27511 _ LOCATION OF ALL PROPOSED AND EXISTING PHONE:(419)468-0112 EQUIPMENT AND STRUCTURES DEPICTED ON THIS 40012T46 - PLAN.BEFORE UTILIZING EXISTING CABLE SUPPORTS.COAX PORTS,INSTALLING NEW PORTS THE USE AND RINGE OR ANY OTHER EQUIPMENT,CONTRACTOR SHALL SHALL lit StS H PUBLICATION OFOft ti A THESE �S E FOR VERIFY ALL ASPECTS OF THE COMPONENTS MEET WHICH THEY ARE PREPARED.ANY USE OR THE ATC SPECIFICATIONS. _ DISCLOSURE OTHER THAN RTHESPECIFIH RELATES _ TO AMERICAN TOWER OR THE SPECIFIED CARRIER 3, NO ELECTRICAL SCOPE IS INCLUDED IN THIS t', _ _ �' j IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT PROJECT. ,. _ NOR THE ENGINEER WILL BE PROVIDING CN-SITE r CONSTRUCTIONREE[OAHEfHIS PROJECT. CONTRACTORS)MUST VERIFY ALL DIMENSIONS \\ AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER\j SUANCEO ANY DISCREPANRAWING IS IES MYSUPERS PRIOR f? ISSUANCE QFT.E LATEST VERSION SUPERSEDED BY REV. DEBCRiPT1ON BY DATE Q FOR CONSTRUCTION EDNAIZPFI2024 v�. \ _ j \ ATC SITE NUMBER- _ - _ 373337 Arc SITE NAME r� ORIENT POINT 't a T-MOBILE SITE NAME ORIENT FIRE DEPT. SITE ADDRESS LEGEND : 23300 MAIN ROAD GROUNDING TEST WELL ORIEN NY+1957 - AT S AUT0EIATIC TRANSFER SWITCH - J t - SEAL. B BOLLARD CEO DIS SITE CABINET s'n T c OF NEW D DIscONNEc- a1D 601 •x 2 ., - �- E ELECTRICAL � F FIBER UPGRADE FROM 708 V2 GROUND GEN GENERATOR 6102 MUAC TO 67G5C99BG 6160 G GENERATOR RECEPTACLE CONFIGURATION) \ - HIT V HAND HOLE,VAULT / IS ICE BRIDGE " f-- K KENTROX BOX LC LIGHTING CONTROLT., M METER PE, PULL BOX PP POWER POLE _ FESSEflP T TELCO TOO TRANSFORMER ---------- CHAINLINK FENCE Digitally Signed_2024-12-20 T H E2 ba , . :13S1215 GOAURDDkO: RIENTFIRE DEPT. DUST.K: 1I.113883A DETAILED SITE PLAN ` DETAILED SITE PLAN GRAPHIC SCALE m SHEET NUMBER REVISION: (IN FEET 1 @ 1 1 0 UNIT=,a FEE- SITE PLAN NOTES: T-MOBILE CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS. 1. CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD EQUIPMENT.IF 50,THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING DEAD 2G(6201 CABS)EQUIPMENT. 12- ALL OPEN PORTS NEED TO BE SEALED I WEATHERPROOFED PROPERLY AMEFUcANTOWIEW , ALL UNNEEDED 1 EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA. A.T.ENGINEERING SERVICES,PLLC � DISPOSE OF MATERIALS PROPERLY OFF SITE. 1 FENTON MAIN SUITE 300 CARY,NC 27511 _ PHONE:(91.)468-0112 M0012146 THE USE AND PUBLICATION OF THESE DRAWDUR bi AWNICH?HEY ARE Pft oH RED�P.NY USE ORFOR J'�"N- i/F5'(, _ DISCLOSURE OTHER THAN THAT WHICH RELATE - L;A"1 TO AMERICAN TOWER ORTHE SPECIFIED CARRIER IS STRICTLY PROHIBITED.NEITHER THEARCHITECT NOR THE ENGINEER WILL BE PROVIDING CN-SITE CONSTRUCTION REVIEW.,THISPRO.IECT- C-ONTRACTOPHR MUST VERIFY ALL DIMENSIONS - _ {T --- AND ADVISE AMERICAN TOWER OR THE SPECIFIED "- - CARRIER OF ANY DISCREPANCIES-ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY �� -�~ THE LATEST VERSION. S G - � �� E DESCRIPTION BY DATE PROPOSED B160 \ BAIT RY CABINET - t N29/ � -80 PROPOSED ENCL / (TO BE REMOVED) -6G OSU E660 *.� _ FOR CONSTRUCTION EDNA'212 24 ]-�. l\ CABINET a \ / � `� _ -5 � � Te E A SITE NUMBER 37337 o SIT E NAME. v i _s� ✓ _ �_ � �T `� ' 6� ORIENT POINT ;MOBILE SITE NAME ✓ �_. , l ORIENT FIRE DEPT. SITE ADDRESS: t 233MMAINROAD Ile /- ORIENT,NY 11957 .�. - >� /.\ .i / /T �� SEAL i v i (TO BE REMOVED) } �� C c ✓ / >j '-- PROPOSED 2)RP 6651 AND— - ✓ oT �C / \ l r ODER IXRE V2 INSIDE (TO BERELOCATED) PROPOSED 6160 CABINET 4 / PROPOSEDt RADIO.60825+B66 RED (TY 3) r � �, r \ r �-� 097507 ssi ED RADIO 8863 B41 RRU 1 (TYP.2) _-r (TO BE REMOVED) �. Digitally Signed:2024-12-20 PROPOSED 1RO1OSEUMI-S4844-QUAD XS - V'< .';I-1 4 RADIO 4480 BTi+685 PER S661B25+B41 DIPLEXER (TO (TYP.3) (TYP.3) BE REMOVED) (TO BE REMOVED) o A . ATC PRO.i.Y:e14912180_G0 OUST.ID: ;ORIENT FIRE DEPT, COST.F: LI13883A 1 EX€ST€NG GROUND EQUIPMENT LAYOUT 2 PROPOSED GROUND EQUIPMENT LAYOUT DETAILED EQUIPMENT GRAPHIC SCALE ® GRAPHIC SCALE ®®vv PLAN 25 1D ®`= 0 24 5 i3 SHEETNUMBER'. REVISION: (iNFEET) (IN FEET) 1 UNIT=5 FEET 1 UNIT=5 FEET w E E A.T.ENGINEERING SERVICES,PLLC 1 F€NTON R9AIN SUITE 300 CARP,NC 27511 y = PHONE;(919)468-0112 -'-'� - N012746 - -- _ - THE LL BE AND PU6LCATIOTHE THESE IL SITE O _ -'- "� "� S E FAR LTHt C F THE O.ANY USE FOR SHALL OTHAREER PREPARED.ANY USE LA O AMER ME DISCLOSURE OTHERTHANTHAT WHICHRELATES TOOTHICTL APROIBITED THE SPECIFIED CARRIER - pJ_� ISORTHEEN INEE WIL NEITHER THE ARCHITECT -- - Ea NOR THE E\CINEER:VIL 3E PROYD NG ON-SITE y L- -- CONSTRUCTION REVIEW OF THIS PROJECT CONTRACTORS)MUST VERIFY ALL DIMENSIONS a AND ADVISE AMERICAN TOWER 04 THE SPECIFIED _7-F, 99 2 CARRIER OF ANY DISCREPANCIES.SUPERSEDED EXISTING T-MOBILE �/`/ SSl1ANCE 0=THIS DRAWING SSUPERSEDED BY FAR CENTER C 9G' Y THE LA EST`JERSION. REV. DESCRIPTION BY DATE 2 1 PROPOS ckEDTA"M1 OV0—/ Q FOR CONSTRUCTION EDNA12t2012024 EQUIPMENT 30i C-001 �s - #` �_ _ E _ _ ATC SITE NUMBER'. ATC SITE NAME ORIENT POINT T-MOBILE SITE NAME: ORIENT FIRE DEPT. SITE ADDRESS: 23300 MAIN ROAD _ ORIENT.NY 11957 SEAL: OF NEW � 0 cj uj r �ESs1fl�P Digitally Signed:2024-12-20 ALL ELEVATIONS REFLECT ABOVE GROUND LEVEL(A.G.L.) §§ TOWER NOTE gEl z [ -'. �. N. 1. IT IS THECONTRACTOR'S RESPONSIBILITY TO b fI CONFIRM WITH THE PROJECT MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING ATC PROD.#:114912180_GO WORK.EXISTING AND PROPOSED TOWER COST,IN, 'ORIENT FIRE DEPT. APPURTENANCES,MOUNTS,AND ANTENNAS ARE SHOWNBASED ON THE STRUCTURAL ANALYSIS_ CUST_#: LI?3883A 2, WHERE APPLICABLE.ALL NEW ANTENNAS. EQUIPMENT.MOUNTS,CABLING.ETC,SHALL BE PAINTEDISOCKED TO MATCH EXISTING EQUIPMENT TOWER ELEVATION IN ACCORDANCE WITH FAA,JURISDICTION,ANDIOR OTHER LOCAL REQUIREMENTS. 3. TOWER ELEVATION DEPICTION MAY NOT REFLECT SHEET NUMBER: REVISION'_ s� nn ALL EQUIPMENT INCLUDED IN STRUCTURAL i TOWER ELEVATION ANALYSIS-REFERTOSTRUCTURAL ANALYSIS FOR >q' scALE:ry i S. FULL TOWER LOADING. !!'��dd AMMUCANTOWEw A.T.ENGINEERING SERVICES,PLLC 1 FENTON MAIN SUITE 300 CARY,NC 27511 PHONE:(919)468.112 #00127" THE USE AND PUBLICATION OF THESE DRAWINGS SH RESTRICTED TO THE ORIGINA SITE FOR S WHICH THEY ARE PREPARED.ANY USE OR SOCLOSON E OTHER THA I HAT TO APAERICAN D N WHICH TOWER OR THE SPECIFIED CARS ER C Yl IS STRICTLY PROHIBITED_NEITHER THE ARCHITECT NOR THE ENGINEER DI BE PROVIDING ON SITE CONSTRUCTION REVIEtYOF THIS.PROJECT, Al PROPOBED ITAAT19021 BL262?TMA 1 (2 PER SECTOR)CULP,6) C_501 CONTRA...ORIM MIT VE111 ALL BIMENSlONS �-' AND AGBE-AMERICAN TOWER OR TIE SPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR - �—_26O` IS UANGE OF THIS DAWING IS LATEPERSED BY 17 ` Ct ST VERSION -�" �-`" REV. DESCRIPTION BY DATE sJB d`, -0` FOR CONSTRUCTION EBNA1Z20/2Q21 U_/ (TO BE REMOVED) �` (2 PER SECTOR)(TYP.6) 1 PROPOSED 1W-65B R3 ANTENNA d� yOe (TO BE REMOVED) --T -SOt 0 PER SECTOR)(TYP_3) Y - N PER SECTOR)(TYP_3) d' ` ATC SITE NUMBER 373337 ATC SITE NAME: ORIENT POINT T-MOBILE SITE NAME: ORIENT FIRE DEPT. �� EXISTING ANTENNA PLAN ®®€€ FINAL ANTENNA PLAN ®§ sITEADDRESS. scALE.ry i.5. ! 2 SCALE S iS. ® 2330D MAIN ROAD ORIENT,NY 11957 SEAL EXISTING ANTENNA SCHEDULE NOTES i FINAL ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY - NCN ANTENNA SUMRAARY i 1.GC TO VERIFY THE FINAL RFOS ANTENNA SUMMARY NON ANTENNA SUMMARY ` fYE}w. - LOCATION -___. C ••YY aa__ MATCHES THE FINAL - ADDITIONAL TOW ER P� CONSTRUCTION DRRWINGB ANTENNA BAND ''STATUS STATUS MECH�ELEC ADDITIONAL TOWER D TILT MOUNTED EQUI MINT -( 1 SECTOR HAD AZ ROB - ANTENNA -BAND D TILT STATUS MOUNTED EQUIPMENT STATUS j CONSTRUCTION NOTIFY ATC PM OF ANY �ECTCR RAD AZ POS MECHiELEC ,C RAW pISCREPANCY PRIORTO L700,N660,L1900, C13'S ADD (2)TMAT19G21BL262 ADD �d F J - - INSTALLING THE EQUIPMENT .2'00 N1900 N2..00 -. ti / RMV �� 9 RMV^1 2 GC TO CAP ALL UNUSED ALPHA 96 20` A FVV-658-R3 L2100,L710N1900 N200 T 03 " -^ - REV - PORTS. BETA 96 140` 81 FWE58-1t3 0`/3`3' -ADD (2)TMAT19G21 BL2621 ADD """ -"`" '`" '�) rt 3_GC TO CONFIRM SPACING OF _ 6 OL1900 S1C CAUSE TOWER CONFLICTS Ors NOT 1 GAMMA 7O0,N609000. 00 -t PRO POSED BOLA DOES 96 260`.G1 FW 85B�2s H-13`3- i ADD (2)TMAT19G21 BL2621 ADD ((1 TS _ L2100.N1900 N2500 - _ NOR IMPEDE TOWER CLIMBING �1 PEGS. 0 750" n STATUS ABBREVIATIONS ef5 P' REV:TO BE REMOVED®`® 7kTC TO REMAIN RE.TO BE RELOCATED 1. apD:To BE ADDED Digitally Signed:2024-12-20 CABLE LENGTHSFORJUMPERS JUNCTION BOX TO RRU:15' RRU TO ANTENNA 10'._ E - -�_ .a L b _. ATC PROJ.,N'_14912180 GO GUST,ID; JORIENT FIRE DEPT. CURT_d: IL'=.i3883A ANTENNA INFORMATION &SCHEDULE OX FINAL CABLING SUMMARY ___ ___. _..__ _ ___ —__..__ ..._ SHEET NUMBER. !REVISION: EXIST NG FIBER O STRIBUT ON CVP BOX EXISTING"ABLINC'SUMMARY FINAL FIBER DISTRIBUTION/OVP B �_ - , �� EQUIPMENT SCHEDULES MODEL NUMBER I STATUS CABLE OFFS,ZE,TYPE STATUS MODELNUMSER STATUS CABLE CITY SIZE.TYPE STATUS I ONLY ONE S=CTOR SHOWN FOR CLARITY AMEMCANTIDWEW _ A.T.ENGINEERING SERVICES,PLLC 1 FENNTON MAIN SUITE 300 CARY,NC 27511 PHONE:(91IB 468,0112 N0012Z46 THE USE AND PUBLICATION THESE DRAOHN.E FD TO TF SI HF ORIOINAI SITE FOR (F,� ! SH WHICH THEY ARE PREPARED-ANY USE OR 3 DISCLOSURE OTHER THAN THAT WHICH RELATES AMERICAN TOWER O R STRICTIL PROHIBITED SPECIFIED CARRIER IS HER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING O—TE _ CONSTRUCTION REVIEW OF THIS PROJECT. PROPOSED CONTRACTOR(S)ROST VERIFY ALL DIMENSIONS EQUIPMENT AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED EY THE LATEST VERSION. REV, DESCRIPTION BY DATE PROPOSED FVV85B-R3 0`.. FOR CONSTRUCTION NUA1ASW2O1S ANTENNA PROPOSED ( --.- -- - X 1518.X ! UNISTRUT -_-_-- "J \ EXISTING T-MOBILE / PROPOSED ADJUSTABLE ATC SITE NUMBER: ' 9 ELEVATION @ 96 STAINLESS STEEL BANDING 373337 -'.. RTC SITE NAME' I ORIENT POINT OR S C 50 ATTACHMENT T-MOBILE SITE NAME: ORIENT FIRE DEPT. SITE ADDRESS: 23300 MAIN ROAD PROPOSED—` ORIENT,NY 11957 TMAT19C21SL26-21 TVA SEAL: 1 EQUIPMENT tv90UNTING DETAIL O� NE. }Rt�All y 'G ¢9780" CABINET ww®® PROPOSED 112"HILTI KWIK BOLT I Digitally Signed:2024-12-20 Lobi ATC PRO).A''149121B0_GC NOTE: CUST,ID: ORIENT FIRE DEPT- INSTALL HILTI KVIK BOLT ANCHORS STRICTLY PER COST-9, 1113883A INSTALLATION INSTRUCTIONS INCLUDED WITH PRODUCT OR FOUND ONLINE AT WNPN.US.HILTI.COM.PROPER INSTALLATION IS CRITICAL FOR FULL PERFORMANCE. CONSTRUCTION DETAILS TZ CANISTER CUTAWAY DETAIL �� CABINET ATTACHMENT DETAIL SHEET NUMBER: REVISION: SCALE:NTs. scALE n rs. C-501 j AMEMCANTOVvew A.T.ENGINEERING SERVICES,PLLC 1 FENTON MAIN SUITE 3" CARY,NC 27511 _ PHONE:{914M468-0112 ' #0012]46 THE USE AND PUBLICATION OF THESE DRAWINGS HA FOR WHICH THEY ARE PREPAREDftANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT NOR THEE GIN-ER PALL BE PROVDING ON-SITE C NSTRUCTION REVIEW OF THIS PROJECT. CON CTONS"MUST VERIFY ALL DIMENSIONS i AND ADVISE AMERICSN TOWER OR`HE SPECIFIED 1 - — CARRIER-ANY DISCREPANCIES.ANY PRIOR < ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV. DESCRIPTION BY DATE PROPOSED QUAD B\ FOR COINSTRUCTION EDNAI2 2012024 DIPLEXER SS63 _ .- 4460 "� 4460 4460 - ATC STE NUMBER -- 373337 AT C SITE NAME: 3-TYP. ORIENT POINT T-MOBILE SITE NAME: al ry ORIENT FIRE DEPT. -xl_ SITEADDRESS- 23300 MAIN ROAD ORIENT,NY 11957 - SEAL ass3 44so 44a6 a480 Of NEtV ED COO CR— a, ~ _ ES514F� 7' Digitally Signed:2024-12-20 ATC PROD.#:.149121€0_GO COST.ID: ;ORIENT FIRE DEPT. COST.#: LI13883k CONSTRUCTION PROPOSED RRU H-FRAME ELEVATION DETAILS scALe Nss. SHEET NUMBER REVISION'. C-502 PROPOSED ANTENNA /—PROPOSED JUNIPER TO ANTENNA - PROPOSED CONNECTOR WEATHERPROOFING KIT ` '�/` 3B"X 1-12"SS BOLT 318"55 LOCK WASHER 0, -�- .? (EACH SIDE) (EACH SIDE) AT.ENGINEERING SERVICES,PLLC PROPOSED WEATHERPROOFING KIT I " 5 FENTON MAIN SUETE 300 PROP OSED CABLE 2 CARY,NC 2T555 GROUND KIT -501 PHONE:(959j 468-0512 _ -- ANTENNA CABLE 2 112"g MAX #0012746 f ANTENNA('.ABLE TO \\f� THE NE AND RESTRICTED TIO THE THESE—INA SITE SHALL BE RES RICTED?O THE OR161NAi SITE FOR ' CABINET(TYP.) I ,C CC WHICH THEY ARE PREPARED.ANY USE OR f� C C DISCLOSURE OTHER THANTHATW.CH RELATES _ GROUNDINGS PER CABLE Ef C TO AM RICAN TOWER OR THE SPECIFIED CARRIER MANUFACTURER'S RECOMMENDATIONS ^ '! IS STRICTLY PROHIBITEDITHER THE WILL ARCHITECT ' ! (ANDREW OR APPROVED EQUAL) �. YYY. Q"-" NO THTRUCNEEREVIEW FTHISP GJECT #6 AWG STRANDED CU C CONSTRUCTION REVIEW I F THIS PROJECT �l ? WIRE WITH GREEN,6G0V f CC CONTRACTOR(S)MUSTVERIFY.At'LDINENSIONS ADVSE AMERICAN TOWER OR HE SPECIFIED g THWN INSULATION #6 AWG STRANDED COPPER GROUND ' / � A CARR ER OF ANY DISCREPANCIES.ANY PRIOR f (( ISSUANCE Or THIS DRAVA G IS SUPERSEDED 3Y f WIRE(GROUNDED TO GROUND BARD �'➢ THE LATEST VERSION 114 X4'X6 GROUND BAR C y U= I (ER CO PIN EGBA14406CC OR EQUAL) REV DESCRIPTION BY DATE TWO HOLE LUG,TO BE USED -GROUND BAR MOUNTED 0�. FOR CONSTRUCTION EDNA12120,12024 3 i WI TH fi2 AWG BGNl - NEARDELOW ANTENNA 501 ) (LOWER TOWER GROUND (TO BE INSTALLED IF TO GROUND EAR — -- -- REQUIRED) BAR ON NOTES- TO EQUIPMENT GROUND BAR NOTES: _--_-- --_---- 1_ THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS,SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS.THE GROUND KIT NOTES ATC SITE NUMBER: - CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE 1. DO NOT INSTALL CABLE GROUND KIT ATA SEND AND ALWAYS DIRECT 1 GROUND BAR KITS C WITH ALL HARDWARE,NUTS,BOLTS, 373337 CONSTRUCTION MANAGER OF ANY CONFLICTS. GROUND WIRE DOWN GROUND BAR, WASHERS,ETC.EXCEPTEPT THE STRUCTURAL MOUNTING MEMBER(S). 2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS,LATEST 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT EW PART ATE SITE NAME'. EDITION,AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST.LATEST VERSION.WHEN NUMBER 221213)AND INSTALVTAPE PER MANUFACTURERS S SPECIFICATIONS, 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. ORIENT POINT NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. TYPICAL ANTENNA GROUNDING DIAGRAf� 2 GABE E GRGUNd KIT CONNECTION dETAIL 3 TOWER GROUNd BAR DETAIL T-MOBILE SITE NAMe 1 SCALe NTs_ scAle N=rs_ SCALE:NT s_ ORIENT FIRE DEPT. SITADDREBE 23300 MAIN ROAD ELECTRICAL NOTES: ORIENT,NY 11957 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE SEAL' WITH THE T MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANYFOR THE INSTALLATION OF CONDUITS CONDUCTORS, of NEW 5� STANDARD CONDUIT USE TABLE BREAKERS DISCONNECTS,OR ANY OTHER EQUIPMENT y" REQUIRED FOR ELECTRICAL SERVICE ALL ELECTRICAL WORK CONDU SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF IT T,PE USE CASE LOCATION USE CASE EXAMPLE REGULATIONS APPLICABLE TOODTHIS PROJECT ES AND co ftMC ABOVE GROUND PROPOSED CABINET {kiETALLiC) AC,DC COMM ABOVE GROUND PPC TO SEC 2. ATC HAS NOT E E ANY EXISTING T MOBILE GROUND r EQUIPMENT ORR ELECTRICAL LOADING,PROPOSED WORK BASED 0 tLl PVC AC POWER UNDERGROUND UNDERGROUND PPCTO SSG OR BACKHAUL ON INSTALLATION CONFIGURATION PROVIDED BY T-MOBILE. ((1 y TRANSPORT HUB TO BBC CONTRACTOR TO VERIFY EXISTING T MOB LE PANEL HAS Z --_. - DC,COMM MAX 6'PER CONDUIT RUN TIGHT LOCATIONS BETWEEN Ht,B AND CONDUIT BUT NOT SUFFIGIENS SPACE FOR PROPOSED BREAKER.PROPOSED CABLE ABOVE GROUND ONLY TO BE USED WHERE IT CAN BE STEPPED ON 42.AWG STRANDED AND CONDUIT SHALL BE MINIMUM SIZE PER BELOW IN CHART. 09750.E GREEN �ESStO ¢Y EMT ,N000R AG DC INDOOR NOT EXPOSED TO THE OUTDOOR CIRCUIT PANEL TO JUNCTION BOX INSULATED COPPER + 3. FOR SPECIFIC CABINET f ANCILLARY EQUIPMENT WIRING COMM ENVIRONMENT(MUST BE DRY) CONDUCTOR REQUIREMENTS,THE T MOBILE CONTRACTOR SHOULD --- "-' ---' ""-- REFERENCE DESIGN DOCUMENTS PROVIDED BY T-MOS LE FOR LONG GROUND CONGEALING AND PROTECTING STOW RISERS GROUND RING TO MOB OR BBC I THIS CURRENT PROJECT CONFIGURATION IN ACCORDANCE WITH WIRE ONLY LOCAL JURISDICTION REQUIREMENTS A NEC STANDARDS& Digitally Signed:2024-12-20 t%( \ PRACTICES EXCEPTION CONDUIT USE TABLE f �' VOLTS O C PD SIZE WIRE SIZET GROUND CONDUIT SOA2P CONDUIT USE CASE LOCATION USE CASE EXAMPLE i 33 AWG FS AWC 1 1l4` TYPE I 120240V _1GNDP 3aF A'WG #B AVG ii(4' OR 125A2R 3T310AWG S AWG , 2" EMT OUTDOOR ED, OUTDOOR WHEN USED WITH WATERTIGHT BETWEEN EQUIPMENT AND BATTERY CABINET OR 1 _ E � E 20266V i56F42P 3-#3I0 AWG #6 AWG 2 (NOT PREFERRED)! COMM HUBS ONLY EQUIPMENT TO EQUIPMENT CABINETS FOR INTER "' 200A2P 3#3!0 AVJG #6 AWG ! 2 CABINET CONVECTION T AT S9At2P 2#3AN'6 W3 AWE 1 ATE,PRIER. 114912180 GO MAT BE USED AS ALOWER COST ALTERNATIVE TO ,� _ 240` 10012P 2-#2 AWG #B AVJG �. 11t4" CUST.ID: (ORIENT FIRE DEPT. RMC OUTDOORIiNDOOR METALLIC RMC MUST MEET OR EXCEED FEDERAL SPEC: OR 125At2P E4C0AWG "6AWG ) 2 CUST.#: ;LI13883A NONMETALLIC PER NEC ABOVE GROUND SAN C-540C,UL 6A ANSI COOS,NEC 344.10(A)ALLOWS 208V (ALUMINUM) GUIDLINES 15CA'RD 2=310AWG #6AWG 2' THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS �I zocazP Izaro AWc .s AWc z GROUNDING DETAILS 4 CONDUIT USE TABLES CABINET GROUNDING DETAIL B ELEGTREGAL NOTES SHEETNUM6ER. j Ee D'ON: Proposed RAN Eqmpniant ff 2 VGK u,a t`_rxssurx;, En is-ut 8 f84 2 .� 6 =fig ti y.3'> Iai3t4 daeJ.P25TE�tri{x3'y, _ 1 Radx 4480 B ,B8,(x3); s i7bG 43dip E863 841(2p ee a BB 650 RP ;`RP z"va51 LTOC _» a Top GroUn Nee-d w.c-A,. IeDg t, C= stet Gorses G n R .v..0-I avd Ensa?{sll 53 ul B1@{3.63e,. ti77 1 Add 1).SSC WO and B B.T I f p rf 4 Add 1 RF'6 1#.NR215GO g > tl t S R §5t far L T Tar f€ Add{31Rado� ,0B 5-BBBF- 21t1�N 4 Gru Ud E $diI 5� ',fVjd t33 Radio 44W BT"-. 885 Cw LTM BE Grow_ASS R.J.RP73B41.a NR2500—.ndd. - Add(1)VRE C3yu ur. 1 CABINET CONFIGURATIQN 2 ANTENNA CONFIGURATIQN SUPPLEMENTAL SHEET NUMBER: F REVISION: NOTE:THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. 25 6' UFACTURER ERICSSON _ 2.5'KNOCKOUTS w/READ CONDOM US MODEL. 6160 SITE SUPPORT INET NWT BODY FOR 64TIERY CAME 21 DIMENSIONS., IMENSIONS 83'x 25 6_x 33 6 i x W x D) TO MA Y NOTETOOL RE VmGHT: 373 LBS PUNCH GKKNOCKOUTS. DO NOT iDRI FTHROUGH v j KNOCKOUTS = O 0 CONDUIT MUST BE PROPERIv SECURED TO PREVENT DAMAGE TO CABINETS AND OR CABLING ` za'KNOCKOUTS al RKM CONDUNT,L6 27 CONDUIT BODY FOR&ARM CABLE&TEMP - SENSOR aOVBW-CONMU IIUST BE 0® PROPERLY SECURED TO PFEVENT DAMAGE ® Q 2s'KNOCKOUTS wl CON DUIT,LB CONDUff BODY FOR MY FIBER OFnC CABLE CDM%NT YIBT Y zzs w CUOUTS RIGID RED W CONOLU,LB CONDUIT BODY 0 FOR MICRONIVE,CDNDUffg BOLT DOWN PATTERN MUST BE Q SECURED ToIEVENI O OQ 2.6'BEAR MA04M KNOCKOUTS t FOR0 0 0 LES GROUNDING NOTE: 0 0 0 "CABINET GROUNDING TOO USE A SINGLE, 2 BTCW 0 CONDUCTOR,W/2—HOLE, V C—C.LONG BARREL, WINDOW LUG, IN 3/4"LFNC TO GROUND RING. QpQQ PWT5 PLINTH GROUNDING IS NOT REQUIRED." p REAR VIEW 33.5" &" 25 C 2.5'KNOCKOUT UNUSED FOR GURET WP wl R CONW T, DO POWER L--J—CLOSED I- ( IXR)T2O.5' DEDICATED CIRCUIT TO SENIOR 0 29 US CONT 6 960 CONDUIT Q o< SECURED NO Y - - Q vFOR tl lB TFP6P TO BtbTfl Ze UNUSED FOR --'- — Q DEDICATED CIRCUIT TO SOMM OUTLET M .LR wt BOOM WILL 0 BE USED FOR RO73t 0 LEGACY 8139,8204,OBIS tlUPt _ Q fAL f CONDUIT"`PULLING GT5& CABINETS FOR I.CONCUR MUST BE -_- ----- PPC,Y TO PREADIT TOWER MAW) 1�70O = O OO CABINET GROUND POINT—---� 00 00 O O 51r PLUG TO BE PUNCHEDo TO 14.FOR CPS/CUSS w/ I'LB T TO I' I'IWO @ LL CAMNET POINT ' BE 4' :CAN IE F TO FPC.(GENERATOR,PFC.ATS @ BODY 12 ) LEFT VIEW FRONT VIEW RIGHT VIEW PLAN VIEW SUPPLEMENTAL ERICSSON 6160 SITE SUPPORT CABINET SPECIFICATIONS sneeTNuasea: evisloN. NOTE:THISSHEET WAS CREATED BY OTHERS AND PROVIDED AT T WI 2 AT THE REQUEST OF THE CUSTOMER THOUT EDI'. RACK ASSIGNMENTS - — _ RU SLOTS DESCRIPTION CAMEa 1 DC DISTRIBUTION 6 RECTIFIER SHELF 7 FIBER BOX DID IN RM 8 DCDU ,u s c 10 BACKHAUL ROUTER - - IN - 11 1ST BASEBAND x -- 12 2ND BASEBAND 13 3RD BASEBAND 14 4TH BASEBAND i 15 5TH BASEBAND 16 `o 17 EXPANSION 18 20 EXPANSION LEGACY 21 BASEBAND / VOLTAGE BOOSTER MOM CASUS 22 VOLTAGE BOOSTER f Y gT 23 7(DBEAMM wow 24 OPEN SPACE FOR SPD _ s�+ 's� ACCESS --- "� 25 INTERNAL ROUTING FRONT VIEW (DOOR OPEN) (DOOR OPEN) SUPPLEMENTAL ,� EI�I�iSJQIv�16�}CABINET dETAILS SHEET NUMBER: -�REVISION: �E n NOTE:THIS SHEET WAS CREATED BY OTHERS AND PROVIDE AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. NOTE: THIS IS FOR REFERENCE ONLY,CHECK FOR SPECIFIC DETAIL IN T—MOBILE CABINET SPECIFIC INSTALLATION GUIDES cB s_of "t e -,e, f 44H, 0VV oc ,.t oco�a and 6=eao- an I I .�2a/Yt�� a Bad,oaBsaBss{6�c--. - Radio VN.12s/. 1 vs..c ea:na a4l�a Im PSu 48k3 feetling a25(66 a,G and y(.�ft.Ms) i - 8336tJ1[123 � +(Alr aadio 448�i 4 i 4 6449s and PSU 48i3 feeding941 ry v and k'='sir6tgq_) 6 6 4.11 I ' ei Sn/12 r�m�s re_ 5Ja{s2¢;$and V(gadic aeao:) nb =ding �� 2 �adlo ua9s) 9 ' l,n 3 Fu[ure � aadic sa6C 82-(6501 -11 4Redlo t46P B25f65 b2 Radic 4968 625{6 e-2 1415 e25/66 a _ -dad10 4E15 B25f`o6s '�'j66 Radio 44S KA ly 325/66 Z /66-2 a,53 and'yf(Vz 1.o 1) 325/. 1 of ldenk&catlan =Wa 0 ya,b-JElta sticn,;= BERM 1Rl5 w At% —18Y @US °fir 221 GREMOM (21) ®a��® d'pppppp WT ie o® a�'lTppaQp o� Ia-1 �tZ � ca nar li3e2s FEUMEM POWER SUBRACK DC DISTRIBUTION SUPPLEMENTAL ERICSSON 6160 ELECTRICAL DETAILS SHEET NUMBER REVISION: II,LEN s NOTE:THIS SHEET WAS CRFTHED US OTHERS AND UTPROVIDED EDIT. AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. I hum MOCKDM 1.ALL CONDUIT AND FITTING ENTRANCES INTO CABINETS AND ENCLOSURES MUST UTILIZE MYERS OR EQUIVALENT HUBS OR SEALING WASHERS TO ® ,, a - PREVENT WATER ENTRY/SEEPAGE INTO CABINETS AND ENCLOSURES. - 2. (tJQUIDFLIX) FLEXIBLE METALLIC CONDUIT(LFMC) &ASSOCIATEDOPTICA FITTINGS CAN BE USED AS NEEDED BUT ONLY FOR TIGHT CONDUIT KNOCKOUT o BENDS AND RUNS SUBJECT TO UL AND NEC LIMITATIONS. 6' MAX PER CONDUIT RUN. 3. POWER CONDUIT BODY ATTACHED WITH SHORT NIPPLE AND SEALING ` WASHER INSIDE& OUT. (FOR DOOR HOOD CLEARANCE) KNDCKDVr 4.PULLING ELBOWS MAY BE USED IN LIEU OF A CONDUIT BODIES WHEN D - - CLEARANCE IS LIMITED. 