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Home My WebLink AboutCOMA2025-004881 LULIVLU: Z/(J3/;eU2b DATE OF ISSUANCE: 25-004881 "AT&T" U,APLI�V . 1201 MINTERS CHAPEL RD N CELL TO MODIFICATISO PERMIT . ..... .. tiOLDING PERMIT APPLICATION JOB ADDRESS: 1201 MINTERS CHAPLE GRAPEVINE, TX 76051 LOT: BLOCK SUBDMSION: BUIOLDING CONIRACTOR (company nme): Mastec - Donald Cherry ® .1890SWCastLaw CITYISTATEtZIP.- Batavia0 PH: # 224-639-3490 Fax# PROPERTY OWNER: -AT&T CURRENT MARING ADDRESS.- 1801 VaUey View Lane CITYISTATFJZEP: Farmm Bmack TX 76051 PHONE NUMMER.. PROJECT ® $ 15,090 FIRESPREUMERED9 YES- NO x WHAT TRADES WELJ, BE NEEDED? ELECTRIC x PLUMBING MECHANICAL 10 *1010 1 1 1 . it V* . $ 1 # #Ij U X41 14 14F410 It MOM if r wit 1 City of r- Building - Commercial GrapePO Box 95104 Alteration .�9 817) ... Project # 0048: Project .- ..[ELECTRONIC Issued02118/2026 at - FA rl •i Grapevine,.1 r ` + -- Addition Blk 2 Lot AT&T 15000 1681 Cell Site Monopole 1113 10078139_A_C_SA_ Comlete_20 2512030315.pf APPLICATION.pdf I YES TOTAL PAID $ 23.00 $ 23.00 $ 283.00 13.95 $183.95 $183.95 $ 466.95 $ 466.95 $ 0.00 I HEREBY CERTIFY AT THE FOREGOING IS CORRECTTO THE BESTMY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND I COMPLIANCE GRAPEVINE ORDINANCE • • - UNDERSTOOD OF THIS PERMI !i T GRANT itAUTHORIZEa: VIOLATION �CODE�.:"'... ORDINANCE i i "' FURTHERMORE a. . UNDERSTAND ., y ic. i PLANS i AND SPECIFICATIONS 1 . NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY.THE CITY AND Y Page 1/2 MYGOV,US 25-004881, 0211812026 at 4:08 PM Issued by: Amanda Robeson THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL February 1, 2026 Signature Date City of Grapevine Building- Commercial Alteration Project # 2 -0048 1 'p, NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. **ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. ) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (17) 10-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN LI ION ON FILE IN THISOFFICE. i i •- • • i :� i* • • _ ... Page 2/2 MYGOV.US 25-004881, 02/1812026 at 4:08 PM Issued by: Amanda Robeson iREVIEWED I By Boyce (Wed, December 3, 2025 AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 AT&T SITE NUMBER: DXL00083 SITE ADDRESS: 1201 MINTERS CHAPLE AT&T SITE NAME: MINTERS CHPUHWY114 GRAPEVINE, TX 76051 AT&T FA CODE: 10078139 COUNTY: TARRANT AT&T IWM NUMBER: WSNTX0033050, WSNTX0061270, WSNTX0061258 TOWER HEIGHT: 120'-0" - TOWER TYPE: MONOPOLE -,- PROJECT: AT&T 5G NR 1SR CBAND SITE INFORMATION DRAWING INDEX LOCATION MAP SA -' f AT&T SITE NAME MINTERS CHPL/HWY114 SHEET# SHEET DESCRIPTION -- __ SITE ADDRESS1201 MINTERS CHAPLE T-1 TITLE SHEET - - GRAPEVINE, TX 76051 7-2 GENERAL NOTES - - - - - L t :11- s "-. `)LI E _. COUNTY. TARRANT MAP/PARCEL#: 80496709 AREA OF CONSTRUCTION' EXISTING LATITUDE: 32' 55' 50 70" LONGITUDE: -97' 03' 50.90" LAT/LONG TYPE: NAD83 GROUND ELEVATION. +/- 602' (GOOGLE EARTH) CURRENTZONING. LI- LIGHT INDUSTRIAL DISTRICT JURISDICTION: CITY OF GRAPEVINE OCCUPANCY CLASSIFICATION' U TYPE OF CONSTRUCTION HIS A D A COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROPERTY OWNER' LT 2 PROPERTIES LLC 4100 HERITAGE AVE STE 105 GRAPEVINE, TX 76051-5716 CARRIERlAPPLICANT' AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 TOWER OWNER' Crown Castle ELECTRIC PROVIDER. ONCOR 1888)313-6862 TELCO PROVIDER, TBD TBD PROJECT TEAM AKE FIRM' GPD GROUP PROFESSIONAL CORPORATION 520 SOUTH MAIN ST, SUITE 2531 AKRON. ON 44311 CONTACT: CHAD BURTON, CBURTON©GPDGROUP COM RECEIVED: 2/03/2026 25-004881 "AT&T" 1201 MINTERS CHAPEL RD CELL TOWER MODIFICATIONS T-3 GENERALNOTES ' --C-11 --- COMPOUND LAYOUT-- --------- --------- ------ - C-12 EQUIPMENT LAYOUT C-2 EXISTING AND NEW ELEVATIONS C-3 EXISTING AND NEW ANTENNA PLAN C-4 ANTENNA AND COAXIAL CABLE SCHEDULES C-5A EQUIPMENT SPECIFICATIONS C-52 EQUIPMENT SPECIFICATIONS- G-I GROUNDING SCHEMATIC & NOTES - PROJECT DESCRIPTION TOWERS OPE OF WORK . GREW TO VERIFY ALL ANTENNAS & MOUNT FACES ARE ON DESIGNED AZIMUTHS . REMOVE (3) CBC7FFDcP3 DIPLEXER . REMOVE (3) RRUS-32 82 RRHS . REMOVE (3) RRUS-32 B56A RR . INSTALL (3) AIR6419 B77G ANTENNAS . INSTALL OJ 4890 B25IB66 RRHS GROUND SCOPE OF WORK . REMOVE(3) 24V CONVERTERS . REMOVE LI 1) COAX CABLES . REMOVE (21 EXISTING DC12-48-60-RM V2 (NO RMU) .INSTALL 11) NEW RETROFIT KIT, SBVDC CONVERTER NETSURE 721 ORIGINAL MODELS - NEQ 53012 - 60029556. .INSTALL (6) NEW DC BREAKERS .INSTALL {5) NEW 38V CONVERTERS .INSTALL 12i NEW 48V RECTIFIERS .INSTALL (1) NEW BATTERY RACK .INSTALL (6) NEW SBS 19OF BATTERIES- .INSTALL(2)EXISTINGDC1248M0-RM V2 .INSTALL (1 i NEW 6672 BBU 'POWER SCOPE OF WORK TO BE COMPLETED BY OTHERS ALL ELECTRICAL POWER WORK REQUIRED TO ACCOMPLISH THE ABOVE MENTIONED POWER SCOPE OF WORK IS TO BE PERFORMED BY MASTEC AND IS CONSIDERED BEYOND THE SCOPE OF WORK OF THESE PLANS MAPBOX 2025 F g � _ M J VA, - MAPBOX 2025 - - _ - - - - NO SCALE APPLICABLE CODES/REFERENCE DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN REFERENCE DOCUMENTS' ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS MOUNT ANALYSIS: ADOPTED BY THE LOCAL GOVERNING AUTHORITIES, NOTHING IN THESE THE MOUNT ANALYSIS PERFORMED BY GPD GROUP PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO PROFESSIONAL CORPORATION (PROJECT #, THESE CODES. 2025723.128293.02, DATED 09,26,2025) FINDS THE CODE TYPE BUILDING CODE 2021 INTERNATIONAL BUILDING CODE MOUNT HAS SUFFICIENT CAPACITY TO PROPOSED LOADING CONFIGURATION CARRY THE W/ LOCAL AMENDMENTS STRUCTURAL ANALYSIS: MECHANICAL 2021 INTERNATIONAL MECHANICAL CODE _WI kOCAL AMENDMENTS THE TOWER ANALYSIS IS PENDING ELECTRICAL 2023 NFPA 70 (NEC) CR LOCAL AMENDMENTS (r CALL TEXAS ONE CALL ) a (800) DIG -TESS'':1 CALL WORKING DAYS BEFORE YOU DIG!; " Aom GPD GROUP Professional Corporation 530S 1111 S'r ,1-2531 AD. , OH 44311 330 572 2100 E., 330 572 2101 Network Solutions AT&T SITE NUMBER: DXL00083 1201 MINTERS CHAPLE GRAPEVINE, TX 76051 EXISTING 120'-0" MONOPOLE GPD JOB #. 2025723,12.8293,02 ISSUED FOR BE,0nT_ JRW1 FESCRFTIon' _ T_ _I CMPoBrGPNBi J, SCHEKS( y 119636 CIVIL v OF L11 FOR 4Nv -ERSOv DC SHEET NUMBER: REVISION: T-1 I 0 SITE WORK GENERAL NOTES. GENERAL NOTES, AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 Ad& GPD GROUP Professional Corporation .-1, Suite 21" 111 0114311 330 571 21 - 330 572 2101 .-?I a sTe c Network Solutions AT&T SITE NUMBER DXL00083 1201 MINTERS CHAPLE GRAPEVINE, TX 76051 EXISTING 120'-0" MONOPOLE GPD JOB #, 2025723.12,8293.02 ISSUED FOR IT" JTVvv DESCRIPTION IEII- A .""2 I� FOI EII 11� u It P7 CIVIL T'S A " 101 OF LlFOR ITI --OT UN—ST E �—EzR TO —ITHIS --T SHEET NUMBERV T-2 : I RE ISI 0 W ELECTRICAL INSTALLATION NOTES: GROUNDING NOTES: IO IN ON AND ICRPOPECOP-RBLON=NGGOtJJCIGR, N TO _ IVCG tP=R1E�E=En _11 AL = Avice THE SUBCONTRACTOR IS RESFONSIBL-- FOR -RC`ER_Y AEQJ-NCNG TOOuoDl`ovrirvurr DCONDUIT AND cROR G¢o Noluo orris oa oAAnc ToixvEvr nN JSCON 11111. xB ICO.