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Item 9C - Plans I Verta PAS PREPARED BV: Verta SITE NAME- Klmley >)Horn DA05821 -A 11700 KATY TY FREEWAY SUITE 800 HOUSTX 77079 LOCATION INFORMATION- HONE: N,T20-632 PHONE:281-920-6323 1189 N P EYTO N V I L L E AVE WWW.KIMLPTION: N.COM REV:�DATE:C DESCRIPTION: 8V: SOUTHLAKE, TX 76092 TARRANT COUNTY LATITUDE / LONGITUDE: 32.955950 (320 571 21 .2980711 N) -97. 1682330 (-970 101 05.7256311 W) s APPLICANT: INSTALL ANTENNAS ON NEW 50'-0"METAL POLE SHEET INDEX a" v T-MOBILE INCLUDING GROUND EQUIPMENT CABINET ON CONCRETE SHEET SHEET TITLE 3 4700 W SAM HOUTON N,SUITE 200 PAD. NUMBER o HOUSTON,TX 77401 T-1 TITLE SHEET CONTACT:CRISTA JOHNSON THESE DOCUMENTS ARE PART OF AN APPLICATION TO GN-1 GENERAL NOTES PHONE:(281)804-7204 INSTALL UNMANNED COMMUNICATIONS FACILITY C-1 OVERALL SITE PLAN - Countryside Bible Church Q CONSISTING OF A CABINET, CONNECTING CABLES, AND C-2 ENLARGED SITE PLAN ENGINEER: DIRECTIONAL ANTENNAS. THE INTERCONNECTS WILL C-3 POLE ELEVATION AND DETAILS SITE Delta Hotels,® KIMLEY-HORN&ASSOCIATES,INC. ALLOW FOR AN INDEPENDENT COMMUNICATION NETWORK Dallas Southlake\i C-3.1 ANTENNA EQUIPMENT DETAILS 0 01/20/2026 ISSUED FOR PERMIT AS 11700 KATY FREEWAY,SUITE 800 THAT CAN CONTINUE TO FUNCTION IF THE TELEPHONE C-3.2 ANTENNA EQUIPMENT DETAILS HOUSTON,TX 77079 (WIRE) SERVICE IS DISCONNECTED DURING AN C-4 ROW CROSS SECTION A 10/30I2025 ISSUED FOR REVIEW EAC PROJECT MANAGER:ROGER GARZA EMERGENCY OR NATURAL DISASTER. THESE FACILITIES DRAWN BY CHECKED BY: PHONE: 281 920-6323 C-5 CABINET AND EQUIPMENT DETAILS ( ) WILL ENHANCE THE GENERAL HEALTH, SAFETY, AND C-6 CONSTRUCTION DETAILS EAC RG PROJECT NUMBER:068937801 WELFARE OF THE COMMUNITY AND SURROUNDING AREAS KHA PROJECT NUMBER. BY PROVIDING RELIABLE COMMUNICATIONS AROUND THIS PS-1 PHOTO SIMULATION r m POLE OWNER: LOCATION. PS-2 PHOTO SIMULATION L 068937801 SQF,LLC d/b/8 VERTA E-1 ELECTRICAL NOTES ENGINEER SEAL: Q a 16 MIDDLE STREET,4TH FLOOR E-2 ELECTRICAL NOTES ocO z PORTLAND,ME 04103 E-3 ELECTRICAL&GROUNDING �, NP CONTACT:HEATHER CARLISLE SCOPE OF WORK E-4 ELECTRICAL EQUIPMENT DETAILS �OTF,}'ws�,� PHONE:(774)285-1082 I 7 25 Bicentennial TELCO UTILITY: SITE DATA: *I TBD •«••••••«»••••• «•••••••«• POLE MATERIAL:METAL * LOCATION MAP POWER UTILITY: POLE TYPE:NETWORK NODE ROGELIO GARZA TRI-COUNTY ELECTRIC COOPERATIVE (N)POLE HEIGHT:50'-0" ;;8820 g -•:_ �. RAID CENTER G548'-0" :4G,5G ❑� ❑ / C S�O ��/ CONTACTS RAID CENTER 5G:44'-6" F EN j ♦ NAL E.� g CONTACT PUBLIC WORKS DEPT: � ♦ GNI 10/30/2025 3 , (817)748-8098 N _ PROJECT INFORMATION: 1.AT LEAST 48 HOURS PRIOR TO BEGINNING WORK (FOR START WORK NOTIFICATION&CITY LINE ❑� SITE • LOCATE REQUEST) DA05821-A 2.IF AN ITEM ARISES DURING CONSTRUCTION AND/OR A REVISION IS REQUESTED. SITE DATA DIRECTIONS 1189 N PEYTONVILLE AVE 3.SCHEDULE A FINAL INSPECTION ONCE WORK IS SOUTHLAKE,TX 76092 ... • COMPLETED. TARRANT COUNTY CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY _ CALL BEFORE YOU DIGI HAVING JURISDICTIONS(AHJ)FOR THE LOCATION.THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF Ll SHEET TITLE � � •�- _ TEXAS ONE CALL CONTRACT AWARD SHALL GOVERN THE DESIGN. I PARTICIPANTS REQUEST CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF ALL APPLICABLE STANDARDS INCLUDING BUT NOT LIMITED TO THE a _ - FOLLOWING STANDARDS: 0 48 HOURS BEFORE YOU INTERNATIONAL BUILDING CODE(IBC);OCCUPATIONAL SAFETY AND HEALTH STANDARDS(OSHA);NATIONAL ELECTRICAL CODE(NEC);AMERICAN TITLE SHEET 7 j ` • DIG,DRILL OR BLAST- CONCRETE INSTITUTE ACI 318,BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE;AMERICAN INSTITUTE OF STEEL CONSTRUCTION o - C .Mmmbdmo STOP CALL (AISC), MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION; TELECOMMUNICATIONS INDUSTRY ASSOCIATION TIA-222-G, STRUCTURAL cabokIBpft STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS; TIA-607, GROUNDING AND BONDING REQUIREMENTS FOR TEXAS ONE CALL SYSTEM TELECOMMUNICATIONS CABLING INFRASTRUCTURE AND BUILDING'S ELECTRICAL SYSTEM. i SHEET NUMBER: 1-800-545-6005 ~I AERIAL MAP CODE COMPLIANCE T-1 Th GENERAL NOTES: 16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING 17. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR Verta DEFINITIONS ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. SHALL APPLY: 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. PLANS PREPARED BY: GENERAL CONTRACTOR 19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE CONTRACTOR: (CONSTRUCTION) COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE �ml�>�Horn OWNER - VERTA ORDERS ON THE PREMISES AT ALL TIMES. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS 20. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE COA#F-000928 AND T-MOBILE PROJECT SPECIFICATIONS. EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C 11700 KATY FREEWAY SUITE 800 2. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL KATY FREEWAY TX Y SUITE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING HOURT N,TX0-63 9 SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE CONSTRUCTION. W PHONE:L 81-HO-6323 FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES REV:pDATE: DESCRIPTION: BY CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, EXCAVATION. AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER PERFORMANCE OF WORK. UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS ORDINANCES, AND APPLICABLE REGULATIONS. DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO 24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURIN COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING 6. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY ANY FILL OR EMBANKMENT. QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND 0 01/20/2026 ISSUED FOR PERMIT AS SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR A 10/30/2025 ISSUED FOR REVIEW EAC TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL DRAWN BY: CHECKED BY: DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED EAC RG INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO BY THE LOCAL JURISDICTION. KHA PROJECT PROCEEDING WITH WORK. 27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER 068937801 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A ENGINEER SEAL: ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS LAWFUL MANNER. T SPECIFICALLY STATED OTHERWISE. 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, �� 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO OF ry� DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR a INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO TO PAYMENT. PROCEEDING. 29. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO /* 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR /•» •••» ••••••••••••/ AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO TO FINAL PAYMENT. ROGELIO GARZA BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL 30. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. •'•'•••••••••••••••� CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 118820 31. STRUCTURE IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, �'�p 10. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK APPROXIMATELY 2 TIMES PER MONTH, BY T-MOBILE TECHNICIANS. �� CENS, ACTIVITIES WITH OTHER DISCIPLINES. F` �I 32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. G 11. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT ss TONAL EN.t EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND 33. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN �� THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND ACCORDANCE WITH THE LATEST REVISION T-MOBILE GROUNDING STANDARD ��ONED 10/30/202s 3 "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS N TRUE AS INDICATED ON THE DRAWINGS. SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN PROJECT INFORMATION CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND 12. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED THE DRAWINGS, THE DRAWINGS SHALL GOVERN. DA05821-A MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP 34. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AN AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT 1189 N PEYTONVILLE AVE 13. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR SOUTHLAKE,TX 76092 SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE ENGINEER OF IMMEDIATELY. TARRANT COUNTY RECORD OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS 35. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON PRIOR TO BEGINNING CONSTRUCTION. A DAILY BASIS. SHEET TITLE: 14. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION 36. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS g 15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING ACT: CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE MATERIAL OR PROCEEDING WITH CONSTRUCTION. EQUIPMENT NOC:EMERGENCY 24 HOUR CONTACT:- 611-5868 GENERAL NOTES REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE 37. ALL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS OWNER. AND RECOMMENDATIONS. POLE NOC: (207) 358-7467 o SHEET NUMBER: GN-1 This document,together with the concepts and designs presented herein,as an Instrument of serAce,is Intended only for the specific purpose and client far which it was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Klmley-Ham and Associates,Inc.shall be without liability to Klmley-Hom and Associates,Inc. LEGEND ,,,�� ,��.�� fir, , " ;"�`'�'�i► Verta EXISTING PROPERTY LINE/ROW EXISTING CURB Af �'. ' '.�.AJ 71 EXISTING EDGE OF PAVEMENT r r y ,•` - !' o-, - ` • PLANS PREPARED BY: W EXISTING WATER LINE h v' • y �� , �` oM r .4 '~ SS EXISTING SANITARY SEWER LINE J 300' RADIUS SO EXISTING STORM DRAIN LINE <24 i r:4 'BUFFER _ � Kiml >pHorn SO EXISTING STORM DRAIN LINE >24 C , '` �xp i` .F >< e v COA#F-000928 GAS EXISTING GAS LINE '-WF I " ^ �� + ° , 11700 KATY FREEWAY SUITE 800 ` f. �•'�, 1 x '+i` ' HOUSTON,TX 77079 OHE EXISTING OVERHEAD UTILITIES + � ' / �. �!C�<4 w �+�. - PHONE:281-920-6323 UGE EXISTING UNDERGROUND ELECTRIC � ' •. �� k � � `;� ,�+ , WWW.KIMLEY-HORN.COM REV:p DATE: DESCRIPTION: eV: E PROPOSED UNDERGROUND ELECTRIC h , r F EXISTING UNDERGROUND FIBER F PROPOSED UNDERGROUND FIBER S/F PROPOSED SILT FENCE ti \; APPROXIMATE, I J APPROXIMATE }, A. EXISTING RIGHT- EXISTING RIGHT \ OF WAY LINE I - WAY LINE - r — — j.E. CAB. A, SLIDE 1857 ,E i NOTES: T r 1. ALL PROPOSED WORK TO BE PERFORMED PER LATEST T-MOBILE / STANDARDS AND SPECIFICATIONS. ' •Y� 3: '.V> �' y . ' I R - 2. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED ACCESS TO ALL NEAREST PROPERTY DRIVEWAYS, SIDE STREETS AND WALKWAYS AT ALL TIMES UNLESS : "�' �, =` "<, 1016 WESTHEIMER RD OTHERWISE PERMITTED. p ) APN# 42091673 3. CONTRACTOR MUST PROTECT ALL STORM SEWER SYSTEMS AS II REQUIRED, FIELD VERIFICATION FOR LOCATION AND DEPTH OF EXISTING STORM SEWER SYSTEMS IS REQUIRED TO AVOID THE ie I �.. • I PENETRATION AND CROSS THRU OF ANY EXISTING STORM SEWERb.:. ( }• EXISTING 12 SYSTEM. ); , `` A WATER LINE e`•` .{ \ 4. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS 0 01/20/2026 ISSUED FOR PERMIT AS I I I L I CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION ;: 1 1 — \ A 10/30/2025 SSUED FOR REVIEW EAc AND ASSURE COMPLIANCE WITH ADA REQUIREMENTS. IU DRAWN BY: CHECKED BY: 5. CONTRACTOR TO PROTECT-IN-PLACE ANY EXISTING TREE(S), EAC RG EXISTING LANDSCAPING, AND ASSOCIATED IRRIGATION. x _ �a� REFER TO ENLARGED KHA PROJECT NUMBER: 6. ALL LOCATION & RIGHT-OF-WAY INFORMATION SHOWN HEREIN IS EXISTING UTILITY PLAN C-2 / t BASED SOLELY OFF OF PUBLICLY AVAILABLE RECORDS AT THE ;y \ POLE (TYP.) 068937801 TIME OF CREATION OF THIS DOCUMENT. NO PROFESSIONAL SURVEY .t'yil f ' ENGINEER SEAL: WAS CONDUCTED AS PART OF THE PREPARATION OF THIS ; �_ EXISTING OVERHEAD UTILITIES T DOCUMENT. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ..'� +� I e PROPOSED SMALL CELL NODE LOCATION: OF THE ACCURACY OF THE LOCATIONS OF ALL EXISTING AND � ';. 1 32.95595, -97.168233 \ TF<� PROPOSED STRUCTURES, UTILITIES & APPURTENANCES SHOWN. `' a CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES 15' U.E. VOL.<388-152, I INSTALL NEW T-MOBILE EQUIPMENT ON * , PRIOR TO COMMENCEMENT OF CONSTRUCTION. �f PG. 63 T.C. \ PROPOSED VERTA OWNED METAL / 7. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS, UTILITY t J ti NETWORK NODE POLE WITHIN CITY OF /* ..... ------e;e*,/ LOCATIONS, AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT 111 »� SOUTHLAKE R.O.W. AS SHOWN. ROGELIO GARZA OF CONSTRUCTION. r ' 1 p / ...ww«».......—/ 8. CONTRACTOR TO FIELD ADJUST ACTUAL LOCATION OF THE �., ram;, r - t �, 118820 PROPOSED WORK TO MEET THE MINIMUM SEPARATION _ 1 APPROXIMATE EXISTING F 1 +0 REQUIREMENTS. ABANDONED 8" WATER LINE 9. ALL DAMAGED SIDEWALKS SHALL BE REPLACED. REPLACE X' '1 x � \ ` SS�ONAl COMPLETE CONCRETE SECTIONS, FROM JOINT TO JOINT, NO I ,. PATCHING IS PERMITTED. SIDEWALKS TO BE INSTALLED IN ` QONED: 10/30/202f 3 COMPLIANCE WITH PUBLIC WORKS MANUAL. WOODBROOK LN 9 10. EXISTING SIDEWALK IMMEDIATELY ADJACENT TO THE AFFECTED W Li PROJECT INFORMATION SIDEWALK(S) MUST BE ADA COMPLIANT, OTHERWISE FULL (PUBLIC ROW) J o < REPLACEMENT IS REQUIRED. M M > DA05821-A 11. MINIMUM SIDEWALK CLEAR PEDESTRIAN ACCESS ROUTE (PAR) IS z U - :*:+; 48" WIDE. 12. ALL LIDS SURFACES ON THE SIDEWALK MUST BE FLUSH AND ADA m ' 1189NPEYTONVILLEAVE s 3 I I I I SOUTHLAKE,TX 76092 W COMPLIANT. ;!., :�rfc•� TARRANT COUNTY _""1sw,OW a AIIIIIIIIIIIIIII.AL Ala SHEET TITLE: GRAPHIC SCALE IN FEET { NO ADDITIONAL NODES EXIST WITHIN 300' OF PROPOSED POLE, EXISTING 0 40 80 160 OVERALL SITE PLAN POLES WITHIN THIS AREA ARE NOT SUITABLE FOR SMALL CELL INSTALLATION. THIS LOCATION IS WITHIN PREFERRED RF TARGET AREA NORTH o SHEET NUMBER: Know what's below. SCALE 1"=80' ~I Call before you dig. SCALE BASED ON 11"X17" ONLY C_ onoepts and designs presented heroin,as an instrument of swAce,Is Intended only for the specific purpose and client for which it was prepared. Reuse of and Improper reliance on this cl—ent without written authorization and adaptation by Kimley—Horn and Associates,Inc.shall be without Ilabtlity to Kimley—Kam and Associates,Ina LEGEND EXISTING PROPERTY LINE/ROW Verta EXISTING CURB EXISTING EDGE OF PAVEMENT PLANS PREPARED BY W EXISTING WATER LINE gossm �� Dismiss SS EXISTING SANITARY SEWER LINE 7 7a° J I �mleyoHorn SD EXISTING STORM DRAIN LINE <24 SD EXISTING STORM DRAIN LINE >24 I d° I COA#F-000928 GAS EXISTING GAS LINE I I I ? APPROXIMA IE EXISTING° I i I 11700 KATY FREEWAY SUITE 800 HOUSTON,TX 77079 OHE EXISTING OVERHEAD UTILITIES ABANDONED 8" WATER LINE I I WWW.KIMLEY-HORN.COM V_ m PHONE:281-920-6323 I UGE EXISTING UNDERGROUND ELECTRIC I ° :e e° E PROPOSED UNDERGROUND ELECTRIC I I Rev DATE: DESCRIPTION: BY J F EXISTING UNDERGROUND FIBER I i ° F PROPOSED UNDERGROUND FIBER ° ° ° S�F PROPOSED SILT FENCE I PROPOSED--A I SILT FENCE i PROPOSED DELTA HPS3 SSC — I J ° ° ° 6RU VERSION CABINET NOTES: ° 1. ALL PROPOSED WORK TO BE PERFORMED PER LATEST T—MOBILE I STANDARDS AND SPECIFICATIONS. 