5.ALL EXTERNAL ALARM CONDUITS ARE TOO TERMINATE AT THE PPC WITH - - A SINGLE I'ALARM CONDUIT TO THE 6160. v = -I L 6. (DO NOT USE CHASE NIPPLES) CONDUIT SHOULD HAVE SEALING AAv" PPG(CiBI PM ms KNOCIOXITS WASHERS INSIDE AND OUT wj LOCK NUT AND CAP. ASS&TOITElk } M CONDUIT LOCATIONS N 2' CABUIS MAOe TMP s r Dim EOF� ffi T IMIP AAY FM OPTIC CIOIE•/m P . Pokout 83 r Rm CONDUIT _ AAvTOM OFlN)QI12LEZ AC POM Al A& CARE Ew r - I V 1'OCISO PPG PPG ASS ffi OPS E /// S'. COM PN HWY TO TS 0,TOAf TO Of fl wr�CommJ 2.9"Kk0�0V15 PPC.(6 ft/�TiXi,PPO.A9S 8 SOWER (OPCOkVe AWjM� Ald%IS} REAR VIEW SIDE VIEW SUPPLEMENTAL 1 ERICSSON 6160(B160 CONDUIT ROUTING DETAILS SHEET NUMBER: REVISION: SCALE.N:(.S. I NOTE:THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. I MANUFACTURER: ERICSSON _ _ _.. �' 'gyp • B160 BA CABINET CONDUIT 5g P NOTE .. DIMENSIONS63`x 25 6'z 29 5 (H z W x D) -_ m CORRECT KNOCKOUT TOOL REQUIRED FOR _ �295 LES (4VETHOUT BATTERIES) 25A µX OREOMM PUNCHING KNOCKOUTS,W NOT DRILL THROUGH Fars.Lean Em KNOCKOUTS o"o O CONDUIT MUST BE PROPERLY SECURED TO is •! 3 x 390A TO ETS AND OR CABLING CONDINTvENSORImr4a , rsMILE t CONDUIT MUFF BE PROPERLY QQ SECURED TO PRDIENF DAMAGE BATTERY RACK S �5 Q 3X WFORY SHEIMM rMTamY RACK m m ram,%. RATIERY w�aaTun wm Trga 0 �TrEnr x 00 0 Q REAR VIEW FRONT VIEW q (DOOR OPEN) GROUNDING NOTE "CABINET GROLINDING TO USE A SINGLE,#2 BTCW CONDUCTOR,W/2-HOLE, 1`C-C,LONG BARREL, t a vSENSOR ROODNO ( FOR WINDOW LUG,IN 3/4-LFNC TO GROUND RING. _ PLINTH GROUNDING IS NOT REQUIRED." TO ssw e zLs• e:m ars TO OO O O O O O O 0ll00CABINET GIIIIW POINT �O . r PLAN VIEW LEFT VIEW FRONT VIEW RIGHT VIEW B160 ERICSSON SITE SUPPORT BATTERY CABINET SUPPLEMENTAL ERICSSON B160 BATTERY CABINET SPECIFICATIONS SHEEI NUMBER: REVISION: 1 SCALE:NT 5. NOTE:THIS SHEETUES CREATED FCUSTOMER OTHERS AND PROVIDEDR-606 L AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. � 6J MAN MANUFACTURER: _NOKIA GLASS RECEIVER UFACTURER_ERICSSON-_ _ - - - - MODEL; 3NEt55 -� -- MODEL. _8651 R9dd PROCESSOR (KDU1370093/91) MODIMDEL: ,17.25 x_70"_x 4 75" Gpq ,DIMENSIONS: _-_1.73"X_19.02'X 13.86" (H"X W" X D"}_ `WEIGHT: OZ tB5 (FULLY EQUIPPED) `WEIGHT: 96.98 LBS - SFP28/SFP+ 19.02 SFP/SFP+ 10 Gbps 25Gbps PORTS -48V DV POWER USB DC PSU DC PSU PORTS 1-24 25-32 (ET20 A) TYPE-C CD TN/IDL A 73" FRONT VIEW (QSFP+ /IDSFP28) BAS D A-M,A-J (RJ-45) QSFP28 1DOGBPS TN/IDL B,C,D (SFP/SFP+ /SFP28) GROUNDING CHASSIS, USE TWO PORTS 33-34 (SFP/SFP+ /SFP28) HOLE LUG, DESIGNED FOR #8 USB AWG BURNDY(YAZ8C2TC1045) CONSOLE FAN MODULE NOKIA PIN# 52-1178-01 O p o O p REAR VIEW O o ® o o0 0 17.25' 0 o O to" MOVABLE BRACKETS GROUNDING LUG SIDE VIEW 1 75" � 19® RAN PROCESSOR 1 34553-ERICSSON 6651 RAN PROCESSOR 34097-NOKIA 7250 IXR-e ROUTER w(GNSS 2 SCALE.N T 5. SCALE:N T S. SUPPLEMENTAL SHEET NUMBER' REVISION'. NOTE:THIS SHEET GREAT,ED BY OTHERS AND PROVIDED R-607 1 0 BY REQUEST OF CUSTOMER WITHOUT SUIT. - MANUFACTURER:COM R0PFTECHNOLOGIES.LLC - .. _ / MODEL FVV-658R3 - y.A.,.�Mom'VDW a F.3 x 121(N z w x D)1 W.GHT: 43.9 LBS -- 18.]URS - - 5.]3 Las . .- DIMENSIONS: 720-1.8'x;.1" --�- ------ FREQUENCY: 85,812.825,B41,Ell,B66 235• I 2-.?3° 0.7(Y 9.58® —1® Y75• TOP 40.04•� ..., ]a4 sar^ iQL 17 vEwrODTFOM ase 1a45`13.4e (11(} 9a5'11.75' 4.1r GROOM a1Y 3S• G. © ©• Sir � .4Y (2 43 4 (F) _... (a ouT!4 c� 43-10 FEVALE ® s� q1 COMMSCOPE FW-65B-R3 34615-COMMSCOPE TRI-BAND TMA 34546-MI-54844 QtlAD DIPLEXER F SCALE:N'S. 2 SCALE.N T S. `� SCREE:N T.S. 4580 RAOiD 151 822l4) -_ 44s5 - 8!0(i 0 48S 91213j MCOF1 _5853 - " x i6.T`r T3•(H:_w x o) x 45.6's 42Y M x o'L : 18.82•c 14.]6°x 5.]1°(4, s w=,D) - 871.SEE FOR NE LIE ._ CMS.x _ 4W LEE MODM WD MI FOR N2 MD VFE _ `375 1B3._ (NtRTi E #1W tB]31T� WElQKP.43 d85_. (! FEAW 1 14) WEGH6"1: 5"3!EW 5 15r �12X vmw 45.Y YEw FROM vw ]3. lass sar t' 11 vow 1i.7 2 lull € ( E0111 • z1A^ i t` € at €-_ f€- leer lHi ® su Ee �( ® - OPT4_1 2+8 p+N PORO3 OPTL1 2 CPM A F D FROM LEST ND 1 TO Rf (43-40(F) -CSY DO N 1 A- F LEFT Te' -6Y DC (2 4 (sEE sNEET 2) 1[3 Rt&8!F(NX10(F) ( SWEET 2) 91PPLY GroVNf 9 sUM y POWER GROUND 2� (19 1Yw S1WF4.Y IX LSD Al ® ® 43-10 o ONIERA9 ) ® mn ® ® ® ty 45-10 ANrBM A2 Elf ® 43-10 AKO E2 ® 2 14 (Lca+s . -&DONz 1 ao FOR RET FOR FWL A%s) 2 (2 FOR F L A w Atn FO tar(oav FULL ays) 5 (LC OR sFF4 r1 FOR FIAL ) A1B a E 2 242 CgPo 242 a 14 F (Lc s a FWi Flat PX9 SUPPLEMENTAL 4 34372-ERECSSON 44$0 RADIO 34373-ERICSSON 4460 RADIO B2125 B66 6 34376-ERICSSON 8863 RADIO FLEET NUMOER: :REISION: A_E NT9 N.s S—E NTS i NOTE:THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JAMES H.RICH III u Southold, NY 11971 Chairman OFFICE LOCATION: MIA JEALOUS-DANK CAI Town Hall Annex PIERCE RAFFERTY �� ' 54375 State Route 25 MAR"FIN H.SIDOR (cor. Main Rd. 8z Youngs Ave.) DONALD J. LCENSKZ �� lZ Southold, NY Telephone: 631 76.5-1938 www.southoldtownny.gov PLANNING- BOARD OFFICE TOWN OF SOUT'HOLD MEMORANDUM,, To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director i V Date: July 1, 2025 Re Planning Department Deport T-Mobile Upgrades at Orient Fire District 23300 Main Road, Orient S CTM#1000-18.-5-13.8 The Planning Department has conducted a review of the proposed modifications pursuant to §280-74 B(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report dated June 27, 2025). The proposed T-Mobile equipment upgrade is in compliance with the General Requirements of§280-70. The proposed equipment upgrade will not result in any visible changes to the exterior, as it involves removing and replacing antennas and related components, with all feedlines routed internally through the shaft of the concealed monopole. In addition, replacements of ground equipment will be contained within the existing fenced compound on the concrete pad. Therefore, we recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock for approvals of wireless facilities. Laserfiche Pile: Plan ning\Applications\Site Plans\Pending11000-18.-5-13.8 Wireless Facility at Orient Fire District\Upgrades1100-18.-5.13.8 Thank you for your cooperation. kys"calpe Town of Southold, Telecommunications Site Review CON S U L. T A N T S , I N C . Modification Application. 2423 S.Grange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:87, �+ 7_.220.4593 sv,v June 27, 2025 P131 0 L. t`" 71 1 C j M C Mara Cerezo, Planner Southold Town Planning Department JUN 3 0 2025 54375 NYS Route 25 SOU"THOLD TOWN P.O. Box 1179 PLAN,14ING BOARD � Southold,NY 11971 PROVIII:ER D/NAME: T-Mobile/L113 883A/Orient Fire Dept. TOWER OWNER/ID/NAME: American Tower Corp. /373337/Orient Point .ADDRESS: 23300 Main Road, Orient, NY 11957 LATITUDE: 41°08' 33.47"N LONGITUDE: 720 17' 58.16"W ST #• 1000-1 8.- -13.8. WIRELESS MASTER PLAN SITE#. S03 STRUCTURE: 99.2' Concealed Monopole (116.2' to Top of Highest Appurtenance) Dear Ms. Cerezo, At your request,on behalf of the Town of Southold("Town"), CityScape Consultants,Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has reviewed the above-referenced application submitted by Highlander Consultants, Inc. on behalf of T-Mobile ("Applicant") to upgrade its equipment on an existing 99.2 foot concealed monopole (unipole) tower and at ,ground level in the facility compound. The tower, owned by American Tower Corporation, is located at 23300 Main Road, Orient, New York in the Town of Southold, see Figure 1. The Orient Fire Department, the Town of Southold Police Department, Verizon, AT&T and Dish also operate at this site. The Town received the application on April 14,2025 and it was put on hold has incomplete. In emails sent to the Applicant between April 25, 2025 and June 20, 2025, CityScape directed the Applicant to resolve the following completeness deficiencies in its equipment modification. application: 1) Provide an RVEME human exposure analysis and report showing compliance with the FCC maximum RF energy levels and in accordance with.OET Bulletin 65.The analysis should include all current transmitters on the tower as well as the proposed modified T-Mobile facility. 2) Provide a structural analysis report demonstrating that the tower and its foundation can support the proposed T-Mobile equipment along with the equipment of the other carriers using the tower. 3) Provide a more legible copy of the construction drawing set. i Town of Southold--SC"T"M#1000-1 _5-1 . T-Mobile Modification/Site#L113 883A Page �� u t, A N T' S I N , The Applicant resubmitted all requested materials for review- on June 23, 2025 and the application was ready for CityScape's report. Sunnort S truc ture& E uli me t Since the monopole is a concealed facility, all four commercial wireless carriers at the facility have their antennas and other equipment mounted on a pole inside their own. individual "canisters"which hide the equipment from view and shield the equipment from exposure to wind. The Applicant occupies the topmost 10' canister, elevated between 89.2 and 99.2 feet above ground. According to the construction drawings (CDs)', the Applicant proposes to replace its existing three (3) antennas and six. (6) tower-mounted amplifiers (TMAs) with three (3) new upgraded antennas and six (6) TMAs. The centerline height of the antennas will remain at ninety- six. (96) feet above ground. All eighteen (18) existing 7/8" coax cables will remain inside the monopole, see.Figures 2 and 3. The final tower mounted equipment is detailed in the table below. FINAL TOWER-MOUNTED EQUIPMENT 963 Commscope FVV-65B-R3 Antennas w/Mounts Commscope TMAT19G21BL26-21 TMAs w/Mounts 18 Existing 7/8"Coax Cables(also installed inside monopole) At ground level in the existing fenced compound, on the 8'x 20' concrete equipment pad, the Applicant proposes to: 1) :Remove the Ericsson. R: S 6102 cabinet and replace it with two new Ericsson enclosures, a 6160 base station cabinet and a B 160 battery cabinet; and 2) Remove the equipment from the 6102 or relocate it to the new 6160 cabinet and install new equipment in the 6160 cabinet; and 3) Remove all nine (9) remote radio units (RRUs) from the H-frame on Applicant's concrete equipment pad and replace them with eight (8) RRUs and three (3) quad diplexers. The finial ground mounted equipment is detailed in the table below. FINAL GROUND-LEVEL EQUIPMENT ON T-MOBILE CONCRETE EQUIPMENT PAD mm 2 Cabinets:Ericsson 6160 w/Relocated and New Components,and B160 1 Existing Fiber Box 1 Existing Power Protection Cabinet 1 Existing H-Frame owo 1 Existing GPS Antenna attached to H-Frame 8 FEricsson RRUs attached to H-Frarne: (3)4460 B25+B66; (3)4480 B71+BSS; (2)8863 B41 3 Quad aiplexers attached to H-Frame:Kaelus MI-54844 B66/B25+B41 w1 Existing Canopy opy over Equipment ipment CDs prepared by A.T.Engineering Services,Rev 0, `FarrConstruction',dated 12/21/2024,signed and sealed by a New or .State Registered Professional Engineer. Town of Southold--SCTM#1 18-5-13.8 T-Mobile Modification/Site#LI t 3 883A clftscape l Structural al ss The Applicant submitted a structural analysis report' prepared by American Tower, dated December 16,2024,based on ANSI/TIA-222-I 12018 IBC/2020 New York.State Building Code, Risk. Category II and Exposure Category C standards. The analysis indicates that, after the Applicant's proposed modifications, the tower shaft would be at 37.6% of maximum usage capacity(out of an allowable 105%) and the base and foundation would be at 57.8% of maximum usage capacity (out of an allowable 110%). Thus, it is deter-pined that the structure, with the proposed equipment changes, would be structurally compliant,see Figure.5. x osure a ty` To verify RF exposure safety,the Applicant provided an RF/EE exposure assessment of the proposed installation based on mathematical worst-case calculations, prepared by Pinnacle Telecom Croup and dated June 20, 2025. The information provided within the study was found to be consistent With FCC guidelines and takes into account the operations of the Applicant's proposed modified facility and these of the existing facilities of verizon, AT&T, Dish and other facilities known to operate at this site. The ground level analysis indicates that the maximum RF exposure level is only 1.3 8% of the general public MPE level, see Figure 6, thus meeting the FCC exposure requirements in ground-level areas that are unrestricted. ulri.mar The proposed modification will not increase the height or girth of the tower, nor will it increase the size of the ground compound. The tower-mounted equipment will be entirely concealed behind the outer shell of the monopole as it was before and the canister will not be expanded. Thus, the proposal will preserve the concealment aspects of the tower and will not change its overall appearance. Also,the proposal Will result in a net increase of only one installed equipment cabinet in the Applicant's leased area. Due to these factors CityScape has determined that this application meets the requirements of an eligible facility in accordance with 47 CFR. §1.6100 of the FCC Rules and recommends approval for streamlined processing and administrative approval. f A l ca t is remlinded tl a a e t c .an yes that offer Ianne with n . from the submittedCDs a, , CDs be filed with the 'own for review and,a nova ,, AT&T has also submitted a permit to upgrade its equipment at this site,which is currently under review by Cityscape. AT&T's structural analysis is being revised due to a late change in its proposed equipment configuration.For reasons unknown, the new tower-mounted equipment proposed by AT&T is not referenced in American Tower's structural report for this T-Mobile application.It is likely that American Tower was either unaware of AT&T's planned upgrade or that the upgrade had not been finalized when this report was prepared. Town of Southold--SCTM#1000-18- -1 . C, are s T-Mobile Modification/Site##L113883A. ftse Page C 0 IN IS 1.11' 1., pAkN I. S , IN C . The.Applicant,being an FCC licensee, has an ongoing obligation in accordance with FCC Mules and the FCC Best Practices Guide to ensure that its facility does not cause interference to any other RF communications service and, if such interference occurs, to resolve the interference. I certify that, to the best of my knowledge, that all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. .All recommendations are based on technical merits without prejudice per prevailing laws and codes. CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural report,but we did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained in the structural report. Torn staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, B. Benjamin Evans Senior Project Engineer CityScape Consultants, Inc. Town of Southold—SCTM#100 -18- -1 . T-Mobile Modification/Site#Ll13883 OEMDeLorme Street Atlas USA@ 2009 J OVA r _ n - Om211, R� m ,nrrc�� f i" -1) Ile Ar IPA lot Figure 1 -- Site Location Map pe- i 0 Town of Southold---S T #1000-18-5-13,8 I f T-Mobile Modification/Site#L113 883A .Page d C) N S L T' A n .. I N C—C 141, ° V Oil ........... o MID I T-Mobi le Anten n a . - MpW fi m LIJ I� t 5 1 '� ��,` nv�y, ✓�Ewa �r �„�qr t� ,�,,, �.I /5 m vANx � w i a N.11'14 ZINC �n'N wr 1� rt All i Figure 2 —Elevation Drawing of Structure & Proposed Equipment Town of Southold—SCTM#1 00-1 -5-1 . T-Mobile Modification l Site##L113883A cft,sca� ,,gm Page 7 T IA N T' I N C u ING J4. 875"0 CANISTER CENTER T µel Al PROPOSED TT19C21 BL26-21 TMA r"N (2 PER SECTOR)(TYP.6) C 1 C1 131 PROPOSED FVV-658-R3 ANTENNA (1 PER SECTOR)(TYP.3) 1�Vol � F FINAL ANTENNA PLAN SCALE:N.T.S. .......... .. FINAL ANTENNA SCHEDULE LOCATION ANTENNA,SUMMARY NON ANTENNA SUMMARY �,, �, n ,»,,,,,»»»»»»»,»,,,,»»»»», ,n,nn,n,,n»,,,r,r,r,r,r, w „ ,n, .Y Y ... SECTOR FOCI PC�.S ANTENNA BAND 1'�EGMlELEC� STATUS At7C�1`iIC'�NAtL.TtC"I�IEF� STATUS Q TILT MOUNTED EQUIPMENT ALPHA 96' 28° Al FVV-65B-83 L7 ,�600,L1 Cl, 0013°"13& ,ADD (2)TMAwT'19Q21SUO-21 ADD L.2100,N1 ,N2 00 LT { I O L1 C BETA W 14T 13'1 �`VV-65B-R3 I��t+��},N1 f3,1�� 00130,3°' ADD (2')"I"MAT'19Q218�, 6-21 ADD LTaa NPOC1 0 J A�MMA, 2 ' C 1 EV"V-658-R3 L�2100,N 1 ,N2 0 041310.3 ADD (2)TIVIAT°19 .21 BL.2+6-2 1..................... ADD ............... ---------- Figure 3 -- Overhead View of Proposed Equipment Configuration Town of Southold—SCTM#1000-18-5-13.8 C,kylslcare T-Mobile Modification 1 Site#L113883A Page 8 C I IN u. L" A in S . I IN C . - ...... +" �prya me W T-Mobiles Lease Area 'X X'Ca%IM 12" VN ACE w UPGRADE FRCW T " CONFIGL*ATKXA '00N01 6„ rO REAdAVW N M tl Al w �w Jay I,� i p/4.M1.Ib FAR"NkM1,,..m �1;� f V'��U'iI.G4 I��.d�SC llp,,.,m�NIIII IilR i��4'"II'Iw'g) �k �C"fan" r E LFuI vy4 I�p'1 + mm H v .. PR�w WD 016? BATTERY CASMET 1 r+� P"ROP OSM C.. �c �I—LC6I.�RiEtl'11"�Gt �� tl Ilf�. Y CABINET EV Nam" " ^� YI " fir. I a,l � I " h � T-Mobile P�98 6630 r + Lease Area (1)CSR PM V2 IN= T-Mobile COAIC(Iete PKIPOSED 6,W CM INkV � EquIpment Pad MDPOSED U fi 5. F1 61 T`"Nye n`i "M P, a �1 Illµ ,`° fryp PROPI PROPOSE-0 ?�3 31 :figure 4 -- Ground Compound Plan Sketches Town of Southold—SCT #1000-18-5-13.8CIRY( Scalpe T-Mobile Modification/Site#L113 883 ► Page 9 U L T A N ...' A MER CAN 117430WER`° C 0 R P Q R A T 1 0 N Structural Analysis Report Structure 98 ft Canister Pole ATC Asset blame Orient Point ATC Asset plumber 373337 Engineering Dumber 14912180„ C3D2 Proposed Carrier T-MOBILE Carrier Site Name Orient Fire Dept. Carrier Site Number L113883A Site Location 23300 Main Road ORIENT, NY 11957-1102 41.142E°N,72.2995"'W County Suffolk Date December 16,2024 i �W�� rmummmmmmmmmmmuu�m Max Usage 58% IL 0 Analysis Result Pass ! Created By. o Kaushal Buclanur Structural Engineer I 102024 ned ------ Esha a,Moth CityScape Comments: Date.2024.12.16 O di Structural Us ages a Determined to be 15:39:47-051001 37. % of Maximum Tower Shaft Capacity and 5 .8% of Maximum Base/Foundation Capacity. COAL#0012746 T EngmeerIng servIces,U°,II:::.II:.. 1 II.m,:*rtrill.. rt°ri U' aurt:ri,A,ur,vet 15iimiu11i:?31II)'CVo 11,11 Ildlil„:I 1 !:U 11,jjj!i,I�I IIIV II W 9 1 I 1V1I.,ill,i�.51 14ll 11 vir �iv mjPm,2 r ii c ant ow_r c o r7 Figure 5 — Tower Structural Analysis Summary Town of Southold—SCTM#1000-l 8-5-13.8 T-Mobile Modification/Site#LI138$3A C;ftseape Page10 coNsuLrANrstNc PiNNACIETEIECOm GROUP Professional and Technical Services r ANTENNA SIOTE ACC RF Comp,11ANCE ASSESSMENT ANd REPORT fO,RMUNICIPAI SubMISSION PREPARECI fOR TooMobi"[E NORThEAST ILL SITE L113883A 23300 MAN ROAd ORIENT, DIY J u N E 20, 2025 Cityscape Comment: Maximum RF Exposure at Ground Level determined to be only 1.38% of the FCC General Population Maximum Public Exposure (MPE) Level. 14 RICIqECJA[E AVENUE - SuirE 260 • CECIAR Knolls, N1 07927 • 973-451-1630 Figure 6 —RF Exposure Assessment at Ground Level I tr'� Highlander Consultants, Inc. s V 6-f- April26, 2025 T (R-- En DP 0 2025 Town of Southold PO Box 1179 SOUTHOLD TOWN I'LANNiNG BOARD Southold, NY 11971 Attention: Ms.Jessica Michaelis, Planning Department Re:Application for building permit Applicant:T-Mobile Northeast LLC(1-I13883 Orient FD) Premises:Orient FD Cell tower 23300 Rt 25,Orient SCTM#: 1000-18-5-13.8 Dear Ms. Michaelis: Per your email dated April 16, 2025, enclosed herewith you will find our check number 7933 in the amount of$4000 to cover the deposit for the expert review per your Town Code §280-74A(4)(a). Please advise once this is approved. Thank you for your courtesy and cooperation in this matter. Very truly yours,'„„ 4 155 Carleton Avenue, East Islip,New York 11730 Telephone: 516-810-1117 Email: mrusso@highlanderinc.com Westermann, Caitlin From: Michaelis, Jessica Sent: Monday, April 28, 2025 8:28 AM To: Westermann, Caitlin Subject: FW: NY Southold T-Mobile 23300 Route 25 Orient Fire Department (LI13883) Attachments: STAMPED PDF. T-MOBILE, L113883A @ ATC 373337 Orient Point,NY. AE.REVO.pdf; STAMPED PDF. T-MOBILE @ 373337 Orient Point, NY. Structural Analysis .pdf Please add this email chain and the attached to the LF file for Tmobile upgrades at Orient Fire Dept. Thank you. From: Marie Russo<mrusso@ high landerinc.com> Sent: Saturday, April 26, 2025 2:04 PM To: Steve Webster<steve@cityscapegov.com> Cc: Michaelis,Jessica <jessica.michaelis@town.southo Id.ny.us>; elizabeth@cityscapegov.com Subject: RE: NY Southold T-Mobile 23300 Route 25 Orient Fire Department(1-113883) Hi Steve, Attached you will find the s/s CDs together with the Structural Analysis report. I am waiting on the RF/EME study report and will send over once I have it. Thanks, Marie From: Steve Webster<stev ( cit sca e aavecaarrr> Sent: Friday, April 25, 2025 7:51 PM To: Marie Russo< r_�assco.(2_highlanderinc.com> Cc: iessicam( southoldtownny:gc�v; IJ12beth_ac.Jjyscapegov.com Subject: NY Southold T-Mobile 23300 Route 25 Orient Fire Department Warning: Unusual sender<steve cit sca e,�ov.com> You don't usually receive emails from this address. Make sure you trust this sender before taking any actions. Marie, CityScape has received the documents submitted to the Town for this site modification application. After reviewing these materials, we didn't receive the following required documents: the Structural Analysis report and the RF/EME study report. Please submit these along with a clean PDF of the CD's (we have only a fairly low resolution scan of the CD's) in order for your application to be deemed complete. Since this is a stealth pole and the antennas are flush mounted to the pole, behind a shroud, a Mount Analysis structural study report isn't required. I thank you in advance for submitting these documents. Steve Webster i A ER1CAr4 '1rC)) ER C Ct R P 0 R A T 6 d N Structural Analysis Report Structure 98 ft Canister Pole ATC Asset Name Orient Point ATC Asset Number 373337 Engineering Number 14912180_0_02 Proposed Carrier T-MOBILE Carrier Site Name Orient Fire Dept. Carrier Site Number L113883A Site Location 23300 Main Road ORIENT, NY 11957-1102 41.1426° N, 72.2995° W County Suffolk Date December 16, 2024 Max Usage 58% ��QI RElp Analysis Result Pass c.