�—FRGUL AAIPROI=D GROUNDING TI-E JISIAL NET' Up 11STA' ERMITT bJ CONN'cCTI.NS ON GP. OSITIR E SIDE OF THE GROJ VJ BUB AR= A OiH IFRODNDUAP VG SHALLBTu.EAYVRG 50L10 TINv_D CO=F�R UNLESSRS DO VOID -I ;USE OF =WnE FAA -N45 BE—CAN6_N THE A -QUA: L°';UPPOR;ED GSHALLBE BELOW GRAE v YDCONNECTIOOSN= CONl__ TIONSMAYBER_FLACEJev rGTH_RMIC ICE BRIDG_ BONDING CONJJCTQR3 BHALL B= EAOTHERnucALLY BONDED OR ear=DTOTH_BROG=_ANDTHSTow=_RGROJvo BAR BE HBO ,A ON ALL WON IESS'ON CUP F.LT A, AFIFN STAND e BOND All METM1LLIC CAFGTE vrtiwN r, FT Cl MAiv GROJNJ AOCA OFF. Ix2 OUNDCONJJCTOee DRDIFUTHEFACLITCGROUND PUGHTIOG That Fo lmn=rvA ¢ourto rrvi corvDucTO, THROUGH Ucx ns N'STUP co OBJECTS IdETATSUPECURTELI=s OR SL- 1=81HR000H WALLS OR FLOORB AMEN I F IB DECU RED To BE ODE TION IINADETN.UCrIwTBRIAI sutH As F�C llASTCCONJJT SHALL BE US E LE1-G, CONDUCTORCSHAALL BE BOVJ PROHIBITEDOUT D TOACHE vJ OF THE M=_TAL CONDUIT TRAv=ITIODOG GROUND STANDARD D_TAL AS WILL) L.JIDTI�HTC.IIITIIJ�T.-�E.EDIIITH ILE CAULK �AJJ AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 Ad& GPD GROUP Professional Corporation 520 S-1 R."S A1, Euite 21" A.Lron,O-i1431' 330 57121 ED Fa. 330 572 210' Network Solutions AT&T SITE NUMBER: DXL00083 1201 MINTERS CHAPLE GRAPEVINE, TX 76051 EXISTING 120'-0" MONOPOLE GPD JOB 4C 2025723.12,8293.02 ISSUED FOR _ DATE JRVVV DESCRIPTION _ , v»�u It Fitt UNIFBODE ,FI.IS A F_U_ M5 SYMBOLS' ---- _ ----- _ NEC INSULATOR COLOR CODE _. .................................................... .. _-o- Sx DGRCUNISUSBAT - souJ v_uT'tw.BJ=BAD DEScRIFFIov HAs-.coJ-LErreR ARE COLOR TAL ALAGG iv _ rvnL rfncNono iRCrrR RAT ..aa, zotoLEG 2 _ A i Nos B=-nNEREv -6't AD —DELL � Frt rw ;HA ' cRRUE RUITROAL 0AGNETIC GROUND GSI G VON os * - II., - ,- - - .. �k` N CH MCAL GROUND ROJ R A v'ILA vJcv c _ _ `-- _ ., �. ✓ :D2/:5 TE EDISCONNLcT OA_TT ELECTRICAL I°-'' AwTcn P=TER31� +- 1 , UNLESS THEI AGE ACT SON ES2 JRE ■ IUNLEcs.Tn_RwuE vrnEJI not OR CEG, ,. EJ cc o ( _ E - 'I� - ., /'„• _..}.., .. __ _ _ a J c = ALCEvs DVRCF of TOuT-RTHIS JxuMEVT SHEET NUMBER: RT cN REVISION: • n�cnANI—Covv-vnov laov so ( c = L_ w =I _ '�.�.-._._ Fc. `�' _ _ -_ - I RGJVJIVGbYIR- T-3 0 AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 _t Sr NC Jr LTv FFRAME GPD GROUP , Professional Corporation 5.'0 Sou:M1 M1foin STrext, Suite _^53' 333131' 330 372 2100 Fa. 330 115]2 210' EXISTING'20'-U' M��NGPOLE _ EOUIPM=NTOV CONCRETE=A] _ - - - - - - - - __ -xI INDD = -ARRI-R 1C_ s31JDE s aaos Network Solutions AT&T SITE NUMBER: DXL00083 1201 MINTERS CHAPLE ExIST—U rILITV H-1-1 - ------------------------- GRAPEVINE, TX 76051 EXISTING 120'-0" rfEvr MONOPOLE STING1'° sH_LTEx aT-oul GPD JOB A, 2025723.12,8293.02 ISSUED FOR _ DATE JRVvv f DESCRIPTION - UHt.1..F L4PtvG tkH ,FNIS Or 411 �CNPoSTOminFA J, SCxEM.9i _ - d5596� ywrf P E CIVIL IT IS A VIOLATIOV OF LS1FOa nNv PERSON - JNI x� L it I_,I LICE —TAR T1315JOC-EiGIRCTION Of AL TOAD ER I NEET NUMBER: REVISION: C COMPOUND LAYOUT I I O 1 .'SCALE: IN �I --_ = 1 Y■ 7 RRUIBBU DC BP.— CON" O Type 1 DDB,a - I Deanery 150A 3x ('CONTRACTOR SPAT t COOROURTE FUI.I. DC BREAKER SCOPE WITH GONSTRIICTION MANAGER PROR TO CONSTRUCTION REMOVE( INSTALL VS � A RMl1I INST u12ITALL(1) 6672 V2 INSTALL 1,105r2 Beu eSIOVE(1)-so REIRRE NETINSTAL2 IM GINAL MweLs'TNEQ53012-60295 6 5 FE22, NEw.6v< -TF1'TEES 1N`STALL 12) NEW <OV ftECES INSTALL (0) NEW DO BREAKERS SEE TABLE ESDT DATA WAS NOT AVAILABLE AT THE TIME OF THIS DRAFT PLEASE PROVIDE A DETAILED INTERIOR LAYOUT IN ORDER TO SHOW ALL EQUIPMENT. HVAC EXISTING EXISTING EXISTING 2206 2206 2206 CABINET CABINET CABINET EXISTING PILDRUSEDBA ^ LTE FIF NEW BE INSTALLED w118) NEW SEE RACK BATTERY ^' 19MH BATTERIES RACK EXISTING EXISTING FIF POWER RACK PLANT EXISTING LTE FIF RACK EXISTING EXISTING EXISTING 3206 3206 FIE CABINET CABINET RACK 1 EQUIPMENT PLAN .'SCALE: o „r HEAD U REED TO A� GUSH TUC OTTER.. EOD IS COOSKTRJ FEvUV� REQUIRED P RFO FN JRK UT ' _ AT&T 18D1 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 4 AAK GPD GROUP _11STINGAT— UIFM-NT1.- -R Professional Corporation 5.'0 Sou:M1 Mo,n Srrext, Sui,e _^53' a,Lt 3305722101 3 330 5]2 2100 Ga. 330 575]2 210' ^ ExISTwG Ac ANEL Tj _'IF I'`E J L 1I I- I C N Network Solutions AT&T SITE NUMBER: DXL00083 1201 MINTERS CHAPLE GRAPEVINE, TX 76051 EXISTING 120'-0" MONOPOLE GPD JOB #, 2025723.12,8293.02 ISSUED FOR _ DATE JRVvv f DESCRIPTION - FVtt.,xLt2v.tO ,FI.ID nt FN-L .D. Ms w ylP E OFNTEy- nr ee ,NTSTORHER J,%NEM i 15596� ywrf P.tc I -'a IYT.. CIVIL T IS A`-ATIOv OFLIPFOR 11cERSON EYARE ACTNGJNJ R J—TION E R - OFAL TouT_RT15Jx-Ei NUMBER: REVISION: /.LHH'EET \/1.2I07 1 OTHEX l"FI V ItZ, --I--IE2) E15TNGATATAIT NNAS ENIC G E-PI -NT ON (6)NNNS OBE EMBONED ,2 3 roRE`M (3)ANTENNAS TO RELOONEC> TED I A-11- AT ue TC TRUNKS ro a= 4 a_ucil (— COB- TOBE T-M140IE3 SEE SNEEr0 ,,. ENISTUtG'EO'.p'M190NO�OLE .1 EXISTING TOWER ELEVATION SCALENOSCALE 41A01E ty N�,ANTENMS - 'ICAR IETI_ S EVV ATIT HIT NNAS OtN IVA VT NNAS TI IT:.-_>I,-..1.;T„E.,,:.__T_T EXISTING -ITON -- - - - - - - 1 IT - -- - - - - -11 -E III ARTENans mee'INSTALLFo nI xS To eEINSTAUED T' T EL (3)ANTENNASTGaENELOCATED ANIN NA' F„,w,P.,I3o ,.e,a,;L i „N,1 4,0SE,T REMTT AI; RE,wOTHEI E3,_ FINAL TOWER ELEVATION ( 2 )SCALE: NO SCALE TOPOFE IONI Tov�-a III,.f AT&T 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 Ad& GPD GROUP Professional Corporation 52C S-1 N.".—I, EuIl. 21" 330 57E 2100 Fa. 330 572 210' Network Solutions AT&T SITE NUMBER: DXL00083 1201 MINTERS CHAPLE GRAPEVINE, TX 76051 EXISTING 120'-0" MONOPOLE GPD JOB #. 2025723.12,8293.02 ISSUED FOR III DATE JTVvv T DESGRIP�ION SEE JFttVIsLG FEHI E I.IS .uj�,{g P E�O�FNTEYy�q, Yr''`1M� L S•+ Gi CNPoSTOFNFA J, SCMEMS $ y 119636 _:wc% CIVIL A vIOLAT101 OF L11fi FOR — -E,45GN SHEET NUMBER: REVISION: C-2 I 0 REFER TO THE MOUNT ANALYSIS PERFORMED BY GPD - GROUPPROFESSIONALCORPORATION PROJECT # 257231 FOR PIPE SIZES AND - C RE FOR CORR CORRESPONDING HAATEDRDWARE ONDMG HARDWARE FOR EQUIPMENT MOUNTING - T- ; -11t"'F--.-I--'--I -IT - AT&T 1801 VALLEY VIEW LANE - -T_ - - is ILI, FARMERS BRANCH, TX 75234 GPD GROUP xSROBERERroVED C TOTAL, I PER SECTOR) SIR CBS I9 TOTAL,, ON A,RT6949 RTFD S i O BE RELOCATED PER SECTOR) El El TG BE IIN EIAILED Professional Corporation 520Fo IHf RRSFI,Suite253' 1,,11on, 0114311 330 571 210E Fa, 330 572 210' ' STING EICSIC 1EVVAG IO',EM1WIN EXISTING b TOt AL t E35 CTO< I I Sro Qw -- - - t � � d - %I CONY P Or _ IF B-C =36JH) -¢- Q'm - 0 Q�ro ha .. (9TOTALLCE RSECTORCSSON SXK,09]O6M, EftISRNGATTAI RAS TO BE SELOCATE. ERCSSONNIR6 C OTAL., PER SE BTT�O, B LOt40 ZiYPIN Q�ro -MasTec EXISTING TEV BTIIIIIaN - - - CONEIorA,N;EaTOR , EXBaGAT:TBPLEXERBTGBEREaDYEO - NEwAT,.TP:BTDX6L0 RRDPIPES Network Solutions - -- BDT6Ta5 - C TDTAL I PER SECTOR) 3r°T HBG TOR) a --- - 7` _ - - NTOTAL , PERBETDRIrvG rya - BADKTO BacKPPE mouaT KTs -- 0A 'SO ..?'`-- - - - - - REXIUST5 2 TOTAL. RRHS TO BE REMOVED w (3 BPER SECTOR) - Gp e _}-' -' 'a - __ - - -- - io BE NSTALLED 489E EfitB66 ._-_ - - G. SSECTOR) (I TON1 PER � i DUAL I XXONT BRACKETS EXISTING AT6TR e � STIIGNOTT N 1 e, AT&T SITE NUMBERENS: 13 TOTAL I TER EN `C 4478 ECI l e 2�� ,r°r°R \ DXL00083 2Aa 1201 MINTERS CHAPLE Wit: EX ING t As6TBD ,TOR=F, ADTALI GRAPEVINE, TX 76051 g RAPJ.E4T°TAL,I"C .GA Y r 8 EXISTING120.0" MONOPOLE _xlsrlN sR-FINNzcrom - `.= _ EXISTING S TO AIFF RRHE;,ECTORI - NET_Eo OR AIR ANTE As E GPD JOB#. 2025723.12,8293.02 3rogAL =Ez 02 24$` TOTA G2 8 " _ N '2 t_ _- _ - B TOTAL., PER SECTOR)xry ISSUED FOR . ZAg �9,. 2A - `2S` III RATE JRVvv eC DESCR Pi ON JFB'OA 0'. cOS FS R OR Ent M1B TRH= v ,. EXISTING ATaT R9J N nt xeV s0, vel.iLeN .S FNZL:.D. ms _xI=racnrar stoTeL c'xs croal �=roTAL P_xxcroal CNPISiOFNER J, ECHEXSi jLF A:l :,- - - IJtnit., ,I EXISTING ANTENNA LAYOUT .I,F �1: -� NEW ANTENNA LAYOUT r 2 , __sslovw. aTO�. a CIVIL A I'M 101 OF L11fi FOR 4Nv =E,4SON .11 L To ff*?RT Is OCCUMeVTc�"EaoN El 1 .'SCALE' t.