24`0'tJ NEAREST PROPERTY 2. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED ACCESS TO ALL I /° ° 1016 WESTHEIMER RD DRIVEWAYS, SIDE STREETS AND WALKWAYS AT ALL TIMES UNLESS APN# 42091673 I OTHERWISE PERMITTED. ° + 3. CONTRACTOR MUST PROTECT ALL STORM SEWER SYSTEMS AS I J ° I °° �O.7 REQUIRED, FIELD VERIFICATION FOR LOCATION AND DEPTH OF EXISTING STORM SEWER SYSTEMS IS REQUIRED TO AVOID THE PENETRATION AND 24.9 t PROPOSED SMALL CELL NODE LOCATION: I CROSS THRU OF ANY EXISTING STORM SEWER SYSTEM. ° ° H 32.95595, —97.168233 4. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS ° INSTALL NEW T—MOBILE EQUIPMENT ON I 0 01/20/2026 ISSUED FOR PERMIT AS CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION AND ° PROPOSED VERTA OWNED METAL ASSURE COMPLIANCE WITH ADA REQUIREMENTS. A 10/3012025 ISSUED FOR REVIEW EAc °� i3.4't N NETWORK NODE POLE WITHIN CITY OF ■ 5. CONTRACTOR TO PROTECT—IN—PLACE ANY EXISTING TREES , EXISTING �1 0.6'= DRAWN BY CHECKED BY ( ) SOUTHLAKE R.O.W. AS SHOWN. LANDSCAPING, AND ASSOCIATED IRRIGATION. ° PROPOSED 2'-6" DIAMETER EAC RG 6. ALL LOCATION & RIGHT—OF—WAY INFORMATION SHOWN HEREIN IS ° I BASED SOLELY OFF OF PUBLICLY AVAILABLE RECORDS AT THE TIME OF I ° °J CONCRETE FOUNDATION FOR KHA PROJECT NUMBER CELL NODE r CREATION OF THIS DOCUMENT. NO PROFESSIONAL SURVEY WAS ° i L 068937801 CONDUCTED AS PART OF THE PREPARATION OF THIS DOCUMENT. IT IS ° ' eNCINeeRseAL: THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE ACCURACY OF THE I °° I PROPOSED FIBER LOCATIONS OF ALL EXISTING AND PROPOSED STRUCTURES, UTILITIES & EXISTING J HANDHOLE APPURTENANCES SHOWN. CONTRACTOR TO NOTIFY THE ENGINEER OF SIDEWALK L I OF TFy�1� ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. I W ° ° I CONTRACTOR TO e'e'e" 7. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS, UTILITY > PROTECT—IN—PLACE a Q ^ EXISTING TREE (TYP,) LOCATIONS, AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF ° EXISTING I APPROXIMATE /* CONSTRUCTION. I W O z °J FIBER I EXISTING RIGHT OF •«•••••••««----- «------DODO 8. CONTRACTOR TO FIELD ADJUST ACTUAL LOCATION OF THE PROPOSED J CONDUIT WAY LINE WORK TO MEET THE MINIMUM SEPARATION REQUIREMENTS. > > ° ROGELIO GARZA 9. ALL DAMAGED SIDEWALKS SHALL BE REPLACED. REPLACE COMPLETE I > U a ° °° �t �p 11$$2� , // CONCRETE SECTIONS, FROM JOINT TO JOINT, NO PATCHING IS O m w PERMITTED. SIDEWALKS TO BE INSTALLED IN COMPLIANCE WITH PUBLIC o J° I �I�o.��, /CENS�-� ��c.�� WORKS MANUAL. W W Lc ° I S' 'e••••■w G� 10. EXISTING SIDEWALK IMMEDIATELY ADJACENT TO THE AFFECTED I w °� ° ^ ��`A` SIDEWALK(S) MUST BE ADA COMPLIANT, OTHERWISE FULL REPLACEMENT z x + I I % GNm: 10/30/2025 3 IS REQUIRED. I w 11. MINIMUM SIDEWALK CLEAR PEDESTRIAN ACCESS ROUTE (PAR) IS 48" ° ° I PROJECT INFORMATION J WIDE. ° 12. ALL LIDS SURFACES ON THE SIDEWALK MUST BE FLUSH AND ADA COMPLIANT. LL °` 0 MONSOON MONSOON MONSOON EMISSIONS DA05821-A 1189 N PEYTONVILLE AVE SOUTHLAKE,TX 76092 TARRANT COUNTY CAUTICNI I SHEET TITLE: EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES GRAPHIC SCALE IN FEET `_ • ION. CTRCTOR SHLL BE RESPIONSIBLEOR TO CFOR TANY TREPAROSNTOAEXIISTINGAUTILITIES 0 5 10 20 ENLARGED SITE PLAN DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. NORTH o SHEETNUMBER: Know whafsbelow. SCALE: 1" = 10' Call before you dig. SCALE BASED ON 11"X17" ONLY U_2 This document,together with the concepts and designs presented heroin,as an instrument of swAce,Is Intended only for the specific purpose and client for which R was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Klmley—Man and Associates,Inc.shall be without liability to Klmley—Mom and Associates,Inc. TOP OF POLE , EL = 50'10" AGL PROPOSED STEALTH tiTOP OF POLE CONCEALMENT SHROUD z Ems'-0"t ACT z uj z� PROPOSED (3) CELLMAX - Verta m CMA - UBDHH/6518/E2-10 ON ANTENNAS MOUNTED WITHIN ul�w a SHROUD PLANS PREPARED BY: O� 3- Kimleyo Horn o ti PROPOSED ANTENNA RAID CENTER o EL = 48'-0" AGL PROPOSED ANTENNA CELLMAX - CMA - COA#F-000928 UBDHH/6518/E2-10 11700 KATY FREEWAY SUITE 800 (3 ANTENNAS, 1 PER SECTOR) HOUSTON,TX 77079 PHONE:281-920-6323 N�F��P 8 REV: DATE: DESCRIPTION:IMLHORN.COM BY Spp�X�J 72�SF0 PROPOSED (3) QUO�p0 P q MOUNOKINTED TOHPROPOSEDAMOUNT PROPOSED VERTA METAL Ay vq UTILITY POLE PIPE PER MANUFACTURER'S (REFER TO SHOP DRAWINGS) SPECIFICATIONS PROPOSED POLE AND ALL PROPOSED ANTENNA LAYOUT CELLMAX NOTE: ATTACHMENTS TO MATCH 2 EMI COLOR OF EXISTING NEARBY c-s SCALE:N.T.S. NO WORK SHALL COMMENCE WITHOUT THE UTILITY POLE OR F — APPROVED UTILITY POLE STRUCTURAL STRUCTURES ° .PROPOSED ANTENNA PAD CENTER ANALYSIS SIGNED AND SEALED BY A a i EL = 44'-6" AGL LICENSED PROFESSIONAL ENGINEER UNDER PROPOSED (1) HCS 6x24 z SEPARATE COVER. CABLE1-1 z a� NOTES: a PROPOSED THREE (3) NOKIA - 1. ALL SUPPORT WORK TO BE I o, AHFII RRUS MOUNTED TO PERFORMED PER LATEST VERTA a o PROPOSED MOUNT PIPE PER STANDARDS AND SPECIFICATIONS. MANUFACTURER'S 2. CONTRACTOR SHALL MAINTAIN o SPECIFICATIONS UNINTERRUPTED ACCESS TO ALL DRIVEWAYS, SIDE STREETS AND I PROPOSED ANTENNA WALKWAYS AT ALL TIMES UNLESS NOKIA - AVHA OTHERWISE PERMITTED. (3 ANTENNAS, 1 PER 3. CONTRACTOR SHALL RESTORE ANY SECTOR) PROPOSED RADIOS 0 01/20/2026 ISSUED FOR PERMIT AS TEL = 41'-10"t AGL DISTURBED AREAS TO ORIGINAL I PROPOSED CAT-6 N A 1 0/3 012 0 2s ISSUED FOR REVIEW EAC CONDITION OR BETTER, INCLUDING CABLE TO PROPOSED I DRAWN BY: CHECKED BY: BUT NOT LIMITED T0, LANDSCAPING, BACKHAUL RADIO �p��P AROp EAC RG SOD, PAVING, SIDEWALK REPAIR AND PCN p OR FENCE REPAIR. �O ��J 720 SFp o o PROPOSED KHA PROJECT 4 UOCATE TILITIES AND NPRIOR MARK KTO NY AND START ALL OF PRO L°p Pti q27 U�Nyq MOUNTANTENJPIPEQUIPMENT 068937801 CONSTRUCTION. 0 ENGINEER SEAL: 5. CONTRACT SHALL COORDINATE EXACT PLACEMENT OF EXISTING AND PROPOSED ANTENNAS WITH VERTA CONSTRUCTION MANAGER. 