�P,�pllSNgr 0,�� Created By: r* , Kaushal Budanur Z Structural Engineer 1 �`a 1 02024 ��+f`�is ned Esha s a Modi M O d I Date: 2024.12.16 15:39:47 -05'00' COA:#0012746 A.T.Engineering Services,PLLC--1 Fenton Main Street,Suite 300,Cary,INC 27511--Office 919-468-0112--Fax 919-466-5414--www.americantower.com r1491Z18U_C3_UZ A December 16, 2024 AMERICAN YCOWER~ Page Table of Contents Introduction ...........................................................................................................................................................................................3 SupportingDocuments.........................................................................................................................................................................2 Analysis...................................................................................................................................................................................................3 Conclusion..............................................................................................................................................................................................3 StructureUsages ...................................................................................................................................................................................4 MaximumReactions.............................................................................................................................................................................4 TowerLoading.......................................................................................................................................................................................S StandardCondhions-----------------------------------------------------Attamhed Calculations..............................................................................................................................................................................Attached ^rEnwneering Services,PLLC—/Fenton Main Street,Suite 300,Cary,mczsu—Office o19-^68-o/o—Fax y19-^66-5414—°w°"m"m"nt"we"co= Eng. Number 14912180_C3_02 ADecember 16, 2024 AMERICAN TCOWER' Page 3 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 98 ft Canister Pole tower to reflect the change in loading by T-MOBILE. Supporting Documents Nudd Drawing#105-12113-1,dated May 17, 2005 Tower: TEP Job#83145.589560,dated November 29, 2021 Foundation: Nudd Drawing#105-12113-2,dated May 17, 2005 Geotechnical: STB Project#05-074,dated May 4,2005 Modification: TEP Project#83145.142118, dated November 3,2017 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 125 mph (3-second gust) Basic Wind Speed w/Ice: 47 mph (3-second gust)w/ 1.07" radial ice concurrent Code(s): ANSI/TIA-222-1/2018 IBC/2020 New York Building Code Exposure Category: C Risk Category: 11 Topographic Factor Procedure: Method 1 Feature: Flat.... Crest Height(H): 0 ft Crest Length(L): 0 ft Spectral Response: So,=0.16,S.=0.06 Site Class: Default Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. A.T.Engineering Services,PLLC--1 Fenton Main Street,Suite 300,Cary,NC 27511--Office 919-468-0112--Fax 919-466-5414--www.americantower.com Eng. Number 14912180_C3_02 ADecember 16, 2024 AMERICAN TCOWER' Page 4 Structure Usages Structural Component Usage Control Result Pole Shaft 37.6% 1.2D+LOW Pass Serviceability Usage 9.1% 1.OD+LOW Pass Upper Flange Plate @ 88.3 ft 8.0% Plate Pass Base Plate @ 0.0 ft _57.8% _ Rods Pass Mat&Pier 42.5% Moment[Soil] Pass Maximum Reactions Foundation Moment(k-ft) Axial(k) Shear(k) Monopole Base _ 553.2 18.9 10.4 *Reactions shown reflect the results from the Load Case with maximum Moment excluding Overstrength Load Cases Structure base reactions were analyzed using available geotechnical and foundation information. A.T.Engineering Services,PLLC--1 Fenton Main Street,Suite 300,Cary,NC 27511--Office 919-468-0112--Fax 919-466-5414--www.americantower.com Eng. Number 14912180_C3_02 ADecember 16, 2024 AMERICAN TCOWER' Page 5 T-MOBILE Final Loading Elev(ft) Qty Equipment Lines 3 Commscope FVV-65B-R3 96.0 (18)7/8"Coax J 6 Commscope TMAT19G21BL26-21 93.0 1_ 34"0 Canister - Other Existing/Reserved Loading Elev(ft) Qty Equipment Lines 112.2 1 8'Omni 112.0 (1)7/8" Coax 104.3 1 8' Dipole 6 Amphenol Antel CWX063X13G00 85.0 (12)7/8"Coax 6 RFS FDAP5002/1C-31- 83.0 1 34"0 Canister 3_ CCI HPA-65F-BUU-H2 76.0 3 Commscope CBC71726-DP-2X (6)3/8" (0.38"-9.5mm) RET Control Cable 3 Quintel QS4658-3E (12)7/8"Coax 6 Commscope CBC782123-DS 73.0 1 34"0 Canister Commscope CDX623T-DS-T 66.0 3_ (12)7/8"Coax 3 Commscope FVV-65B-R3 63.0 1 34"0 Canister 53.2 1 14' Omni 52.0 (3)0.26" (6.6mm) Cable_ (4) 1/2" Coax 50.8 1 8'Omni 50.5 1 10' Dipole 48.8 1 6'Omni 48.0 4 Side Arm (If table breaks across pages,please see previous page for data in merged cells) A.T.Engineering Services,PLLC--1 Fenton Main Street,Suite 300,Cary,NC 27511--Office 919-468-0112--Fax 919-466-5414--www.americantower.com AMERICAN TOWER' Standard Conditions All engineering services performed by A.T. Engineering Services, PLLC are prepared on the basis that the information used is current and correct.This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts, and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of A.T. Engineering Services, PLLC It is the responsibility of the client to ensure that the information provided to A.T. Engineering Services, PLLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and A.T. Engineering Services, PLLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. A.T. Engineering Services, PLLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. A.T.Engineering Services,PLLC--1 Fenton Main Street,Suite 300,Cary,NC 27511--Office 919-468-0112--Fax 919-466-5414--www.americantower.com ASSET: Orient Point,373337 CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 ANALYSIS PARAMETERS POLE SECTION PROPERTIES Design Wind: 125 mph Ice Wind: 47 mph w/1.V ice Service Wind: 60 mph Flat Diameter(in) Joint Yield Length Thick Joint Length Pole Strength Risk Category: II Exposure: C So':0.063 Sps:0.160 Section (ft) Top Bottom (in) Type (in) Shape (ksi) Topo Factor: Method 1 Topo Feature: Flat 1 48.390 34.65 40.25 0.348 0.00 18 Sides 65 Structure Height: 98.33 ft Base Elevation: 0.00 ft Structure Type: Custom 2 14.670 34.04 35.74 0.272 Slip Joint 56.76 18 Sides 65 Base Diameter: 40.25 in Base Rotation: 0.00' Taper: 0.1160(in/ft) 3 10.000 13.10 13.10 0.532 Butt Joint 0.00 8 Sides 42 4 10.000 13.10 13.10 0.532 Butt Joint 0.00 8 Sides 42 5 10.000 13.10 13.10 0.532 Butt Joint 0.00 8 Sides 42 6 10.000 8.62 8.62 0.322 Butt Joint 0.00 Round 35 98"_3„"16t'16 DISCRETE APPURTENANCE LINEAR APPURTENANCE 1'0-'CY"' Elev To ,A6"""Thick, Elev(ft) Description (ft) Description (36 KSI1 112.2 (1)Generic 8'Omni 112.0 (1)7/8"Coax 88'3'"''16P'16 104.3 (1)Generic 8'Dipole 96.0 (18)7/8"Coax n 96.0 (3)Commscope FVV-65B-R3 85.0 (12)7/8"Coax 96.0 (6)Commscope TMAT19G21 BL26-21 76.0 (12)7/8"Coax 83'-SD" 17;32"T h i ck 93.0 (1)34"o Canister 76.0 (6)3/8"(0.38"-9.5mm)RET Control Cabl (42 KSI) 85.0 (6)RFS FDAP5002/1C-3L 66.0 (12)7/8"Coax 76^._.315 16 85.0 (6)Amphenol Antel CWX063X13G00 52.0 (3)0.26"(6.6mm)Cable 76-D" 83.0 (1)34"o Canister 52.0 (4)1/2"Coax 1 C,-cr 76.0 (3)Quintel QS4658-3E 73_iD" 17PK`Thick 76.0 (3)Commscope CBC71726-DP-2X (42 KSh 76.0 (3)CCI HPA-65F-BUU-H2 88 3'""16t'16 76.0 (6)Commscope CBC782123-DS 66-D" 73.0 (1)34"o Canister 1�ry._D' 66.0 (3)Commscope FVV-65B-R3 -' 17/32"Thick 66.0 (3)Commscope CDX623T-DS-T °42 KSI"t 63.0 (1)34"o Canister RS"3"15,,18 53.2 (1)Generic 14'Omni 50.8 (1)Generic 8'Omni 63"-2""3/8 50.5 (1)Generic 10'Dipole 48.8 (1)Generic 6'Omni R 6'8 48.0 (4)Generic Round Side Arm 48 148 8 9,iK 'Thick ,P18 Y,66 KSIV 57,,.„ 43T-7"16f16 48"4""11116 1'1/32"Thick, °6�KSIy >rra� GLOBAL BASE REACTIONS Moment Axial Shear Load Case (kip-ft) (kip) (kip) 1.2D+1.OW 553.17 18.94 10.36 0.9D+1.OW 551.38 14.20 10.35 1.2D+1.01)i+1.OWi 120.70 25.09 2.32 1.2D+1.OEv+1.OEh 42.21 18.41 0.65 0.9D-1.OEv+1.OEh 42.05 12.97 0.65 1.OD+1.0W 116.48 15.79 2.16 ©2007-2022 by ATC LLC.All rights reserved. Page 1 of 1 Model ID:113883.0 Scenario ID:347111.0 12/16/2024 12:24:47 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 ANALYSIS PARAMETERS Location: Suffolk County,NY Height: 98.33 ft Type and Shape: Custom,Round Base Diameter: 40.25 in Manufacturer: Undetermined Top Diameter: 34.00 in Kd(non-service): 0.95 Taper: 0.1160 in/ft Ke: 1.00 Rotation: 0.000, ICE&WIND PARAMETERS Risk Category: II Design Wind Speed: 125 mph Exposure Category: C Design Wind Speed wl Ice: 47 mph Design Ice Thickness: 1.07 in Topo Factor Procedure: Method 1 Crest Height(H): Oft Service Wind Speed: 60 mph Crest Length(L): Oft HMSL: 17.00 ft Feature: Flat Distance from Apex(x): Oft Upwind/Downwind: SEISMIC PARAMETERS Analysis Method: Equivalent Lateral Force Method Site Class: Default Period Based on Rayleigh Method(sec): 1.01 TL(sec): 6 P: 1 Cs: 0.041 Sds: 0.160 Sd1: 0.063 C.Max: 0.041 Cs Min: 0.030 LOAD CASES 1.2D+1.0W 125 mph Wind with No Ice 0.9D+1.0W 125 mph Wind with No Ice(Reduced DL) 1.2D+1.0Di+1.0Wi 47 mph Wind with 1.07"Radial Ice 1.2D+1.0Ev+1.0Eh Seismic 0.9D-1.OEv+1.OEh Seismic(Reduced DL) 1.0D+1.0W 60 mph Wind with No Ice 1.2D+1.0Ev+1.5Eh Seismic Overstrength 0.9D-1.OEv+1.5Eh Seismic Overstrength(Reduced DL) ©2007-2022 by ATC LLC.All rights reserved. Page 1 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSIMA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 SHAFT SECTION PROPERTIES Bottom Top Joint Length Thick Fy Joint Len Weight Dia Elev Area Ix Wit D/t Dia Elev Area Ix Wit D/t Taper Section A (in) (ksi) Type (in) (lb) (in) (ft) (in2) (in4) Ratio Ratio (in) A (in2) (in4) Ratio Ratio (in/ft) 1-18 48.39 0.3480 65 0.00 6,748 40.25 0.000 44.07 8,865.6 18.63 115.66 34.65 48.39 37.89 5,632.9 15.79 99.57 0.1157 2-18 14.67 0.2720 65 Slip 56.76 1,492 35.74 43.660 30.62 4,867.6 21.41 131.41 34.04 58.33 29.16 4,201.8 20.31 125.17 0.1157 3-8 10.00 0.5320 42 Butt 0.00 755 13.10 58.330 22.20 462.6 6.89 24.62 13.10 68.33 22.20 462.6 6.89 24.62 0.0000 4-8 10.00 0.5320 42 Butt 0.00 755 13.10 68.330 22.20 462.6 6.89 24.62 13.10 78.33 22.20 462.6 6.89 24.62 0.0000 5-8 10.00 0.5320 42 Butt 0.00 755 13.10 78.330 22.20 462.6 6.89 24.62 13.10 88.33 22.20 462.6 6.89 24.62 0.0000 6-R 10.00 0.3220 35 Butt 0.00 286 8.62 88.330 8.40 72.4 0.00 26.79 8.62 98.33 8.40 72.4 0.00 26.79 0.0000 Total Shaft Weight 10,791 DISCRETE APPURTENANCE PROPERTIES Attach No Ice Ice Elev Vert Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (lb) (sf) Factor (lb) (sf) Factor 112.20 Generic 8'Omni 1 1.00 0.000 25.00 2.400 1.00 66.74 4.280 1.00 104.30 Generic 8'Dipole 1 1.00 0.000 25.00 3.010 1.00 86.16 6.199 1.00 96.00 Commscope FVV-65B-R3 3 1.00 0.000 43.90 8.024 0.01 162.55 9.930 0.01 96.00 Commscope TMAT1 9G21 BL26-21 6 1.00 0.000 18.70 0.775 0.01 33.98 1.177 0.01 93.00 34"s Canister 1 1.00 0.000 365.40 14.620 1.00 538.58 21.549 1.00 85.00 RFS FDAP5002/1C-3L 6 1.00 0.000 6.40 0.450 0.01 15.68 0.760 0.01 85.00 Amphenol Antel CWX063X13G00 6 1.00 0.000 26.70 5.443 0.01 112.92 6.781 0.01 83.00 34"o Canister 1 1.00 0.000 365.40 4.750 1.00 536.59 6.975 1.00 76.00 Quintel QS4658-3E 3 1.00 0.000 68.00 5.553 0.01 167.08 6.901 0.01 76.00 CCI HPA-65F-BUU-H2 3 1.00 0.000 15.20 2.568 0.01 61.42 3.281 0.01 76.00 Commscope CBC71726-DP-2X 3 1.00 0.000 13.90 0.360 0.01 23.57 0.635 0.01 76.00 Commscope CBC782123-DS 6 1.00 0.000 13.00 0.727 0.01 24.62 1.109 0.01 73.00 34"o Canister 1 1.00 0.000 365.40 4.750 1.00 534.36 6.946 1.00 66.00 Commscope FVV-65B-R3 3 1.00 0.000 43.90 8.024 0.01 158.16 9.859 0.01 66.00 Commscope CDX623T-DS-T 3 1.00 0.000 10.10 0.371 0.01 19.49 0.656 0.01 63.00 34"o Canister 1 1.00 0.000 365.40 4.750 1.00 531.84 6.914 1.00 53.20 Generic 14'Omni 1 0.80 0.000 40.00 4.200 1.00 107.94 7.409 1.00 50.80 Generic 8'Omni 1 0.80 4.000 25.00 2.400 1.00 64.11 4.162 1.00 50.50 Generic 10'Dipole 1 0.80 0.000 30.00 3.760 1.00 101.35 7.597 1.00 48.80 Generic 6'Omni 1 0.80 0.000 25.00 1.760 1.00 54.44 2.563 1.00 48.00 Generic Round Side Arm 4 1.00 0.000 187.50 5.200 0.67 245.63 6.927 0.67 Totals Row Count:21 56 3,355.40 6,504.64 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth(deg):0.00 Elev Elev Distance Distance Distance From To Diameter Weight Max/ Between Between Azimuth From Exposed (ft) (ft) Qty Description (in) (lb/ft) Flat Row Rows(in) Cols(in) (deg) Face(in) To Wind Carrier 0.00 112.00 1 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N Other 0.00 96.00 18 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N T-MOBILE 0.00 85.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 76.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N AT&T MOBILITY 0.00 76.00 6 3/8"(0.38"-9.5mm)R 0.38 0.23 N 0 0 0 0 0 N AT&T MOBILITY 0.00 66.00 12 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N DISH WIRELESS L.L.C. 0.00 52.00 4 1/2"Coax 0.63 0.15 N 0 0 0 0 0 N Other 0.00 52.00 3 0.26"(6.6mm)Cable 0.26 0.03 N 0 0 0 0 0 N Other ©2007-2022 by ATC LLC.All rights reserved. Page 2 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSIMA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 SEGMENT PROPERTIES Seg Top Thick Flat Dia Area Ix W/t D/t F'y S Z Weight Elev(ft) Description (Max Length:5ft) (in) (in) (inz) (in4) Ratio Ratio (ksi) (in3) (in') (lb) 0.00 0.3480 40.250 44.072 8,865.60 18.63 115.66 79.5 433.8 0.0 0.0 5.00 0.3480 39.672 43.433 8,485.60 18.34 114.00 79.8 421.3 0.0 744.4 10.00 0.3480 39.093 42.794 8,116.50 18.04 112.34 80.2 408.9 0.0 733.5 15.00 0.3480 38.515 42.155 7,758.40 17.75 110.67 80.5 396.8 0.0 722.7 20.00 0.3480 37.936 41.516 7,410.90 17.46 109.01 80.9 384.8 0.0 711.8 25.00 0.3480 37.358 40.877 7,074.00 17.17 107.35 81.2 373.0 0.0 700.9 30.00 0.3480 36.779 40.238 6,747.40 16.87 105.69 81.6 361.3 0.0 690.0 35.00 0.3480 36.201 39.600 6,431.10 16.58 104.02 81.9 349.9 0.0 679.2 40.00 0.3480 35.622 38.961 6,124.70 16.29 102.36 82.2 338.6 0.0 668.3 43.66 Bot-Section 2 0.3480 35.199 38.493 5,906.80 16.07 101.15 82.5 330.5 0.0 482.3 45.00 0.3480 35.044 38.322 5,828.30 15.99 100.70 82.6 327.6 0.0 314.4 48.00 0.3480 34.696 37.938 5,655.10 15.82 99.70 82.6 321.0 0.0 698.9 48.39 Top-Section 1 0.2720 35.195 30.149 4,645.80 21.05 129.39 76.6 260.0 0.0 90.4 48.80 0.2720 35.148 30.108 4,626.90 21.02 129.22 76.7 259.3 0.0 42.0 50.00 0.2720 35.009 29.988 4,571.80 20.93 128.71 76.8 257.2 0.0 122.7 50.50 0.2720 34.951 29.938 4,549.00 20.89 128.50 76.8 256.4 0.0 51.0 50.80 0.2720 34.916 29.908 4,535.40 20.87 128.37 76.9 255.8 0.0 30.5 53.20 0.2720 34.639 29.669 4,427.20 20.69 127.35 77.1 251.7 0.0 243.3 55.00 0.2720 34.431 29.489 4,347.20 20.56 126.58 77.2 248.7 0.0 181.2 58.33 Top-Section 2 0.2720 34.045 29.156 4,201.80 20.31 125.17 77.5 243.1 0.0 332.3 58.33 Bot-Section 3 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 60.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 126.1 63.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 226.6 65.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 151.1 66.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 75.5 68.33 Top-Section 3 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 176.0 68.33 Bot-Section 4 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 70.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 126.1 73.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 226.6 75.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 151.1 76.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 75.5 78.33 Top-Section 4 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 176.0 78.33 Bot-Section 5 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 80.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 126.1 83.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 226.6 85.00 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 151.1 88.33 Top-Section 5 0.5320 13.100 22.198 462.60 6.89 24.62 52.1 65.2 0.0 251.5 88.33 Bot-Section 6 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 90.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 47.7 93.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 85.7 95.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 57.2 96.00 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 28.6 98.33 0.3220 8.625 8.399 72.40 0.00 26.79 35 16.8 22.2 66.6 Total: 10,791.5 CALCULATED FORCES Load Case:1.2D+1.OW 125 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.20 Wind Load Factor: 1.00 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -18.94 -10.36 0.00 -553.2 0.00 553.17 3,152.87 773.47 2,787.69 2,586.32 0 0 0.220 5.00 -17.91 -9.95 0.00 -501.4 0.00 501.40 3,120.63 762.25 2,707.46 2,522.45 0.05 -0.08 0.205 10.00 -16.90 -9.54 0.00 -451.7 0.00 451.67 3,088.00 751.04 2,628.39 2,459.03 0.18 -0.16 0.189 15.00 -15.90 -9.12 0.00 -404.0 0.00 403.99 3,054.98 739.83 2,550.50 2,396.08 0.39 -0.24 0.174 20.00 -14.92 -8.70 0.00 -358.4 0.00 358.37 3,021.55 728.61 2,473.78 2,333.62 0.68 -0.31 0.159 25.00 -13.95 -8.25 0.00 -314.9 0.00 314.89 2,987.73 717.40 2,398.23 2,271.66 1.04 -0.37 0.143 30.00 -12.99 -7.79 0.00 -273.6 0.00 273.64 2,953.52 706.19 2,323.85 2,210.22 1.46 -0.43 0.128 ©2007-2022 by ATC LLC.All rights reserved. Page 3 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 CALCULATED FORCES 35.00 -12.05 -7.32 0.00 -234.7 0.00 234.68 2,918.90 694.97 2,250.65 2,149.30 1.95 -0.49 0.113 40.00 -11.13 -6.91 0.00 -198.1 0.00 198.07 2,883.89 683.76 2,178.61 2,088.93 2.48 -0.53 0.099 43.66 -10.46 -6.67 0.00 -172.8 0.00 172.79 2,858.01 675.55 2,126.63 2,045.09 2.91 -0.57 0.088 45.00 -10.05 -6.45 0.00 -163.8 0.00 163.85 2,847.10 672.54 2,107.75 2,028.13 3.07 -0.58 0.084 48.00 -8.25 -5.64 0.00 -144.5 0.00 144.50 2,818.62 665.82 2,065.79 1,987.55 3.44 -0.6 0.076 48.39 -8.13 -5.60 0.00 -142.3 0.00 142.30 2,079.55 529.12 1,669.02 1,494.40 3.49 -0.6 0.099 48.80 -8.04 -5.46 0.00 -140.0 0.00 140.00 2,077.70 528.40 1,664.49 1,491.03 3.54 -0.61 0.098 50.00 -7.86 -5.37 0.00 -133.5 0.00 133.46 2,072.29 526.30 1,651.27 1,481.18 3.69 -0.62 0.094 50.50 -7.76 -5.20 0.00 -130.8 0.00 130.77 2,070.03 525.42 1,645.77 1,477.08 3.76 -0.62 0.092 50.80 -7.68 -4.97 0.00 -128.8 0.00 128.85 2,068.67 524.89 1,642.48 1,474.62 3.8 -0.62 0.091 53.20 -7.29 -4.61 0.00 -116.9 0.00 116.92 2,057.74 520.69 1,616.26 1,454.98 4.11 -0.64 0.084 55.00 -7.03 -4.36 0.00 -108.6 0.00 108.62 2,049.48 517.53 1,596.73 1,440.30 4.36 -0.65 0.079 58.33 -6.56 -4.13 0.00 -94.1 0.00 94.11 2,034.07 511.69 1,560.92 1,413.22 4.82 -0.68 0.070 58.33 -6.56 -4.13 0.00 -94.1 0.00 94.11 1,040.47 251.73 328.14 254.85 4.82 -0.68 0.376 60.00 -6.36 -3.98 0.00 -87.2 0.00 87.20 1,040.47 251.73 328.14 254.85 5.06 -0.69 0.349 63.00 -5.58 -3.59 0.00 -75.2 0.00 75.25 1,040.47 251.73 328.14 254.85 5.54 -0.84 0.301 65.00 -5.35 -3.49 0.00 -68.1 0.00 68.07 1,040.47 251.73 328.14 254.85 5.91 -0.92 0.272 66.00 -5.04 -3.37 0.00 -64.6 0.00 64.58 1,040.47 251.73 328.14 254.85 6.11 -0.96 0.258 68.33 -4.78 -3.23 0.00 -56.7 0.00 56.74 1,040.47 251.73 328.14 254.85 6.6 -1.05 0.227 70.00 -4.60 -3.07 0.00 -51.4 0.00 51.35 1,040.47 251.73 328.14 254.85 6.98 -1.11 0.206 73.00 -3.84 -2.65 0.00 -42.1 0.00 42.13 1,040.47 251.73 328.14 254.85 7.7 -1.19 0.169 75.00 -3.62 -2.55 0.00 -36.8 0.00 36.83 1,040.47 251.73 328.14 254.85 8.21 -1.24 0.148 76.00 -3.07 -2.40 0.00 -34.3 0.00 34.28 1,040.47 251.73 328.14 254.85 8.47 -1.26 0.138 78.33 -2.83 -2.26 0.00 -28.7 0.00 28.68 1,040.47 251.73 328.14 254.85 9.1 -1.31 0.115 80.00 -2.66 -2.09 0.00 -24.9 0.00 24.91 1,040.47 251.73 328.14 254.85 9.56 -1.34 0.100 83.00 -1.92 -1.66 0.00 -18.6 0.00 18.64 1,040.47 251.73 328.14 254.85 10.42 -1.38 0.075 85.00 -1.48 -1.44 0.00 -15.3 0.00 15.33 1,040.47 251.73 328.14 254.85 11 -1.4 0.062 88.33 -1.16 -1.29 0.00 -10.6 0.00 10.55 1,040.47 251.73 328.14 254.85 11.98 -1.42 0.043 88.33 -1.16 -1.29 0.00 -10.6 0.00 10.55 264.58 79.37 57.94 58.30 11.98 -1.42 0.186 90.00 -1.09 -1.24 0.00 -8.4 0.00 8.39 264.58 79.37 57.94 58.30 12.48 -1.43 0.148 93.00 -0.55 -0.41 0.00 -4.7 0.00 4.68 264.58 79.37 57.94 58.30 13.41 -1.51 0.082 95.00 -0.47 -0.38 0.00 -3.8 0.00 3.85 264.58 79.37 57.94 58.30 14.05 -1.54 0.068 96.00 -0.13 -0.32 0.00 -3.5 0.00 3.47 264.58 79.37 57.94 58.30 14.38 -1.56 0.060 98.33 0.00 -0.31 0.00 -2.7 0.00 2.73 264.58 79.37 57.94 58.30 15.14 -1.59 0.047 ©2007-2022 by ATC LLC.All rights reserved. Page 4 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 CALCULATED FORCES Load Case:0.9D+1.OW 125 mph Wind with No Ice(Reduced DL) 21 Iterations Gust Response Factor: 1.10 Dead load Factor: 0.90 Wind Load Factor: 1.00 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -14.20 -10.35 0.00 -551.4 0.00 551.38 3,152.87 773.47 2,787.69 2,586.32 0 0 0.218 5.00 -13.43 -9.94 0.00 -499.6 0.00 499.62 3,120.63 762.25 2,707.46 2,522.45 0.05 -0.08 0.203 10.00 -12.66 -9.52 0.00 -450.0 0.00 449.95 3,088.00 751.04 2,628.39 2,459.03 0.18 -0.16 0.187 15.00 -11.91 -9.10 0.00 -402.3 0.00 402.34 3,054.98 739.83 2,550.50 2,396.08 0.39 -0.24 0.172 20.00 -11.17 -8.67 0.00 -356.8 0.00 356.81 3,021.55 728.61 2,473.78 2,333.62 0.68 -0.31 0.157 25.00 -10.45 -8.23 0.00 -313.4 0.00 313.45 2,987.73 717.40 2,398.23 2,271.66 1.04 -0.37 0.142 30.00 -9.73 -7.76 0.00 -272.3 0.00 272.32 2,953.52 706.19 2,323.85 2,210.22 1.46 -0.43 0.127 35.00 -9.02 -7.29 0.00 -233.5 0.00 233.50 2,918.90 694.97 2,250.65 2,149.30 1.94 -0.48 0.112 40.00 -8.33 -6.88 0.00 -197.0 0.00 197.02 2,883.89 683.76 2,178.61 2,088.93 2.47 -0.53 0.097 43.66 -7.83 -6.64 0.00 -171.8 0.00 171.84 2,858.01 675.55 