--h--+----1 __ F-_ N J�SCALE nJ SHEET NUMBER: REVISION: 4. � _ - I C-3 I 0 5_GTOR —TION AZIMUTH AVicVv4 P'B F=IT= D Th1N 07" 11 A R<,TYOITOfE3 0 �RCUVJ u O1 -UkG DE A, 9 .A— RJbEv, 15 - - - ° ,AHHb58 RO6 y� 4LcHh A3 AIR6+49 B]]J A5 8 VVH4�558 .6HJ 3' !11 IFF -JS-4i SO 83 28 R, s orA6aa,TJ'. pn —AlSET, J 111 CBC)eT-JS-LJ" e+ I_e VVFu 656 F6H1 47 C2 218 ,AH—F'Z'11 95 —A RIGB OVAIR6436)]J- 6 G5 6 R3H4 w ,6T.4, %EXISTING ANTENNA AND COAXIAL CABLE SCHEDULE E1„w G TOAUTv Roro',TDwE DPL.A-u' 6_UTDR o�TION NZIMUm ,,TE,VAnP_ � VT_R II FOD a FA 56 ROES a H153—V, 91 AL -HA -_ 4J e VVFu 550 F6H4 y' 6" .AHH{.56-FJ6-V3 82 I2a .AHHb56 R36-V, 3' _ 14, TACA Jcs �I 248 .AHH156'OS AS 4i C2 4e cOP.IINGN'E as - - - - - - - _- - _ _ _ __- --_____— _ GAMMA - CsSou n 36d43 C3 248 6]nbARhcO e))G C4 248 VVHJo &�6Hd 3' NEW EQ, IIIOMENT;ti SOLD I. ,-/, E: EI-e."'IrIT" ( 2, FINAL ANTENNA AND COAXIAL CABLE SCHEDULE / e B ,AO-,D,./ F GM aDN = AT&T III RRUs 52 FOA• 18D1 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 144736 2A .14 1Jd'6985 J GPD GROUP II RRU5.32566A - 316=RTRJVKS A`DCTRUNKS OAh CHeLbn Professional Corporation 520 F-111—STrext, Suite _^53' 330 5]2 2100 F- 330 5]2 210' F3U5-32800 t]a B5 Ili RRU5326F1A - Ne Network Solutions AT&T SITE NUMBER: DXL00083 1201 MINTERS CHAPLE RUO-11— F --OS -O DN GRAPEVINE, TX 76051 (114-B14 EXISTING 120'-0" 1,)4a99 exsreaa - MONOPOLE GPD JOB #. 2025723.12,8293.02 144138 2fi I RRJS-3."EA)vVtt.I..c[,Vtv.tkE �IIJ4 e8813 - ISSUED FOR ,F _ DATE JRVvv f DESCrzIPTION _ . "A I ,r„ qI FN-1 .D. NI5 � 1,1 ¢s998251Be6 ITI FIs D-TRUUKc )8 B'LA I �. ... .€i , ( 1.uee14 1,146s98251666 v. �j 559636 ywrf L CIVIL IT IS A VIOLATIOV OF LS1FOa nNv 1111-0 58 THEY ART JR CTION - J - P9^�L`°--��,Tl_"I� it I_,I T, Of AL TOALUER - ARTHIS JOCL— _ SNEET NUMBER: REVISION: IIC-4�o, a I ERICSSON AIR 6419 B77G ERICSSON RADIO 4890 B25/66 OMENSONs w TONS SDMAX LOAD E rMP aq - DIMENSCAC I—D _G. DTALwEGHT CONSUMPTION 8725e - AT&T I.— 1115GERS. RPORTD rt f MOUNTING HARDWARE KIT 'Sxltts52Us5'-T1TAND 180E VALLEY VIEW LANE FARMERS BRANCH, TX 75234 SWNELBRACKET 'MATERIAL ORDER NOTE — BRACKFTICWHEN ALL_G I WHE NME NS [N CAIiDOWty to G5A5PEft.ILTEOECHAN E01N OU REMENTS N F NAL IVMN gT AORDERANDENEVEOPROPERDOWNOIL,INYREHANICE ICI P P H SI W ITTT BE GPD GROUP THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY THE RE FORE, THE STAMPING NYAND ALL CLAIMISI RELATED TO THE , EKISTENCE OF THE III, Professional Corporation 5205ou:M1 M1foin STreet, Suite 253' Al.ron O-i 1411' PARTY MAKES NO REPRESENTATIFATI WITH RESPECT TO ITS CONTENTS AND SHALL N OT BE LIABLE FOR SUCH T T HIS DE AIL IS FOR ftEFERENCF ONLY pNY RELIANCE ON THIS -,-`- STAMPSHALLBEATiHERELYINGPAANNAL �ER CLAWIS) RELATED -THE EVISTENCE OF THE 5TAMP OR OTHERWISE �II 33057E 2100 Fa. 3305722101 s AM PROPOSED ANTENNA SPECIFICATIONS NO SCAL= I 1 RRU SPECIFICATIONS ( +o scA1E ( 2 DETAIL NOT USED I vo SCALE (3 e m. Network Solutions AT&T SITE NUMBER: DXL00083 1201 MINTERS CHAPLE GRAPEVINE, TX 76051 EXISTING 120'-0" MONOPOLE GPD JOB 4C 2025723.12,8293.02 DETAIL NOT USED NO scALE 14 DETAIL NOT USED ( vo scALE 15 DETAIL NOT USED I vo suu 16 ISSUED FOR DATE oavv - oES'IFCRHON _ »Ae H R+ _ HrelsrR FFI.�LEN Iv IN.,., F.__ MS a:mn OFNTE Y� 411 L CNPoSTOFNFA J, SCMEMS� 94P. arc _ "f,>:;. S THEI ARE ACTING JNI=RTH= TION OFAVIOLATIOV0—INFO4nNv-ERE ON TOUT-R THIS�xuMEVT SHEET NUMBER: REVISION: �C 5.1 o DETAIL NOT USED I vo scALE 17 DETAIL NOT USED I NO SCALE (8 DETAIL NOT USED - - � a - '- - - s, BEEN G E w n SPIN N15n�rrN M1a,AERs9a o, BE AT&T A reaEa HJ-tm vrAt °' ' ¢orH vu a� °'r. NCE CF mI 18D1 VALLEY VIEW LANE pR�posEO ArvrEr+Nn FncE=IPEs snnl.t usE � t '� •e FARMERS BRANCH, TX 75234 3" 'E 'zxP.Pln.s.oR -/ .�"iii wwuNnNc auackEr+r,'p+ A-P RovEc EANI— TI °s «'FAIR m'I'HT-.le on,l n:allP _unurg brlc4et + PER H03VONTALP AnnfIt O.ps �Z HOR z101At PAGE =_E --- /ryyl,° nTAEN=ArAOJVINC F= FOH- P25S -G- 9ANr vNAa,HALLeE G P D G RO U P P=ssro 3]BPPE SnaH.,c nsnn6B ., AN,1B.1+ ORA==Rov J ., . . Ecu vm.E4T•b _ P—SED ERc SON _ - •' "' Professional Corporation APPENNA+ARra+Bar]GI '�bmE F s205ou nM1fo n sneer sure 21" --E2=LATE NOT SIFp 3305], 2— Ga. 3305]2210' N Fo3Mo�urRE=LA�_MEr< 1ROa 11SLATES OF d= _ EOUNPLEIT SIZ'c Ai=SUP=LIED -/ RLATAEHHLI BE US=J ANTENNA PIPE MOUNTING DETAIL I vo SCALE ( 1 DETAIL NOT USED I +o scntE 12 AIR6419 MOUNTING BRACKET DETAIL I vo scnta 13 e m� Network Solutions AT&T SITE NUMBER: DXL00083 1201 MINTERS CHAPLE GRAPEVINE, TX 76051 EXISTING 120'-0" MONOPOLE ------ - - ----- -- ------------ ---------- "'� RED JOB #. 2025723.12.8293.02 ISSUED FOR BACK TO BACK RRU MOUNT IN SCALE 14 DETAIL NOT USED ( vo SCALE ( 5 DETAIL NOT USED I vo SCAL' 16 _ .,,AT, oasv - oEscnlvno_ JN H Htel,ta FLk.L,LN Il.ls SITE PRO 1# BBPM-K1 BACK TO BACK PIPE MOUNT KIT �I +r�•a:;; n+ Fw.r ro. ms I Orb 411 OFUTE Y r a,mn d IL-I ElT. `� P BOTH RAI= =x„T_NCEOFTH_.� ,.I Avlannovoa.ra FOR cmN =EeE o OFn ....."..,..\ / -I ALI TO PtT RTNS JOCUM�VTGN SHEET NUMBER: REVISION: BACK TO BACK PIPE MOUNT KIT I vo SCALE 17 DETAIL NOT USED I vo scnLE (8 DETAIL NOT USED - - � a `-� '- - - C 5.2 o 1 GROUNDING SCHEMATIC ! ! SCALE: NOT TO SCALE ONTRAC'TUR SHALL HAVE A COMPLETE UNDERETANONG OF THE CON, ANTS OF ATSF == AT&T NPENNTPTb11B ALLINSTA<LATIONSBH EFIELDVERIFIED oNDULroRs IRO. PROPOBED AT&T MOBILITY EOUIPMeNT TO GROUND BARS SHALL BE S AWG B COPPER TINNED UNLESS NOTED OTHERWISE 18D1 VALLEY VIEW LANE FARMERS BRANCH, 5X 7523-0 TBINNEO UNLEBE NCTED OTHEP'M1LIE0UNYING J ALL CA LBE2 FFLOR AFT ND BA SFBOAl AVdEACCPSPER ALIS UIRED' SHALL LOT BEE A STRAIGHT IG SHARPLY BENT u SREDDIRED O=TUR..RES 11 ALL PRn'✓EGIOPERAIGHTDOWNWAN PATH iO GROUND WITH GRADUAL BEND LD ANTI OK oATION COMPOUND SHALL BE USED ON ALL COMPRESSION GROUNDING "NNECTIO R LIFIC CONNEGGLONS LLBEINGTALLEDUTILI=INGTHE PRUPERLONNEDTIDN,MGLDAND MATERIALS FOR THETPARTNCULFR APPLIPPRON GPD GROUP NNECTIONSATALLBEINSTAUED WITH AN EXTERNAL TOOTHED LOCKWASHER B OUNDIHALLSOUT EE BUS BARS NMANHAVE PRE -PUNCHED HOLES OR TAPPED HOLES ALL HARDWARE SHALL BE SECURIT' Professional Corporation S2050uTM1 M1fo'n STrext, Suite _^53' TGROUE HARDWARE SIB STAINLESS STEEL GROUNDINGCONDUCTOR SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL al,,on, Oi 3131' 3RC17 l.F YA05722l0' 9 EXTAL ERN UB✓TSTS 1ONOUITS, OR SUPPORTS TO PRECLUDE EGTABLISHINO A MAGNETIC CHOKE POINT IF WHICH COMPLETELYLSURROUND THE GROUNDING BE USED TO FAEN AND CONDUCTOR SPORT ONAI NOT BE USED FERI<DUS METAL CLIPS ,}I CMITFACT_ IS—R£PAIRPLAC E EWtT1NC CIACHOL1NC SYSTEM CAF.1PONENTS DAMAGED DURING ,INSTRUCTION AT THE CONTRACTORS EXPENSE 12 GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, M 13 DNTRACTOR SHALL PROVIDE STRAIN -RELIEF ABLE SUCTIORTSS SHALL BE APORNS AHDFOR THE D ACT CONTROL CABLES CABLE STRAIN -RELIEFS ANDCABLE — - - RECOMMENDA T)NS SOS SHALLDE,NA,nRGAR� 1AIR Network Solutions ilT 14 ROE NTRACTOR SHALL—EABNDALLEOUIPMENT INCLUDI pGN NSHAN" RE TMOITORRE TOAALIF ED,CABMEN AND COMPLIANCE C ITH MANUFALUNRER S SPEC FE ATIONS AND RECOMMENDATIONS GENERAL GROUNDING NOTES AT&T SITE NUMBER: ! SCALENOT TO SCALE - _ Rr ,. DXL00083 'Ul� II 1201 MINTERS CHAPLE IF 14 GRAPEVINE, TX 76051 y_ yi EXISTING 120'-0" MONOPOLE - -' GPD JOB#. 