3 PROPOSED ANTENNA LAYOUT NOKIA - AVHA C-3 SCALE:N.T.S. 1 FOR ILLUSTRATIVE MAX sLL PROTRUSION ,OPROPOSED PORT COVER PURPOSES ONLY POLE MOUNTED EQUIPMENT VOLUMES EL = 37' AGL EQUIPMENT MAKE(MODEL) HEIGHT WIDTH DEPTH VOLUME QUANTITY TOTAL VOLUME NO SEAL REQUIRED i of I ANTENNA CELLMAX(CMA-UBDHH/6518/E2-10) 36.6" 11.5" 5.3" 1.29 FT' 3 3.87 FT' ANTENNA NOKIA AVHA 39.3" 20.6" 6.5" 3.05 FT' 3 9.14 FT' i 3 RRU NOKIA AHFII 19.6" 15.7" 12.1" 2.15 FT' 3 6.45 FT' Ll PROPOSED EQUIPMENT PROJECTwFORh anoN N ;ABINET ON CONCRETE BACKHAUL RADIO CAMBRIUM NETWORKS PTP670 12.5" 8" 3.5" 0.20 FT' 1 0.20 FT' 'AD (SEE SHEET C-5) PROPOSED BACKHAUL RADIO TOTAL: 18.95FT' yEL = 34'-9"f AGL DA05821-A SED PORT o $EL PROPO= 1'-3°t AGL 1189 INPEYTONVILLE AVE TOP OF FOUNDATION SOUTHLAKE,TX76092 p III—III III TARRANT COUNTY 4 EL = 0'-0"t AGL STATUTORY NOTE: PROPOSED VERTA METAL I-III—III I I—�I PER TEXAS STATE CODE CHAPTER 284.003: UTILITY POLE II-III—III III- - EACH ANTENNA SHALL NOT EXCEED 6 CUBIC FEET IN VOLUME (REFER TO SHOP DRAWINGS) I O SHEET TITLE: - ALL OTHER WIRELESS EQUIPMENT ASSOCIATED WITH THE FACILITY SHALL CUMULATIVELLY lm�r� NOT EXCEED 28 CUBIC FEET -2 jI - THE FOLLOWING TYPES OF ASSOCIATED ANCILLARY EQUIPMENT ARE EXEMPT FROM THE POLE ELEVATION AND CALCULATIONS OF EQUIPMENT VOLUME: ELECTRIC METERS, CONCEALMENT ELEMENTS, TELECOMMUNICATIONS DEMARCATION BOXES, GROUND BASED ENCLOSURES, GROUNDING A DETAILS II—III— EQUIPMENT, POWER TRANSFER SWITCHES, CUTOFF SWITCHES, VERTICAL CABLE RUNS FOR THE CONNECTION OF POWER AND OTHER SERVICES, AND UTILITY POLES OR OTHER E SMALL CELL UTILITY POLE SUPPORT STRUCTURES. 2 POLE MOUNTED EQUIPMENT ELEVATIONS C-3 SCALE:N.T.S. C-3 SCALE:N.T.S. SHEET NUMBER: C-3 Verta PLANS PREPARED BY: Antenna type @611M,ax Antenna type CcellMax KimleyoHorn 120108 12 010 x COA#F-000928 11700 KATY FREEWAY SUITE 800 C MA-U BDH H U P/6518/E2-10 C MA-U BD H H/6518/E2-10 HOUSTON,Tx 77079 PHONE:281-920-6323 WWW.KIMLEY-HORN.COM REV:p DATE:C�DESCRIPTION: 8V: 4-port antenna Unit ail Y( Electrical Parameters Y1 and Y2: Frequency range MHz 1695-2690 1695-2690 Polarization x x Parameter(Radiation) HBW 65 65 Frequency band MHz 1710-1880 1920-2170 2300- 2490- Gain dBi 18.5 18.5 1 1 2400 2690 EDT range 2-10 2-10 Gain dBi 1 16.6 1 17.3 1 18.0 1 18.5 Passive Intermodulation dBc <-156 <-156 Azimuth Parameters @ 2x46 dBm CW Azimuth(3dB) Beam ° 67 62 59 55 Maximum Input Power Width per port W 500 500 Azimuth Beam Squint** 2.7 3.0 2.9 1.7 Front to Back Ratio dB 28 30 32 32 (totalpower) Cross-Polar dB 29 32 35 34 Discrimination(0°) Sector Power Ratio % 1 6.4 1 5.4 1 3.7 1 2.9 Elevation Parameters Elevation(3 dB) Beam 10.0 8.8 7.7 6.9 Width Electrical Downtilt Range ° ^ 2-10 2-10 2-10 2-10 0 1 01/20/2026 ISSUED FOR PERMIT AS E; First upper Sidelobe dB 17 21 18 23 A 1 10/30/2025 ISSUED FOR REVIEW EAC N suppression DRAWN BY: CHECKED BY: First Nullfill Below dB EAC RG = o Horizon P KHA PROJECT NUMBER: Y1 Y2 068937801 Parameter(ports) 001 SI ENGINEER SEAL: aI I 490- Frequency band MHz 1710-1880 1920-2170 224 0 300- 226 0 Liu _ 001 Impedance 50 _ 'OI VSWR/Return Loss /dB 1.5:1/14 0 o 00 Intra Array Isolation dB 28 1 28 1 28 1 28 FOR ILLUSTRATIVE Q °' Inter Array Isolation dB 28 1 28 1 28 1 28 s U Product architecture a Passive Intermodulation PURPOSES ONLY a o U @ 2x43 dBm CW dBc <-155 a Uplink Noise Reduction: o Maximum Input Power NO SEAL REQUIRED o The extreme passive intermodulation performance allows for better UL sensitivity,impacting not only coverage but m per port W 500 oalso capacity.The guaranteed maximum PIM levels @ 2x40W are truly unique and unparalleled in the industry. Q p Indoor penetration/urban coverage:By offering a crucial improvement in the quality of the"last mile"in both rural �, Antenna Insertion Loss dB 0.32 1 0.36 1 0.39 1 0.30 r and urban environments,these antennas significantly improve indoor coverage.This allows all users to enjoy all Q Fspectrums and secure high-band coverage,even deep indoors. s 3 x F PROJECT INFORMATION: U E E DA05821-A = U O 1189 N PEYTONVILLE AVE SOUTHLAKE,TX 76092 TARRANT COUNTY SHEET TITLE: PROPOSED ANTENNA (CELLMAX)51, ANTENNA EQUIPMENT DETAILS o SHEET NUMBER: C-3. 1 This document together with the concepts and designs presented heroin,as an Instrument of service.is Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kinney—Horn and Associates,Inc.shall be without liability to Kimley—Horn and Associates,Inc. AVHA All-Scale MAA 64T64R n41/B41 40OW Habrok Product Specifications Massive MIMO benefits Standard 3GPP/FCC/ISED PLANS PREPARED BY: Supported RAT* 5G,LTE Band/Frequency range 2496-2690 MHz - Excellent Energy Efficiency ��I�>�Horn Max.supported modulation* 1024QAM Optimized • lower •volume Number of TRX paths 64 provcoverageCOA#F-000928 MIMOI streams* 11700 KATY FREEWAY SUITE 800 16 . • '• • HOUSTON,TX 77079 Instantaneous bandwidth(IBW) 194 MHz PHONE:281-920-6323 Occupied bandwidth(OBW) 190 MHz WWW.KIMLEY-HORN.COM Total average EIRP 81 clBm REV:p DATE:C DESCRIPTION: BY: Max.output power per TRX and total 6.25 W/TRX(400 W total), SW settable up to 13 dB down Dimensions(HxWxD) 997 mm x 525 mm x 175 mm Envelope Dimensions(HxWxD) 1060 mm x 530mm x 192 mm Volume 79L Weight(excluding mounting bracket) 36 Kg Wind load,FronURear/Side 704/767/196 N,EN1991-1-4,wind velocity 42m/s(150 km/h) Supply voltage/Connector type DC-36 V...-60V/Nokia 2 pole connector/APPG Optical ports 4 x SFP28/2x SFP56 AOPC Other interfaces/Connector type AISG/EAC,Status LEDs,GND Operational temperature range -40°C ...+55°C Cooling Natural cooling Installation options Pole,wall Ingress/Surge protection IP65/Class II 20 kA AVHA • ••A 2 ©2025 Nokia Confidential *HW specifications,capabilities are subject to relevant feature support • 0 01/20/2026 ISSUED FOR PERMIT AS A 1 10/30/2025 ISSUED FOR REVIEW EAC PROPOSED ANTENNA (NOKIA - AVHA) DRAWN BY CHECKED BY: C-3.2 SCALE:N.T.S. EAC RG KHA PROJECT NUMBER: AHFII All-Scale RRH 4T4R B25/66 480W 068937801 Ail . RRH benefits ENGINEER SEAL: Technical data Product Specifications Standard 3GPP compliant Up to 4x8OW in either AWS or PCS bands 1�4 4x4OW in the Supported RAT* 213,3G,4G,5G or combination i.e.4G/5G,IoT(SA,GB,IB),FDD other•" nd Band Frequency range Band 25:RX 1850 MHz-1915 MHz,TX 1930 MHz-1995 MHz Up to 1024 QAM DL capable hardware FOR ILLUSTRATIVE Band 66:RX1710 MHz-1780MHz,TX2110MHz-2200MHz PURPOSES ONLY • • Ports Max.supported modulation* 256QAM UL/1024 QAM DL Number of TX/RX paths* 4T4R Integrated i Instantaneous bandwidth(IBM* Full band .. . . NO SEAL REQUIRED Occupied bandwidth(OBW)* Full band,OBW B25 65MHz(UL/DL),B66 70MHz(UL)9OMHz(DL) of UpMax.RF output power* 4X8OW in any band while 4x4OW in other band • • • •• bands Dimensions(HxWxD) 641 x 342 x 115 mm(core),676 x 369 x 145 mm(envelope) i Volume 25 L 3 Weight(excluding mounting bracket) 32 kg PROJECT INFORMATION: Supply voltage/Connector type DC-40.5 V...-60 V/Nokia 2 pole connector Antenna ports 4 x 4.3-10 ) DA05821-A Ll v Optical ports* 3 x SF28 Ports I CPRI 9.8 Gbps(Rate 7) o Other interfaces/Connector type RET R5485,AISG 3.0,EAC MDR26 1189 N PEYTONVILLE AVE SOUTHLAKE,TX 76092 Operational temperature range -40*C ...