2,126.63 2,045.09 2.89 -0.56 0.087 45.00 -7.52 -6.43 0.00 -162.9 0.00 162.94 2,847.10 672.54 2,107.75 2,028.13 3.05 -0.57 0.083 48.00 -6.17 -5.62 0.00 -143.7 0.00 143.67 2,818.62 665.82 2,065.79 1,987.55 3.42 -0.6 0.075 48.39 -6.08 -5.58 0.00 -141.5 0.00 141.48 2,079.55 529.12 1,669.02 1,494.40 3.47 -0.6 0.098 48.80 -6.02 -5.44 0.00 -139.2 0.00 139.19 2,077.70 528.40 1,664.49 1,491.03 3.52 -0.6 0.096 50.00 -5.88 -5.35 0.00 -132.7 0.00 132.67 2,072.29 526.30 1,651.27 1,481.18 3.68 -0.61 0.093 50.50 -5.80 -5.17 0.00 -130.0 0.00 129.99 2,070.03 525.42 1,645.77 1,477.08 3.74 -0.62 0.091 50.80 -5.75 -4.95 0.00 -128.1 0.00 128.08 2,068.67 524.89 1,642.48 1,474.62 3.78 -0.62 0.090 53.20 -5.46 -4.59 0.00 -116.2 0.00 116.20 2,057.74 520.69 1,616.26 1,454.98 4.1 -0.64 0.083 55.00 -5.26 -4.34 0.00 -107.9 0.00 107.93 2,049.48 517.53 1,596.73 1,440.30 4.34 -0.65 0.078 58.33 -4.91 -4.11 0.00 -93.5 0.00 93.49 2,034.07 511.69 1,560.92 1,413.22 4.8 -0.67 0.069 58.33 -4.91 -4.11 0.00 -93.5 0.00 93.49 1,040.47 251.73 328.14 254.85 4.8 -0.67 0.372 60.00 -4.76 -3.96 0.00 -86.6 0.00 86.62 1,040.47 251.73 328.14 254.85 5.04 -0.68 0.345 63.00 -4.17 -3.57 0.00 -74.7 0.00 74.74 1,040.47 251.73 328.14 254.85 5.52 -0.83 0.297 65.00 -4.00 -3.47 0.00 -67.6 0.00 67.60 1,040.47 251.73 328.14 254.85 5.88 -0.92 0.269 66.00 -3.77 -3.34 0.00 -64.1 0.00 64.13 1,040.47 251.73 328.14 254.85 6.08 -0.96 0.255 68.33 -3.57 -3.21 0.00 -56.4 0.00 56.35 1,040.47 251.73 328.14 254.85 6.57 -1.05 0.225 70.00 -3.43 -3.05 0.00 -51.0 0.00 50.99 1,040.47 251.73 328.14 254.85 6.95 -1.1 0.204 73.00 -2.87 -2.63 0.00 -41.8 0.00 41.85 1,040.47 251.73 328.14 254.85 7.67 -1.19 0.167 75.00 -2.70 -2.52 0.00 -36.6 0.00 36.59 1,040.47 251.73 328.14 254.85 8.17 -1.23 0.146 76.00 -2.29 -2.39 0.00 -34.1 0.00 34.06 1,040.47 251.73 328.14 254.85 8.43 -1.26 0.136 78.33 -2.11 -2.24 0.00 -28.5 0.00 28.50 1,040.47 251.73 328.14 254.85 9.06 -1.3 0.114 80.00 -1.98 -2.07 0.00 -24.8 0.00 24.76 1,040.47 251.73 328.14 254.85 9.52 -1.33 0.099 83.00 -1.43 -1.64 0.00 -18.5 0.00 18.54 1,040.47 251.73 328.14 254.85 10.37 -1.37 0.074 85.00 -1.11 -1.43 0.00 -15.2 0.00 15.25 1,040.47 251.73 328.14 254.85 10.95 -1.39 0.061 88.33 -0.86 -1.28 0.00 -10.5 0.00 10.50 1,040.47 251.73 328.14 254.85 11.92 -1.42 0.042 88.33 -0.86 -1.28 0.00 -10.5 0.00 10.50 264.58 79.37 57.94 58.30 11.92 -1.42 0.184 90.00 -0.81 -1.23 0.00 -8.4 0.00 8.36 264.58 79.37 57.94 58.30 12.42 -1.43 0.147 93.00 -0.41 -0.41 0.00 -4.7 0.00 4.67 264.58 79.37 57.94 58.30 13.34 -1.5 0.082 95.00 -0.35 -0.38 0.00 -3.8 0.00 3.85 264.58 79.37 57.94 58.30 13.98 -1.54 0.067 96.00 -0.10 -0.32 0.00 -3.5 0.00 3.47 264.58 79.37 57.94 58.30 14.3 -1.55 0.060 98.33 0.00 -0.31 0.00 -2.7 0.00 2.73 264.58 79.37 57.94 58.30 15.07 -1.58 0.047 ©2007-2022 by ATC LLC.All rights reserved. Page 5 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 CALCULATED FORCES Load Case:1.2D+1.ODi+1.OWi 47 mph Wind with 1.07"Radial Ice 20 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor 1.00 Dead load Factor: 1.20 Ice Importance Factor 1.00 Wind Load Factor: 1.00 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -25.09 -2.32 0.00 -120.7 0.00 120.70 3,152.87 773.47 2,787.69 2,586.32 0 0 0.055 5.00 -23.86 -2.22 0.00 -109.1 0.00 109.13 3,120.63 762.25 2,707.46 2,522.45 0.01 -0.02 0.051 10.00 -22.63 -2.12 0.00 -98.0 0.00 98.04 3,088.00 751.04 2,628.39 2,459.03 0.04 -0.04 0.047 15.00 -21.40 -2.02 0.00 -87.4 0.00 87.45 3,054.98 739.83 2,550.50 2,396.08 0.09 -0.05 0.044 20.00 -20.18 -1.91 0.00 -77.4 0.00 77.36 3,021.55 728.61 2,473.78 2,333.62 0.15 -0.07 0.040 25.00 -18.97 -1.81 0.00 -67.8 0.00 67.78 2,987.73 717.40 2,398.23 2,271.66 0.23 -0.08 0.036 30.00 -17.77 -1.69 0.00 -58.8 0.00 58.75 2,953.52 706.19 2,323.85 2,210.22 0.32 -0.09 0.033 35.00 -16.59 -1.58 0.00 -50.3 0.00 50.29 2,918.90 694.97 2,250.65 2,149.30 0.42 -0.11 0.029 40.00 -15.41 -1.48 0.00 -42.4 0.00 42.39 2,883.89 683.76 2,178.61 2,088.93 0.54 -0.12 0.026 43.66 -14.56 -1.42 0.00 -37.0 0.00 36.99 2,858.01 675.55 2,126.63 2,045.09 0.63 -0.12 0.023 45.00 -14.09 -1.36 0.00 -35.1 0.00 35.09 2,847.10 672.54 2,107.75 2,028.13 0.66 -0.12 0.022 48.00 -11.94 -1.20 0.00 -31.0 0.00 31.00 2,818.62 665.82 2,065.79 1,987.55 0.74 -0.13 0.020 48.39 -11.80 -1.19 0.00 -30.5 0.00 30.53 2,079.55 529.12 1,669.02 1,494.40 0.76 -0.13 0.026 48.80 -11.67 -1.16 0.00 -30.0 0.00 30.04 2,077.70 528.40 1,664.49 1,491.03 0.77 -0.13 0.026 50.00 -11.43 -1.14 0.00 -28.6 0.00 28.65 2,072.29 526.30 1,651.27 1,481.18 0.8 -0.13 0.025 50.50 -11.24 -1.09 0.00 -28.1 0.00 28.08 2,070.03 525.42 1,645.77 1,477.08 0.81 -0.13 0.024 50.80 -11.13 -1.03 0.00 -27.7 0.00 27.67 2,068.67 524.89 1,642.48 1,474.62 0.82 -0.13 0.024 53.20 -10.55 -0.94 0.00 -25.2 0.00 25.19 2,057.74 520.69 1,616.26 1,454.98 0.89 -0.14 0.022 55.00 -10.21 -0.88 0.00 -23.5 0.00 23.49 2,049.48 517.53 1,596.73 1,440.30 0.94 -0.14 0.021 58.33 -9.56 -0.83 0.00 -20.6 0.00 20.56 2,034.07 511.69 1,560.92 1,413.22 1.04 -0.15 0.019 58.33 -9.56 -0.83 0.00 -20.6 0.00 20.56 1,040.47 251.73 328.14 254.85 1.04 -0.15 0.090 60.00 -9.33 -0.81 0.00 -19.2 0.00 19.17 1,040.47 251.73 328.14 254.85 1.09 -0.15 0.084 63.00 -8.36 -0.73 0.00 -16.8 0.00 16.75 1,040.47 251.73 328.14 254.85 1.2 -0.18 0.074 65.00 -8.08 -0.72 0.00 -15.3 0.00 15.29 1,040.47 251.73 328.14 254.85 1.28 -0.2 0.068 66.00 -7.46 -0.70 0.00 -14.6 0.00 14.57 1,040.47 251.73 328.14 254.85 1.32 -0.21 0.064 68.33 -7.15 -0.67 0.00 -13.0 0.00 12.95 1,040.47 251.73 328.14 254.85 1.43 -0.23 0.058 70.00 -6.93 -0.65 0.00 -11.8 0.00 11.82 1,040.47 251.73 328.14 254.85 1.51 -0.24 0.053 73.00 -5.97 -0.57 0.00 -9.9 0.00 9.87 1,040.47 251.73 328.14 254.85 1.67 -0.26 0.044 75.00 -5.70 -0.55 0.00 -8.7 0.00 8.73 1,040.47 251.73 328.14 254.85 1.78 -0.27 0.040 76.00 -4.71 -0.53 0.00 -8.2 0.00 8.18 1,040.47 251.73 328.14 254.85 1.84 -0.28 0.037 78.33 -4.41 -0.50 0.00 -7.0 0.00 6.95 1,040.47 251.73 328.14 254.85 1.98 -0.29 0.032 80.00 -4.20 -0.47 0.00 -6.1 0.00 6.12 1,040.47 251.73 328.14 254.85 2.08 -0.3 0.028 83.00 -3.25 -0.39 0.00 -4.7 0.00 4.69 1,040.47 251.73 328.14 254.85 2.27 -0.31 0.022 85.00 -2.31 -0.35 0.00 -3.9 0.00 3.91 1,040.47 251.73 328.14 254.85 2.4 -0.31 0.018 88.33 -1.90 -0.32 0.00 -2.7 0.00 2.74 1,040.47 251.73 328.14 254.85 2.62 -0.32 0.013 88.33 -1.90 -0.32 0.00 -2.7 0.00 2.74 264.58 79.37 57.94 58.30 2.62 -0.32 0.054 90.00 -1.81 -0.30 0.00 -2.2 0.00 2.20 264.58 79.37 57.94 58.30 2.73 -0.32 0.045 93.00 -1.07 -0.12 0.00 -1.3 0.00 1.29 264.58 79.37 57.94 58.30 2.94 -0.34 0.026 95.00 -0.96 -0.11 0.00 -1.0 0.00 1.05 264.58 79.37 57.94 58.30 3.09 -0.35 0.022 96.00 -0.25 -0.09 0.00 -0.9 0.00 0.94 264.58 79.37 57.94 58.30 3.16 -0.36 0.017 98.33 0.00 -0.09 0.00 -0.7 0.00 0.73 264.58 79.37 57.94 58.30 3.34 -0.36 0.012 ©2007-2022 by ATC LLC.All rights reserved. Page 6 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 CALCULATED FORCES Load Case:1.OD+1.OW 60 mph Wind with No Ice 20 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.00 Wind Load Factor: 1.00 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -15.79 -2.16 0.00 -116.5 0.00 116.48 3,152.87 773.47 2,787.69 2,586.32 0 0 0.050 5.00 -14.94 -2.08 0.00 -105.7 0.00 105.66 3,120.63 762.25 2,707.46 2,522.45 0.01 -0.02 0.047 10.00 -14.11 -1.99 0.00 -95.3 0.00 95.28 3,088.00 751.04 2,628.39 2,459.03 0.04 -0.03 0.043 15.00 -13.28 -1.91 0.00 -85.3 0.00 85.32 3,054.98 739.83 2,550.50 2,396.08 0.08 -0.05 0.040 20.00 -12.47 -1.82 0.00 -75.8 0.00 75.78 3,021.55 728.61 2,473.78 2,333.62 0.14 -0.07 0.037 25.00 -11.67 -1.73 0.00 -66.7 0.00 66.69 2,987.73 717.40 2,398.23 2,271.66 0.22 -0.08 0.033 30.00 -10.88 -1.63 0.00 -58.1 0.00 58.06 2,953.52 706.19 2,323.85 2,210.22 0.31 -0.09 0.030 35.00 -10.10 -1.53 0.00 -49.9 0.00 49.91 2,918.90 694.97 2,250.65 2,149.30 0.41 -0.1 0.027 40.00 -9.33 -1.45 0.00 -42.2 0.00 42.23 2,883.89 683.76 2,178.61 2,088.93 0.52 -0.11 0.023 43.66 -8.77 -1.40 0.00 -36.9 0.00 36.93 2,858.01 675.55 2,126.63 2,045.09 0.61 -0.12 0.021 45.00 -8.43 -1.36 0.00 -35.0 0.00 35.05 2,847.10 672.54 2,107.75 2,028.13 0.65 -0.12 0.020 48.00 -6.92 -1.19 0.00 -31.0 0.00 30.99 2,818.62 665.82 2,065.79 1,987.55 0.73 -0.13 0.018 48.39 -6.82 -1.18 0.00 -30.5 0.00 30.52 2,079.55 529.12 1,669.02 1,494.40 0.74 -0.13 0.024 48.80 -6.75 -1.15 0.00 -30.0 0.00 30.04 2,077.70 528.40 1,664.49 1,491.03 0.75 -0.13 0.023 50.00 -6.60 -1.13 0.00 -28.7 0.00 28.66 2,072.29 526.30 1,651.27 1,481.18 0.78 -0.13 0.023 50.50 -6.51 -1.10 0.00 -28.1 0.00 28.09 2,070.03 525.42 1,645.77 1,477.08 0.79 -0.13 0.022 50.80 -6.45 -1.05 0.00 -27.7 0.00 27.69 2,068.67 524.89 1,642.48 1,474.62 0.8 -0.13 0.022 53.20 -6.12 -0.98 0.00 -25.2 0.00 25.17 2,057.74 520.69 1,616.26 1,454.98 0.87 -0.14 0.020 55.00 -5.90 -0.92 0.00 -23.4 0.00 23.41 2,049.48 517.53 1,596.73 1,440.30 0.92 -0.14 0.019 58.33 -5.50 -0.88 0.00 -20.3 0.00 20.33 2,034.07 511.69 1,560.92 1,413.22 1.02 -0.14 0.017 58.33 -5.50 -0.88 0.00 -20.3 0.00 20.33 1,040.47 251.73 328.14 254.85 1.02 -0.14 0.085 60.00 -5.34 -0.85 0.00 -18.9 0.00 18.87 1,040.47 251.73 328.14 254.85 1.07 -0.15 0.079 63.00 -4.69 -0.77 0.00 -16.3 0.00 16.32 1,040.47 251.73 328.14 254.85 1.17 -0.18 0.069 65.00 -4.50 -0.75 0.00 -14.8 0.00 14.79 1,040.47 251.73 328.14 254.85 1.25 -0.2 0.062 66.00 -4.25 -0.72 0.00 -14.0 0.00 14.05 1,040.47 251.73 328.14 254.85 1.29 -0.21 0.059 68.33 -4.03 -0.69 0.00 -12.4 0.00 12.37 1,040.47 251.73 328.14 254.85 1.4 -0.22 0.052 70.00 -3.88 -0.66 0.00 -11.2 0.00 11.21 1,040.47 251.73 328.14 254.85 1.48 -0.24 0.048 73.00 -3.24 -0.57 0.00 -9.2 0.00 9.24 1,040.47 251.73 328.14 254.85 1.63 -0.26 0.039 75.00 -3.06 -0.55 0.00 -8.1 0.00 8.09 1,040.47 251.73 328.14 254.85 1.74 -0.27 0.035 76.00 -2.60 -0.52 0.00 -7.5 0.00 7.54 1,040.47 251.73 328.14 254.85 1.8 -0.27 0.032 78.33 -2.40 -0.49 0.00 -6.3 0.00 6.32 1,040.47 251.73 328.14 254.85 1.93 -0.28 0.027 80.00 -2.26 -0.46 0.00 -5.5 0.00 5.50 1,040.47 251.73 328.14 254.85 2.03 -0.29 0.024 83.00 -1.63 -0.37 0.00 -4.1 0.00 4.13 1,040.47 251.73 328.14 254.85 2.22 -0.3 0.018 85.00 -1.26 -0.32 0.00 -3.4 0.00 3.39 1,040.47 251.73 328.14 254.85 2.34 -0.3 0.015 88.33 -0.99 -0.29 0.00 -2.3 0.00 2.31 1,040.47 251.73 328.14 254.85 2.56 -0.31 0.010 88.33 -0.99 -0.29 0.00 -2.3 0.00 2.31 264.58 79.37 57.94 58.30 2.56 -0.31 0.043 90.00 -0.93 -0.27 0.00 -1.8 0.00 1.83 264.58 79.37 57.94 58.30 2.66 -0.31 0.035 93.00 -0.47 -0.10 0.00 -1.0 0.00 1.00 264.58 79.37 57.94 58.30 2.86 -0.33 0.019 95.00 -0.40 -0.09 0.00 -0.8 0.00 0.81 264.58 79.37 57.94 58.30 3 -0.33 0.015 96.00 -0.12 -0.07 0.00 -0.7 0.00 0.72 264.58 79.37 57.94 58.30 3.07 -0.34 0.013 98.33 0.00 -0.07 0.00 -0.6 0.00 0.56 264.58 79.37 57.94 58.30 3.24 -0.34 0.010 ©2007-2022 by ATC LLC.All rights reserved. Page 7 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 EQUIVALENT LATERAL FORCES METHOD ANALYSIS Design Spectral Response Acceleration at Short Period(Sds): 0.160 Design Spectral Response Acceleration at 1.0 Second Period(Shc): 0.063 Long-Period Transition Period(TL-Seconds): 6 Importance Factor(le): 1.000 Response Modification Coefficient(R): 1.500 Seismic Response Coefficient(CS): 0.041 Upper Limit Cs: 0.041 Lower Limit Cs: 0.030 Period based on Rayleigh Method(sec): 1.010 Redundancy Factor(p): 1.000 Seismic Force Distribution Exponent(k): 1.260 Total Unfactored Dead Load: 15.790 k Seismic Base Shear(E): 0.650 k SEISMIC FORCES 1.2D+1.0Ev+1.OEh Seismic Height Above Base Weight Wz Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) Cy, (lb) (lb) 38 97.165 67 21 0.010 7 83 37 95.5 35 11 0.005 3 43 36 94 70 21 0.010 7 86 35 91.5 105 30 0.015 10 129 34 89.165 58 16 0.008 5 72 33 86.665 272 74 0.036 23 336 32 84 172 45 0.022 14 211 31 81.5 257 65 0.031 20 317 30 79.165 143 35 0.017 11 176 29 77.165 200 47 0.022 15 246 28 75.5 91 21 0.010 7 112 27 74 182 41 0.020 13 224 26 71.5 273 58 0.028 18 337 25 69.165 152 31 0.015 10 187 24 67.165 212 42 0.020 13 262 23 65.5 95 18 0.009 6 117 22 64 190 35 0.017 11 234 21 61.5 285 50 0.024 16 351 20 59.165 159 27 0.013 8 196 19 56.665 397 63 0.030 20 489 18 54.1 216 33 0.016 10 267 17 52 291 42 0.020 13 358 16 50.65 37 5 0.002 2 45 15 50.25 61 8 0.004 3 75 14 49.4 147 20 0.010 6 181 13 48.595 50 7 0.003 2 62 12 48.195 98 13 0.006 4 121 11 46.5 760 95 0.045 30 936 10 44.33 342 40 0.019 13 421 9 41.83 556 61 0.029 19 685 8 37.5 769 73 0.035 23 948 7 32.5 780 62 0.030 19 961 6 27.5 791 51 0.024 16 975 5 22.5 802 40 0.019 13 988 4 17.5 813 30 0.014 9 1,001 3 12.5 824 20 0.009 6 1,015 2 7.5 835 10 0.005 3 1,028 1 2.5 846 3 0.001 1 1,042 Generic 8'Omni 98.33 25 8 0.004 3 31 Generic 8'Omni 50.8 25 3 0.002 1 31 Generic 8'Dipole 98.33 25 8 0.004 3 31 Commscope TMAT19G21 BL26-21 96 112 35 0.017 11 138 ©2007-2022 by ATC LLC.All rights reserved. Page 8 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 SEISMIC FORCES 1.21D+1.OEv+1.OEh Seismic Height Above Base Weight Wz Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) C- (lb) (lb) Commscope FVV-65B-R3 96 132 41 0.020 13 162 Commscope FVV-65B-R3 66 132 25 0.012 8 162 34"o Canister 93 365 109 0.052 34 450 34"o Canister 83 365 94 0.045 30 450 34"o Canister 73 365 80 0.038 25 450 34"o Canister 63 365 67 0.032 21 450 RFS FDAP5002/1C-3L 85 38 10 0.005 3 47 Amphenol Antel CWX063X13G00 85 160 43 0.020 13 197 Commscope CBC71726-DP-2X 76 42 10 0.005 3 51 Commscope CBC782123-DS 76 78 18 0.009 6 96 CCI HPA-65F-BUU-H2 76 46 11 0.005 3 56 Quintel QS4658-3E 76 204 47 0.023 15 251 Commscope CDX623T-DS-T 66 30 6 0.003 2 37 Generic 14'Omni 53.2 40 6 0.003 2 49 Generic 10'Dipole 50.5 30 4 0.002 1 37 Generic 6'Omni 48.8 25 3 0.002 1 31 Generic Round Side Arm 48 750 97 0.046 30 924 Totals: 15,789 2,088 1.000 655 19,453 SEISMIC FORCES 0.91D-1.OEv+1.OEh Seismic(Reduced DL) Height Above Base Weight Wz Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) Cv, (lb) (lb) 38 97.165 67 21 0.010 7 58 37 95.5 35 11 0.005 3 30 36 94 70 21 0.010 7 61 35 91.5 105 30 0.015 10 91 34 89.165 58 16 0.008 5 51 33 86.665 272 74 0.036 23 236 32 84 172 45 0.022 14 149 31 81.5 257 65 0.031 20 223 30 79.165 143 35 0.017 11 124 29 77.165 200 47 0.022 15 173 28 75.5 91 21 0.010 7 79 27 74 182 41 0.020 13 158 26 71.5 273 58 0.028 18 237 25 69.165 152 31 0.015 10 132 24 67.165 212 42 0.020 13 184 23 65.5 95 18 0.009 6 83 22 64 190 35 0.017 11 165 21 61.5 285 50 0.024 16 248 20 59.165 159 27 0.013 8 138 19 56.665 397 63 0.030 20 345 18 54.1 216 33 0.016 10 188 17 52 291 42 0.020 13 253 16 50.65 37 5 0.002 2 32 15 50.25 61 8 0.004 3 53 14 49.4 147 20 0.010 6 128 13 48.595 50 7 0.003 2 44 12 48.195 98 13 0.006 4 85 11 46.5 760 95 0.045 30 659 10 44.33 342 40 0.019 13 296 9 41.83 556 61 0.029 19 483 8 37.5 769 73 0.035 23 668 7 32.5 780 62 0.030 19 677 6 27.5 791 51 0.024 16 687 5 22.5 802 40 0.019 13 696 4 17.5 813 30 0.014 9 706 3 12.5 824 20 0.009 6 715 2 7.5 835 10 0.005 3 724 1 2.5 846 3 0.001 1 734 ©2007-2022 by ATC LLC.All rights reserved. Page 9 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 SEISMIC FORCES 0.9D-1.OEv+1.OEh Seismic(Reduced DL) Height Above Base Weight Wz Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) Cox (lb) (lb) Generic 8'Omni 98.33 25 8 0.004 3 22 Generic 8'Omni 50.8 25 3 0.002 1 22 Generic 8'Dipole 98.33 25 8 0.004 3 22 Commscope TMAT19G21 BL26-21 96 112 35 0.017 11 97 Commscope FVV-65B-R3 96 132 41 0.020 13 114 Commscope FVV-65B-R3 66 132 25 0.012 8 114 34"o Canister 93 365 109 0.052 34 317 34"0 Canister 83 365 94 0.045 30 317 34"0 Canister 73 365 80 0.038 25 317 34"0 Canister 63 365 67 0.032 21 317 RFS FDAP5002/1C-3L 85 38 10 0.005 3 33 Amphenol Antel CWX063X13G00 85 160 43 0.020 13 139 Commscope CBC71726-DP-2X 76 42 10 0.005 3 36 Commscope CBC782123-DS 76 78 18 0.009 6 68 CCI HPA-65F-BUU-H2 76 46 11 0.005 3 40 Quintel QS4658-3E 76 204 47 0.023 15 177 Commscope CDX623T-DS-T 66 30 6 0.003 2 26 Generic 14'Omni 53.2 40 6 0.003 2 35 Generic 10'Dipole 50.5 30 4 0.002 1 26 Generic 6'Omni 48.8 25 3 0.002 1 22 Generic Round Side Arm 48 750 97 0.046 30 651 Totals: 15,789 2,088 1.000 655 13,705 SEISMIC FORCES 1.2D+1.OEv+1.5Eh Seismic Overstrength Height Above Base Weight Wz Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) Cvx (lb) (lb) 38 97.165 67 21 0.010 10 83 37 95.5 35 11 0.005 5 43 36 94 70 21 0.010 10 86 35 91.5 105 30 0.015 14 129 34 89.165 58 16 0.008 8 72 33 86.665 272 74 0.036 35 336 32 84 172 45 0.022 21 211 31 81.5 257 65 0.031 30 317 30 79.165 143 35 0.017 16 176 29 77.165 200 47 0.022 22 246 28 75.5 91 21 0.010 10 112 27 74 182 41 0.020 19 224 26 71.5 273 58 0.028 27 337 25 69.165 152 31 0.015 15 187 24 67.165 212 42 0.020 20 262 23 65.5 95 18 0.009 9 117 22 64 190 35 0.017 17 234 21 61.5 285 50 0.024 24 351 20 59.165 159 27 0.013 13 196 19 56.665 397 63 0.030 30 489 18 54.1 216 33 0.016 15 267 17 52 291 42 0.020 20 358 16 50.65 37 5 0.002 2 45 15 50.25 61 8 0.004 4 75 14 49.4 147 20 0.010 9 181 13 48.595 50 7 0.003 3 62 12 48.195 98 13 0.006 6 121 11 46.5 760 95 0.045 44 936 10 44.33 342 40 0.019 19 421 9 41.83 556 61 0.029 29 685 8 37.5 769 73 0.035 34 948 7 32.5 780 62 0.030 29 961 6 27.5 791 51 0.024 24 975 5 22.5 802 40 0.019 19 988 ©2007-2022 by ATC LLC.All rights reserved. Page 10 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 SEISMIC FORCES 1.2D+1.OEv+1.5Eh Seismic Overstrength Height Above Base Weight Wz Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) C- (lb) (lb) 4 17.5 813 30 0.014 14 1,001 3 12.5 824 20 0.009 9 1,015 2 7.5 835 10 0.005 5 1,028 1 2.5 846 3 0.001 1 1,042 Generic 8'Omni 98.33 25 8 0.004 4 31 Generic 8'Omni 50.8 25 3 0.002 2 31 Generic 8'Dipole 98.33 25 8 0.004 4 31 Commscope TMAT19G21 BL26-21 96 112 35 0.017 16 138 Commscope FVV-65B-R3 96 132 41 0.020 19 162 Commscope FVV-65B-R3 66 132 25 0.012 12 162 34"o Canister 93 365 109 0.052 51 450 34"o Canister 83 365 94 0.045 44 450 34"o Canister 73 365 80 0.038 38 450 34"o Canister 63 365 67 0.032 31 450 RFS FDAP5002/1C-3L 85 38 10 0.005 5 47 Amphenol Antel CWX063X13G00 85 160 43 0.020 20 197 Commscope CBC71726-DP-2X 76 42 10 0.005 5 51 Commscope CBC782123-DS 76 78 18 0.009 8 96 CCI HPA-65F-BUU-H2 76 46 11 0.005 5 56 Quintel QS4658-3E 76 204 47 0.023 22 251 Commscope CDX623T-DS-T 66 30 6 0.003 3 37 Generic 14'Omni 53.2 40 6 0.003 3 49 Generic 10'Dipole 50.5 30 4 0.002 2 37 Generic 6'Omni 48.8 25 3 0.002 2 31 Generic Round Side Arm 48 750 97 0.046 46 924 Totals: 15,789 2,088 1.000 982 19,453 SEISMIC FORCES 0.9D-1.OEv+1.5Eh Seismic Overstrength(Reduced DL) Height Above Base Weight Wz Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) C- (lb) (lb) 38 97.165 67 21 0.010 10 58 37 95.5 35 11 0.005 5 30 36 94 70 21 0.010 10 61 35 91.5 105 30 0.015 14 91 34 89.165 58 16 0.008 8 51 33 86.665 272 74 0.036 35 236 32 84 172 45 0.022 21 149 31 81.5 257 65 0.031 30 223 30 79.165 143 35 0.017 16 124 29 77.165 200 47 0.022 22 173 28 75.5 91 21 0.010 10 79 27 74 182 41 0.020 19 158 26 71.5 273 58 0.028 27 237 25 69.165 152 31 0.015 15 132 24 67.165 212 42 0.020 20 184 23 65.5 95 18 0.009 9 83 22 64 190 35 0.017 17 165 21 61.5 285 50 0.024 24 248 20 59.165 159 27 0.013 13 138 19 56.665 397 63 0.030 30 345 18 54.1 216 33 0.016 15 188 17 52 291 42 0.020 20 253 16 50.65 37 5 0.002 2 32 15 50.25 61 8 0.004 4 53 14 49.4 147 20 0.010 9 128 13 48.595 50 7 0.003 3 44 12 48.195 98 13 0.006 6 85 11 46.5 760 95 0.045 44 659 10 44.33 342 40 0.019 19 296 9 41.83 556 61 0.029 29 483 ©2007-2022 by ATC LLC.All rights reserved. Page 11 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 SEISMIC FORCES 0.9D-1.OEv+1.5Eh Seismic Overstrength(Reduced DL) Height Above Base Weight Wz Horizontal Force Vertical Force Segment (ft) (lb) (lb-ft) C- (lb) (lb) 8 37.5 769 73 0.035 34 668 7 32.5 780 62 0.030 29 677 6 27.5 791 51 0.024 24 687 5 22.5 802 40 0.019 19 696 4 17.5 813 30 0.014 14 706 3 12.5 824 20 0.009 9 715 2 7.5 835 10 0.005 5 724 1 2.5 846 3 0.001 1 734 Generic 8'Omni 98.33 25 8 0.004 4 22 Generic 8'Omni 50.8 25 3 0.002 2 22 Generic 8'Dipole 98.33 25 8 0.004 4 22 Commscope TMAT19G21 BL26-21 96 112 35 0.017 16 97 Commscope FVV-65B-R3 96 132 41 0.020 19 114 Commscope FVV-65B-R3 66 132 25 0.012 12 114 34"s Canister 93 365 109 0.052 51 317 34"e Canister 83 365 94 0.045 44 317 34"o Canister 73 365 80 0.038 38 317 34"o Canister 63 365 67 0.032 31 317 RFS FDAP5002/1C-3L 85 38 10 0.005 5 33 Amphenol Antel CWX063X13G00 85 160 43 0.020 20 139 Commscope CBC71726-DP-2X 76 42 10 0.005 5 36 Commscope CBC782123-DS 76 78 18 0.009 8 68 CCI HPA-65F-BUU-H2 76 46 11 0.005 5 40 Quintel QS4658-3E 76 204 47 0.023 22 177 Commscope CDX623T-DS-T 66 30 6 0.003 3 26 Generic 14'Omni 53.2 40 6 0.003 3 35 Generic 10'Dipole 50.5 30 4 0.002 2 26 Generic 6'Omni 48.8 25 3 0.002 2 22 Generic Round Side Arm 48 750 97 0.046 46 651 Totals: 15,789 2,088 1.000 982 13,705 1.21D+1.OEv+1.OEh Seismic CALCULATED FORCES Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Seg Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation A (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -18.41 -0.65 0.00 -42.21 0.00 42.21 3,152.87 773.47 2,788 2,586.32 0.00 0.00 0.02 5.00 -17.38 -0.65 0.00 -38.94 0.00 38.94 3,120.63 762.25 2,707 2,522.45 0.00 -0.01 0.02 10.00 -16.37 -0.65 0.00 -35.68 0.00 35.68 3,088.00 751.04 2,628 2,459.03 0.01 -0.01 0.02 15.00 -15.37 -0.64 0.00 -32.44 0.00 32.44 3,054.98 739.83 2,550 2,396.08 0.03 -0.02 0.02 20.00 -14.38 -0.63 0.00 -29.24 0.00 29.24 3,021.55 728.61 2,474 2,333.62 0.05 -0.02 0.02 25.00 -13.40 -0.61 0.00 -26.10 0.00 26.10 2,987.73 717.40 2,398 2,271.66 0.08 -0.03 0.02 30.00 -12.44 -0.59 0.00 -23.03 0.00 23.03 2,953.52 706.19 2,324 2,210.22 0.12 -0.03 0.02 35.00 -11.49 -0.57 0.00 -20.06 0.00 20.06 2,918.90 694.97 2,251 2,149.30 0.15 -0.04 0.01 40.00 -10.81 -0.55 0.00 -17.21 0.00 17.21 2,883.89 683.76 2,179 2,088.93 0.20 -0.04 0.01 