2025723.12,8293.02 ,.. e.>.. _.. .... �.... x....e. ...<... av ` - - - - - - - - - -I NOTENO ISSUED FOR _ DATE JRVvv f DESCRIPTION _ . b ^'f 'i bC E' cD F'R RE6'E'^� M1Is A 1'n»;.�., uxu ur'.Y.,EUveN.LEw' Ias I 11.11CDCM FN-L AC UP DC POWER WORK IS WITHIN THE SLOPE OF THESE DRAWINGS COUNTSOME AC OR DC POWER CONSTRUCTION SO REO NSTPUCTION, THIS THE ELECTAIIAL ON,RACTORE RESPONSIBILITY TO VERIFY THE MRCIMHM NAND LOAD AND THAT NO PUESIBLI OVERLOADS WOULD BE INCURRED AM Dc. ELECTA'CAL VSIRK OF *HE EXIBTING PAN— OR WITH ANT Ac RE ARE CIPATED CONTACT MASTEG BEFORE PROCEEDING WITH CONGUIC IRS IF AANY WORA ALL AC OR DC WORK DEPICTEDWITHIN THESE DRAWINGS 13 TICAL AND FOR REFERENGF PURPOSES ONLY AC AND AC EL EEITRICAL SCOPE OF WORK 15 BY MASTEC ' m�.., �� nxenimxxno. non �N4 ,f ELECTRICAL LIVS FGR AD' PERSON FIRA IOLATIOv OF THEY ARE ACTING JVD_RTH= DIR-CTION NLOF A LICENSED PTOFE-DON, E'OINEER SNEET NUMBER: REVISION: II Io! REVIEWED py Royce IThn ccrober 16, 20251 Network Sokfticn5 ,,,...,.,. ," MasTec Chad Burton 806 South Douglas Road, Suite 1100 520 South Main Street, Suite 2531 Coral Gables, FL 33134 Akron, OH 44311 (614) 859-1623 oburton@gpdgroup con GPO# 2025723.12.8293.02 October 7, 2025 MOUNT ANALYSIS REPORT ANALYSIS CRITERIA: Codes: TIA-222-H & 2021 IBC 106 mph (3-second gust) wl 0" ice 30 mph (3-second gust) w/ 1.5" ice SITE DATA: 1201 Minters Chaple, Grapevine, TX 76051. Tarrant County Latitude 320 59 50.70" N, Longitude 970 03' 50.90" W (1) 12'-10" Modified Platform To whom it may concern. GPD is pleased to submit this Mount Analysis Report to determine the structural integrity of the aforementioned mount. The purpose of the analysis is to determine the suitability of the mount with the proposed loading configuration detailed in the analysis report. Analysis Results Mount Stress Level with Proposed Equipment 76 8% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and MasTec. if you have any questions or need further assistance on this or any other projects please do not hesitate to call Respectfully submitted, Df• r41" kI } .tt 'r Is xGlSp C,?'i`t.t:al,f°.alacwronaicoff rafon Christopher J. Scheks, P.E. s .rib51 " ex;t> R i.;,,:atxrn No 1C477 Texas # 119636 Pr 11¢yi+�e `Bg�'�&FISkRa E-N 10)7,'2025 526 SouthMain Street Surte 2531 Akron Ohio -44311 330-512-2100 Fax 330-512-2101 we4.v GPD Group — GPD Group, Professional I�orpora1— (1) 12'-19' Modified Plafform- Structural EvaWaOon S.t. USID- 8293 SUMMARY & RESULTS The purpose of this analysis was to verify whether the existing mounts are capable of carrying the proposed loading configuration as specified by AT&T Mobility and commissioned by MasTec. This analysis has been performed in accordance with the 2021 International Building Code based upon a 3-second gust wind speed of 106 mph. Applicable Standard references and design criteria are listed in Appendices A & B. This analysis considers reduced maintenance loads of 250 Ibs concurrent with 30-mph wind speeds at mounting pipe locations (L.) and 250 Mrs at horizontal members (L.) as permitted by TIA-222-H Section 16.9, MOUNT SUMMARY AND RESULTS . Notes Components Centertine `y Capacity Results - Face Horizontal 95.0 70.6 Pass - Standoff Arm 95.0 18.2 Pass - Platform Internal Bracing 950 242 Pass - Center Connection Plate 950 23.3 Pass - End Connection Plate 95.0 76.8 Pass - Support Rail 950 50.1 Pass - Support Rail Comer Connection 950 107 Pass - RRU Pipe Mount 95.0 8.2 Pass - Pipe Mount (P2 STD) 95.0 19.3 Pass - Pipe Mount IP2.5 STD) 950 13.6 Pass - Standoff Pipe Mount 950 18.3 Pass - Kicker 95.0 26.9 Pass - V Modifications 95.0 4.8 Pass - Corner Brace 950 1.7 Pass - DCP18K 95.0 375 Pass - Mount to Tower Connection 95 0 31 A Pass Kicker to Tower Connection 95 D 11.1 Pass - V Reinforcement to Tower Connection 95.0 3.5 Pass RECOMMENDATIONS The mount has sufficient capacity to carry the proposed loading configuration. The modifications below are required at this time for equipment fit up. 1, The proposed AIR panels in are to be placed on new 10.0' long P2.5 STD (2,8751 OD x 0 203" thick) mount pipes for the purpose of this analysis. The mount pipes are to replace the existing mount pipes in position 3, connecting fo the smaller mount pipe using (2) pipe to pipe standoffs (SrteProl P/N DCP18K) with a max unbraced standoff length of 9" per pipe. a. The ail -thread nuts shall be installed with sufficient torque to resist rotation of the standoff and antenna pipes. 2. The (3) new 4890 B25/1366 RRUs are to be placed on (1) new 6 0' long P2 STD (2.3757 OD x 0.154" thick) mount pipe per sector The new RRU mount pipe is to be connected to the existing mount standoff arm using (1) back to back pipe mount tSkeProl PIN: BBPM-Ki) per sector. l W12025 Pa .2 of 4 (1)12'-19'14,dfie Plau--Struc[urai EvaWaOon Site USID-g293 ANALYSIS METHOD RISA30 (Version 22.0.0), a commercially available analysis software package, and hand calculations were used to create a three-dimensional model of the mount and calculate member stresses for the proposed loading configuration. Selected calculations from this analysis are included in Appendices B & C. The following table details the information provided to complete this structural analysis. This analysis is based solely on this information DOCUMENTS PROVIDED Document Remarks Source RF Data Sheet AT&T RFDS ID. RFDS-58979, updated 8112/2025 MasTec DE130 Scopmg Form DE130 Site Scoping ID: SSID-3959, dated 8/12/2025 MasTec Mount Design Not Provided N/A Mount Mappmq Not Provided N/A Previous Mount Analysis POD Report Designation: 21-76000, dated 3M 8/2021 AT&T Mount Modification Drawings CLS Group Project #, 62045-DX0083-02-MOD. dated AT&T 11121/2016 Tower Design Not Provided N/A Previous Tower Analysis B+T GRP Project#: 96580.01401, dated 4/12/2021 AT&T ASSUMPTIONS This mount structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the mount. This analysis is from information supplied, and therefore. its results are based on and are as accurate as that supplied data. GPD has made no independent determination. nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. i. The mount member sizes and shapes are considered accurate as supplied. Material grades not supplied have been assumed based on previous experience with similar mounts. 2 The antenna configuration as as supplied and/or as modeled in the analysis When information was not provided, the configuration was modeled based upon past experience with similar loading- 1 Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. The mount has been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications 5. All wards and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 6. Mount connection information was not provided and has been assumed based on previous experience with similar mounts. No guarantee can be made as to the accuracy of these assumptions without a complete mount mapping 7. Per the AT&T Macro Build Standard the antenna mount pipes in each sector are assumed to be relocated to an evenly spaced configuration. 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All Sectors 2025723.12.8293.02 I Bolt Information I flange Inormation IBo:tDiameter(dt 0.b25jin IHe,Rhtthl 811n (Net Tensile Area fAn) 1,2261,n' Width fw) 8k 1o&Balis TOtaiin' 41 (Thicknvss(t) Q.511n (Bui'L'hstante Up L\>wn 61iri ISte�l;3,�d« A3ti) 111-D11tan1—,Right 6k (Plate 10dStrength(I,) 361ksi (Bolt G,ade A325N{ (Support A,m HeigFt 41in IBcI: ?ensile St,ength(F„n) 120Iks1 151pp111 Arm Wid,h 411n —3D Reactioaa (Up -Down) IMomnnt(M) a.BolkR IARL",iil 4,31ii kiN (SF.ear tVj 0.23jkips ( Boit Capa<Kp (Up -Down) (Nominal Tensile Strength (ft.H 27120kips INnm.nal Shear Strength (R„1 Sk 4l kips IB„Ni,nsilrtm.e;i,.,l iSg�Aips (Bolt Shear Force iV,,,,) f956 kips IT„{d'R, 0.C7T5 IV,. /ArR„ DM409 (Bart Capactyy= T39�' ( Plate CaPeclty(UP-Down) IEff"*,,—WidthIeE„" 7.A1,in rlry ,hinmen`. +kin IFl-,f Strength(J.') SS.is k-in IPl —panty= Ri3A 3D Reactions (Lek -Right) I (MrnwntlM) '_.oglk ft I IAe,a!ii) F.50)4lpi I (Shear tlry 1.601kips I Bait Cap."(Left-Right) I 'Nominal Tensile Strength (R„} 21120 kips I JNom:nal shear Strength {R,) i341 kips ' (BnN ;ensile l <�i„• (1 .1 2.39 kip" IRoii Shea, Force f4-�) 0.3991kips ((V BoRhP.c,ty= Plate Capacity (Lek -Right) (Effeenre Width lB<rI 'Agfin I rle•r,,:.31Momrn*fF�,i 47fi A in I �FleRarai Strength(0Ft,1 li.ls�k-in (Plate Capacity= 31411' I TIA-222-H CONNECTION CHECK Kicker to Tower Connection - Typ. All Sectors 2025723.12.8293.02 I Bolt information IBO%:Diameter(df 0.6251,n (Net Tensile Area fAnl 0 2261,r 1*o` Bah, Total fs' 41 IBui'L11—"Up N— 61in IB-DII nI—, Right 611n Zeal. Grade A325Nj IBai: ?ensile itiength (F„n) 320ksi ( RiSA 3D Reactions IManNnl(M) C.00ik ft IAR4�� ii 1 D,o51 kp> ISF.ear(VI 6.141kps Bolt Capacity I( Nomnal Tensile 5ttengih (R_„ 2; 120 kips IN. —An h-5,,ngth(R.,i MA,J,ips 18',, a,.ih km"n ) gMjl ,pt le -Shear Force "I 15a41kps IT„JmR, (,.—) I�„/ArR„ il 11112 (Bolt Capacky= 11110 TIA-222-H CONNECTION CHECK SFS-H to Tower Connection - Typ. All Sectors 2025723.12.8293.02 { Bolt Intarmation IBo+tDiameter(df 05{in 1—T-1111A—fAni 14 k' 1u of Bah, Tntal(W 41 IBuh LhI—r Up N— I,ll5{iri IBDk -ance Lem -Right 9.Sfin Ieoh G+ade AMA Ied;Temdi 5t+nngth(IA 60k,l ( RISA 3D Reactions IMnn+rnt (M) o.nolk k tl.2 kips Sh Iear V{ ( 0.2 kips 6 ( Bolt Capacity (Nominal Tensile 5tt .h fR_„ £ 514 kips INam.nal Shear Svength(R.,i 5.89 kips IB�I� (r++.lin tn�•r fl 1 0.01 k+p, iB01: Shear Fore "'1 ; 1561 Mp, IT„{d'R„ 0.03306 1 „/A R„ 6i35)3 IIV,/0")'4(T AbR,,)` U.UU]3R (Bolt Capacky= 35%' ASCE ASCE Hazards Report Address: Standard: ASCE/SEI 7-16 Latitude: 32.93075 No Address at This Location Risk Category: 11 Longitude: -97,064139 Soil Class: D - Default (see Elevation: 602 1902322097194 ft Section 11.4.3) (NAVD 88) 9 L 0 Wind Results Wind Speed 106 Vmph 1 0-year MRI 74 Vmph 25-yea, MRI 80 Vmph 50-year MRI 85 Vmph 1 00-year MR] 91 Vmph Data Source, ASCE!SEl 7-16, Fig. 26 51B and Figs. CC 2-1-CC.24. and Section 26 52 Date Accessed Fri Sep 19 2025 Value provided is 3-second gust wind speeds at 33 If above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds .m.ap.nd to approximately a 7% probability of exceedance in 50 years (annual exceedance probability 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCEISEI 7-16 Section 26 2 Page I of3 F,, Sep 19 2025 ASCE Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss " 0.102 Sr, 0.066 S, : 0.054 T, : 12 F, 16 PGA: 0.049 F,, 2A PGA, : 0.079 S" 0164 Fp- 16 S.1 013 1„ 1 SDs 0.109 C, : 0.7 Seismic Design KEa Res9bQnse Spectrum Design Response Spectrum Sagr, T(s) Sa(g)vs Ill.) . MCER Vertical Response Spectrum Sa(gl vs T{s) Design Vertical Response Spectrum Sz (g) vs T(s) Data Accessed: Fri Sep 19 2025 Date Source: USGS Seismic Design Maps based on ASCEISEI 7-16 and ASCEISEI 7-16 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCEISEI 7-16 Ch. 21 are available from USGS. Page 2 of 3 Fn Sep 19 2025 Results: Ice Thickness: 1.50 in. Concurrent Temperature: 15 F Gust Speed 30 mph Data Source: Standard ASCEtSEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Fri Sep 19 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds. for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain, Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. T Jr. ASCE Hazard Tool o provided for your convene— for aformatwnal ptrmoses only, and is provided "as is" and wdhout —a-bes of any kind_ The 1—ban data included herein has been obtained from information devefoped, praduced and maintained by third party providers, or has been extrapo:aad from maps incorporated in fhe ASGE sMnd,aJ While ASCE has made every eftart in use data obtained rram reliable methrvfoiequ+s, ASCE tines nci make anv teptasantaPion•• or w£inanira�. as to tha a<turacy-npinmra-ss, rebnb:lA ru nncy, ar rlufriiiv of anV.laia pinvidod frorout Any fhinf pane links purv:d i Oy ihu Taoi should not t ,: t onstamd as an ond—canwnt, of il-on, relat—shin or sponsorship of such third -party content by or tram ASCE ASCE aloes na1 intend, nor shauld anvone inf ,Tat the results p—,dtl d by this Tool to replace the sound judgment of a competent p:arc+•,ronal, having knuwkWge• and'�xW—,e nr die appiopnatn field(,) of p—A,,n, not lu suit;btutn far the staiwaid at cam mqg d of Stich professrtmals in vriei prebng and applying bra contents of this TM of the ASCE atondmd In using this Taal you e.p,-d, assume ail asks associated with your use Under no circumstances ,half ASCE or ifs airicers directors, emplayees, momoers, a(flia[es, ar agents he linple fo Vnu or anV other persnn far any direct, ;ndirect, special, inciden�l, or cansegnenbaf da�nag<:+, a:ianry finis nr n�iat ri to Y'iw n'n> ot, al telmnco on, 91.,1 rrol of any:nf,-WInn -9M.n,0 thr,,iin To the fulimvt nxtt,n1 permitted In late you agree to rrteaw, arv: hrdd ha-lrss ASCL front any and all lobdify of any -Wno —ing aat at rtr —Mng lmnt any use ut data provided by the ASCE Hazard Tool „s 75,.c„a .,ic— Page3of3 En Sep 192e25 REVIEWEta _ Sy Royce Date: November 25.2025 � ZMEMEM Crown Castle 2000 Corporate Drive Canonsburg. PA 15317 (724) 416-2000 Subject., Structural Analysis Report Carrier Designation: AT&T Mobility Co -Locate Site Number: DXL00083 Site Name: Minims Chapel / Hwy 114 FA Number. 10078139 Crown Castle Designation: BU Number: 843732 Site Name: MINTERS CHPUHWY114 JDE Job Number: 2170525 Work Order Number: 2447342 Order Number: 727654 Rev. 0 Engineering Furn Designation: Crown Castle Project Number 2447342 Site Data., 1201 Minters, Chapel Road, Grapevine, Tarrant County, TX Latitude: 32' 55'50.7" Longitude: -97' 3'50.9" 119,5 ft - Monopole Tower Crown Castle is pleased to submit this "Structural Analysis Report' to determine the structural integrity of the above -mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be, LC5: Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2021 International Building Code based upon an ultimate 3-second gust wind speed of 106 mph. Applicable Standard references and design criteria are listed in Section 2 - 'Analysis Criteria', Structural analysis prepared by: Blake Jacobsen, EIT Respectfully submitted by: Rafael E. Del Toro Gomez, P.E. Senior Project Engineer CROWN CASTLE USA, INC. TEXAS REGISTERED ENGINEERING FIRM: F9989 119.5 it Monopole Tower Structural Analysis November 25, 2025 Pa(9ct Number 244 734Z Order 727654, Ravi— 0 CCIBUNo. 