43.66 -10.39 -0.54 0.00 -15.18 0.00 15.18 2,858.01 675.55 2,127 2,045.09 0.23 -0.05 0.01 45.00 -9.45 -0.51 0.00 -14.46 0.00 14.46 2,847.10 672.54 2,108 2,028.13 0.24 -0.05 0.01 48.00 -8.41 -0.47 0.00 -12.93 0.00 12.93 2,818.62 665.82 2,066 1,987.55 0.27 -0.05 0.01 48.39 -8.34 -0.47 0.00 -12.74 0.00 12.74 2,079.55 529.12 1,669 1,494.40 0.28 -0.05 0.01 48.80 -8.13 -0.47 0.00 -12.55 0.00 12.55 2,077.70 528.40 1,664 1,491.03 0.28 -0.05 0.01 50.00 -8.06 -0.46 0.00 -11.99 0.00 11.99 2,072.29 526.30 1,651 1,481.18 0.30 -0.05 0.01 50.50 -7.98 -0.46 0.00 -11.76 0.00 11.76 2,070.03 525.42 1,646 1,477.08 0.30 -0.05 0.01 50.80 -7.59 -0.45 0.00 -11.62 0.00 11.62 2,068.67 524.89 1,642 1,474.62 0.30 -0.05 0.01 53.20 -7.27 -0.43 0.00 -10.55 0.00 10.55 2,057.74 520.69 1,616 1,454.98 0.33 -0.05 0.01 55.00 -6.78 -0.41 0.00 -9.77 0.00 9.77 2,049.48 517.53 1,597 1,440.30 0.35 -0.05 0.01 58.33 -6.59 -0.40 0.00 -8.40 0.00 8.40 2,034.07 511.69 1,561 1,413.22 0.39 -0.06 0.01 58.33 -6.59 -0.40 0.00 -8.40 0.00 8.40 1,040.47 251.73 328 254.85 0.39 -0.06 0.04 60.00 -6.23 -0.39 0.00 -7.72 0.00 7.72 1,040.47 251.73 328 254.85 0.41 -0.06 0.04 63.00 -5.55 -0.36 0.00 -6.55 0.00 6.55 1,040.47 251.73 328 254.85 0.45 -0.07 0.03 65.00 -5.43 -0.35 0.00 -5.84 0.00 5.84 1,040.47 251.73 328 254.85 0.48 -0.08 0.03 ©2007-2022 by ATC LLC.All rights reserved. Page 12 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 CALCULATED FORCES Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Seg Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 66.00 -4.97 -0.33 0.00 -5.48 0.00 5.48 1,040.47 251.73 328 254.85 0.50 -0.08 0.03 68.33 -4.78 -0.32 0.00 -4.72 0.00 4.72 1,040.47 251.73 328 254.85 0.54 -0.09 0.02 68.33 -4.78 -0.32 0.00 -4.72 0.00 4.72 1,040.47 251.73 328 254.85 0.54 -0.09 0.02 70.00 -4.45 -0.30 0.00 -4.18 0.00 4.18 1,040.47 251.73 328 254.85 0.57 -0.09 0.02 73.00 -3.77 -0.26 0.00 -3.28 0.00 3.28 1,040.47 251.73 328 254.85 0.63 -0.10 0.02 75.00 -3.66 -0.26 0.00 -2.75 0.00 2.75 1,040.47 251.73 328 254.85 0.67 -0.10 0.01 76.00 -2.96 -0.21 0.00 -2.50 0.00 2.50 1,040.47 251.73 328 254.85 0.69 -0.11 0.01 78.33 -2.78 -0.20 0.00 -2.00 0.00 2.00 1,040.47 251.73 328 254.85 0.75 -0.11 0.01 78.33 -2.78 -0.20 0.00 -2.00 0.00 2.00 1,040.47 251.73 328 254.85 0.75 -0.11 0.01 80.00 -2.47 -0.18 0.00 -1.66 0.00 1.66 1,040.47 251.73 328 254.85 0.78 -0.11 0.01 83.00 -1.80 -0.14 0.00 -1.12 0.00 1.12 1,040.47 251.73 328 254.85 0.85 -0.11 0.01 85.00 -1.22 -0.10 0.00 -0.84 0.00 0.84 1,040.47 251.73 328 254.85 0.90 -0.11 0.00 88.33 -1.15 -0.09 0.00 -0.52 0.00 0.52 1,040.47 251.73 328 254.85 0.98 -0.12 0.00 88.33 -1.15 -0.09 0.00 -0.52 0.00 0.52 264.58 79.37 58 58.30 0.98 -0.12 0.01 90.00 -1.02 -0.08 0.00 -0.37 0.00 0.37 264.58 79.37 58 58.30 1.02 -0.12 0.01 93.00 -0.49 -0.04 0.00 -0.13 0.00 0.13 264.58 79.37 58 58.30 1.10 -0.12 0.00 95.00 -0.44 -0.04 0.00 -0.05 0.00 0.05 264.58 79.37 58 58.30 1.15 -0.12 0.00 96.00 -0.06 -0.01 0.00 -0.01 0.00 0.01 264.58 79.37 58 58.30 1.17 -0.12 0.00 98.33 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.23 -0.12 0.00 0.9D-1.OEv+1.OEh Seismic(Reduced DL) CALCULATED FORCES Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Seg Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -12.97 -0.65 0.00 -42.05 0.00 42.05 3,152.87 773.47 2,788 2,586.32 0.00 0.00 0.02 5.00 -12.25 -0.65 0.00 -38.78 0.00 38.78 3,120.63 762.25 2,707 2,522.45 0.00 -0.01 0.02 10.00 -11.53 -0.65 0.00 -35.52 0.00 35.52 3,088.00 751.04 2,628 2,459.03 0.01 -0.01 0.02 15.00 -10.83 -0.64 0.00 -32.29 0.00 32.29 3,054.98 739.83 2,550 2,396.08 0.03 -0.02 0.02 20.00 -10.13 -0.63 0.00 -29.10 0.00 29.10 3,021.55 728.61 2,474 2,333.62 0.05 -0.02 0.02 25.00 -9.44 -0.61 0.00 -25.97 0.00 25.97 2,987.73 717.40 2,398 2,271.66 0.08 -0.03 0.02 30.00 -8.77 -0.59 0.00 -22.91 0.00 22.91 2,953.52 706.19 2,324 2,210.22 0.11 -0.03 0.01 35.00 -8.10 -0.57 0.00 -19.95 0.00 19.95 2,918.90 694.97 2,251 2,149.30 0.15 -0.04 0.01 40.00 -7.62 -0.55 0.00 -17.11 0.00 17.11 2,883.89 683.76 2,179 2,088.93 0.20 -0.04 0.01 43.66 -7.32 -0.54 0.00 -15.10 0.00 15.10 2,858.01 675.55 2,127 2,045.09 0.23 -0.05 0.01 45.00 -6.66 -0.51 0.00 -14.37 0.00 14.37 2,847.10 672.54 2,108 2,028.13 0.24 -0.05 0.01 48.00 -5.92 -0.47 0.00 -12.85 0.00 12.85 2,818.62 665.82 2,066 1,987.55 0.27 -0.05 0.01 48.39 -5.88 -0.47 0.00 -12.67 0.00 12.67 2,079.55 529.12 1,669 1,494.40 0.28 -0.05 0.01 48.80 -5.73 -0.46 0.00 -12.47 0.00 12.47 2,077.70 528.40 1,664 1,491.03 0.28 -0.05 0.01 50.00 -5.68 -0.46 0.00 -11.92 0.00 11.92 2,072.29 526.30 1,651 1,481.18 0.29 -0.05 0.01 50.50 -5.62 -0.46 0.00 -11.69 0.00 11.69 2,070.03 525.42 1,646 1,477.08 0.30 -0.05 0.01 50.80 -5.34 -0.44 0.00 -11.55 0.00 11.55 2,068.67 524.89 1,642 1,474.62 0.30 -0.05 0.01 53.20 -5.12 -0.43 0.00 -10.49 0.00 10.49 2,057.74 520.69 1,616 1,454.98 0.33 -0.05 0.01 55.00 -4.78 -0.41 0.00 -9.71 0.00 9.71 2,049.48 517.53 1,597 1,440.30 0.35 -0.05 0.01 58.33 -4.64 -0.40 0.00 -8.34 0.00 8.34 2,034.07 511.69 1,561 1,413.22 0.39 -0.06 0.01 58.33 -4.64 -0.40 0.00 -8.34 0.00 8.34 1,040.47 251.73 328 254.85 0.39 -0.06 0.04 60.00 -4.39 -0.39 0.00 -7.67 0.00 7.67 1,040.47 251.73 328 254.85 0.41 -0.06 0.03 63.00 -3.91 -0.36 0.00 -6.51 0.00 6.51 1,040.47 251.73 328 254.85 0.45 -0.07 0.03 65.00 -3.83 -0.35 0.00 -5.79 0.00 5.79 1,040.47 251.73 328 254.85 0.48 -0.08 0.03 66.00 -3.50 -0.33 0.00 -5.44 0.00 5.44 1,040.47 251.73 328 254.85 0.49 -0.08 0.03 68.33 -3.37 -0.32 0.00 -4.68 0.00 4.68 1,040.47 251.73 328 254.85 0.53 -0.09 0.02 68.33 -3.37 -0.32 0.00 -4.68 0.00 4.68 1,040.47 251.73 328 254.85 0.53 -0.09 0.02 70.00 -3.13 -0.30 0.00 -4.15 0.00 4.15 1,040.47 251.73 328 254.85 0.57 -0.09 0.02 73.00 -2.66 -0.26 0.00 -3.25 0.00 3.25 1,040.47 251.73 328 254.85 0.63 -0.10 0.02 75.00 -2.58 -0.25 0.00 -2.73 0.00 2.73 1,040.47 251.73 328 254.85 0.67 -0.10 0.01 76.00 -2.08 -0.21 0.00 -2.48 0.00 2.48 1,040.47 251.73 328 254.85 0.69 -0.10 0.01 78.33 -1.96 -0.20 0.00 -1.98 0.00 1.98 1,040.47 251.73 328 254.85 0.74 -0.11 0.01 78.33 -1.96 -0.20 0.00 -1.98 0.00 1.98 1,040.47 251.73 328 254.85 0.74 -0.11 0.01 80.00 -1.74 -0.18 0.00 -1.65 0.00 1.65 1,040.47 251.73 328 254.85 0.78 -0.11 0.01 83.00 -1.27 -0.14 0.00 -1.11 0.00 1.11 1,040.47 251.73 328 254.85 0.85 -0.11 0.01 ©2007-2022 by ATC LLC.All rights reserved. Page 13 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 CALCULATED FORCES Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Seg Elev FY(-) FX(-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (fr-kips) (ft-kips) (ft-kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 85.00 -0.86 -0.10 0.00 -0.84 0.00 0.84 1,040.47 251.73 328 254.85 0.90 -0.11 0.00 88.33 -0.81 -0.09 0.00 -0.52 0.00 0.52 1,040.47 251.73 328 254.85 0.98 -0.11 0.00 88.33 -0.81 -0.09 0.00 -0.52 0.00 0.52 264.58 79.37 58 58.30 0.98 -0.11 0.01 90.00 -0.72 -0.08 0.00 -0.37 0.00 0.37 264.58 79.37 58 58.30 1.02 -0.12 0.01 93.00 -0.34 -0.04 0.00 -0.13 0.00 0.13 264.58 79.37 58 58.30 1.09 -0.12 0.00 95.00 -0.31 -0.04 0.00 -0.05 0.00 0.05 264.58 79.37 58 58.30 1.14 -0.12 0.00 96.00 -0.04 -0.01 0.00 -0.01 0.00 0.01 264.58 79.37 58 58.30 1.17 -0.12 0.00 98.33 0.00 0.00 0.00 0.00 0.00 0.00 264.58 79.37 58 58.30 1.22 -0.12 0.00 ©2007-2022 by ATC LLC.All rights reserved. Page 14 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 C3 02 ANALYSIS SUMMARY Base Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D+1.OW 10.36 0.00 18.94 0.00 0.00 553.17 58.33 0.38 0.9D+1.OW 10.35 0.00 14.20 0.00 0.00 551.38 58.33 0.37 1.2D+1.ODi+1.OWi 2.32 0.00 25.09 0.00 0.00 120.70 58.33 0.09 1.2D+1.OEv+1.OEh 0.65 0.00 18.41 0.00 0.00 42.21 58.33 0.04 0.9D-1.OEv+1.OEh 0.65 0.00 12.97 0.00 0.00 42.05 58.33 0.04 1.OD+1.OW 2.16 0.00 15.79 0.00 0.00 116.48 58.33 0.09 ANALYSIS SUMMARY-OVERSTRENGTH LOAD CASES Base Reactions Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) 1.21D+1.OEv+1.5Eh 0.98 0.00 18.41 0.00 0.00 63.40 0.9D-1.OEv+1.5Eh 0.98 0.00 12.97 0.00 0.00 63.15 ©2007-2022 by ATC LLC.All rights reserved. Page 15 of 15 Model ID:113883 Scenario ID:347111 12/16/2024 12:24:55 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment(k-ft) Axial(k) Shear(k) 553.17 18.94 10.36 PLATE PARAMETERS(ID#32388) Width: 52 in Shape: Round Thickness: 2.5 in Grade: A36 00 " Yield Strength: 36 ksi Tensile Strength: 58 ksi Rod Detail Type: d Clear Distance 3.75 in Base Weld Size: 0.125 in Orientation Offset: - Analysis Type: Plastic Neutral Axis: 30 ° ANCHOR ROD PARAMETERS Diameter Circle F, F" Spacing Offset Class Arrangement Quantity (in) (in) Grade (ksi) (ksi) (in) (°) Original Radial 9 2 45.313 A36 36 58 COMPONENT PROPERTIES Component ID Gross Area Net Area Individual Inertia Moment of Inertia Threads/in (in ) (in ) (in) (in) Pole 40.25"o x 0.348"(18 Sides) 43.4027 - - 8639.82 - Bolt Group Original(9)2"o 3.1416 2.4982 0.4967 5201.21 4.5 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor M°(k-ft) P�(k) V�(k) Pole 40.25"o x 0.348"(18 Sides) 553.2 18.94 10.36 1.000 Bolt Group Original(9)2"o 553.2 - 10.36 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter: 40.38 in Flat Width: 7.119 in Neutral Axis: 30 ° Point-to-Point Diameter: 41.00 in Flat Radians: 0.349 rad Bend Line Limits: 1.523 to 2.666 rad Orientation Offset: - ° Bend Line Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Flexure Result (in) (in) (in3) M.(k-in) (PM"(k-in) Mu/(PM" Flats 26.579 0.00 41.529 92.8 1345.5 6.9% ^ Corners 25.607 0.00 40.012 70.7 1296.4 5.5% Circumferential 34.757 0.00 54.308 70.7 1759.6 4.0% PLASTIC ANCHOR ROD ANALYSIS Rod Diameter Applied Axial Load Applied Shear Load Compressive Capacity Class Group Quantity (in) Pu(k) V"(k) (DP"(k) Interaction Result Original 9 2 62.8 1.8 108.7 57.8% Task ID:617752 Page 1 of 2 12/16/2024 12:25:10 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 UPPER FLANGE PLATE ANALYSIS 88.33 FT APPLIED REACTIONS Moment(k-ft) Axial(k) Shear(k) 10.55 1.16 1.29 PLATE PARAMETERS(ID#32425) Width: 19.875 in Shape: Round Thickness: 1.75 in Grade: A36 • Yield Strength: 36 ksi Tensile Strength: 58 ksi Base Weld Size: 0.125 in Orientation Offset: - ° Analysis Type: Plastic • Neutral Axis: 0 FLANGE BOLT PARAMETERS Diameter Circle F, F" Spacing Offset Class Arrangement Quantity (in) (in) Grade (ksi) (ksi) (in) (°) Original Radial 8 1 16 A325 92 120 R8 fY :;o4�"T COMPONENT PROPERTIES Component ID Gross Area Net Area Individual Inertia Moment of Inertia Threads/in (in ) (in ) (in) (in) Pole 8.625"o x 0.322"(Round) 8.3991 - - 72.68 - Bolt Group Original(8)1"o 0.7854 0.6057 0.0292 132.02 8.0 REACTION DISTRIBUTION Component ID Moment Axial Load Shear Moment Factor M°(k-ft) P�(k) V�(k) Pole 8.625"o x 0.322"(Round) 10.6 1.16 1.29 1.000 Bolt Group Original(8)1"o 10.6 - 1.29 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 88.33 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter: 8.75 in Flat Width: 0.076 in Neutral Axis: 0 ° Point-to-Point Diameter: 8.75 in Flat Radians: 0.017 rad Bend Line Limits: 1.150 to 1.992 rad Orientation Offset: - ° Bend Line Chord Length Additional Length Section Modulus Applied Moment Moment Capacity Flexure Result (in) (in) (in3) M.(k-in) (PM"(k-in) Mu/(PM" Flats 15.242 0.00 11.670 18.6 378.1 4.9% ^ Corners 15.242 0.00 11.670 18.6 378.1 4.9% Circumferential 16.339 0.00 12.509 32.3 405.3 8.0% PLASTIC FLANGE BOLT ANALYSIS Bolt Diameter Applied Axial Load Applied Shear Load Compressive Capacity Class Group Quantity (in) Pu(k) V"(k) (DP"(k) Interaction Result Original 8 1 0.3 0.3 54.5 0.5% Task ID:617752 Page 2 of 2 12/16/2024 12:25:10 ASSET: 373337,Orient Point CODE: ANSI/TIA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 MONOLITHIC MAT& PIER FOUNDATION APPLIED GLOBAL REACTIONS Moment(k-ft) Axial(k) Shear(k) 553.17 18.94 10.36 FOUNDATION PARAMETERS Mat Length: L 16 ft Mat Width: W 16 ft r Mat Thickness: T 2.5 ft Base Depth: L+T-h 5 ft Pier Shape: Round kVv II I-fi Pier Diameter: D 6 ft Pier Height above Grade: h 0.5 ft T Concrete Compressive Strength: 4,000 psi Mat Top Rebar: (15)#6 bars[60 ksi] Mat Bottom Rebar: (15)#6 bars[60 ksi] Pier Vertical Rebar. (27)#6 bars[60 ksi] n Pier Rebar Ties: s #4 bars @ 6.0"c/c[60 ksi] Rebar Clear Cover 3.0 in Tower Eccentricity: ecc 0 ft p Tower Leg Count 1 L SOIL PARAMETERS µ Water Table Depth[BGL]: GW 13 ft 1 Soil Unit Weight: 110 pcf Ultimate Skin Friction: 0 psf " Ultimate Bearing Pressure: 12,000 psf Bearing Pressure Type: Gross Coefficient of Shear Friction: 0.45 I it i t I I r II 1 11 I I I 11 1 I I 1 1 Soil Strength Reduction Factor,0s Uplift Strength Reduction Factor,0s Asset Dead Load Factor Dead Load Factor 0.75 0.75 0.9 1.2 SOIL OVERTURNING ANALYSIS Design Moment,Mu,Design Nominal Overturning Capacity,OmMu Soil Overturning Usage, (k-ft) (k-ft) Mu.Desi9u/OmMn 610.15 1,435.53 42.5% k SOIL BEARING ANALYSIS Net Bearing Pressure,Pu,Net Nominal Bearing Capacity,CDbPn Bearing Pressure Controlling Load Soil Bearing Usage, (psf) (psf) Direction Pu,uet/(DbPu 1,189.00 9,000.00 Diagonal to Pad Edge 13.2% SOIL SLIDING SHEAR ANALYSIS 0s Applied Shear Force,V. Friction Resistance Passive Pressure Passive Pressure Resistance Nominal Shear Capacity, Soil Sliding Shear Usage, (k) (k) (psf) (k) (k) Ve/(DsV„ 10.36 84.21 412.5 16.50 75.53 14.0% Task I D:617752 Page 1 of 2 12/16/2024 12:25:18 ASSET: 373337,Orient Point CODE: ANSIMA-222-1 CUSTOMER: T-MOBILE PROJECT: 14912180 I I I I I i I III i i t I II I i i 1 1 1 I I ! 1 1 I Steel Elastic Modulus,E Strength Bending/Tension Reduction Strength Compression Reduction Factor, (ksi) Factor,(Pb Strength Shear Reduction Factor,0, (P„ 29,000 0.9 0.75 0.65 MAT REINFORCING ONE WAY SHEAR ANALYSIS One Way Design Shear,Vu Nominal One Way Shear Capacity,m,V„ One Way Shear Controlling Load Mat One Way Shear Usage, (k) (k) Direction Vu/(„V„ 23.99 366.15 Diagonal to Pad Edge 6.6% MAT REINFORCING PUNCHING SHEAR ANALYSIS Punching Shear Design Stress,vu Nominal Punching Shear Capacity,O,v„ Mat Punching Shear Usage, (psi) (psi) vu/0„v„ 13.4 189.7 7.1% Ji MAT REINFORCING MOMENT TRANSFER ANALYSIS Moment Transfer Effective Neutral Axis Depth Pier Moment at Joint,Mut Nominal Moment Transfer Mat Moment Transfer Usage, Flexural Width,wf(in) (in) (k-in) Capacity,CPMS„,f 0.6 Mut/cPM,,.f (k-in) 13.50 0.63 0.00 8,159.6 0.0% k„+°"Ji MAT REINFORCING FLEXURE ANALYSIS-UPPER STEEL Factored Moment,Mu Nominal Flexural Capacity,(PM„ Flexural Steel Controlling Load Direction Mat Upper Rebar Flexure Usage, (k-ft) (k-ft) Mu/OM„ 130.00 771.97 Parallel to Pad Edge 16.8% k„°"Ji MAT REINFORCING FLEXURE ANALYSIS-LOWER STEEL Factored Moment,Mu Nominal Flexural Capacity,(DM„ Flexural Steel Controlling Load Direction Mat Lower Reber Flexure Usage, (k-ft) (k-ft) Mu/OM„ 157.90 771.97 Parallel to Pad Edge 20.5% I I 1 1 11 1 1 I11 11 1 I 1 11 I 1 1 I IIIIIIII ��ffIDllff �� l� � Ill�f�II IIFIII fl��llll III I�i 11111 �17TIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Rebar Cage Diameter Steel Elastic Modulus,E Strength Bending/Tension Strength Shear Reduction Strength Compression Reduction (in) (ksi) Reduction Factor,Ob Factor,0 Factor,0„ 64.25 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment,Mu Nominal Moment Capacity,CPbM„ Bending Reinforcement Ratio Pier Reber Flexure Usage, (k-ft) (k-ft) MJOO Mn 584.25 1,555.04 0.003 37.6% PIER REINFORCING COMPRESSION ANALYSIS Design Compression,Pu Nominal Compressive Capacity,(VpP„ Pier Reber Compressive Usage, (k) (k) Pu/OpP„ 18.94 7,191.14 0.3% f PIER REINFORCING SHEAR ANALYSIS Design Shear,V. Nominal Shear Capacity,(D V„ Pier Reber Shear Usage, (k) (k) Vu/OvV„ 10.36 559.96 1.9% ( +°" Task I D:617752 Page 2 of 2 12/16/2024 12:25:18 N N AMeRICAN rower• A.T.ENGINEERING SERVICES,PLLC ti Mp\N RO 1 FENTON MAIN SUITE 300 CARV,NC 2]5 n* 11 F O PHONE:(919)468-0112 AAL #0012746 THE USE AND PUBLICATION OF THESE DRAWINGS East Marion ��W�R� SHALL AHICH THEY ARE PREPARED.ANIY USENAL IORFOR t DISCLOSURE OTHER THAN THAT WHICH RELATES SITE LOCATION TO AMERICAN TOWER OR THE SPECIFIED CARRIER U IS STRICTLY PROHIBITED.NEITHER THE ARCH UECT NOR THE ENGINEER WILL BE PROVIDING ONSITE ATC SITE NAME:ORIENT POINT CONSTRUCTION REVIEWOFTHIS PROJECT. CONTRACTOR(" MUST VERIFY ALL DIMENSIONS ATC SITE NUMBER:373337 AND ADVISE AMERICAN TOIPJ RORTHESPECIFIED CARRIER OF ANY DISCREPANCIES.NV PRIOR Grnonport Dens T-MOBILE SITE NAME:ORIENT FIRE DEPT. ISSUANCE OF THIS DRAWING IS SUPERSEDED BY 9 THE LATEST VERSION. Harhor T-MOBILE SITE NUMBER:L113883A ''o REV. DESCRIPTION BY DATE snciler SITE ADDRESS:23300 MAIN ROAD 0 FOR CONSTRUCTION EDNA1212o/2024 ll I,gh 5 ORIENT,NY 11957 0 SITE CLASS:CANISTER POLE VICINITY MAP LOCATION MAP o 0 ATC SITE NUMBER'. 373337 AT SITE NAME: T-MOBILE ANCHOR AMENDMENT PLAN ORIENT POINT 67G5C998G 6160 CONFIGURATION TfWOBILE SITE NAME. COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX ORIENT FIRE DEPT. SITE ADDRESS' SITE ADDRESS'. THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED SHEET ALL A LE SHALL BE PERFORMED AND MATERIALS DESCRIPTION: REV: DATE'. BV'. 23300 MAIN ROAD INSTHEFOLLOWING ODES WITH THE AS EDITIONS AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: NO: ORIENT,NV 11957 OF THE FOLLOWING CODER. ADOPTED BY THE LOCAL ORIENT, MAIN ROAD GOVERNMENT AUTHORITIES.NOTHING IN THESE PLANS IS ORIENT,NV 11957 TOWER WORK: G-001 TITLE SHEET 0 12/20/2024 EDNA SEAL: TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO COUNTY:SUFFOLK REMOVE(3j ANTENNA(S)AND(6)TMA(S)THESE CODES. G-002 GENERAL NOTES 0 12/20/2024 EDNA GEOGRAPHIC COORDINATES: INSTALL(W ANTENNA(S)AND(6)TMA(S)EXI STING(18)7/8'COAX CABLE(S)TO REMAIN QF NEW C-101 DETAILED SITE PLAN 0 12/20/2024 EDNA (( Y NA20181BC LATITUDE:41142fi3121 GROUNDWORK: P� �'( A' W//11 0 NATIONAL ELECTRICAL CODE(NFPA 70,NEC 2017 W/AMND) 41'8'33.472'N REMOVE(B)RRU(Sj,(1)RBS 6102 CABINET,(1)DUW30,AND(1)CSR C-102 DETAILED EQUIPMENT PLAN 0 12/20/2024 EDNA C .j.,, 2020 MECHANICAL CODE OF NEW YORK STATE UMC 2018 W/ LONGITUDES.-7229948933 REMOVE (9)R 2020 PLUMBING CODE OF NEW YORK STATE(IPC 2018 W/ 72'1]'58.162'W INSTALL(3j QUAD DIPLEXER(S),(8)RRU(S),(2)RP 6651(S),(1)CSR C-201 TOWER ELEVATION 0 12/20/2024 EDNA AIAND) GROUNO E LEVATION'.iTAIASL IXRE V2,(1)Bi6D BATTERY CABINET,AND(1)ENCLOSURE 6160 r 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF CABINET C101 ANTENNA INFORMATION 55CHEDULE 0 12/20/2024 EDNA I W NEW YORK STATE(IECC 2018 W/AMND) EXISTING(1)BB 6630 TO BE RELOCATED C301 CONSTRUCTION DETAILS 0 12/20/2024 EDNA �w 2020 FIRE CODE OF NEW YORK STATE(IFC 2018 W/AMND) 2020 EXISTING BUILDING CODE OF NEW YORK STATE(IEBC C-502 CONSTRUCTION DETAILS 0 12/20/2024 EDNA 201E W(AMND) 09750'� 2020 BUILDING CODE OF NEW YORK STATE PROJECT NOTES ER501 GROUNDING DETAILS 0 12/20/2024 EDNA AA 202U RES IDENTIAL CODE OF NEW YORK STATE(IRC 2018 W/ 'rOF CA signed AMND] 1. THE FACILITY IS UNMANNED. PROJECT TEAM 2. A TECHNICIAN\NICE VISIT THE SITE APPROXIMATELY ONCEA SUPPLEMENTAL SHEETS(B PAGES) 2020 FUEL GAS CODE OF NEW YORK STATE(IPGQ 2018 W/ C MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. O Y Scott VV W I rga LI 2020 AMND) (IPMC201 1 PROPER TYMAINTENANCE CODE OF NEW YORK STATE TOWER OWNER: APPLICANT'. 3. THE PROJECT E ILL OREFF CT OF STO ANYRM WATER DRAINAGE. Date: (IPNIC 2018 Nll AMND) DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. AMERICANTOWER T11NIOBILE 4. NO SANITARY SEWER,POTABLE WATER OR TRASH DISPOSAL I 1 Y a U 2024.12.20 10 PRESIDENTIAL WA V 103 MONARCH DRIVE IS REQUIRED. WOBURN.NIA01801 LIVERPOOL,NY 13088 5. HANDICAPACCESS IS NOT REQUIRED. _ 16:30:35-05'00' 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES ASAN m ENGINEER'. ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED =j= Mobile• REVIEW UNDER 47 U.S.C.