843732 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table I - Proposed Equipment Configuration Table 2 - Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 - Tower Component Stresses vs. Capacity - LC5 4,1) Recommendations 5) APPENDIX A finxTovier Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations t-T..., Report - —i.. 8.3 1.2 119.5 ft Monopole Tower Structural Analysis November 25, 2025 Pm(9ct Number 244 734Z Order 727654, Revision 0 CCI BU N.. 843732 Page 3 1) INTRODUCTION This tower is a 1195 It Monopole Tower designed by Unknown, and mapped by FDH. The tower has been modified in the past to accommodate additional loading. 2) ANALYSIS CRITERIA TA-222 Revision: TIA-222-H Risk Category: It Wind Speed: 106 mph Exposure Category: C Topographic Factor: I Ice Thickness: 1.50 in Wind Speed with Ice: 30 mph Service Wind Speed: 60 mph Table I - Proposed Equipment Configuration Center Mounting Line Number Antenna Number Feed Level (ft) E levation, of Manufacturer Antenna Model of Feed Line fft) Antennas Lines Size (in) 98 1 tower mounts Platform Mount LP 713- I KCKRI 97 3 AIR 6419 B77G 2024 wl encsson Mount Pip. 6 JAHH-65B-R3B-V3 w/ Mount commscope Pipe 3 NNH4-658-R6H4 wl Mount commscope Pipe 98 3 encsson 4478 B12A 3 3/8 95 3 ericsson 4890 B25 B66 8 3/4 i 3 encsson RRUS 32 B30 3 encsson RRUS 4478 B14 encsson RRUS 4478 B5 1 ravesp DC6-48-60-18-8C 201664Z I mvcap DC6-48-60-18-8C-EV 220505 2 ravap DC6-48-60-18-8E_07071 0_' 93 1 3 AIR 6449 877D C- ericsson BAND CCIV2 w/ Mount Pipe Table 2 Other Considered Equipment Center : Number i Number Feed Mounting Line of Antenna Antenna Model of Feed Lin. Level (ft) Elvati.. Antennas Manufacturer Lines Size (in) (ft) 119 1 siqfox CXL 900-3LW w/ Mount Pipe 117 117 1 tower mounts Side Arm Mount [SO 306-11 1 1/2 116 I siqfox CAVITY FILTER I sigfox LNA 111 3 fujitsu TA08025-13604 3 fujitsm TA08025-BG05 107 log 3 jrm wireless MX08FRO665-21 .1 Mount 1 1-1/2 Pipe 107 1 tower mounts Valmont SNP8HR-396 106 1 mvpap RDIDC-9181-PF48 th.T.— Report - —i.. 8.3 1 2 119.5 It Monopole Tower Structural Anelysis November 25, 2025 Pmfigct Number 244 734Z Order 727654, Revision 0 CCIBUNo. 843732 Page 4 Center Number Mounting Lineof Manufacturer Level (it) i Eleven.. Antennas 75 1 tower mounts 3 commandos I dragoneove 75 3 er!cs"n 73 6 er osson 3 arlosson Its no, 3 wave 1 rts ce,wave 73 73 3) ANALYSIS PROCEDURE Number Feed Antenna Model of Feed Lin. Lines Size (in) Platform Mount [UP 303-1-HR- 11 DT465B-2XR wl Mount Pipe HORIZON COMPACT 3 3/8 AIR 6468 B41 wl Mount Pipe 3 718 RRUS 11 1 1-1/4 RRUS 31 625 APXVERR18-C w/ Mount Pipe FIM3252A6089-IC T_Arm Mount [TA 602-11 Table 3. Documents Provided Document Reference Source 4-GEOTECHNICAL,REPORTS'...................... 4294123 CCISITES i 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 5290852 CCISITES 4-TOWER MANUFACTURER DRAWINGS 5182383 CCISITES 4-TOWER REINFORCEMENT DESIGN/DRAWINGSIDATA 7288563 CCISITES -TER REINFORCEMENT DESIGN/DRAVVINGSIDATA 4.OW 6904532 CCISITES ... ... .... _ 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA 6028919 CCISITES _1 1 4-TOWER REINFORCEMENT DESIGN/DRAWINGSIDATA 5228448 CCISITES 4-POST-MODIFICATION INSPECTION 7506108 CCISITES INSPECTION 7063637_ 4-POST-MODIFICATION INSPECTION 6323303 _CCISITES CCISITES -POST-MOD F CTON INSPECTION 4-POST-MODIFICATION 5556343 CCISITES i . ...... 4-POST-MODIFICATION INSPECTION 4714945 CCISITES 3.1) Analysis Method I -Tower (version 83,12), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A- When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard- tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the reinforcing elements, These calculations are included in Appendix C. 3.2) Assumptions 1) Tower and structures were maintained in accordance with the TIA-222 Standard. 2 f The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings, ffi.T.— Report - version 8.3 1.2 O 2, -A 8, R R R R ------------- E c t 2 R g2 d a o 0 0 ._ � M "` -� N�j�sm'�a --- -------- --- ---- 119.5 it Monopole Tower Structural Analysis Pocl9ctNumber 244734Z Order 727654, Revision 0 November 25, 2025 CCI BU No. 843732 Page 5 Elevation C..P—nt 1 Size cd-"` EI—ent Pass I Fail i for, Type Pciff, i Reinforcementmazy 856 Pass 0-11 856 Pass Table -_Tower Component Stresses vs. -LC5 .5 Nonia. Component ,Capacity Elevation Ift) % Capacity pass, I Fail 1 1 Flange Bolts 95 23,8 Pass 1 Flange Plate 95 8(18 i Pass 1 Anchor Rods 0 49.6 Pass Base Plate 0 452 Pass 1 Base Foundation (Structural) 0 716 Pass 1 Base Foundation (Soil) 0 17.7 Pa.. Structure Rating (max from all components) 85.6% Notes 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the considered equipment configuration. No modifications are required at this time. tn.T..., Report - vi,labo 8.3 1.2 119.5 fr Monopole Tower Structural Analysis November 25, 2025 Pm(ect Number 244734Z Order 727654, Revis on 0 CCl SU No. 843732 Page 7 APPENDIX A TNXTOWER OUTPUT t-Tower Report — version 8.3 1 2 1111�1,1 ll,+4— 1W I 119.5 It Monopole Tower Structural Analysis November 25, 2025 Pm(ect Number 244734Z Order 727654, Revision 0 CCl BU No. 843732 Page 6 Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard The following design criteria apply: Tower is located in Tarrant County, Texas. Tower base elevation above sea level: 602,000 ft. Basic wind speed of 106 mph. Risk Category 1. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0,000 ft. Nominal ice thickness of 1,500 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50.000 *F. Deflections calculated using a wind speed of 60 mph. TOWER RATING: 853% Nan -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: K,,(F„) = 095, K,,(t,) = 0.85. Maximum demand -capacity ratio is: 1.05. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Cons,der MamenIs- Assume Legs Pinned Calculate Redundant Eacing Fwces Canz,der Moments-Ha:nontals Y Pss„me Rigid irdr. Plate Ignore—e ,,dpm Membe nFEA Conside+tAe menu D,.,Farals J Uu clt•a, Spans I, Wmrl,t•ea Sli Leg M, Resl•.t Crn,F„e•tslon Use Moment Magnification Use Clear Spans For KL/r All Leg Panels Have Same Mlowab+e Use Code Suess 1a4'os Retens,on Guys Ta'r-1 Tension Offset 6 rt At Foundation Use Code Safety Factors -buys J ay," Mast Sta hty Checks Y Cons , Feed Lme Torque Fscdlatc lie J I- Almutl, n,;?, Cs.ft-1, Indlode Ar�plr Bl+�rA She,,, Ch.ck Alway; U;e on, K, J P,n;ett Wlnd A,eaef App—nanms Use NA 222-n B+a, Ong Resist. Exemption e, In Expe�ure D Hu,ricane Reg,on Y Alternative APpurt. EPA Calcuianon Use TIA 222-H Tension Sphce Exe Pr- Include8a!tsinMemberCa "o An,,A, Torque Arm Areas pnh,' Leg Bail;Are Ai Top Of Se[tion Add:aC%D+wcmbination Y Imlurte Snea1-Tors,on:ntetac0on Sttondary tieri>nnrai graces irg J 4•rr Capa+ity peprvts BY r,,m{xineni NwaY+i Kit Sub Critic ll iinw Use Diamond Inner 81-11+G S,ded) Triangulate D,a:^and inner Brtcmg Use Top Mounted Swkets SR Members+iave Cut Ends Treat Feed Lme Boodles AS Cylinder Pole 10—Linear F^.achmen's SR Mem6e,s Are Concentnc Ignore KL/ry For se Deg. Angie Legs Pole With Shioud c, N,, Appurterarces irg la ads As ll, rlb n,ctum &n R:., U, A`U 10 X , i y Rule; ra putsl.Ir a,A lnsidr C+,mv Radii AKnawn Use Sp-.: Wind Profile tnxTower Report — version 8.3 1.2 / z ({®� �.�.�..,.�.�..�.�.�.�..�.�.�. k}/ \............................ ._ __:_ _ _ _ __,___ _ __:____ •-.•-v.-.r- .r .r ,. e, rv,. vrvrv�. .rvrv.r .--y.-�.-.r .-.v .r .. ..rvrvrvr. .,v rv�i �,nrvry 2U 4 < a�< a� IL , r,.�'ry"'c°;,w.^-�,.-v',,mw�f=�om�c',,w�,n.rv7. - � nn rvm U CL r, �..wu-xww..,.,�'...