§1455(A)AS A MODIFICATION OF AN A.T.ENGINEERING SERVICES, EXISTING WIRELESS TOWER THAT INVOLVES THE PLLC COLLDCATION,REMOVAL.AND/OR REPLACEMENT OF UTILITY COMPANIES IFENTONMAIN,STE300 TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CARV,NO 27511 CHANGE UNDER CFR§1.61000(B)(7). ATC PROD.N-14912184 O POWERCOMPANv.LONGISLANDPOWER PROPERTY OWNER. PROJECT LOCATION DIRECTIONS GUST.ID: ORIENT F IRE D EPT. PHONE:1-800190-0025 GUST. LIT 3883A ORIENT FIRE DISTRICT TELEPHONE COMPANY:VERIZON 23300 MAIN ROAD PHONE.N/A ORIENT,NV 11957 TAKE LIE(495)EAST TO END AT EXIT 73.KEEP LEFT TO FOLLOW TITLE SHEET OLD COUNTRY RD.CONTINUE 2.5 MILES TO TRAFFIC CIRCLE. ENTER AND TAKE SECOND EXIT TO CONTINUE STRAIGHT.TRAVEL .8 MILES TO A LEFT ON NORTHVILLE TURNPIKE.TRAVEL 2.3 MILES AND TURN RIGHT ONTO SOUND AVE.CONTINUE ON COUNTY ROAD SHEET NUMBER: REVISION: 491 MIDDLE RD FOR 25.5 MILES.ORIENT ED WILL BE ON YOUR RIGHT. G-001 0 low. Call ueimepu alg GENERAL CONSTRUCTION NOTES: 11. RTCGDeMISSpNOFSID,CINTRACTORSHALL1-01NATEI4THTM 1E FEI RhIRSNOTORTAINE.B,YT-M BILE DUSTBEISTAAINERA DPNDFO`R REQUIRED° ATR IGETRUIN OFCOAAIALR 11F TO IF ENDS)FpoN ENTRACTOR\vILL wSTALL TMOBILE THE COMPPNY'WILL PROVIDE AND THE OrvTR cEOR. rvO,w WITH IN BENDS) FURNISHED S A. MEIPLATFORM)AND ODIPMBNT FRA AGE w ACCORDANCE WITH T MOBI E allco-LocATE ONLY) sPECIFIcnnorvs AND REouIaEMErvrs. R. ACITELCUD IN EFFkCE BOX EPC) C. GELIABTO THEN';IT ANDLE TRAY INSTALLWITH COVEROPGaCOLD BUILD/CC-LOCATE ONLY.GO 24 COR IINGB TOEMOBILE FOR REVIEW AND �11gER1CAN TOVI/ER' a FOR ROOFS INSTALLATION) APPROVAL PRIOR TG FABRICATION. A.T.ENGINEERING SERVICES,PLLC ti ES 1 FENTON MAIN 25. LEOU IPMENT SIT ALL BE INSTALLED ACCORD ING TO MANUFACTURERS SUFFE 300 u F. TORS III IuID PROPANE TANK LOCATEDSPEC IFICA71ONS AND ACCORDING TOTMOBILE SPEARIC.4EIONB.AND As CARY,NC 27511 F G. ANTENNA STANDARD BRACKETS FRAMES AND PIPES FOR MOUNTING SHOWN IN THESE PLANS AS(INSTALLED BY OTHERS) PHONE:(919)468-0112 28. THE�CNTXAXTAR'HALL SUPERVISE A.ND DIRECT THE PROJECT DE.RDED HEREIN.G�LINE #0012]4fi NECTORSWITHI—THERPRODFINGKITS HNIC'ESLSRC'F FESAINOEPROCEOURES AND FOR CTION THE USE AND PUBLICATION OF THESE DRAWINGS N LINE GROUND KITS COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR M HANGERSWHICH THEY ARE PREPARED.ANY USE OR - 1. E REP A 11 IF HIIIIIIADIAN E IF OISCLOSURE OTHER THAN THAT WHICH RELATES O. BTSSEpUIPN HINT 2] TO AMERICAN TOWER OR THE SPECIFIED CARRIER U SEALING r,IALL FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND IS STRICTLY LECH IBITED.NEITHER THE ARCH RECT 2. LLANDSBITNOT RIALB FOR THE APPROVAL. NORTHE ENSIN TRUCT EERINILL BEPROVIDINGONSITE CONSTRUCTION REVIE,;V OF TH IS PROJECT. PLATFORM,VA LS AS FENCING,STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR 28 FNS"FIIIITHEIREITHSAFETYEIIII17H E SAFAUS FREE I,ETY CLIMB,THE GENERAL CONTRMCTORSII;IUST VERIFY ALL DIMENSIONS GROUNDING'WIREs, CONTRACTS.SHALL _GTPUCTIGNM MIT AND ADV ISE AMERIGAN TOWER OR THE SPECIFIED COPPER-CLAD OR'IT CHE MICA gGROUND RIOILS)NCUSS CARS.TRANSFORMERS ANo RUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT.15 VISUALLY CARRIER OF ANY DISCREPANCIES.ANY PRIOR IIIIIIIEIT"N"HEI WHERE AIPLRAILE BY ELECTRICAL INNER, TAUT MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, D IS FIRMLY SECURED ISSUANCE OF THIS DRAWING IS SUPERSEDED BY D AT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION. THE LATEST VERSION. us FLOOP MOUNTS ASTENERS CO CABLE RTE CAISS NON STAN DA ONS,PADS DICARA NNA FRAMES AND REV. DESCRIPTION BY DATE OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO 2H. OBEN OR OTHERWISE 'MISS AND SPECIHCATIGNS.IT IS THE POSITION OF IMOILE TOAPPLY FOR MEET MANUFACTURER INSTALLATION REQUIREMENTSFOR THE 0 FOR CONSTRUCTION EDNA1212W2024 PERMITTIPC AND CONTRACTOR REAPDNSIBLE FIR PICKUP AND PAYMENT IF REGUIRED sAFETYCLIMB PERMITS. . s. AND LEGAL ALL'so. X'SLEOSHA R SRE SAFETY INCLUDING COMPLIANCE WITH WORE ALL K NSIOIEIATA 222 AND COMPLYWITH ATC CONSTRUCTION AN NECESSARY SIFEETIFEIMES INCSUDNANDG PRE AND PHnTANI CONSSRUCEIO HALL �DEOVICES SPECIFICATIONS.GA DI RA SHORING SCAFFOLDING TRENCH BOXES/SLOPING,BA.RRIER',ETC. 111TRAIT"'HILL 4 UTILITIES PRIOR TO START OF CONSTRUCTION.IDENTIFICATION OF UNDERGROUND 31. HE CON TRACTOR SHa.LL PROTECT IT HIS 0111EXPENS E ALL EXISTING FACILITIES AND ATC SITE NUMBER'. SUCH F H11111,111,'ED v1RK LPEOLIABLE TO INDUMY DURING THE IONSERucnIN PERIOD.ANY 373337 S I. INSPECEIONs. ALL BE RESPONSIBLE FORcooaOlrvaTINGALLREQUIRED TaTNFS OR BYTHE�LECTE HEN7SRII ITNEc F THADTHEIR IH OFTHIS ATC SITE NAME: R HIs REPRESENTATIVES.EITHER TO THE EXISTING WORK.OR TO HIS A. STRUCTURES,AND EoREORHEOGRKIFANYOTHEI INTRACTI—HALLIEREPAIREDATHIs ORIENT POINT DSITEIscREPRIVEEITI IHALL BE TO VEMME FIEL R.D BY CONTRACTOR WITH ALL EXPENSE TO EHEO mERssaElsFacElOry TiMOBILE SITE NAME'. NEU 32. ALL 7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. ASUBJEC TOTH nPPROVALOFTHE sr eaun°irve woRKFIsl"INPER ORIENT FIRE DEPT. oR GOAiRi F°cioR woaMI4NB°P SHALL BEBY LACEDAN REPTOBE K NFERI 1. AILS SHOWN ARE TYPICAL SIMILARDETAILSAPPLYTOSIMIURCONIITIONSUNLESS OBTAINED AND/ORREWORKEO AT CONTRACTOR EXPENSE UNTILAPPROVAL IS SITE ADDRESS' OTHERWISE NOTED. 23300 MAIN ROAD S3ISTED , TYPES OF ORIENT,NY 11957 9 SAFETY HE uI'HIGH SH LL.ETHIT"E NO INc50DE RE5PONGI RITY OF iIHE CONTRACTORENTS FOR TRUCTION MANUFACTURER CATALOG NUMBERSH.ALL,BE PROVIDED BY THESE MANUFACTURERS SEAL: "ITR RBAllIRBHE ALLED.EHESEELEMENTBIREABFpLLpWGLAEERALSPACNG GBIEFGRN HEIEOUIPMENTSHALLBEPIGKEI-uPATTHEr-MOBILEWAREHODSE QF NEh/ Iuclsioa 10TTs,Erc"saacE STRucruREs UNTIL ALL STRUCTURAL CEMENTS NEEDS sA TERFURNSHED AFTERBEINGNOL BE omKED-L AT7 ED MOBILES PR (�' A, yy7 YQ THA SPI ITO UK A.CTDR SHALL DETERMINE EXACT LDCATIDN OF EXISTING UTILITIES,GROUNDS HE EQUIPME TIIN OPERATION READY FOR USE.THE CONTRACTOREQUIRED SHALL BEOPLACE 0,� PROUD DRAIN PIPES VENTS ETA.BEFORE COMMENCING OCIRK RESPONSIBLE FOR THE EQUIPMENT.AFTER PICKING IT UP. * y G 35. T-MOSILE OR HIS ARCH PECTIENG INEER RESERVES THE RIGHT To REECT'NY 2 E REP SHALL AGE HIT IN THE RH n W 'FEVIRIFR ITTEN AP`ROVAL'HRRHET110ISEORER IRIHOR IO PMOPE IIrvG.IN EQU IPMENT SHALL BE REPLACED WRH DOD IPMENT C O N FORMINGATO THENDA Z ,'+ E,ITHTHEEMOBILEREPPNOCOoaowAEEwS T-MOBIEISTHEEIIRAFCHRECTEENGNEERMENTSB\THE CONTRACTORATNO COST Tp 2 �� N 0 2 GO REWITHTHE\VORKOFOTHERS. SPECIAL CONSTRUCTION �A 9750 P� I' DN CONDITIONS TO THE SA ISFACTaN ANTENNA INSTALLATION NOTES: R CONTRACTOR SHALL REPOR ANY DAMAGE CAUSED BY DONSTRUTTION OF THISQFESStON IF THE T-MOBILE I INSTRUCTION MANAGER. 11. ALL CABLECDATION USNGAswCONESEAIS SHALL BEWEATHERPROOFEDDURING WORK INCLUDED Digitally Signed:2024-12-20 INSTALA ND coaXIAUHY-11 CABLESAREFURNISHEIIIIIOBILEUNIERA SEPA TE 'TR ANTENNA CCURITIONS DO MDT MATCH THOSE SHOWN IN THIS PLIN SET G ALL NOTIFY THE REP AND ENGINEER OF RECORD INSTALLATION SI CONTRACTORISHALL^BE RESPONSIBLE11 OF EFOR THE PROTECTION OF IA ION AND SITE AIDES. CONTRACTOR SHALL PERSONNEL. ,T. CONTRACTOR SHALL ENSURE ALL SUICONTRACTORE ARE PROVIDED WITH A COMPLETE B. INSTALL ANTENNAS AS INIIGY.EEI Ory IRAIn,INGS AND 111011LE T•.Mobile ND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT SPFCR(CATIONS. e CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF C. INSTALL GALVANDED STEEL ANTENNA MOUNTB..S INDICATED ON DRAWINGS.EACH ATC PROJ.#:14912180 G0 D. INSTALL FURN ISH ED GALVAIIED STEEL oR ALILIINUTA IIIIIIUIDE. CUST.ID: ORIENT 11-RE DEPT. ,N. CONTRACTOR HAMERICANTOWER OTHER OCCUPANTS OF TTHETAGBiTY.uEIONSTO MINIMrzE IMPACTANO DISRuvEION OF E CUST.#: LI13883A ECU PMENOTAPERLMANUFACTURERH"R`CABLES'I REECDAAA1ENDITIDNs.WEATHER PROOFA LLO 20. ATC) REpUREMIENss EEWRMNATEIITINIA ND 11IDCABLE PEI MAN)FEETINER'I ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC GENERALNOTES \JITH P.PDF MARKED UPAS BUILT SET OF DN WINGS UPON COMPLETION OF WORK. EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR 11. PR IOR TO I I FOR SHALL WILL BE PROVIDEDIAOLLI ITEMS NOT PRIBVIDED EP 2' ANTENNA INS COAXIALIH(BRIO CABLE GROUNDING. ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR SHEET NUMBER' REVISION' TD DETERMINE WHAT,IF ANV,ITEMS APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE SHALL BEPRO\IPEO A.NOINSTNLLEO BV THE CONTRACTOR.CONTRACTORWILL INSTALL ALClELETEDII 11BEE RBILNNE1-PAILAYFEV!coNNECTIINSARETIDE ////'�� LLRLnS PROvIDEI. A. RESPONSIBILITY OF THE GENERAL CONTRACTOR. G-002 O EATHERPROOFING KIT SITE PLAN NOTES: 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT T ME OF THIS AVAILABLE E CONTRACTORSTHE ENGINEER ALL tt TIME OF THIS DESIGN.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. AMERICAN TOWER" A.T.ENGINEERING SERVICES,PLLC ti 2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND BUILDING 1 FENTON MAIN COAX CABLE ARE SHOWN FOR REFERENCE ONLY. 00 CONTRACTOR SHALL CONFIRM THE EXACT SUIFE 27 u LOCATION OF ALL PROPOSED AND EXISTING CARP,NO F EQUIPMENT AND STRUCTURES DEPICTED ON THIS PHONE: 168-0 ¢a PLAN.BEFORE UTILIZING EXISTING CABLE #001274fi 468-0112 SUPPORTS.COAX PORTS,INSTALLING NEW PORTS O R ANY OTHER EQUIPMENT,CONTRACTOR SHALL THE USE AND PUBLICATION OF THESE DRAWINGS VERIFY ALL ASPECTS OF THE COMPONENTS MEET SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR THE ATC SPECIFICATIONS. WHICH THEY ARE PREPARED.ANY USE OR - DISCLOSURE OTHER THAN THAT WHICH RELATES 3. NO ELECTRICAL SCOPE IS INCLUDED IN THIS TO AMERICAN TOWER ORTHE SPECIFIED CARRIER PROJECT. FIRE DEPT IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT SELF SUPPORT TOWER NOR THE ENGINEER WILL BE PROVIDING ONSITE CONSTRUCTION REVIE;V OF THIS PROJECT. CON-TORO)HUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED :Nye CARRIER OF ANY DISCREPANCIES.ANY PRIOR •„I X ISSUANCE OF THIS DRAWING IS SUPERSEDED BY y THE LATEST VERSION. L" REV. DESCRIPTION BY DATE "..CON. PAD 0 FOR CONSTRUCTION EDNA12120J2024 A .. 6..X'70'; 0 CON. PAD 72'-0"X 3O"-5" _ SHELTER MONOPOLE ATC SITE NUMBER'. / IN MID cN PAD 373337 V /'•' "%• O ATC SITE NAME: ORIENT POINT /- '.1;;'�!^�,•� T-MOBILE SITE NAME'. SIB ORIENT FIRE DEPT. LEGEND \ SITE ADDRESS' !; ® /,I/./• ,`'`�,.�,,A', MAIN ROAD GROUNDING TEST WELL ORIENT,NV 11957 ATE AUTOMATIC TRANSFER SWITCH s'• /, H S SEAL: B BOLLARD EXISTING T-MOBILE / CSC CELL SITE CABINET 8'X 20'CONCRETE PAD \ V TOO D DISCONNECT 2 1 WITHIN A \ / S •, !! of NEW E ELECTRICAL -10 S01 12"X 26"GROUND SPACE ✓� Al A. W Y0 (MODIFIED AS REQUIRED FOR LC �R !' F FIBER UPGRADE FROM 707E V2 GROUN❑ C GEN GENERATOR 6102 MUAC TO 67G5C998G 6160 / �•:•�. ."- „�:'.;•�"•�.''��1'. co V 9G G GENERATOR RECEPTACLE CONFIGURATION) HH,V HAND HOLE,VAULT CON. PAD I- G IS ICE BRIDGE EXISTING(78) 7/8""COAX CABLES K KENTROX BOX (TO REMAIN) :] LC LIGHTING CONTROL M METER T w•.F 097502 PB PULL BOX A ESS1O PP POWER POLE ROF T TELCO TRN TRANSFORMER CHAINLINK FENCE Digitally Signed:2024-12-20 T••Mobile ATC PROJ.N-14912180_GO GUST.ID: JORIENT FIRE DEPT. GUST.A: I LI13883A � DETAILED SITE PLAN DETAILED SITE PLAN GRAPHIC SCALE N 10 6 S 10 SHEET NUMBEF71 I IN FEET I C—10 1 UNI-16 FEET SITE PLAN NOTES: T-HOBILE CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS. 1. CONTRACTORTO VERIFY THERE IS NO LIVEAAV FIBER RUNNING THROUGH EXISTING DEAD '^ ED UIPMENT.IF SO.THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING tt DEAD 2G(6201 CABS)EQUIPMENT. 2. ALL OPEN PORTS NEED TO BE SEALED WEATHERPROOFED PROPERLY AMERICAN TOWER' a 3. ALL UNNEEDED I EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA. A.T.ENGINEERING SERVICES,PLLC U DISPOSE DF MATERIALS PROPERLY OFF SITE. 1 FENTON MAIN SURE 300 CARY,NC 27511 F PHONE:(919)468-0112 40012746 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED.ANY USE OR - EXISTING(/R)716"COAX CABLES EXISTING(18) 7/8-COAX CABLES DISCLOSURE OTHER THAN THAT WHICH RELATES (TO REMAIN) (TO REMAIN) TO AMERICAN TONER OR THE SPECIFIED CARRIER U IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT EXISTING ICE BRIDGE EXISTING ICE BRIDGE NORTHEENGINEERWILL BE PROVIDING ONSITE CONSTRUCTION REVIEW OFTHIS PROJECT. 00 TRACTOR(S)MUST VERIFY ALL DIMENSIONS EXISTING PPS EXISTING PPC AND ADVISE AMERICAN TOWERORTHESPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR EXISTING FIBER BOX EXISTING FIBER BOX ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. EXISTING CANOPY EXISTING CANOPY e REV. DESCRIPTION BY DATE EXISTING 12'X 26'LEASE AREA PROPOSED 6160 606 BATTERY CABINET 0 FOR CONSTRUCTION EDNA12120I2024 EXISTING RBS 6702 CABINET ,� 1 PROPOSED SEES / 60 ENCLOSURE 6160 / (TO BE REMOVED) _�• Q CABINET a' EXISTING 8'X 20' / \ EXISTING S'X 20' CONCRETE PAD / CONCRETE PAD / EXIST/NG / P�' \ ATC SITE NUMBER'. 12'X 26" 3337 LEASE AREA /, \ ATC SITE NAME : ORIENT POINT T-M SITE NAME'. ORIENT FIRE DEPT. \ SITE ADDRESS: 23300 MAIN ROAD \\ EXISTING(1)DLI-0 AND ,%•a.„. \ EXISTING RELOCATED / �� ,� ORIENT,NV 11957(1) CA 7210 SAS-MXP SEAL (TO BE REMOVED) (1)B8 6630 4' \ `,EXISTING(1) BB 5630 \ ,P w � PROPOSED(2)RP 6651 AND '2Y` p ' QF NEh, \ (f0 BE RELOCATED) // (1)CSR IXRE V2 INSIDE/� p * \ PROPOSED 6160 CABINET �/ P,^ �Q, �( A �✓/RC .f,�C / PROPOSED .RADIO 4460 B25+B66 RRU 9G lF (TVP.3) t e � 99750� � ROFESSION EXISTING(3)RADIO PROPOSED EXISTING CPS ANTENNA 2217 B66A EXISTING CPS ANTENNA RADIO 8863 B41 RRU EXISTING H-FRAME (TO BE REMOVED) EXISTING H-FRAME (TYP 2) Digitally Signed:2O24-12-2O EX/STING(3)RRUS77 B72 RRU EXISTING(3)RRUS11 B4 RRU PROPOSED PROPOSED MI-54844-QUAD (f0 BE REMOVED) RADIO 4480 BT1+685 RRU B66B25+B41 DIPLEXER (TO BE REMOVED) (TYP.3) (TV P.3) T••Mobile ATC PROJ.N-14912180_GO GUST.ID: JORIENT FIRE DEPT. GUST.#: LI13883A � EXISTING GROUND EQUIPMENT LAYOUT 2 PROPOSED GROUND EQUIPMENT LAYOUT DETAILED EQUIPMENT GRAPHIC SCALE GRAPHIC SCALE PLAN 5 0 25 5 5 0 SHEET NUMBER: REVISION: (IN FEET, (INF C-102 0 1 UNITFE FEET 1UNR=5 FEET A AMERICAN TOWER° a A.T.ENGINEERING SERVICES,PLLC ti 1 FENTON MAIN SUITE 310 TOP OF EXISTING CARY,NC 2]511 GI HIGHEST APPURTENANCE PHONE:(919)468-0112 ELEV 116.2 40012746 EXISTING CARRIER ANTENNAS RAD CELATER @ELEV I12.15 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED.ANY USE OR - DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TONER OR THE SPECIFIED CARRIER EXISTING CARRIER ANTENNAS U h IS STRICTLY LEAH IBITED.NEITHER THE ARCH UECT RAO CENTER 9ELEV IUP 52 NORTHEENGINEERINILLBEPROVIDINGONSITE 1 TRACCONSTRUCTION REVIEW OF THIS PROJECT. TOP OF EXISTING TOWER CONTOR(S)MUST VERIFY ALL DIMENSIONS ELEV 99.2 AND ADVISE AMERICAN TOWERORTHESPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR EXISTING T-BIOBILE ISSUANCE OF THIS DRAWING IS SUPERSEDED BY BAD CENTER @ 96' THE LATEST VERSION. REV. DESCRIPTION BY DATE EXISTING AND -001 C-001 PROPOSED T-MORILE 0 FOR CONSTRUCTION EDNA12120I2024 EQUIPMENT 0 EXISTING CARRIER ANTENNAS 0 RED CENTER©ELEV&5" 0 0 ATC SITE NUMBER'. EXISTING CARRIER ANTENNAS 373337 RED CENTER @ELEV 76" ATC SITE NAME: ORIENT POINT T-SIOBILE SITE NAME'. EXISTING CARRIER ANTENNAS RED CENTER®ELEv ss' ORIENT FIRE DEPT. SITE ADDRESS' 23300 MAIN ROAD ORIENT,NV 11957 EXISTING CARRIER ANTENNAS /k SEAL PAD CENTER©ELEV 53.2" of NE!-y EXISTING caRRIER ANTENNAS k Y RAD CENTER©ELEv as.Ts' �PA r t� n 2 ExisnNc(la) 7/8"coAx¢aeLEs (TO REMAIN) 097502 AROFESSIONP� Digitally Signed:2024-12-20 ALL ELEVATIONS REFLECT ABOVE GROUND LEVEL(A.G.L.) EXISTING TOWER TOWER NOTE T..Mobile, 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE PROJECT MANAGER THAT TH EV HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING ATC PROJ.#:14912180 G0 WORK.EXISTING AND PROPOSED TOWER GUST.ID: ORIENTF IRE DEPT. APPURTENANCES,MOUNTS.AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. GUST.A: I LIT 3883A 2. WHERE APPLICABLE.ALL NEW ANTENNAS, EQUIPMENT,MOUNTS.CABLING.ETC.SHALL BE EXIST/LAG GRADE IN ACCORDANCE WITH FAA,JURISDICTION,AND/OR PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT TOWER ELEVATION ELEV 0' OTHER LOCAL REQUIREMENTS. 3. TOWER ELEVATION DEPICTION MAY NOT REFLECT SHEET NUMBER' REVISION' TOWER ELEVATION ALL EQUIPMENT INCLUDED IN STRUCTURAL 1 ANALYSIS.REFER TO STRUCTURAL ANALYSIS FOR —^ ^Ow O SCALE:N.T.S. FULL TOWER LOADING. IV L 1 A AMERICAN TOWER° a A.T.ENGINEERING SERVICES,PLLC ti 1 FENTON MAIN SUITE 310 CARY,NC 27511 F PHONE:(919)1.0112 .12]46 THE USE AND PUBLICATION OF THESE DRAWINGS EXISTING 34.1875'm CANISTER EXISTING 34.1875'm CANISTER SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR P' Se WHICH THEY ARE PREPARED.ANY USE OR - EXISTING 10.375'm EXISTING 10.375'"V al ¢ D ISCLOSURE OTHER THAN THAT WHICH RELATES o CENTER MAST CENTER MAST TO AMERICAN TONER OR THE SPECIFIED CARRIER U IS STRICTLY PROHIBITED.NEITHER THE ARCH UECT 70 NOR THE ENGINEER WILL BE PROVIDING ONSITE Al PROPOSEDTMAT19G21BL26-21 TMA 1 CONSTRUCTION REVIE;V OF THIS PROJECT. NA (2 PER SECTOR)(TYP.6) -50 CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AT PLP AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR AZ-260 C1 260` AU ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. �AMMq AMy.V� Bl EXISTING B1 REV. DESCRIPTION BY DATE ET719V2S72(76 TMA 0 FOR CONSTRUCTION EDNA12120I2024 EXISTING (TO BE REMOVED) SBNHH-ID65BANTENNA (2 PER SECTOR)(TYP.0) e PROPOSEDFW65B-P3ANTENNA B[n moo° (TO BE REMOVED) °? Q 50 (1 PER SECTOR)(fYP.3) T9 0 (1 PER SEGTOR)(TVP.3) QFEEL ATC SITE NUMBER'. 373337 ATC SITE NAME: ORIENT POINT T-MOBILE SITE NAME'. ORIENT FIRE DEPT. EXISTING ANTENNA PLAN FINAL ANTENNA PLAN 1 SCALE.N.T.S. N SITE ADDRESS' SCALE N.T.S. 23300 MAIN ROAD ORIENT,NY 11957 EXISTING ANTENNA SCHEDULE NOTES FINAL ANTENNA SCHEDULE SEAL: LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY 1.GCTOVERIFY THE FINAL REDS LOCATION ANTENNA SUMMARY NONANTENNASUMMARY F NEW MATCHES THE FINAL IAECH/ELEC ADDITIONAL TOWER MECHI C ADDITIONAL TOWER // O Y SECTOR RAD AZ POS ANTENNA BAND STATUS STATUS CONSTRUCTION DRAWINGS. SECTOR BAD AZ ROB ANTENNA BAND STATUS STATUS �V A. Q D-TILT MOUNTED EQUIPMENT D-TILT MOUNTED EQUIPMENT W/ GC TO NOTIFY ATC PM OF ANY �Q' .�� ALPHA 96' 70° A7 SBNHH-ID65B L70O,L2)00 0"'Y"7 RMV (2)E7719✓LE3 SUB RMV DISCREPANCY PRIOR TO L]00,N600,11900. INSTALLING THE EQUIPMENT. ALPHA 96' 20° Al FW85B-R3 L210O,N1900.N2500 0°/3',3° ADD (2j TMAT19G218L26-21 ADD (2 9G BETA 96' 780° B7 SBNHH-ID65B L70O,12)00 0�3',3° RMV (2)E7719✓2512UB RMV 2.GC TO CAP A LIE UN USED L700.N600,L1900. PORTS. BETA 96' 140° 61 FW656-R3 0°/3',3° ADD (2)TMAT1 BG218L26-21 ADD GAMMA 96' 260" C7 SBNHH-7D65B L70O,L2)00 0%3',3' RMV (2)ET719V2S72U8 RMV L2100,N1900.N2500 f_ I B.GG TO CONFIRM SPADING OF PROPOSED EQUIP DOES NOT L700.N600,L1900, n CAUSE TOW ER CONFLICTS GAMMA 96' 160' Ci FW65B-R3 L2100,N1900.N2500 NOR I 0°/3',3° ADD (2)TMAT19G218L25-21 ADD ((1 Z MP EDE TOWER CLIMBING PEGS. 0975p2 STATUS ABBREVIATIONS A RMV:TO BE REMOVED AROFESStC1NP� RMN TO REMAIN REL TUBE RELOCATED ADD.TO BE ADDED Digitally Signed:2024-12-20 CABLE LENGTHS FOR JUMPERS JUNCTION BOX TO RRU:15' RRU TO ANTENNA.10' y T ..Mobile, ATC PROJ.N-14912180 GO GUST.ID: JORIENT FIRE DEPT. GUST.#: I LIT 3883A ANTENNA INFORMATION &SCHEDULE EXISTING FIBER DISTRIBUTION/OVP BOX EXISTING CABLING SUMMARY FINAL FIBER DISTRIBUTION IOVP BOX FINAL CABLING SUMMARY SHEET NUMBER' REVISION' MODEL NUMBER STATUS CABLE OTY,SIZE,TYPE STATUS EQUIPMENT SCHEDULES MODEL NUMBER STATUS CABLE OTY,SIZE,TYPE STATUS 3 (JS) 718"coax CABLES RMN - - 06)718"coax CABLES RMN C-401 0 ONLY ONE SECTOR SHOWN FOR CLARITY A m tt K AMERICAN TOWER° a A.T.ENGINEERING SERVICES,PLLC ti 1 FENTON MAIN SUITE 300 CARY,NC 27511 F PHONE:(919)1.0112 .12]46 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED.ANY USE OR - DISCLOSURE OTHER THAN THAT WHICH RELATES EXISTING TOP 0E TOWER TO AMERICAN TONER OR THE SPECIFIED CARRIER U IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT ELEV. 99.2' NORTHEENGINEER WILL BE PROVIDING ONSITE PROPOSED CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS EQUIPMENT AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV. DESCRIPTION BY DATE PROPOSED FW-65B-R3 0 FOR CONSTRUCTION EDNA12120J2024 ANTENNA PROPOSED 1-518"X 1-5/5"X 11, UNISTRUT EXISTING 10.375"0 CENTER MAST q EXISTING T-MOBILE /� PROPOSED ADJUSTABLE ATC SITE NUMBER'. ELEVATION @ 96' STAINLESS STEEL BANDING 373337 ATC SITE NAME: ORIENT POINT �? e PROPOSED Z C-50 ATTACHMENT TiMOBILE SITE NAME'. U ORIENT FIRE DEPT. SITE ADDRESS' 23300 MAIN ROAD PROPOSED ORIENT,NV 11957 TMAT19G21BL26-21 TMA SEAL: 2 EQUIPMENT MOUNTING DETAIL of NEly Y SCALE.N.T.S. �K p, w/RC p� * 0o V � 9G r t n f 2 ELEV 8, —2' aR 09750 ELEV. 89'-2� PROPOSED CABINET PROPOSED 1/2"HILTI KWIK BOLT AROFESStONP� Digitally Signed:2024-12-20 y G m EXISTING CaNIs7Ek CGN°RErE T••Mobile q• PAD NOTE: ATC PROJ.N-14912180_GO GUST.ID: ORIENT FIRE DEPT. INSTALL HILTI KWIK BOLT ANCHORS STRICTLY PER INSTALLATION INSTRUCTIONS INCLUDED WITH PRODUCT OR GUST.A: LI13883A FOUND ONLINE AT VJVJW.US.HILTI.COIJI.PROPER INSTALLATION IS CRITICAL FOR FULL PERFORMANCE. CONSTRUCTION DETAILS 1 CANISTER CUT AWAY DETAIL CABINET ATTACHMENT DETAIL SHEET NUMBER REVISION SCALE.N.T.S. SCALE:N.T.S. C-501 0 AMERICAN TOWER° a A.T.ENGINEERING SERVICES,PLLC ti 1 FENTON MAIN SUITE 310 CARY,NC 27511 F PHONE:1919)468 0112 .12]46 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED.ANY USE OR - DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER U IS STRICTLY LECH IBITED.NEITHER THE ARCH RENT NOR THE ENGINEER WILL BE PROVIDING ONSITE CONSTRUCTION REVIE;V OF THIS PROJECT. CONTRACTONFO MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. EXISTING CANOPY REV. DESCRIPTION BY DATE PROPOSED OUAD 0 FOR CONSTRUCTION EDNA12120I2024 DIPLEXER EYE 0 0 0 8863 4460 4460 4460 ATC SITE NUMBER'. 373337 ATC SITE NAME: srP. ExlsnNc cANoar POSIT 'f ORIENT POINT T-MOBILE SITE NAME'. ORIENT FIRE DEPT. EXISTING UNISTRur SITE ADDRESS' 23300 MAIN ROAD ORIENT,NY 11957 SEAL: 8863. 448D 4480 4480 of N E W Pl. w Rc OP EXISTING CONCRETE:_1 EXISTING GRADE m -'-' 2 '.61 a' o 097502 oROFESSIONP� Digitally Signed:2024-12-20 T••Mobile ATC PROD.N-14912180 00 GUST.ID: ORIENT FIRE DEPT. GUST.#: LIT 3883A CONSTRUCTION PROPOSED RRU H-FRAME ELEVATION DETAILS SCALE.N.T.S. SHEET NUMBER REVISION' C-502 0 PROPOSED ANTENNA EXISTING a ANTENNAS $ PROPOSEDJUMPER TO ANTENNA PROPOSED CONNECTORAND TO EXIST/NG WEATHERPROOFING KIT ANTENNA MASTS 3/8"X 1-112'SS BOLT 318"SS LOCK WASHER {�R� 4 PROPOSED WEATHERPROOFING KIT (EACH SIDE) (EACH SIDE) A.T.ENGINEERING SERVICES,PLLC ti EXISTING COAX 1 FE NTON MAIN u GROUND KITS PROPOSED CABLEe /� SUNE 306 GROUND KIT 01 CARV,NC 2]511 F ANTENNA CABLE 21/2"0 MAX / / J!!71 PHONE:(919)468-0112 N /i � gX 40012746 o / fQl * THE USE AND PUBLICATION OF THESE DRAWINGS ANTENNA CABLE TO �Q tit�"`l'U� SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR V CABINET(TYP.) QQ � A ICH THEY ARE PREPARED.ANY USE OR a DISCLOSURE OTHER THAN THAT WHICH RELATES GROUNDING KIT PER CABLE Q .Q TO AMERICAN TOWER OR THE SPECIFIED CARRIER V \ / /Q IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT 1 \ I (ANREWO APPROVED RECOMMENDATIONS / Q� A NORTHEENGINEER WILL BE PROVIDING ONSITE 46 I \ ANDREW OR APPROVED EQUAL) Q/ Q \\ \ \ \ AWG EC / Q CONSTRUCTION REVIEE;VOF THIS PROJECT. WIREWS GREEN,6DOV, / Q .NTRALC`F(R) ALL DIMENSIONS THWN INSULATION AND ADVISE OF IS TOWER IE.ANYPRIOR D #6 AWG STRANDED COPPER GROUND / CARRIER OF ANY DISCREPANCIES.ANY PRIOR GROUNDING ` I WIRE(GROUNDED TO GROUND BAR) / ISSUANCE OF THIS DRAWING IS SUPERSEDED BY CONNECTION TO 1/4"X4"X6"GROUND BAR THE LATESTNERSION. EXISTING TMAs / (ERI CO WN EGBA14406CC OR EQUAL) REV. DESCRIPTION BY DATE GROUND BAR MOUNTED TWO-HOLE LUG,TO BE USED EXISTING GROUNDING 3 0 FOR CONSTRUCTION EDNA12120I2024 NEARE INSTALLED IF NA e WITH R TO GROW CONNECTION TO� (TO BE INSTALLED IF bD1 TO GROUND BAR (LOWER TOWER GROUND LEFT LIGHTNING REQUIRED) ) PROTECTION SYSTEM BAR ONLY NOTES. TO EQUIPMENT 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS.SLIGHT GROUND BAR NOTES: ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS.THE GROUND KIT NOTES: ATC SITE NUMBER. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT 1. GROUND BAR KITS COME WITH ALL HARDWARE,NUTS,BOLTS, CONSTRUCTION MANAGER DEAN V CONFLICTS. GROUND WIRE DOWN TO GROUND BAR. WASHERS,ETC.EXCEPT THE STRUCTURAL MOUNTING MEMBER(SF 373337 2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS,LATEST 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT(ANDREW PART ATC SITE NAME: EDITION,AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST,LATEST VERSION.WHEN NUMBER 221213)AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. ORIENT POINT TYPICAL ANTENNA GROUNDING DIAGRAM CABLE GROUND KIT CONNECTION DETAIL TOWER GROUND BAR DETAIL T-0IOBILE SITE NAME . scALe N.Ts. scALe N.Ts. —LE N.T.S. ORIENT FIRE DEPT. SITE ADDRESS: 23300 MAIN ROAD ELECTRICAL NOTES: ORIENT,NY 11957 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE SEAL: WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS,CONDUCTORS, of NEW STANDARD CONDUIT USE TABLE BREAKERS,DISCONNECTS,OR ANY OTHER EQUIPMENT ! �. REQUIRED FOR ELECTRICAL SERVICE.ALL CONDUIT SHALL BE ELECTRICAL PERFOR ED IN ACCORDANCE WITH LATEST TI EDITION OF TYPE USE CASE LOCATION USE CASE EXAMPLE THE STATE AND NATIONAL CODES,ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. * G RMC ABOVEGROUND co)METALLIC) AC,DC COMM ABOVE GROUND PPC TO SSG PROPOSED CABINET 2. ATC HAS NOT VERIFIED ANY EXISTING T-MOBILE GROUND f k UNDERGROUND PPG TO SSC OR BAGKHAVL EQUIPMENT OR ELECTRICAL LOADING.PROPOSED WORK BASED PVC AC POWER UNDERGROUND TRANSPORT HUB TO SSG ON INSTALLATION CONFIGURATION PROVIDED BY HASLE. CONTRACTOR TO VERIFY EXISTING T-MOBILE PANELEL HAS (� LFMC AC,DC,COMM MAX 6'PER CONDUIT RUN. TIGHT LOCATIONS BETWEEN HUB AND CONDUIT BUT NOT SUFFICIENT SPACE FOR PROPOSED BREAKER.PROPOSED CABLE !� ABOVE GROUND ONLY TO BE USED WHERE IT CAN BE STEPPED ON #2AWGSTRAN DED AND CONDUIT SHALL BE MINIMUM SIZE PER BELOW IN CHART. 097502 V� GREEN ENIT INDOOR AC,DC INDOOR NOT EXPOSED TO THE OUTDOOR CIRCUIT PANEL TO JUNCTION BOX INSULATED COPPER 3. FOR SPECIFIC CABINET/ANCILLARY EQUIPNIENTWIRING AROFESStONP� COMM ENVIRONMENT(MUST BE DRY) CONDUCTOR REQUIREMENTS,THE T-MOBILE CONTRACTOR SHOULD LFNC GROUND I CONCEALINGAND PROTECTING BTGW RISERS GROUND RING TO MGB OR SSC REFERENCE DESIGN DOCUMENTS PROVIDED BY T-MOBILE FOR WIRE ONLY THIS CURRENT PROJECT CONFIGURATION,IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS&NEC STANDARDS& Digitally Signed:2024-12-20 PRACTICES. EXCEPTION CONDUIT USE TABLE \ \/OLTR OCPD SIZE \NIRE SIZE GROUND CONDUIT CONDUIT EXAMPLESDAI2P 3-#3 AN;G #S AWG 1-1/4" USE CASE LOCATION USE CASE EXAMPLE I I 12DI240V 100/2P 342 AWG 98 AWG 1-1/4" OR 125Al2P 3-#3/OA4YG #6AWG 2" T..Mobile, EMT OUTDOOR DC, OUTDOOR WHEH USED SON WATERTIGHT EQUIPMENT BETWEEN TEQUIPMENTTO IP AND BATTERY CABINET T OR 1 1� 12DI2DBV 150A/2P 3-#3/0 AWG #6 AWG 2" (NOT PREFERRED) COMM HUBS ONLY EQUIPMENT TO EQUIPMENT CABINETS FOR INTER CABINET CONNECTION 200HI2P 3-#3/O AWG #6AWG S. EXISTING LOUIPMENT SDACP 243 AWG 98 AWG 1-1/1 ATC PROD.#-14912180_GO RMC OUTDOOR/INDOOR MAT BE USED AS A LOWER COST ALTERNATIVE TO GROUND BAR(TYPj 240V 1000P 242AWG #8 AWG 1-1/4" GUST.ID: ORIENT F IRE D EPT. NONMETALLIC PER NEC ABOVEGROUND METALLIC RMC.MUST MEET OR EXCEED FEDERAL SPEC. OR 12OV2P 2,F310 AWG #6AWG 2" GUST.#: LIT 3883A (ALUMINUM) GUIDLINES WWCE4DG,UL-6A,ANSI CSO.D NEC 344.10(A)ALLOWS 208V THEUSEOFEITHER ALUM INUM OR GALVANIZED FITTINGS 150A/2P 2#10 AWG 96AWG 2" 20DA12P 2-4310 AWG #6AWG T GROUNDING DETAILS CONDUIT USE TABLES CABINET GROUNDING DETAIL �1 ELECTRICAL NOTES SHEET NUMBER REVISION J SCALE'.N.TS. E-501 0 V Q U 67G5C998G 1XHIEXAntew,.,�. Proposed RAN Equipment Template: 67135C998G 6160 Final Config: 67G5C998G Enclosure 2 3 Enclosure Type Gmund Miourd(Eri�1) Encbsrae 61611_v2 AC 6180 MB+LB Hev Radio io4460 ;,tenna N/900 7900 NIL600 71� 2 1- Radio 4480 B71+B8541(.31 L700 N600 L700 L21 [Raft 8863 841 kzl N2560 2.56Ht Baseband RPrfi51 f�6fi61 NR Ni90a N60a N2500 L1900 L7a0 L2700 55T Transport System RAN Scope of Work: Top Ground "Need to confirm max length" Cabinet Consolidation-Remove 6102 and Install all BB in 6160+8160. PC5/AWL84f DIPLEXER Radio 4450 Add(1 J SSC 6160 and 0.25 B12+671 Add((1 RP 6651 for _ Add(i RP Radio 4 1-71W. for 25 Radio Add Add(3)Radio 460 B25+B13 66 for L2VL19/N19 on Ground. Radio Battery Add SSC Add(3)Radio 4480 B71+B85 for L71N6 on Grmnd 8863 4460 Cab Add 2 Radio 88631341 for NF12500 on Ground B25+B66 Add(1)IXRE Router. B41 1711,16 will be 2x2 only otes CABINET CONFIGURATION � ANTENNA CONFIGURATION SUPPLEMENTAL SHEET NUMBER' REVISION' NOTE.THIS SHEET CREATEDOF CUSTOM OTHERSER hITH AND TEDIT.PROVIDED R-601 0 BY REQUEST OF CUSTOMER WITHOUT EDIT. 6"MANUFACTURER: ERICSSON 2s•KNaacouTs w/RIGID CONDUIT,Le z MODEL• 6160 SITE SUPPORT CABINET CONDUIT BODY FOR BATTERY CABLE DIMENSIONS: 63"x 25.6"x 33.6" H x W x D CENDUR MUST BE PROPERLY SECURED NOTE: s WEIGHT: 373 LBS ro PREMOIf DAMAGE CORRECT KNOCKOUT TOOL REQUIRED FOR — PUNCHING KNOCKOUTS. DO NOT DRILL THROUGH KNOCKOUTS O O CONDUIT MUST BE PROPERLY SECURED TO PREVENT DAMAGE TO CABINETS AND OR CABLING - a 27 CON KNOCKOUTS w/ALARRIGIDM CONDUIT.LB CENSOR BODY FOR ALARM CUSS E TEMP SENSOR ROUTING.CONDOR MUST BE 0o PROPERLY SECURED TO PREVENT LIVANGE U 0 CON KNOCKOUTS BODY F w/RIGID CONDUIT,LB C CONDUIT BODY FOR MV FIBER OPTIC CABLE w ID POWER.CONDUIT MUST BE PROPERLY Q 2.5•KNOCKOUTS w/RIGID RED TO PREVENT DAMAGE CONDUIT,LB CONDUIT BODY 0 FOR MICROWAVE CONDUIT BOLT DOWN PATTERN MUST BE PROPERLY O SECURED TO PREVENT DAMAGE O 0 0 2.5•KNOCKOUTS LOWER O O 0 REAR INTENDED FOR 0 HYBRID/MLE CABLES GROUNDING NOTE: 0 O O^ "CABINET GROUNDING TO USE A SINGLE, #2 BTCW nn0 CONDUCTOR.W/2—HOLE, 1" C—C, LONG BARREL. 0w CABINET GROUND POINTS WINDOW LUG, IN 3/4"LFNC TO GROUND RING. ON Q PLINTH GROUNDING IS NOT REQUIRED." 0 0 REAR VIEW 33.6" `DOOR 2.5•KNOCKOUT UNUSED FOR (ONTO w 25.OC POWDt CLOSED DEDICATED CIRCUIT TO SERVICE IQ10CKNA CURET TO 9100 zs.s° 2.5•KNOCKOUT w/RIGID CONDUIN OO US CONDUIT BODY FOR AC POYIER. CONDUIT MUST BE PROPERLY O SECURED TO PREVENT DAMAGE (O NDUrr L)23•KNOCKOUT w/LB O CONDUIT BODY FOR ALARM d� KNOCKOUT UNUSED FOR 0 TEMP SENSOR ROUTNG TO B1ED DEDICATED EDIGT TO SERVICE CUTLET— ---- 25"CONDUIT. LR US w/RKOO CONDOR,LR CONDUIT BODY WILL O BE USED FOR NNING CONDUIT CONNECTION RUNNING CONDOR TO 0 LMAC-e 6131.6201.ODE OR MUAC CABINETS FOR I.CONDUIT MUST BE (ALTERNATE)1•CONDUIT w/PUWNG SLY SECURED TO PREVENT '.'�? O TOWER ALARMS) (GENERATOR,PPC,ATS m O OO CABINET GROUND PONT O 0®O O 0®O / 5/B•PLUG TO BE PUNCHED / TO IS"FOR GPS/GNSS w/ CABINET LOWER 4"PUNTH CAN 1•LB CONDUIT BODY TO 1"CONDUIT 1•RIGID CONDUITS LL CABINET GROUND POINT BE REMOVED FOR ADDITIONAL TO PPC.(GENERATOR,PPC.ATS R CONDUIT BODY / 12•PUNTH TORDt AIARMS) LEFT VIEW FRONT VIEW RIGHT VIEW PLAN VIEW SUPPLEMENTAL ERICSSON 6160 SITE SUPPORT CABINET SPECIFICATIONS SHEET NUMBER REVISION scnUe N.Ts. NOTE'.THIS SHEET WAS CREATED BY OTHERS AND PROVIDED R-V��2 O AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. V Q RACK ASSIGNMENTS RU SLOTS DESCRIPTION CAME CHASE 1 U 2 DC DISTRIBUTION 5 ® ® ® ® ® 6 RECTIFIER SHELF ® ® ® ® ® FIEAs 7 FIBER BOX ® ® ® ® ® aEcn DC POM WBlES (sNDrm N Rm) 8 DCDU iu DDDu 9 BACKHAUL ROUTER BACIOWL Ravin - �••-• � a-- FIBER CANES 10 (BNOWN N Yalm .... 11 1ST BASEBAND Tleewo 12 2ND BASEBAND 13 3RD BASEBAND 14 4TH BASEBAND ETMEm+ET WB�Es 15 5TH BASEBAND (SI N BLUE) 16 owengaN swcE (Se.MR.A.)8) `0 17 EXPANSION o 18 19 •Yg• Ya�wcE BoaBn:R ACCESS Buns 20 EXPANSION LEGACY 21 BASEBAND / VOLTAGE BOOSTER GROUND CABLES22 VOLTAGE BOOSTER (SHCWN N GREEN) SPACE MENTWlNLY IEEE 23 HANK M iNmmN_BE ASU M wDiN aN OPEN SPACE FOR SPD WBUNc a raR sro's ON 24 ACCESS THE BORW/ 25 INFIRRHAL GROUND Bue INTERNAL ROUTING FRONT VIEW (DOOR OPEN) (DOOR OPEN) SUPPLEMENTAL �� ERICSSON 6160 CABINET DETAILS SHEET NUMBER RevlsloN SCALE'N.T.S. NOTE'.AT THIS EQUESTT WAS FTHECUSTOMD BY ERSAHOUTEND IT. R-603 0 AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. NOTE: o THIS IS FOR REFERENCE ONLY, CHECK FOR SPECIFIC DETAIL IN T—MOBILE CABINET SPECIFIC INSTALLATION GUIDES a Breaker Al l ocati-for 06160 CB SLOT Ckt A aw aa l ability¢fr[he t60 DC DU Later Design volt- ¢/DCDU a and 6 S—, and 1a00 and Post-aae0 eeal- 1 1 Ra dio 4460 Bzs/6B[3 2 wNre Radie aa6D e2s/66 r,-z ci 3 " 3 U 4813 feeding B41-6e 4— PSU 4813f-ding 025/66 Bantl y(NR3641s) e]3/116 4 4 (Nr6a49eand Radi¢—) 5 5 6 6 P504833 feeding B4lq Band y(Nr6449s) ] ] 304833 feetling B71/12 PSU 4813f-ding 371/12q Band y(Radlo4a ) 2 gR.nd y(Ra d—) 9 — 3 FUNre Radia 44W B25/666-1 30 4— 4 FuWre Ratllo 4460 B25/66 b-2 Il 5 Radio 4460 B25/66 1 32 fi Ra tla4460B25/--2 13 1 Router PS-1 14 2 Radia 4415 B25/66n R.dlo 4460825/66 n-1 15 3 Re dt.4415 B25/66B Ra d.44W B25/66 n-2 36 4 Ratlio 4415 B25/66y Ra di.4460 B25/668-1 1] 4.W 5 PSU 4813f--g B2/25 R.do 44608z5/668-] 18 0.B and R.d l o 442.) Rad 1¢4460825/66 y-1 39 > R.tl 1¢44fi0 W2/66 y-2 20 8 21 9 Sector ltlen0bcation ¢.N ha •Ben •Gamma b•0elta g silon •Zen RETURN BUS BAR '1�91� Loo 41W BUSPWORIT�o r gQADMAD) DC p51RIBUTIDN ° d'p a1EA2aRs(21) ® e ®® pip p p 0 a� a e®o® 9 DC DON POWER uNRIS7RBIIR OONROLLER 3 C;LDI lid a Ifi ie n ALRM BOARD I92 = (S'D(2 �22 RWnFIERS(1-4) ALRN BOARD E6 POWER SUBRACK DC DISTRIBUTION SUPPLEMENTAL ERICSSON 6160 ELECTRICAL DETAILS SHEET NUMBER REVISION SCALE'N.T.S. NOTE'.THIS SHEET WAS CREATED BY OTHERS AND PROVIDED R-604 0 AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. NARY AND TEMP ci KNOCKp114 NOTE: BATTERY CABLE KNOCKOUTS F 1.ALL CONDUIT AND FITTING ENTRANCES INTO CABINETS AND ENCLOSURES a MUST UTILIZE MYERS OR EQUIVALENT HUBS OR SEALING WASHERS TO PREVENT WATER ENTRY/SEEPAGE INTO CABINETS AND ENCLOSURES. O •O O• O OO 00 2. (UQUIDFLEX) FLEXIBLE METALLIC CONDUIT(LFMC) &ASSOCIATED AOPTIC CABLE AV FIBER O FITTINGS CAN BE USED AS NEEDED BUT ONLY FOR TIGHT CONDUIT KNOCKOUT 0 m BENDS AND RUNS SUBJECT TO UL AND NEC LIMITATIONS. 6' MAX PER O 0 CONDUIT RUN. 3. POWER CONDUIT BODY ATTACHED WITH SHORT NIPPLE AND SEALING O O WASHER INSIDE& OUT. (FOR DOOR HOOD CLEARANCE) �KHocKour O 4.PULLING ELBOWS MAY BE USED IN LIEU OF A CONDUIT BODIES WHEN 00 00 O O CLEARANCE IS LIMITED. �00 5.ALL EXTERNAL ALARM CONDUITS ARE T00 TERMINATE AT THE PPC WITH O O 00.0 O O O O O O 0 0 O O O A SINGLE 1"ALARM CONDUIT TO THE 6160. �"- ll 2A" CPS 6. (DO NOT USE CHASE NIPPLES) CONDUIT SHOULD HAVE SEALING (O KNOCKOUTS PLUG ON INSIDE PTIONAL AAV/NV) To PPc (C PPC WASHERS INSIDE AND OUT w/ LOCK NUT AND CAP. ATs&TOWER ALARMS) IN 2�RDIDCONDUIT CONDUIT LOCATIONS ALARM&TEMP SENT CABLES N Y•me CONDOR Dimf816D �&GBLE TEMP AW FIBER OPTIC CABLE•/ND POWER IN 2"PogD CONDUIT 0 MV BEER OPTIC CABLE AC AC C AC POWER CABLE IN 2"FWD CONDUIT 00 00 ® 0 0 0®0 O '5�z IN 0 0®0 0 0 0 0 T"CONDUIT TO PPG.(GENERATOR. 0 0 0 0 PPG.ATS&TOWER ALARMS) I PN �� T•I8 CONDOR BODY TOM CONDOR TO IN 1"IYT RIGID OONDUT MT KNOCKOUTS PPC.(GENEOR,PPC,ATS&7C(op (OPTIONAL MV/M) AWt115) REAR VIEW SIDE VIEW SUPPLEMENTAL ERICSSON 6160/13160 CONDUIT ROUTING DETAILS SHEET NUMBER REVISION SCALE N.T.S. NOTE'.THIS SHEET WAS CREATED DV OTHERS AND PROVIDED R-605 AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. MANUFACTURER: ERICSSON US KNOCKOUTS w/RIGID rERY T, MODEL• 8760 BATTERY CABINET u CONDLIIf BODY FOR BpTERY DIMENSIONS: 63 x 25.6 x 29.5 H z W z D BRED M ff PREyENrUST DAMAGE NOTE: WEIGHT: 295 LBS WITHOUT BATTERIES CORRECT KNOCKOUT TOOL REQUIRED FOR 25A AUx BREAKERS. PUNCHING KNOCKOUTS.DO NOT DRILL THROUGH FANS,LIGHTS.ETC. KNOCKOUTS 0 0 3 x aoDA CONDUIT MUST BE PROPERLY SECURED TO F 2.5'KNOCKDUIS w RKND CONDUrt, PREVENT DAMAGE TO CABINETS AND OR CABLING Q LB COHIUIT BY FOR ALARM CABLE!TEMP SENSOR ROUTING. ---ALARM BOX, CONDUIT MUST BE PROPERLY PREIABLED 0o SECURED TO PREVENT DAMAGE BATTIRY RACK $ 1 0 SK BATTERY SHELVES, BATTER(RACK UP 70 ZDOA HR.w// a BATTERY NBPAIgN PRDN5TALLED IfATEAS MOUNTS BATTERY PACK CABINET GROUND POINTS e pp REAR VIEW FRONT VIEW p (DOOR OPEN) GROUNDING NOTE "CABINET GROUNDING TO USE A SINGLE, 2 BTCW CONDUCTOR,W/2-HOLE, 1" C-C,LONG BARREL, (OPTIONAL)2d•KNOCKOUTS FOR WINDOW LUG,IN 3/4•LFNC TO GROUND RING. TO al!TEMP SENSOR ROUTING PLINTH GROUNDING IS NOT REQUIRED." TO 8180 (OPIIBUU 2.6•DO PVNBt KNOCKOVIS TO 8180 00 0 0 0 0 0 0 ®� 0 0 CABINET GROUND PONT WBTEf caollw POM PLAN VIEW LEFT VIEW FRONT VIEW RIGHT VIEW 8160 ERICSSON SITE SUPPORT BATTERY CABINET SUPPLEMENTAL ERICSSON B160 BATTERY CABINET SPECIFICATIONS SHEET NUMBER REVISION SCALE'N.T.S. NOTE'.THIS SHEET WAS CREATED BY OTHERS AND PROVIDED R-606 0 AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. MANUFACTURER: NOKIA MANUFACTURER: ERICSSON MODEL, 3HE15548M GNSS RECEIVER MODEL: 6651 RAN PROCESSOR (KDU1370093/11) DIMENSIONS: 17.25" x 10" x 1.75' MANAGEMENT I DIMENSIONS: 1.73" X 19.02" X 13.86" H" X W' X D" WEIGHT: 110.5 LBS (FULLY I WEIGHT: 116.98 LBS s SFP28/SFP+ 19.02" SFP/SFP+ 10 Gbps 25Gbps PORTS —48V DV POWER USB DC PSU DC PSU PORTS 1-24 25-32 (ET20 A) TYPE—C a o NOKIA- _- x o TN/IDL A FRONT VIEW (QSFP+ / QSFP28) BASEBAND A-M, A-J (RJ-45) - QSFP28 100GBPS TN/IDL B,C,D (SFP/SFP+ / SFP28) GROUNDING CHASSIS, USE TWO PORTS 33-34 (SFP/SFP+ / SFP28) Q HOLE LUG, DESIGNED FOR #8 USB J� AWG BURNDY (YAZ8C2TC1045) CONSOLE FAN MODULE NOKIA PIN# 52-1178-01 o ® o 0 o REAR VIEW 0 0 ® o 0 17.25' 10" I MOVABLE BRACKETS ® GROUNDING LUG SIDE VIEW 1.75" ® 19' RAN PROCESSOR 34097-NOKIA 7250 IXR-e ROUTER w/GNSS 34553-ERICSSON 6651 RAN PROCESSOR 0 SCALE'.N.TS. SCALE'.N.T.S. SUPPLEMENTAL SHEET NUMBER REVISION' NOTE'.THIS SHEET CREATED BY OTHERS AND PROVIDED R-607 0 BY REQUEST OF CUSTOMER WITHOUT EDIT. L'E'QuUECTY... . COMMSCOFF TECHNOLOGIES,LLC M1NUF7CTURER: OOMMSCOPE MVAFACTU ER: MIOROMTA ODE FVV-65B-RB MODEL: T.NT19G210 -21 TINA OPID® MWEI. NF61614 QUAD DIP1E1NR EIG CO LEG gMEN9NNN& t0D4'z 1{M•z h78' z W z D gNENSIONS SNgE UN .9A7 z z 1.91 X z W z D WEIGHT. 1M7 LBS WEMM .—12N —LES IMES ' 72.0'.11.8"-1 R . B5.B12.B25.B41.B71.e66 2.35•T I �U 2.23' h1Y 1.56" u }�{ {'={ GROUND op F 10.04• 724 5A7' NFPi t 8 o U ..sv VENT BOTTOM 7 1h43' 1J.18' (1)0 9.28'11.78' h1Y GROUND Y1, {17 r I xs• .47' CONK 4J-10(F) (2 OUT/4 IN) as n H:lEEPLL ai,m� w' w- m-10 FEMME sGr,"T 2a COMMSCOPE FVV-65B-R3 34615-COMMSCOPE TRI-BAND TMA 34546-MI-54844 QUAD DIPLEXER 1 SCALE'.N.T.S. L SCALE:N.T.S. J SCALE:N.T.S. EPoCS MANUFACTURER SON II MOgl: 1180 BIOTIN0. 181 9 1 NMNIliAC1111ER: EPoCSSON M4AIFACIVfEIT: EPoC990N DBQNSIONS 21 B'z 1xT z 7A' z N z D MOgl: MW RAgO B2 B88 KRC 181 91 MWEI: aaaJ RADq NOW!TWO: B71 B8a FOR NR AND LTE .KEN — 19.7 z i8A z 122 gNENSIONS: 1 z 1h78 z 571 z W z D WEIGHT: 81 lHS WEK9R: 109 LBS z MODEL BANK 041 FOR NR AND LTE BRACKET WEIOXD 3.75 M MULTI ERS 109 1973 BRACKET WEIGHT. 4A LBS XFAW 12S799J 1 WEK.M 0<1: a0.BJ PoONT NINE 1dY RIGHT SIDE Ise12.2'VI VIEW FRONT VIEW/ 7.6' 14,76 8.71' .. i0.0Nf VIEW O 19.Y INTETNA A-D FTN)N LEFT OPf1_7 2+2 CPRI PORTS OPT2-12.21 CPRI PORTS Ln TO RKa1T(4--10(F� -4N WIN 1 �1 ANTENNA A*TORX F%91 LEFT OPTICAL NgGTORS CONNECTION) _4gy DC POWER (2 WINE) NII 1 OPTICAL INDO RIOHf MIX1D(F) (SEE SFEEf 2) B OTCM VIEW SUPPLY NNA(SE sNEETONNECTION)GROUND 2t&M GROUND 1RIOXfANGLENDQNNA Al ANTENNA B1 CAUBMTMM!(NIXLDCPOWER® ® ® oOWIL WG C3-10 CONNECTOR 4J-10 COMECfdt (F)CONNECRON) �2x8m ANTENNA A2 4-10 CONNECTOR DUAL LUG ATENA BY GROUND 2♦J-10 CONNECTOR EXTEIVIAL CO NN ECTORA 14 PIN)N (LC ON SWi W/NIPPOR' -{aV OPT CABLE 2 OC IN 2 OPgY1 CABLE AID FOR IEf(qN FCR NLL A(S) MMI z 7F1b (LC ON SFP+rCONNECTOR 8CONNECTFOR FULL FOROR 8"Er PALD AIN) (LC ON SFN OPTICAL FPP+/SUPPORT FOR NLL AXE) 2 OPIICPL CANE EMDMIL ALN81(qNPN)OPT11 2+2 CM PORTSFAC 2 OP 2-2 2+2 CPR PORTS (LC ON SFP+wCONNDCfOR 1{PIN) SUPPLEMENTAL 34372-ERICSSON 4480 RADIO 34373-ERICSSON 4460 RADIO 132/25 B66 34376-ERICSSON 8863 RADIO SHEET NUMBER: RFVISION: 4 SCALE.N T.S. J SCALE.N TS. U SCALE:N T.S. NOTE'.THIS SHEET CREATED BY OTHERS AND PROVIDED R-608 0 BY REQUEST OF CUSTOMER WITHOUT EDIT. Nk SOUTNILD 1011dN ® PLANNING B0ARD Highlander a April 1, 2025 Town of Southold PO Box 1179 Southold, IVY 11971 Attention: Building Department Re:Application for building permit Applicant:T-Mobile Northeast LLC(LI13883 Orient FD) Premises:Orient FD Cell tower 23300 Rt 25, Orient SCTM#: 1000-18-5-13.8 Dear Sir/Madam: Enclosed herewith you will find the following in regard to the application for a building permit for T- Mobiles upgrade to its existing telecommunications facility at the above-named site: 1. Application for building permit 2. Filing fee check in the amount of$375.00(Accessory: $125; Electrical:$150; COO commercial $100) 3. Certificates of Workers Compensation Insurance, Disability Insurance and Liability Insurance for general contractor, Comcell Construction Corp. 4. Four(4)sets of signed and sealed construction drawings for T-Mobile Please advise when building permit is ready. Thank you for your courtesy and cooperation in this matter. Very truly yours Mrie Rus 155 Carleton Avenue, East Islip,New York 11730 Telephone: 516-810-1.117 Email: mrusso cr highlanclerine.eom TOWN OF S U L, —BUILDING DEPARTMENT w Town Mall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 1.1971 0959 �v„ 'Telephone (631) 765-1802 Fax (631) 765-9502 1 it,15..:.li _soutfac)ldto YM„�-,,g Date Received APPLICATION FBUIL DING PERMIT 1 I For Office Use Only ".) PERMIT NO. Building Inspector:_ r Applications and farms must be filled out in their entirety. Incomplete applications will not be accepted, Where the Applicant is not the owner,an Owner's Authorization for (Page 2)shall be completed. Gate: OWNER(S)OF PROPERTY: Name:Orient Fire District SCTM# 1000-1 ®5-1 . Project Address:23300 Route 25,Orient Phone#: 31® 2 m 5 Email:OrientFD@optonline.net Failing Address:23300 Rt 25 Orient CONTACT PERSON: Name:Marie uo Failing Address:225 Kingston Dr, Ridge, NY 11961 Phone : 1 1 -111 Email:mrusso@high.landerinc.com DESIGN PROFESSIONAL INFORMATION: Name:Scott it u Failing Address:l Fenton Main-St300, Cary, NC 27511 Phone#: 1 11 JEmaill:c ristc r.sandor amedcantow r.c rn CONTRACTOR INFORMATION: Name: o c ll Construction Corp Failing Address:1373 Lincoln Ave, Holbrook, NY 1171 Phone#: 31 4m 1 Email:MikeA@com-cell.co DESCRIPTION F PROPOSED S`r °TI ❑New Structure ❑Addition i0AIteration ❑Repair ❑Demolition Estimated Cost of Project: other $25,000.00 Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Utility/telecom Intended use of property:Utility/telecom Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to institutional this property? EJYes AiNo IF YES, PROVIDE A COPY. R Check Box After rteadh1g: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described,The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to achnit authorized Inspectors on premises and in building(s)for necessary inspections,False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law, Application Submitted By(print name):Marie Russo 91 Authorized Agent 00wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Marie Russo being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is theAgent for T-Mobile (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 filetherewith—,/` Sworn before me this day of 202,S" Notary Public GABRIELLE CORSETTI �OTARY PUBLIC STATE OF NEW YORK QUALIFIED IN SUFFOLK COIJ�Ty PROPERTY OWNER AUTIJORIZATION LIC.#5050248 COMM, EXP, Oct P_po (Where the applicant is notthe owner) residing atv73- 2 2 41 PA 5,,,) vs do hereby authorize Marie Russo Agent for T-Mobile to apply on my.!?�balf to the Town of Southold Building Department for approval as described herein, 2— Owner's Signatu4,,�/ Date -0 Print Owner's Name "T 2 TOWN OF SOUTf1O , --BUILDING DEPARTMENT °, �rrrr� •. Town Flall ,annex 54375 Main load P. 0. Box 1179 Southold, NY 1 1 971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 flatus,«i,!wwyar.sc,ut��i0 dLo� -M,&.��'. BUILDING PERMIT APPLICATION INSTRUCTIONS CHECKLIST • Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. • The work covered by this application, including land clearing/site work, may not be commenced before issuance of a building permit. w No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. • Every building permit shall expire if the work authorized has not commenced within twelve (1 ) months after the date of issuance or has not been completed within eighteen (18) months from such date, If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an additional 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITrED WITH THE FOLLOWING MATERIALS: Building Permit Application: Complete, signed and notarized. A survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways, Four (4) sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. Contractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or Li26.3)AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) « Certificate of Liability Insurance Note-. Final Fees will be a,alCu.fl:Ymtcd I:�Y thc^ i':tr.uiiding Del.»: rtfluurµrrt: r.uffn ;the fee_schrurjlsle � ees will be r°:0ect:ed aftelkr the I er unit is wr Vtten" ADDITIONAL DOCUMENTATION MAY ERE LiIRE17 AS I[7E TIFIEf3 BEL ❑Suffolk County Department of Health Services Approval (original copy) ElApproval of the Zoning Board of Appeals, Planning Board, and/or Historic Preservation Commission (if applicable) Cifrlgipal tfrela(9;, hzp) , uk:i :n (FILED SEPERATELY}. Electrician must have an active license with Suffolk County _µ ev Iwl o cad Plrir� 1elrresrt i Permt..A pitiran (if applicable) o..._.