�.,..., .�., rvr.rvrvm�»mmmnrvrvrv..nrvrvrvnrvrvr� 3M � g2' �d 30 6 � 6 6 6 62R 119.5 ft Monopole Tower Structural Analysts November 25, 2025 Pm(ect Number 244734Z Order 727654, Revisron 0 CCl SU No. 843732 Page 12 r wer Gusse'. 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Z`(§HHH§ . .... . . . �;1 /(/�}} „ �§ :\/ 2 2 2 -22sip } ®its91°19Ks2`;`� » d A° ( ~:::l.::z, ;,,y-r:;�:w� )) )} :,_._,__E_E_._:.:___._�� 119.5 fr Monopole Tower Structural Analysis November 25, 2025 Pm(ect Number 244734Z Order 727654, Revis on 0 CCl SU No. 843732 Page 48 APPENDIX B BASE LEVEL DRAWING tnxTower Report — version 8.31.2 (=l (.Z= 119.5 fr Monopole Tower Structural Analysis November 25, 2025 Pm(ect Number 244734Z Order 727654, Revis on 0 CCl SU No. 843732 Page 49 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report — version 8.3 1.2 per 71A-222- H Site SU: 843732 CROWN Work Order, 2447342 CASTLE Pole Geometry Copyright v 2019 Crown Castle Pole Height Above Section Length Lap Splice Length Top Diameter Bottom Diameter Send Radius Base ftj (h7 (dip Numberof5ides (In) (in) Waft Thickne a Pofe Material a) 1 1j 24.5 ( 0 2 72.E3 16.48 0.1875 Auto A572-65 1 1 21 43.67 ( 3.34 1 12 26.71 0.1875 Auto A572-65 ) 1 3 54.67 { 0 ( 12 33.28 0.28125 Auto A572-65 ) Reinforcement Configuration Bottom Effective Top Effective Elevation (ft) Elevation (ft) Type Model Number 1 2 3 4 5 6 7 8 9 10 11 : 12 i 0 33 plate CCt-WSFP-060100 3 e3 I e2 e2 2 52.81 64-13 Plate CCI-AFP-040075 3 e3 1 e2 ( 1 e2 t1 3 31.5 43.5 plate (.0 SW 045100 3 e3 1 e31 1 e3 41 52.83 69.83 plate Co-APP-040075 3 1311 1 e3 1 1 1 e3 1 S1 0 8 plate CC kVSFP-060100 3 I e4 e4 1 e4 1 I ( 1 71 81 I I ( I I 1 91 1 1 1 1 1! 1 SDI I 1 1 1 11 1 I I Reinforcement Details Gross ' Bottom Tap B (in) H (in) Pole Face to Area Bottom Termination Ferminatian Top Termination type Termination i.0 {in) Net Area Bait Hale Size Reinforcement Centrpid(in) (in Type Length (in) Length (In) (in2) (in) Material 1 1 6 1 6 0.5 Welded n/a PC 8.8-M20 (S00) 24.000 16.000 4.750 1.7875 A572-65 1 1 2l 4 0.75 3 0.375 PC 8.8-M20(100) 18 PC 8.8-M20(100) 18.000 16.000 2.063 1.1875 A572-65 j j 31 4.5 1 4.5 0.5 PC 8.8 - M20 (100) 18 PC 8.8 - M20 f 1W 8.000 20.000 3.250 1.1875 1 A572 66 1 1 41 4 0.75 3 0.375 PC 8.8 - M20 (100) 18 PC 8.8 - M20 (100) 18.000 16.000 2.063 1.1875 A572-65 51 6 1 6 0.6 Welded n/a PC 8.8-M20(100) 24000 16,000 4,750 1.18725 1 A572-65 1 CClpole - version 5.1.2 Page 1 Analysis Date: 11/25/2025 ----------------------------------- m o .. . .. .. .-. . o a o 0 � ry $ m rev N ry CS b O K> O 41 Gi O CJ Ci Ci O Gi O O O O i> O iS Ci C+ O O O CI C) Ci =� O O Q Cl O N 3 O a 0 NrvNNNNNrvNNNNNNNNNrvNNrvrvNrvrvrvNNrvrvNrvNry a m ti ry � o v .n W tp m w C H� N W W h i0 o � t4 unit n N — M R N O M1 0 me0i N M eM'n .�-1 +� r�•t M .�-' .M•i N N t� N r� M ttaf m M M N co a A, TNX Section Forces Increment (ft): TNX Output M- (kip-1, Section Height (ft) P. (K) I ft) w)l .1 119.5 1145 0.351 1,551 0.53 21 114.5 109.5 0A131 4J41 0.71 3 1095 1045 3,32 1712 3.49 4 04.5 995 3.58 3.86 99.5 95 1,111 61,411 9.74 1 61 95 90 9.30 111.681 9.96 7 190 85 9-69 162351 10.31 8 0 '75 10.03 214,35I IMZ1 ; 10 117,41 11711 10 75 70 11 70 69.83 1 336JU 14.091 12 69,83 69,58 14.52 33%62 14.101 13 69.58 64.83 15,34 407.21 14381 141 64.83 64.58 ISM 410.80 14.391 11. 64111 19-18 11,34 483.521 14.721 Is 59,58 54.67 17,29 556,501 15,031 171 54.67 50.33 18.41 622.421 15.341' 18 50,33 45,33 19.35 699.641 15581 19 45.33 43,5 1972 726,201 15.671 20 43,5 43.25 1939 732.11j 15.661 43,25 38,25 20,84 811.691 16.12 �21 22 38,25 33.25 2192 892S1l 16.36 23 33,25 33 21.99 896.901 16.35 24 33 32.75 22,07 900.991 16,37 1 251 32,75 315 22,48 921.511 16.47 261 313 31.25 22.56 925.631 16.481 27*1 31.25 26.25 23.97 W08,741 1639 28 26,25 21.25 25A1 1093.441 17.081 , 1 291 21.25 16,25 26.86 1179.431 17.331 30 1625 11,25 28.34 1266.621 17.56j 37j 11.25 8 29,30 1323.961 17.701 32 8 775 29.401 1328.32 17 7O . 33 7,75 115 4 31.2 l4"4 'I � 341 2.75 0 32.76l MUM 18.101 Mpole - version 5.1,2 Page 3 Analysis Date: 11/25/2025 _ a ON d E a o � Q _ _ _ _ _ _ _ _ y 22 3__ 4 S 5 tt 6 Q 5 K K G O } O. C1 U Additional Calculations Moment of Inertia (i,14) Elevation tffl pole Relnf Totaf 119.5. 114,5 1 163 n/a 1 163 114.5 - 109.5 A9 n/a 199 109.5 - 104.5 l 240 n/a 1 240 104,1 - 99.1 281 n/a, 181 9915-95 l 2 nja "'1 95-90 4.! 411 90-85 499 n1a 499 85-80 600 tria l 600 80-75 712 ra'. l 712 75-70 338 n/a 1 838 70-69,83 843 ,/a 943 69.83 - 69.58 850 II 611 1 1461 69.58 - 64.83 984 670 1 1654 64.83 - 64.58 1 991 l 1347 l 2338 64.58 59.58 1 1147 1479 i 2626 5%58 - 54.67 1 1316 1614 l 2930 54.67. 50.33 1 2007 nja l 2007 50.33 - 45.33 2176 2176 41533 - 43,5 1 2240 mia l 2240 43.5-43.25 2249 nja 1 2249 43.25 � 3825 1 2431 ./. i 243 t 3&25 - 33.25 2623 me j 2623 33.25-33 1 2633 n/. 2633 33 - 32,75 2G42 3501 6144 32,75-31,5 2692 3542 623S 31,5-31,25 2702 2034 Il 4736 31,25, 26.25 1 2908 4 2130 1 5038 2625 - 21.25 3123 IE 2229 1 5352 21.25 - 16.25 1 3:511 2329 5675 16,25 � m2s, 3 4"� 6018 1125-8 1 3746 2500 1 6246 8-7.75 3999 4231 1 8230 7-75-2.75 1 4247 1 4472 l 8720 2.75-0 1 4398 4577 1 8975 Note: Section capacity checked using 5 degree movements. Rating per TIA-222-H Section 15.5, Pale i Painf. I Intel 7.74 7.74 &27 nja I S27 8.81 nja 8,81 9.34 r/. 9.34 +3.82 j n/a 9.82 10.53 II n/. 1053 11.23 p/. 11� 23 11.94 1 n/a I 11,94 12.65 i n/a 12.65 13.35 nja I 13,35 1338 "/a 13.311 13.41 9.00 22�4 14.08 9.00 23'08 14.12 19.00 32,12 14.82 18.00 32.82 15,52 I&W 33.52 23.41 nja 23.41 24.05 1 ./. I 24.05 24,28 l nja . 2428 24.31 24.31 24,95 rtja 24,95 25.59 nla 25.59 25.62 nja 25.62 25.GS 255.81 t. 26.49 moo 44,49 27.12 I&GO I 45,12 2.736 1' '"' ': 11 8�." I I U) 28,82 1N- --.2 28.85 31 11 64.85 29,49 36,00 65,49 29.94 l 36.00 65.84 Io Capacity* Pole I RI R2 R3 9.3%1 16.3%1 27 ' 0% 41.8% 54.0'/. 11 6C^1 11 72.9%1 11 84.0%1 4:*/,3 7. '4 3 3.:. /.1 43'9%1 4&6% 11 68.9%1 74.0%1 75.7%1 76.0%1 80,7%1 85.1%1 85.3'/.l 35.6%1 53.0%. 36.21/61 53.8% 47.9%1 71.1%1 %8%j 74X%j 53 , 6%1 77,91/61 56.3%1 Bu%j 58,9%1 83.9% 60.6%1 85,6% 55.7%1 75.5% 57.0%1 77.9% 58.3%1 79,2% 60.2% 76.0%1 114 , 2%1 60.2% 66,1%1 71 .2%1 CCIpole - version 5.1.2 Page 5 Analysis Date: 11/25/2025 Monopole Flange Plate Connection IIU 11, 843731 Site Name hlNTERS Order# 727654 REV. 0 I IA-222 Revisions H Top Plate - External Top Plate Data 25.625' OD x 1" Plate (A36; Fy=36 ksi, Fu=58 ksi) Top Stiffener Data N/A CROWN Elevation = 95 ft. C C CASTLE Mament EI Axial Force (kips) 9�f Shear Force (kips) 9,74 ITIA-222-H Section 15.5 Applied Bottom Plate - External ---- Bolt Data (4) 1-1/2" o bolts (A325 N; Fy=81 ksi, Fu=120 ksi) on 22" BC Top Pole Data 16.49" . 0, 1875" 12-sided pole (A572-65; Fy=65 ksi, F-80 ksi) Top Plate Capacity Max Stress (ksi): Allowable Stress (ksi): Stress Rating: Tension Side Stress Rating: 27.47 (Flexural) 32.40 80.8% 19.8% Bolt Capacity Max Load (kips) 31.76 Allowable (kips) 126,94 Stress Rating, 23.8% Bottom Plate Data 25.625" OD x I" Plate (A36; Fy=36 ksi, Fu=58 ksi) Bottom Stiffener Data N/A Bottom Pole Data 16.48" x 0.1875" 12-sided pole (A572-65; FV=65 ksi, Fu=80 Ist) Bottom Plate Capacity Max Stress (ksi): 27.47 (Flexural) Allowable Stress (ksi): 32,40 Stress Rating: 90.8% Tension Side Stress Rating: 1%8% CCIplate - Version 5.1.3 Analysis Date: 11/25/2025 Monopole Base Plate Connection BU # 843732 Site Name h NTERSCHPL/HWY11 Order# 727654 REV.0 Ya TfA 222 Reyision H Grout Considered: Sae Oustom Sfieet i 1. (in) Sea Ouatom Sheet Moment kip-ft) 1467.03 Axial Force (kips) 32.26 Shear Force (kips) 18.10 °TIA-222-ti Section 15.5 Applied Anchor Rod Data GROUP 1: (8) 2-1/4" 0 bolts {A615-75 N; Fy=75 ksi, Fu=100 ksi) on 40.5" BC GROUP 2: (3} 2-1/4" 0 bolts (F1554-105 N; Fy=105 ksi, Fu=125 ksi) on 40.5" BC pos. (deg): 22.5, 157.5, 292.5 GROUP 3: (4) 2-1/4" 0 bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 40.5" 8C pos. (deg): 67.5, 112.5, 2D25, 247.5 Base Plate Data 46.63" OD x 2.5" Plate (A572-60; Fy=60 ksi, Fu=75 ksi) Stiffener Data N/A Pole Data 33.28" x 0.28125" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) Anchor Rod Summary (units cf krps, kip-rp) GROUPI: Pu_t=126.85 (ilPn_t = 243.75 Stress Rating Vu = 2.26 QrVn =149.1 49.6% Mu=n/a GaMn=n/a . GROUP 2: Pu_t=123.8 bPP t=304,69 Stress Rating Vu=0 4A/n=186.38 38.7% IMP =n/a (lMn=n/a . GROUPS: Pu t=111.19 bPR_t=243.75 Stress Rating Vu = 0 itVn = 149.1 43.4% Mu=n/a �Mn=n/a . Base Plate Summary Max Stress(ksi): 25.64 (Flexural) Allowable Stress (ksi): 54 Stress Rating: 45.2% CClplate - Version 5.1.3 Analysis Date: 11/25/2025 'hoo alzz 2 2 2 -.2 . . . . . . . . . . zzzzzzzzzzzzzzz ---------------- Drilled Pier Foundation BU II:jR4,Rr 373&S r Site Name: '.,.HWY114 Order Number: 1727654 REV. 0 TIA-222 Revison:[H Tower Type: Monopole Soil lateral Check Compression Up/ffl comp. Uplift D_DtfroroT0Qj 6.00 1 Moment (kip-ft 0' "'�2281 Soil Safety Factorl T17 i Axial Force �Inps�j 1 1 Ms. Momeni (kip-itil 1624-57 Shear Force (kips) 10.061 l R.ti.-9'1- 17,7% 1 Soil Vertical Check Compression uplift Skin Friction (kips) 494.71 Concrete Strength, fo� 31kSi End searing {kips} 900.00 Reber Strength, g, FY 60 kis I Weight of Concrete(kips}, 72.81 Tie Yield Strength, Fyt: 401ks, Total Capacity (kips}, 1394.71 Axial (kips), 10509 Rating` 7,2% Depthl 25-71ft Reinforced Concrete Flexure Compression Uplift Ext...a Grade 0.6 ft �Critical Depth (tt from 10,36 1 Pier Section I iTPCC�j -ft 535.10 - From 6, chore 'jds to 16 m �bw 4mc, ritical Mome t Capacity 204055 Pier Diameter Ramig*1 71.6% 1 Reber Quantity _Sift 15 Reinforced Concrete Shear Compression Uplift Reber Size 9 Critical Depth (it from TOQJ 22.67 1 Clear Cover to Ties 6 in Critical Shear gdpjj 199A6 1 Tie Size 4, Critical Shear Capscityl 305.04 1 Tie spao"ilq ,in R.ting*l 62.3% 1 Reber Quantity 3 Reber Size 18 StruE!mr.aIAqunIatl n Rating*! 71.6% Reber Cage Diameter( 40.5 in S n�M n Rating" 17J% Pier Section 2 'Rating per TIA-222-H Section 15 5 From 6 , 1 4bcO, — . de L 25 "below q—s Pier Diameter it Rebar Quantity 15 Reber Size Clear Cover to Ties, 6 in Tie Size 4 Tie Sp..,nq in Apply TIA-222-H Section 15,5: NIA T— inp ut Ef' 1v : Depths eseActu, Cc-d.r no"',ed m o—ent capacq Check S--a.,g Depth of Re, Utilize Sh=.-,-,Fnction '-Uh,dology C—nds C—i-I Dep` Go to Soil Calculations I Groundwater Depth 1 12 1 4 of Layers 8 Angle of Calculated "(Ivif) Calculated. Ui=.SIMdR 11 'S Ult. Gross Laver Top gotten, tEd Thickness I-r � I-- Call h. Friction Ultimate Skin I Ultimate Skin Friction , Comp FI= up[ : ft Be.[., SET Blow I Sell Type [ft) (ft) (PM (Pcf) (kf) FritmaisComp Friction Uplift Override Capacity Count (degrees) (ksf) (lorf) Chi�indchi (icsf) (lisf) '21 25 2A 1161 50 01 01 aoo6l 0.000, Cohesionless 2.5qIj 1 521 11 11 50 075 —61 041SI 0A13 Cohesive 3j fl� 11,551 150 'S 01 08251 U25, Cohesive 41 61 2, 125 150 1.75' 01 0,9631 0963 Cohesive 61 2 14 21 62.61 87D 0 09631 0,963 1 e, I Cohesive 61 14 17 3 52.61 87�6 0,5 0 0 275i 0.275 Cohesive 11 21, 4I 5261 87.6, O�_ 311 0,001 000 , _r 1 Cohesionless F-11 21 - 251 411 77.61 87�6 10 01 4 561 4.50 61.11551 1 Cohesive Version 6.4.8 ASCE ASCE 7 Hazards Report Address: Standard: ASCE/SEI 7-16 Elevation: 602.21 it (NAVD 88) N. Address at This Risk Category: 11 Latitude: 3293075 Location Soil Class: D - Default (see Longitude: -97.064139 Section 11 A.3) Wind Results Wind Speed: 106 Vmph 10-year MRI 74 Vmph 25-year MRI 80 Vmph 50-year MRI 85 Vmph 100-yearMR] 91 Vmph Data Source; ASCE/SEI 7-16- Fig. 26.5-IB and Figs- CC.2-1--CC.24 Date Accessed: Thu Jan 212021 Value pirmituled is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability 0 00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEJ 7-16 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions il, aK711,, z'_ ,,, Page I of3 Thn Jai, 212021 ASCE Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: S, 0.102 St,' 0.086 S , : 0.054 T, 12 F,, 16 PGA: 0,049 F, 2A PGA 0.079 S" 0 164 Fp- 16 S. 1 013 1, SDs 0.109 C, 0.7 Seismic Design Category B MCEa Response Spectrum Design Response Spectrum S,fgh T(s) (g) f(.) MCE,, Vertical Response Spectrum Design Vertical Response Spectrum S,,(m vs T(s) Data Accessed: Date Source: S, (g) vs Tt,h Thu Jan 21 2021 USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCUSEI 7-16 Table 1 .5-2. Additional data for site -specific ground motion procedures in accordance with ASCEISEI 7-16 Ch. 21 are available from USGS, r'.g. 2 of 3 Th. J.i, 212021 Results: Ice Thickness: 1.50 in. Concurrent Temperature: 15 F Gust Speed: 30 mph Data Source: Standard ASCEtSEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Jan 21 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial Ice thicknesses due to freezing rain with concurrent 3-second gust speeds. for a 500-year mean recurrence interval, and temperatures concurrent with Ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. the ASCE 7 Hazard Tool is provided for year convergence, for mformahonal purnoses only. and rs p,ovWe 'as;s'- and without wairantes of anf .rd The lof - data dudetl here;n has been oMained from mformauon developed produced and maintametl by third party providers or has been exhapolated from maps iixarpprated in the ASCE 7 standartl Whale ASCE has made every eifort to use data obfamed from ,.;able souiras o: molhodUrxnrs, ASCF does W maka any repr—rial,or, rx wrinanLFs a: to tha tic eiiiacY, cpmptetenes<, reltabily, enrN, or yuaiM14 of any dnra providrxl herein Ar, Hind party links provid,of 1 ihrs WI should nut t•e coast uid as an ender.+±meet, affiliabm, relab—hip or sponsorship of such third-p,q content by or from ASCE ASCE does nai rrtiend, nor should anyone interpret the results preridetl by ibis Tool to replace the sound IudgmeM of a competent Pinfe�,+ronal hav+:iq knowfedtle mxi expane uu th.: aF+propna4x haid(v) nt pi:arhru. nor to �.uit;tluin (nr 1hu sfandaid of- iFlquirnd at such professionals in mieiprebng xnd applying the wrients of this i'ool or the ASCE 7 stindaid in using this Toof you expressly assume ail nsks assoc:atetl wrth four use Urider no circumstances shall ASCE ar its oificeis directors, employees, members, a(fliafes, or agerrfs be Maple to you or any other person for any tlirncf indirect special, incidental, or cansequenhaf danaanrn flringW i+unt of i..tarud to Y'iur uw> of, of toh'i un,co,Trxl umon« i w,iniwatiAmerci ff i:nioi:t To the hiilosi extent puumltod br I— you ayree i� release and hold heni1— ASIL fiem any -d al: Ioblity of — nature an,ing out of of resulting hum any use ni data provided by the ASCE 7 Hazard Tool 1, zK. 7 ,,, z _ n '•nl _ Page 3.f3 Thi, d-21 2021