��._. ._ . .,. o. EiSouthold Town Trustees Permits may be required: If any work will be done within 100' of a tidal or fresh water wetland, ONYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland 01 copy of ComCheck/ ResCheck (if applicable) ❑1 copy of Manual J, Manual D and Manual S (if applicable) Cltltiliz.atromrr of tr,USs fair p n r a a woo / ur rl aw cons ruction l��rc� (if applicable) lSingle and separate title search (if applicable) _M E]Curb cut permit (NYS or a. f(lk CoUntµ h wu n.2— 0 (if applicable) 00riginal signed Owners Authorization: if a licant is other than owner. 3 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road 1 . 0. Box 1 179 Soutl101d, NY 1 1971 0959 'Fe1ephone (631) 765-1802 Fax (631) 765-9502 h s_/1 artr,thµatla)i,o�a_vnfl &jy INSPECTION &CERTIFICATE OF OCCUPANCY INFORMATION It is the responsibility of the applicant, owner, or contractor to request inspections from the Building Department. Construction must be completed and certificate of occupancy must be obtained within eighteen (18) months, or the permit may need to be reneged. Building permits shall be visibly displayed at the work site and shall remain visible until the authorized work has been completed. Work shall remain accessible and exposed until inspected and accepted by the Building Inspector.The permit holder shall notify the Building Inspector when any element of work described below is ready for inspection. The following elements of the construction process shall be inspected, where applicable; * Footing reinforcement or pier excavation prior to pour; • Footing keyway with foundation wall reinforcement; • Foundation before backfill; • Foundation damp proofing; • Framing,tie down/strapping and plumbing; • underground plumbing; • Perimeter insulation; • Rough electric; • Insulation and caulking; • Solid fuel-burning heating appliances, chimneys, flues or gas vents; • Energy Code compliance; and • A final inspection after all work authorized by the building permit has been completed. After all necessary inspections are completed additional documents, including but not limited to the following, may be required; « Suffolk County Health Department Approval—original copy • Plumbers Affidavit • Miscellaneous Certifications as requested by Plans Examiners or Inspectors The Certificate of Occupancy will be issued after all of the required documents are submitted to this office. No building may be used or occupied in whole or in part, until a Certificate of Occupancy shall have been issued by the Building Inspector. The owner/contractor/design professional is responsible For all drainage and storm water issues as provided by Chapter 236 of the Town Code. The person responsible for this site must call in for all inspections listed above. Contact the Town of Southold Building Department at (631) 765-1802 to schedule your inspections, Please have your building permit nurnber ready. 4 BUILDING DEPARTMENTElectrical Inspector TOWN OF SOUT'HOLD Town Hall Annex m 54375 Main Road - PC Box 1179 Southold, New York 11971-0959 � ,.k' Telephone (631) 765-1802 m FAX (631) 765-9502 Iamesh(csoutholdtownn�.gov seandsoutholdtownny.�ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) ate: April 1, 2025 Company e: Highlander Consultants Inc. Electrician'sName: To Be Determined License No.: Elec. email: mrusso@highlanderinc.com Elec, Phone No: I request an email copy of Certificate of Compliance Elec. Address.-:- JOB SITE INFORMATION (All Information Required) Name: Orient FireDistrict/T- oile Address: 23300 Route5, rent/ 155 Carleton Ave, E. Islip, NY 1173 Cross Street: Phone o.: 631345 Bldg. er it : email: mrusso@highlanderinc.com Tax a istrict: 100 Section:18 Block: 5 Lot: 1 .8 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): upgrade to existing telecommunications facility Square Footage: Circle 1 I Is job ready for inspection2: 0YES N Rough in Final o you need a Temp Certificate'?: 11YES 0 NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New ServiceEJ Fire Reconnect Flood Reconnect ElService Reconnect Ounderground Eloverhead # Underground Laterals 1 2 0 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION r sr Workers' r" r Boardoerrsaticrtt CERTIFICATE OF INSURANCE COVERAGE Y DISABILITY I I LEAVE FIT L AW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 61- -515 HOLROOK, NY 11741 Work Location of Insured(Only required if coverage is specifically limited to 1 c. Federal Employer Identification Number of Insured certain locations in New York State,i.e., Wrap-Up Policy) or Social Security Number 27-060707 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold Standard Security Life Insurance Company of New York 54375 Main Road 3b. Policy Number of Entity Listed in Box 1a Southold, NY 11971 9 293-000 3c.Policy Effective Period 1/1/213 to /26/ 6 4. Policy provides the following benefits: ® A.Both disability and Paid Family Leave benefits. ] B.Disability benefits only. C] 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 disabilityand/or Paid Family Leave benefits insurance coverage as descr d above. ®Date Signed / By _ (Signature of insurance carrier's authoriAed representative or NYS licensed insurance agent of that insurance carrier) Telephone Number 1 m 1 1 Name and Title SUPERVISOR-DBL/POLICY 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 5B 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 5B of Part 1 has been checked) State of New York Workers' Coens i oar 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!Vote: 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. D -120,1 (12-21) 1�1 I I ' �) I I I II� DB-120,7. (1.2-21) Additional Instructions for Form D13.120,1 By ' signing this form, the insurance carrier identified in Box 3on this form is certifying that it is insuring the business referenced in Box 1a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family 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 u 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 6y regular mail.) Otherwise, this Certificate ia valid for one yearafter this form io approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier, This certificate is issued as a matter of information only and confers no rights upon the certificate ho|der. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy iaineffect. Please Note: Upon the cancellation mf the disability and/or Paid Family Leave benefits policy indicated on this form, |f the business continues tobm named ona permit, license mr contract 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 mr other authorized proofthat the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (o) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for orin connection with any work involving the employment of employees in employment ae defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand and twenty-one, 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 part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee ifeoemployed. (b)The head of a state or municipal department, board, commission or office authorized or required by law 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 contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured em provided by this article. DB-128.1 (12-21) Reverse - 4� �� n�� ,� � `�~ � � New York State xnowwamueFu rim PO Box 68699.Albany,NY122O0 1nysif.comm CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 2708072070J. ACR|8URELLCD8A &C|RDCCO GROUP LLC u. 777 TERRACE AVE SUITE 3U8 SCAN T8VALIDATE HASBROVCK HEIGHTS NJU70U4 AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD BUILDING DEPT THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YQRK STATE INSURANCE FUND UNDER POLICY NO. 2108505'5. 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 YDRK. EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TOOPERATIONS OUTSIDE OF NEW YORK. TO THE POLICYHOLDER'S REGULAR NEW YORKSTATE EMPLOYEES ONLY. |F YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR VVEBS|TE ATHTTPS:VVVVVVV.NYS|F.COM/CERTCERTVALASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE|NTHE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NY8|F AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS VVE PAID IN VVORKERQ'COMPEN8AT|ONAND/OR MEDICAL BENEFITS TODRON BEHALF DF4N EMPLOYEE 0FOUR INSURED|NTHE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO AWRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED A8A 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 TOBE ISSUED TUTHE CERTIFICATE HOLUER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30CALENDAR DAYS' NOTICE DF ANY CANCELLATION OF THE POLICY. NEW Y[3RKSTATE INSURANCE FUND o|nECTOR.|mouRAwCE FUND UNDERWRITING VALIDATION NUMBER: 845O331O5 u-28.3 r '0 ' DATE(MM/DD/YYYY) 2/27/2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT ,NAME: June Dullo Acrisure NJ Partners Insurance Services, LLC PHONE EXt: 551-345-9061 A/c No:201-727-0080 100 Passaic Avenue EMAIL Suite 120 ADDRESS.: jdulio@acrisure.com Fairfield NJ 07004 INsuRERSs)AFFORDINGCOVERAGE _--- _ License.#_1202869 INSURER A:Great American Risk"Solutions Surplus Lines Insura 35351 _- INSURED COMCCON-01 INSURER B: Merchants Mutual Insurance COmpanv _._ _ 2_3329 _ Comceli Construction Corp. - "-- -- - 1373 Lincoln Ave INSURER C: RSUI Indemnity Company- — .------------__.-.... 22314- Holbrook NY 11741-2209 INSURER®___Starr Indemnity&_Liability Company - -_.. 38318 INSURER Nav'IAc#tors Insurance Company -- 42307 INsuRER F: Llo d's _ - COVERAGES CERTIFICATE NUMBER:1213468056 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _....._...-- -------- -------..---- ADDL§UBR ----- ------ POLICY EFF Poucv eXP TN-SR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY /YY MM/DDYY LIMITS LTR A X COMMERCIAL GENERAL LIABILITY Y PNY F205298 7/8/2024 7/8/2025 EACH OCCURRENCE __ $1,000,000 (- 1 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES.�Ea occurrences,,,. $50 000 X Prod/Comp Ops MED EXP(Any one person) _ $excluded X Contractual Liab PER50NAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $5,000,000 POLICY JECO X T EJ LOC _PRODUCTS-COMP/OP AGG $2,000,000 X OTHER: $5K BI/PD Dad ! Maximum Ag regate $$5,000,000 B AUTOMOBILE LIABILITY CAP1052866 7/8/2024 7/8/2025 COMBINED SINGLE LIMIT $1,000,000 tEa accident _ — _ X ANY AUTO BODILY INJURY(Per person) $ _ ...---..__ -----------------------------.___._--------- OWNED SCHEDULED BODILY INJURY(Per accident) $ .-. AUTOS ONLY AUTOS X HIRED X NON-OWNED PPROPER7Y©Av9AGE AUTOS ONLY AUTOS ONLY _L_er accdent)____--._....._._._..— .._.__.._..._._._.—.—__..__.._.._-__ C UMBRELLA LIAB X OCCUR NHA601229 7/8/2024 718/2025 EACH OCCURRENCE $2,000,000- -- --------------- - X EXCESS LIAB CLAIMS-MADE AGGREGATE $2,000,000 DED RETENTION$ WORKERS COMPENSATION _ STATUTE OERH AND EMPLOYERS'LIABILITY y/N ---._ ...-� "--"- --" ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFF]CER/MEMBEREXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under __.._.._...---- DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Excess Liability 1000589031241 7/8/2024 7/8/2025 Occ/Aggregate $3MM/$3MM E Excess Liability RK24EXCZOEF991V 7/8/2024 7/8/2025 Occ/Aggregate $5MM/$5MM F Professional Liability ANE5354879.24 7/16/2024 7/16/2025 Claim/Agg/Retention $2MM/$2MM/10K DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Pollution Liability-Markel Insurance Company NAIC#38970 Policy#MKLC2ENV100011 02/17/2025-02/17/2026$1,000,000 each Pollution Condition/ $2,000,000 Aggregate-$5000 Deductible Town of Southold,54375 Main Road,Southold, New York, 11971 as additional insured with respect to work performed by the Named Insured as required by written contract subject to the terms of the commercial Genral Liability policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 c 19 8-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD PNYF205298 Great American Risk Solutions Surplus lines Insurance Company CG010119 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL I , LESSEES CONTRACTORS LORGANIZATION This endorsement modifies insurance'provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE DART SCHEDULE Name Of Additional Insured Person(s) Location(s) Of Covered Operations Or Organization(s) Any person or organization where required by written All locations where performing your ongoing operations for contract to be added as an additional insured, provided the the person or organization shown in the schedule. "bodily injury„ "property damage", or"personal and advertising injury" occurs subsequent to the execution of the contract or agreement. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II d Who Is An Insured is amended to include as an additional insured the person(s)or organization(s) shown in the Schedule, but only with respect to liability for"bodily injury", "property damage" or"personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s)at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury"or"property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project(other than service, maintenance or repairs)to be performed by or on behalf of the additional insured(s)at the location of the covered operations has been completed; or 2. That portion of"your work"out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. O Insurance Services Office, Inc., 2018 CG 20 10 12 19 (Page 1 of 2) PNYF205298 Great American frisk Solutions Surplus Lines Insurance Company Co With respect to the insurance afforded to these additional insureds, the following is added to Section III -Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. ® Insurance Services Office, Inc., 2018 CG 20 10 12 19 (Page 2 of 2) P YF205298 Great American Risk Solutions Surplus Lines Insurance Company CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL C 9 LESSEES CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) r Organization(s) Locations And Description Of Completed Operations: Any person or organization when required by written "Your work" at any project. contract to be added as an additional insured with respect to Products/Completed Operations provided the "bodily injury"or"property damage"occurs subsequent to the execution of the contract or agreement. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II -Who Is An Insured is amended to include as an additional insured the person(s)or organization(s) shown in the Schedule, but only with respect to liability for"bodily injury"or"property damage" caused, in whole or in part, by"your work"at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the"products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III -Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. C7 Insurance Services Office, Inc., 2018 CG 20 37 12 1 (Page 1 of 1) PYF205298 Great American Risk Solutions Surplus Lines Insurance Company IL 88 01 11 8 FORMS It is hereby understood and agreed the following forms and endorsements are attached to and are a part of this policy: Date Added* or Form and Edition ST Date Deleted Form Description 1 SL3016 06/18 NY Commercial General Liability Coverage Part Declarations Page 2 CG0001 04/13 NY Commercial General Liability Coverage Form 3 IL0017 11/98 NY Common Policy Conditions 4 RSG7185 08/21 NY Deductible Liability Insurance (Including Costs and Expenses) 5 SLG2071 01/11 NY Designated Construction Project(s) Gen. Agg. Limit With Policy Agg. Limit 6 RSG7176 02/21 NY Explanatory Policy Premium Endorsement 7 RSM7112 05/22 NY General Service of Suit Endorsement (Not Applicable In Delaware Or Pennsylvania) 8 IL7268 09/09 NY In Witness Clause 9 CG2404 12/19 NY Waiver of Transfer of Rights of Recovery Against Others to Us (Waiver of Subrogation) 10 CG2037 12/19 NY Additional Insured-Owners, Lessees or Contractors-Completed Operations 11 CG2010 12/19 NY Additional Insured-Owners, Lessees or Contractors-Scheduled Person or Organization 12 SLG2088 11/11 NY Amendment of Other Insurance Condition-Primary Wording for Additional Insureds 13 RSG7207 09/23 NY Exclusion - Known Pre-Existing Damage 14 CG8481 08/14 NY Exclusion -Organic Pathogens 15 CG9029 05/16 NY Exclusion of Claims and Suits Alleging infringement of Intellectual Property or Unfair Competition 16 CG2107 05/14 NY Exclusion-Access or Disclosure of Confidential or Personal Information and Data-Related Liability- Limited Bodily Injury Exception Not Included 17 RSG1010 05/20 NY Exclusion-Aircraft Products and Grounding Liability 18 IL7069 03/16 NY Exclusion-Asbestos 19 CG2135 10/01 NY Exclusion-Coverage C- Medical Payments 20 RSG7217 12/21 NY Exclusion-Cross Suits Liability-Any Named Insured 21 RSG7104 07/22 NY Exclusion-Designated Operations Covered By A Controlled (Wrap-Up) Insurance Program or Project-Specific Policy IL 88 01 11 85 (Page 1 of 2) PNYF205298 Great American Risk Solutions Surplus Lines Insurance Company Date Added" or Form and Edition ST Date Deleted Form Description 22 CG2147 12/07 NY Exclusion-Employment-Related Practices 23 CG2243 04/13 NY Exclusion-Engineers, Architects or Surveyors Professional Liability 24 RSG7224 01/22 NY Exclusion-Exterior Insulation and Finishing Systems (Products-Completed Operations Lazard Only) 25 CG7794 07/98 NY Exclusion-Liability Arising Out of Lead 26 IL0021 09/08 NY Exclusion-Nuclear Energy Liability Exclusion (Broad Form) 27 CG8366 06/05 NY Exclusion-Nuclear, Biological, or Chemical 28 RSG7174 01/20 NY Exclusion-Perfluoroalkyl or Polyfluoroalkyl Substances (PFAS) 29 CG8344 01/03 NY Exclusion-Punitive and Exemplary Damages 30 CG8361 02/05 NY Exclusion-Silica or Related Dust 31 CG2149 09/99 NY Exclusion-Total Pollution 32 CG2109 06/15 NY Exclusion-Unmanned Aircraft 33 IL7324 07/21 NY Global Sanction Endorsement 34 IL7210 01/20 NY Disclosure Pursuant to Terrorism Risk Insurance Act 35 CG2175 01/15 NY Exclusion-Certified Acts of Terrorism and Exclusion of Other Acts of Terrorism Committed Outside the United States If not at inception THE INSURER(S) E HEREIN IS (ARE) NOT LICENSED Y THE STATE E , NOT SUBJECT TO ITS SUPERVISION, AND IN THE EVENT O THE INSOLVENCY F THE I Ul E (S), NOT PROTECTED Y THE NEW YORK STATE SECURITY FUNDS. THE POLICY MAY NOT BE SUBJECT TO ALL F THE REGULATIONS OF THE DEPARTMENT OF FINANCIAL SERVICES PERTAINING TO POLICY FORMS. IL 88 01 11 8 (Page 2 of 2) Policy#PNY F205298 SLG 2088 (Ed. 11111) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF OTHER INSURANCE CONDITION - PRIMARY WORDING FOR ADDITIONAL INSUREDS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM The following provision is added to a. Primary Insurance in Section IV—COMMERCIAL GENERAL LIABILITY CONDITIONS, 4. Other Insurance: The insurance afforded to any additional insured on this Policy is primary insurance, but only with respect to"bodily injury" or"property damage"liability arising out of your operations. Furthermore,the insurance maintained by the additional insured shall be non-contributing. However, this coverage extension applies only if: 1. You are required by an "insured contract"to provide primary and non-contributory status; and 2. The"bodily injury" or"property damage" must occur subsequent to the execution of an "insured contract". SLG 2088 (Ed. 11/11) PNYF2052)8 Great American Risk Solutions Surplus Lines Insurance Company CG 24 0411 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE EA IT CAREFULLY. WAIVERTRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO (WAIVER TT ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Oraniation(s); All entities when required by a written contract executed prior to loss, to provide this extension of coverage. Information required to complete this Schedule, if not shown above,will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section I Conditions; We waive any right of recovery against the person(s)or organization(s)shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s)or organization(s)prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. O Insurance Services Office, Inc., 2018 CG 24 04 12 19 (Page 1 of 1) Ckyscape Work Order CON S U LTA N T S I NC . 2423 S. Orange Avenue #317 Date W.O. No. Orlando, FL 32806 5/1/2025 ' 3022 WORK ORDER FOR: Town of Southold Attn: Planning P.O. Box 1179 Southold, NY 11971 P.O. No. SITE REF TBD TMO 23300 RT 25 Description Rate WORK ORDER: Town of Southold, NY(Town) and CityScape Consultants, Inc. 4,000.00 (Consultant) LOA: Consultant agrees to provide a review analysis for Site Reference Application for T-Mobile to modify proposed equipment plan modifications on facility located at 23300 Route 25 SCTM#1000-18.5--13.8 Cityscape Contact: Elizabeth Herington-Smith (877)438-2851 Elizabeth@CityScapeGov.com Town Hall Annex MAILING ADDRESS 54375 State Route 25 ��;� y�r�� P.O. Box 1179 (cor. Main Rd.&Youngs Ave.) 5I Southold,NY 11971 Southold,NY Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: April 30, 2025 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. Applicant/Project._._._..._.. .. Tax Map # �.�... Amount �..__� .... C.. �.�.... .. �................. heck Date/No. .....- ..Name &.TPe...w.... _ TMobile Upgrades at Orient Fire 1 p / 00 4/25/25 -#7933 .__._�..................... Dept. 13.8 Highlander Consultants _.. --- ...._w ..---.. ....... JAM _ ............._.... ..... _....... ......._ ..... ............. ____...w............ ...... _... .___ .... ..... 00— TOWN OF SOUTHOLD Purchase Order# ............. 3.9430 Date Account# 5-c 4, 5 FDeliver and send billing to: A"Vendo I r Department O < 77 Address O-)e-1- �-7 1� VENDOR **Return this copy and Town of Southold voucher itemized and signed for payment** ITEM QUANTITY DESCRIPTION UNIT COST TOTAL CY r # THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE A OPRIATIO CHARGED .................. .... Dept. Head I CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER ........... ... ...................... Supervisor VENIDOR