+5 5*C TARRANT COUNTY Cooling Forced Convection(fans) Installation options Pole,wall,rail SHEET TITLE: i Ingress/Surge protection IP65,DC Power Port:20 kA 8/20 ps 1 ANTENNA EQUIPMENT 2 NOKIA DETAILS � *HW specifications,capabilities are subject to relevant feature support i 2 PROPOSED RADIO NOKIA - AFHII SHEET NUMBER: C-3.2 SCALE:N.T.S. C-3.2 Verta PLANS PREPARED BY: Kimley>*Horn I I COA#F-000928 11700 KATY FREEWAY SUITE 800 HOUSTON,TX 77079 PHONE:281-920-6323 WWW.KIMLEY-HORN.COM REV:p DATE:C�DESCRIPTION: 8V: APPROXIMATE EXISTING APPROXIMATE EXISTING RIGHT OF WAY LINE PROPOSED SMALL 0 RIGHT OF WAY LINE CELL NODE I I I I I I I I I 0 01/20/2026 ISSUED FOR PERMIT AS A 10/30/2025 ISSUED FOR REVIEW EAC DRAWN BY: CHECKED BY: I I EAC RG o I 9 f�1'�9 f 26 f 7 f 8 f 11 f I KHA PROJECT NUMBER: 068937801 GROUND ENGINEER SEAL: ° 2.5'± 2 + OF TF a I APPROXIMATE 4 * ' wwwwwww71 1 'w* EXISTING ROGELIO GARZA / ABANDONED ° rn wwwww.Mwwwww..we. EXISTING 12" WATER LINE 8" WATER LINE f-p 118820 ° _rI�o�F l/CEWg�-� 8 SS�ONAL r CONTRACTOR TO VERIFY FOUNDATION ►�r g DESIGN WITH STRUCTURAL ANALYSIS — SSIIGGNNEEDD 10/30/ 3 REPORT PRIOR TO CONSTRUCTION 10 PROJECT INFORMATION: 110 100 90 80 70 60 50 40 30 20 10 0 10 DA05821-A 1189 N PEYTONVILLE AVE SOUTHLAKE,TX 76092 NOTE TO CONTRACTOR: TARRANT COUNTY 1. ALL LOCATION & RIGHT-OF-WAY INFORMATION SHOWN HEREIN IS BASED SOLELY OFF OF PUBLICLY AVAILABLE RECORDS AT THE TIME OF CREATION OF THIS DOCUMENT. NO PROFESSIONAL SURVEY WAS CONDUCTED AS PART OF THE SHEET TITLE: PREPARATION OF THIS DOCUMENT. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE ACCURACY OF THE LOCATIONS OF ALL EXISTING AND PROPOSED GRAPHIC SCALE IN FEET STRUCTURES, UTILITIES & APPURTENANCES SHOWN. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 0 2.5 5 10 ROW CROSS SECTION 2. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS, UTILITY LOCATIONS, AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NORTH o SHEET NUMBER: SCALE: 1"=5' SCALE BASED ON 11"X17" ONLY C-/� 4 This document,together with the concepts and designs presented heroin,as an instrument of service,is Intended only for the specific purpose and client far which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates,Inc.shall be without liability to Kimley—Hom and Associates,Inc. Verta PLANS PREPARED BY: Ah E LTA Kiml >�Horn Smarter. Greener. Together. Specifications COA#F-000928 11700 KATY FREEWAY SUITE 800 Model HPs3(HP-Small 3 Power Cabinet) HOUSTON,TX 77079 Delta Group Website: PHONE:281-920-6323 www.deltaww.com WWW.KIMLEY-HORN.COM Construction Aluminum enclosure REV:p DATE:C DESCRIPTION: 8V: 'l 25.8"W x 37"H x 38.1"D(656 x 940 x 968mm);Including Door and Hatch Product Website: Dimensions 25.8"W x 6"H x 24"D 656 x 153 x 610mm;Base/Plinth i ( ) www.deltapowersolutions.com Weight 385lbs(175kg)(without customer equipment or batteries) United States ofAmerica&Canada: Total Equipment space: 19"x 6RU Delta Electronics(USA)Inc. „I Internal rack dimension Power System space: 19"x 4.5RU 2925 E.Plano Parkway Battery Space:1 battery tray to support up to 100Ah batteries Plano,TX(Texas)75074 Mounting options Pad-mount,plinth option I� Finish Polyester Power Paint(Tan) Sales and Orders: Safety UL Listed,IEC/EN 60950 DEUSTPS.Sales@deltaww.com 2.Environment Operating temperature -40°C to+50°C(-40°F to+122°F)with solar load DEUSTPS.Orders@deltaww.com Protection class designed to GR-487 Field Support., Acoustics 65dBA(Max.) 1-877-DELTA-08 option 3 Humidity(relative) 95%,non-condensing(Max.) '!! (877-335 8208 option 3) 3.Thermal Management Cooling Equipment: Direct Air Cooling,180OW capacity,5°C delta T DEUSTPS.Support@deltaww.com Heating Equipment: Forced air heating(1)1000W AC heaters Ill. 11l, Installation Services: Cable entry Multiple knockouts on both side walls DEUSTPS.Services@deltaww.com Front Door 3 point latching,5/16 nut driver tool,pad-locking capability RMA: Rear Hatch 6 point latching,8mm Triangular Panel Lock,pad-locking capability Primary ground 10 double-hole'''A"-20 threaded holes on 5/8"center ground bar RMA.US@deltaww.com Lifting Ears 4 Lifting Tabs 0 01/20/2026 ISSUED FOR PERMIT AS Plinth Optional 6"plinth available A 10/30/2025 ISSUED FOR REVIEW EAC AC Load Center:208V/240V split phase,(1)100A DRAWN BY: CHECKED BY HP-Small 3 Power Cabinet AC Surge Protection for each breaker feed GFCI Receptacle 120V EAC RIG Standard equipment (6 form-C)Alarm Termination block IIIIIIIIII KHA PROJECT NUMBER: ° 250A/54V redundant Power System w/DIN rail distribution. 068937801 (5)rectifier positions(3x 55A DPR3000 rectifiers included) Product Features (20)poles for load(3x 100A breakers included) ENGINEER SEAL (1)battery breaker included Compact design for equipment&power: (2)DC powered centrifugal fans with(1)MERV-13 filter,(GORE option) • 6RU supports radios and transport equipment Clogged Filter alarm pressure switch Front Door Door intrusion alarm 250A@-54Vpowersystem (1)1000WACpoweredheater FOR ILLUSTRATIVE • Slimline high efficiency rectifier Ordering • ORION Touch screen Controller Cabinet ESOA250-HCU01 HP-Small 3 250A Power/Equipment Cabinet PURPOSES ONLY Rectifier ESR-48/60A A-T 48V/56A 3000W,96.4%,CAN communication Direct air-cooling solution,180OW capacity,50C delta T Controller(Spare) TPS102002BAU21 Orion TOUCH Controller Power Pedestal Cabinet,100A,with Interlock,Cam Lock,and SPD(Option) Plinth,6" 3798D000000354-S Plinth for SSG Small/LP and HPS3 NO SEAL REQUIRED 4910160600 Power Pedestal Cabinet,100A,with Interlock, 0 Supports one string of-48V VRLA batteries up to 100Ah PPC 100A Cam Lock,and SPD Designed to GR-487 specifications i 3 NPROJECT INFORMATION: o "All specifications are subject to change without prior notice. ELTA DA05821-A www.deltaww.com • 1189 N PEYTONVILLE AVE SOUTHLAKE,TX 76092 TARRANT COUNTY SHEET TITLE: 1 PROPOSED CABINET DELTA c-5 SCALE:N.T.S. CABINET AND EQUIPMENT DETAILS o SHEET NUMBER: C-5 This document together with the concepts and designs presented herein,as an Instrument of service,Is Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without wrltten authorization and adaptation by Klmley—Horn and Associates,Inc.shall be without liability to Klmley—Hom and Associates,Inc. FINISHED GRADE, ASPHALT, CONCRETE FINISHED GRADE, ASPHALT, CONCRETE PAVING, OR LANDSCAPING MATCH PAVING, OR LANDSCAPING MATCH SLOPE SLOPE AND THICKNESS OF EXISTING AND THICKNESS OF EXISTING SURFACE. UNDISTURBED SURFACE. RESTORE SURFACE TO RESTORE SURFACE TO ORIGINAL SOIL ORIGINAL CONDITION PER CITY CONDITION PER CITY RESTORATION Verta 17 3 0 RESTORATION GUIDELINES GUIDELINES BORE PIT BACKFILL IN 6" LAYERS PLANS PREPARED BY: z WITH ROCK FREE MATERIAL OLDCASTLE POLYMER ^�� N� AT 95% COMPACTION RATE \ KimleyoHorn (formerlyH-Series) 6" WARNING TAPE z COA#F-000928 DISTURBED 11700 KATY FREEWAY SUITE 800 SN Z POWER CONDUIT �\ ��\\� \ \ HOUSTON,TX 77079 COVER SIZE AND MATERIAL PER PLAN \� �� \ PHONE:281-920-6323 i \/ TRACER WIRE O 6" MIN \ �/ WWW.KIMLEY-HORN.COM \/ \ \ \\ \ REV:p DATE:C DESCRIPTION: BY: Style: Flush Solid 2e 1. PROVIDE SCH 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. /�\��\ \�� Material: Polymer Concrete 2. PROVIDE SCH 80 PVC CONDUIT AND ELBOWS AT STUB—UP LOCATIONS. Model: 17"x 30" 4. SEPARATIONLITY DIMENSION TO BE VERIFIED WITH LOCALE UTILITY COMPANY ��/� \ POWER CONDUIT Weight: Tier 15:62 lbs. REQUIREMENTS. SIZE AND MATERIAL 5. SLOPE TO SUIT SOIL CONDITION IN ACCORDANCE WITH LOCAL PER PLAN Tier 22:85 lbs. / REGULATIONS AND MEET OSHA REQUIREMENTS Std.Fasteners: 1/2-13 Stainless Steel Hex Head TYPICAL TRENCH DETAIL s TYPICAL BORE DETAIL �\a 2 Bolt,Washer and Floating Nut ^ c-s SCALE:N.T.S. C-6 SCALE:N.T.S. Options: Logos and Special Markings �'L�a Surface: Slip Resistant EXISTING GRADE Performance: ANSI/SCTE-77,Tier 15 or Tier 22* BACKFILL IN 6" LAYERS of WITH ROCK FREE MATERIAL > AT 95% COMPACTION RATE o U Cover comes standard with permanent ® markings for manufacturer,load rating,model SET UP SET UP size and manufacturing location. EXISTING GRADE ORTH SOOUTH EXISTING GRADE DIRECTIONAL BORE CROSS SECTION FOR CONDUIT O T DITCH LINE +TDI CH LINE BODY �, } 5'Wx5'Lx3'D PAVEMENT EXISTING GROUND M EXCAVATION Z 0 01/20/2026 ISSUED FOR PERMIT AS O PIT ON R/W r`Oi Material: Polymer Concrete E JAI 10/3012025 1 ISSUED FOR REVIEW EAC Model: 17 x 30 CASING/CONDUIT DRAWN BY: CHECKED— ? AS SPECIFIED ? ? EAC RG Weight: 18 Depth:881bs. 5-0 DRY BORE UNDER ROADWAY KHA PROJECT NUMBER P TIE—IN STATION n 24 Depth.1141bs. ENGINEER SEAL: 1. BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO 2 FEET PAST THE INTENDED TIE—IN, THEN Wall Type: Straight TURNED UP TO DAYLIGHT. +OF T Performance: ANSI/SCTE 77 Tier 22 7/16 A 2. THE TIE IN POINT IS EXCAVATED, CONDUITS CUT OFF WHERE THEY CROSS EACH OTHER AT DESIGN 1�4MIN WALL _ DEPTH, AND A COUPLER IS INSTALLED TO CONNECT THE TWO CONDUITS AT THE DESIGNED DEPTH. s 1 h LOAD RATING/ NOTES THICKNESS 3. ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL BE APPROPRIATELY BENCHED, SHORED, OR SLOPED IN OSHA'S EXCAVATION STANDARD, 29 CFR 1926.620, .651, AND .652. ••• sees• •••••••••••• ®• MEDIUM DUTY I ROGEU0 GARZA••M•� ANSI/SCTE TIER IS f Bolt Down 4 TYPICAL BORE PIT DETAIL 11882"0 we HEAVY DUTY 1 FOOTING Detail c-6 SCALE:N.T.S. QZ 1� 4,000 PSI F !� of ANSI/SCTE TIER 22 #4 REBAR @12" O.C.E.W. ss G� er CONCRETE REBAR AND FORMWORK TO BE INSPECTED N 4,000 PSI �QNAL EN.t For use in non-vehicular traffic situations only. A B C D E d o o AND CONFIRM THE CORRECT GRADE LEVEL. CONCRETE Y J a GNEot 10/30/2025 3 Weights and dimensions may vary slightly. 1730-12 12 17-1/4 30-1/4 28-3/16 15-3/16 "_ 95% GRADE PROJECT INFORMATION N rL COMPACTED " Actual load rating is determined by the box 1730-18 18 17-1/8 30-1/8 28 15 =o GRADE SELECT and cover combination. 1730-24 24 17 30 27-3/4 14-3/4 95%, o 1 FILL DA05821-A COMPACTED O z oSELECT i.l 1189 N PEYTONVILLE AVE *Based upon lid and body combination,this unit can be Tier 15 or Tier 22.T22 rating when paired with T22 polymer concrete lid. FILL SOUTHLAKE,TX 76092 TARRANT COUNTY oldcastleenclosures.com $^ 2'-4" X -__ SHEET TITLE: •castle Infrastructure 1_J>- RECTANGLE 2'-0" I CONSTRUCTION SQUARE _ DETAILS CABINET PAD DETAIL 6 METER PAD DETAIL 1 TYPICAL HANDHOLE C-6 SCALE:N.T.S. C-6 SCALE:N.T.S. o SHEET NUMBER: C-6 SCALE:N.T.S. C-6 This document together with the concepts and designs presented herein,as an Instrument of service,Is Intended only for the speclRe purpose and client for which it was prepared. Rause of and Improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates,Inc.shall be without liability to Kimley—Horn and Associates,Inc. Verta PLANS PREPARED BY: Kimley>*Horn COA#F-000928 11700 KATY FREEWAY SUITE 800 HOUSTON,TX 77079 PHONE:281-920-6323 WWW.KIMLEY-HORN.COM REV:p DATE:C DESCRIPTION: BY: -in YC'r`ff�i.b ✓S � S ' 0 01/20/2026 ISSUED FOR PERMIT AS 10/30/2025 ISSUED FOR REVIEW EAC J 3` ,• •'—"'d l - f �+ ;f / DRAWNBY: CHECKED BY: rf.-; •, - \ EAC RG v �`+/. '�• ,! KHA PROJECT NUMBER068937801 t " 7,' �V' '�''' dam-}• ENGINEER SEALIF y Y• i.} I r I'- �N NNE �...........z ROGELIO GARZA I •"Zi aytr.� �t_�.�' T�� _ � � .� :,�� J __ N�NNNNN��N�' - I ;r- '} Wi. h `�• `� 118820 7 • - - �-' �� SIGNED' 1 PROJECT INFORMATIONONO DA05821-A x a v �- d � �, ly i� 4 a "NOD§. « a• c .e l- - III j -:lFs , It*6'.;�ti1k1. .-'S > 1 +i .:•. . o stawa a - s., ri sz� s-._ � �n7ac� au�;. i ' l1 t... .`.• - #r 1189 N PEYTONVILLE AVE SOUTHLAKE,TX 76092 TARRANT COUNTY -- -" -" - - - - - SHEET TITLE: a ` PHOTO SIMULATION 1 EXISTING VIEW 2 PROPOSED VIEW PS-1 NOT TO SCALE PS-1 NOT TO SCALE SHEET NUMBER: PS-1 Mrs., Kiml *Horn • �S$,� telT'X.' e, • • PHONE:281-920-6323 AAA �. a, .�:.,�°,,:. �. vim%/s _ ■� ■ '�►�1� � �� j i , pol FA, 6a WE a r� � r ■� ■ 1 ': r 4 Mft e Lady` 11� WWI, ISSUED FOR PERMIT �O tW 7 ECG E2 � R� fi� .6ISSUED FOR REVIEW P( 3; � ,�9} ..;�v��i"y bBO` tJ R��•yG. L±.,'t� ,cc. Vq�'I�y. }•• + yi♦r{}P�y�,�+,�,r�^^Y i.' / �Y�A• , ppppy�r� _ y,14� y-. GARZA t1. ��4y. oe yIIyJY�►Ric 1 1 r � j.,.j I�y{ 1 ,. Yea _ •/ + .,v_�.a? c .,.. s,4,'#�r '-- 1, rf ..'• r:-, e 05821-A .s�� 09 s • • SIMULATION ELECTRICAL NOTES: 16. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS 7. ALL GROUND CONNECTIONS SHALL BE #6 AWG, UNLESS OTHERWISE NOTED. THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. USE SOLID COPPER, BLACK JACKETED WIRE ON NON WOOD POLES AND 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF SOLID TINNED COPPER, BARE (NO JACKET) WIRES ON WOOD POLES. BLACK ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN THE NEC, NEMA AND IECE. WIRES WILL USE A SINGLE STRIPE OF GREEN ELECTRICAL TAPE WITHIN 12" Verta ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF 17. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER'S OF THE CONNECTION POINTS TO IDENTIFY AS GROUNDING WIRE. ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE CATALOG INFORMATION OF ANY/ALL EQUIPMENT AND ALL OTHER 8. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING REQUIREMENTS, CONTRACTOR SHALL NOTIFY T-MOBILE CM AS SOON AS ELECTRICAL ITEMS FOR APPROVAL BY THE T-MOBILE CM PRIOR TO GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. PLANS PREPARED BY: POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT INSTALLATION. 9. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED A PROCEED WITH THAT PORTION OF WORK, UNTIL THE T-MOBILE CM HAS 18. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS MINIMUM OF 30" BELOW GRADE/ 6" BELOW FROST-LINE IN TRENCH, K�m�ey,�Horn DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED UNLESS OTHERWISE NOTED. BACK FILL SHALL BE COMPACTED AS 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE REQUIRED BY ARCHITECT/ENGINEER. THEMSELVES WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND T-MOBILE CM UPON FINAL ACCEPTANCE. 10. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS COA#F-000928 COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST 19. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 11700 KATY FREEWAY SUITE 800 THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., ETC., THAT TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE DEGREES. HOUSTON,TX 77079 ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 11. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: PHONE:281-920-6323 CONTRACTOR, PRIOR TO THE SUBMITTING OF THEIR BID. FAILURE TO 20. DISCONNECT SWITCHES SHALL BE UL-RATED, H.P. RATED HEAVY-DUTY, WWW.KIMLEY-HORN.COM COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY REV:pDATE: DESCRIPTION: BY PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING EXPOSURE TYPE. A. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR OUTDOOR USE SYSTEM. 21. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN OR AS APPROVED BY APPLICANT PROJECT MANAGER. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST ANTI-OXIDE COMPOUND KNOWN AS "NO-OXIDE A" BY DEARBORNE B. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS). EDITION OF THE NEC, ALL CODES AND ORDINANCES OF THE LOCAL CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED C. ONE (1) OR (2) HOLES TINNED COPPER COMPRESSION (LONG JURISDICTION, AND POWER & TELEPHONE COMPANIES HAVING JURISDICTION COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO BARREL) FITTINGS. AND SHALL INCLUDE BUT ARE NOT BE LIMITED TO: SUBSTITUTIONS. 22. RACEWAYS: CONDUIT SHALL BE SCHEDULE 80 PVC MEETING OR EXCEEDING 12. ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S A) UL - UNDERWRITERS LABORATORIES NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF DIEMARK VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER B) NEC - NATIONAL ELECTRICAL CODE SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS CRIMPING DEVICES) AND WEATHER-PROOFED WITH HEAT SHRINK. - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A 13. ALL CONNECTION HARDWARE SHALL BE TYPE 3-16 STAINLESS STEEL (NOT C) NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET ATTRACTED TO MAGNETS). D OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 14. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, E) SBC - STANDARD BUILDING CODE 'COLD GALV'. ARTICLE 250-82 AND SHALL BOND ALL EXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT 23. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. F) NFPA - NATIONAL FIRE PROTECTION AGENCY LIMITED TO GROUND RODS. G) ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE 24. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH 15. PROVIDE "CABLE ENTRANCE GROUND BAR" (CEGB), 3"H X 6"L X 1/4"D. TYPE THWN INSULATION, UNLESS OTHERWISE NOTED, 600 VOLT, COLOR COORDINATE INSTALLATION WITH T-MOBILE CM. H) IEEE - INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 16. ELECTRICAL CONTRACTOR SHALL TAKE MEGGER READINGS OF EXISTING 1) ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS GROUND. THE RESULTS SHALL NOT BE GREATER THAN 25 OHMS. 25. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND 17. ALL CONNECTIONS TO GROUND SYSTEM SHALL BE MADE IN LINE WITH 4. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG BENDS NOMINAL 12" RADIUS IN THE DIRECTION OF CURRENT FLOW. o E1122s ISSUED FOR PERMITEQUIPMENT, AND CONFIRM WITH T-MOBILE CM ANY SIZES AND LOCATIONS AND LARGER. T-CONNECTIONS WILL NOT BE ALLOWED. A ISSUED FOR REVIEW EAc WHEN NEEDED. 26. SERVICE: AS SPECIFIED ON THE DRAWINGS. OWNER OR OWNER'S AGENT 18. CONTRACTOR SHALL PROVIDE EXOTHERMIC BONDING AT ALL BURIED DRAWN BY: CHECKED BY: 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING WILL APPLY FOR POWER. ALL PROVISIONS FOR TEMPORARY POWER WILL BE GROUND RING CONNECTIONS AND AS INSTRUCTED BY CM. EAC RG SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. OBTAINED BY THE CONTRACTOR. KHA PROJECT NUMBER 6. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL 27. TELEPHONE OR FIBER SERVICE: CONTRACTOR SHALL PROVIDE EMPTY F 068937801 REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' ENGINEER SEAL CONFIRMATION, ETC... ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE 28. ELECTRICAL AND TELCO/FIBER RACEWAYS TO BE BURIED A MINIMUM DEPTH ATTENTION OF THE T-MOBILE CM, PRIOR TO BEGINNING ANY WORK. OF 36", UNLESS OTHERWISE NOTED. 7. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, 29• CONDUIT SIZES AS SHOWN ON THE DRAWINGS ARE A MINIMUM. THE UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH CONTRACTOR MAY INCREASE AS REQUIRED FOR EASE OF PULLING. a 0. CONTRACTOR SHALL PLACE 6" WIDE DETECTABLE WARNING TAPE AT A THWN INSULATION, UNLESS OTHERWISE NOTED. 3 DEPTHONLY 8. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY 6" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND Not for conORu tion O permit purposes. TELCO SEE RVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ELECTRIC' OR "BURIED TELECOM". Kimley >Horn ENCLOSURES FOR OTHER CLASSIFIED AREAS. )� 9. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF 31. ALL BOLTS SHALL BE 3-16 STAINLESS STEEL 3 THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL 32. ALL EQUIPMENT SHALL BE PAINTED/ORDERED TO MATCH POLE COLOR Engineer DUSTINCOLWELL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL P.E.No. 125195 Date 10/30/2025 �I REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING GROUNDING PROTECTION SYSTEM NOTES ORDER. 10. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY 1. ALL HARDWARE SHALL BE 3-16 STAINLESS STEEL, INCLUDING LOCK GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET FORTH BY APPLICANT. WASHERS. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND, AS PROJECT'NFORMATI°" 11. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR SPECIFIED, BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL 3/8 INCH DIAMETER OR SIZED TO MATCH COMPONENTS OR LOG SIZE. BE FULLY FUNCTIONAL AND SHALL BE APPROVED BY THE T-MOBILE CM DA05821-A AND LOCAL JURISDICTION. ANY DEFICIENCIES SHALL BE CORRECTED BY AN 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER ELECTRICAL CONTRACTOR AT THE SOLE COST OF THE CONTRACTOR. BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT 1189NPEYTONVILLEAVE COMPOUND BEFORE MATING. SOUTHLAKE,TX 76092 12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID 3. ALL STEEL CONDUIT SHALL BE BONDED AT BOTH ENDS WITH GROUNDING TARRANT COUNTY INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. BUSHING. 13. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED BY THE 4. ALL ELECTRICAL AND GROUNDING AT THE POLE SITE SHALL COMPLY WITH CONTRACTOR WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE SHEET TITLE: 71 THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 14. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL 5. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC ELECTRICAL NOTES INDICATED. CONDITIONS. 15. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL 6. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER E UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING METALLIC COMPONENTS USING #6 GROUND WIRES. FOLLOW ANTENNA AND SHEET NUMBER: EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO EXCAVATION, BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. AND BACKFILLING NOTES. E_ This document,together with the concepts and designs presented herein,as an Instrument of service,is Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley-Hom and Associates,Inc.shall be without liability to Klmley-Hom and Associates,Inc. ELECTRICAL SERVICE: EQUIPMENT: TESTING AND EQUIPMENT TURN UP REQUIREMENTS: 1. GENERAL: COMPLY WITH AND COORDINATE ALL REQUIREMENTS OF THE 1. THE MAIN CIRCUIT BREAKER SHALL BE RATED FOR STANDARD A.I.C. 1. RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT Verta UTILITY COMPANY. RATING HIGHER THAN INCOMING EQUIPMENT A.I.C. TESTING WILL COMPLY WITH CURRENT INDUSTRY STANDARDS AND OR 2. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT 2. ALL EQUIPMENT SHALL BE BRACED FOR STANDARD A.I.C. RATING HIGHER THOSE STANDARDS OF THE EQUIPMENT MANUFACTURER OR PROVIDED TO CURRENT RATINGS AS NEEDED TO MATCH UTILITY COMPANY AVAILABLE THAN INCOMING FROM UTILITY CO. THE CONTRACTOR PRIOR TO TESTING. PLANS PREPARED BY: FAULT CURRENT. 3. THE CONTRACTOR SHALL PROVIDE AN ITEMIZED CERTIFICATION TO THE 13. CONTRACTOR WILL USE THE APPROPRIATE CALIBRATED TESTING EQUIPMENT 3. CONTRACTOR TO VERIFY UTILITY CO. FAULT CURRENT AND ENSURE THAT CARRIER OF ALL EQUIPMENT AND RELATED HARDWARE, SPECIFIED TO BE IN THE TESTING OF RF CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK K�mley Horn ALL EQUIPMENT MEETS FAULT CURRENT (AT A MINIMUM ALL EQUIPMENT PURCHASED AND INSTALLED BY THE CONTRACTOR, WHERE ORDERED WITHIN HAUL EQUIPMENT THAT MEET INDUSTRY STANDARDS OF THE TO BE 10,000 AIC). 24 HRS OF THE NOTICE TO PROCEED. MANUFACTURER OR THOSE STANDARDS PROVIDED TO THE CONTRACTOR 4. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS WITH THE 4. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, PRIOR TO TESTING. COA#F-000928 ELECTRIC UTILITY RELATIVE TO A TIMELY INSTALLATION OF THE NEW EPDXY—COATED OR NON—CORRODING; SHALL MEET OR EXCEED UL 514A 14. CONTRACTOR TO VERIFY AND RECORD ALL TEST RESULTS AND PROVIDE 11700 KATY FREEWAY SUITE 800 SERVICE AND PAYING ALL ASSOCIATED FEES. AND NEMA OS 1, AND BE RATED NEMA 1 (OR BETTER) INDOORS OR THESE RESULTS WITHIN THE FINAL CLOSE OUT PACKAGE. HOUSTON,TX 77079 5. IDENTIFICATION: IDENTIFY SERVICE DISCONNECTION MEANS WITH WEATHER—PROTECTED (WP OR BEVER) OUTDOORS. 15. ALL PERSONNEL INVOLVED IN THE TESTING OF RF CABLE, DATA CABLE, PHONE:281-920-6323 PERMANENT NAMEPLATE. 5. NONMETALLIC RECEPTACLE SWITCH AND DEVICE BOXES SHALL MEET OR RADIO EQUIPMENT AND BACK HAUL EQUIPMENT WILL BE REQUIRED TO WWW.KIMLEY-HORN.COM EXCEED NEMA OS 2, AND BE RATED NEMA 1 (OR BETTER) INDOORS OR HAVE BEEN TRAINED AND OR CERTIFIED IN THE PROPER TESTING OF RF REV:pDATE: DESCRIPTION: BY 6. THE LOCATION SHOWN FOR A UTILITY POLE OR CONNECTION TO NEW UTILITIES IS FOR CONCEPTUAL USE ONLY. THE CONTRACTOR SHALL WEATHER—PROTECTED (WP OR BETTER) OUTDOORS. CABLE, DATA CABLE, RADIO EQUIPMENT AND BACK HAUL EQUIPMENT. COORDINATE THE ACTUAL LOCATION WITH THE ELECTRIC UTILITY. 16. ALL TEST RESULTS SHALL BE TIME STAMPED, RECORDED AND PRESENTED 7. LOCATION AND ARRANGEMENTS: DRAWINGS INDICATE DIAGRAMMATICALLY COAXIAL CABLE REQUIREMENTS: PRIOR TO ENERGIZING AND TURN UP OF ANY EQUIPMENT. THE DESIRED LOCATION OF EQUIPMENT, FIXTURES, OUTLETS, ETC., AND 17. GPS EQUIPMENT (WHEN REQUIRED) IS NOT TO BE TESTED OR ATTACHED ARE NOT TO BE SCALED PROPER JUDGMENT MUST BE EXERCISED IN THE TO ANY CABLING DURING TESTING, DOING SO WILL DAMAGE THE GPS UNIT. EXECUTION TO ENSURE THE BEST POSSIBLE INSTALLATION. 1. GENERAL: PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY 18. PRIOR TO TESTING IF THE CONTRACTOR HAS ANY QUESTIONS ABOUT THE FOR RECEIVING, INSTALLING, TESTING, AND ADJUSTING ANTENNA CABLES TESTING PROCEDURES THEY ARE TO CALL AND OBTAIN ASSISTANCE 8. PANEL AND DISTRIBUTION BOARD IDENTIFICATION: SWITCHBOARDS, FROM THE ANTENNA TO THE CONNECTIONS AT THE BASE TRANSMISSION FROM A QUALIFIED DESIGNATED TESTING REPRESENTATIVE. PANELBOARDS, TRANSFORMERS AND DISTRIBUTION SECTIONS SHALL BE SYSTEM (BTS). THIS SHALL INCLUDE ALL EQUIPMENT SHOWN OR REQUIRED IDENTIFIED WITH ENGRAVED, WHITE ON BLACK, LAMINATED, RIGID PHENOUC FOR A COMPLETE OPERATING SYSTEM. ANTENNA, ANTENNA CABLES, 19. EQUIPMENT IS NOT TO BE ENERGIZED UNTIL ALL TESTING HAS BEEN NAMEPLATES WITH 1/4 INCH CHARACTERS, SECURELY AFFIXED TO FACE CONNECTORS, AND FITTING SHALL BE THIRD PARTY FURNISHED COMPLETED, APPROVED AND THE APPROPRIATE AUTHORITY HAS BEEN OF CABINET. COMPONENTS AS SHOWN ON THE BILL OF MATERIALS. NOTIFIED AND GIVES APPROVAL TO ENERGIZE THE EQUIPMENT. TCH 2. INSTALLATION EXISTING INSTALLATION REQUIREMENTS. CONDUCTORS: 2.A. COAXIAL CABLE LENGTHS SHALL BE HELD MEASURED. INSTALLER SHALL NOTIFY CARRIER PRIOR TO PURCHASE OF CABLE OF THE 1. USE 98% CONDUCTIVITY COPPER WITH TYPE XHHW-2 INSULATION, 600 OVERALL LENGTH REQUIRED. VOLT, COLOR CODED. USE SOLD CONDUCTORS FOR WIRE UP TO AND 2.B. COAXIAL CABLE TYPE AND DIAMETER SHALL BE VERIFIED WITH INCLUDING NO. 8 AWG, STRANDED CONDUCTORS FOR WIRE LARGER THAN CARRIER. NO. 8 AWG. USE PRESSURE—TYPE INSULATED TWIST—ON CONNECTORS FOR 2.C. COAXIAL CABLES SHALL BE LABELED IN ACCORDANCE WITH CARRIER NO. 10 AWG AND SMALLER, SOLDERLESS MECHANICAL TERMINAL LUGS FOR ELECTRICAL MATERIALS AND METHODS SPECIFICATIONS. NO. 8 AWG AND LARGER. ALUMINUM CONDUCTORS SHALL NOT BE USED. 2.D. INSTALL CONNECTORS TO COAXIAL CABLE AT BOTH ENDS (ANTENNA 0 01/20/2026 ISSUED FOR PERMIT As 2. NO BX, MC OR ROMEX CABLE SHALL BE PERMITTED. END AND BTS LOCATION). q to/ao/z0z5 ISSUED FOR REVIEW EAc 3. EACH END OF EVERY POWER, GROUNDING AND T1 CONDUCTOR AND CABLE 2.E. UPON SUCCESSFUL COMPLETION OF THE SWEEP TEST, THE DRAWN BY: CHECKED BY: SHALL BE LABELED WITH COLOR—CODED INSULATION OR ELECTRICAL TAPE CONTRACTOR SHALL PROVIDE A WEATHERTIGHT SEAL ON THE COAX EAC RG (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAP WITH UV PROTECTION, OR CABLES. EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND KHA PROJECT NUMBER: OSHA SPECIFICATIONS. . . THE MINIMUM BENDING RADIUS FOR ALL ANTENNA CABLES SHALL BE 068937801 2F AS SHOWN BELOW OR PER THE MANUFACTURER, WHICHEVER IS MORE CONSERVATIVE: ENGINEER SEAL: f� CABLE IN AIR/CABLE TRAY IN CONDUIT 1/2" 5" 10" 7/8" loll 18" o FOR REVIEW ONLY 1-5/8" 20" 28" Not for construction Or permit purposes. m Q 1 3. CABLES SHALL BE INSTALLED WITH THE MINIMUM NUMBER OF BENDS. Kio I Iley��/Horl n CABLE SHALL NOT BE LEFT UNTERMINATED IN THE FIELD. s Engineer DUSTIN COLWELL 0 P.E.No. 125195 Date 10/30/2025 i 3 PROJECT INFORMATION: I DA05821-A 1189 N PEYTONVILLE AVE SOUTHLAKE,TX76092 TARRANT COUNTY SHEET TITLE: a ELECTRICAL NOTES o SHEET NUMBER: E-2 This document together with the concepts and deigns presented heraln,as an Instrument of III is Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Klmley—Horn and Associates,Inc.shall be without liability to Klmley—Hom and Associates,Inc. Verta NOTE: ALL SECTOR GROUND BARS PLANS PREPARED BY: SHALL BE 1/4"X2"X12-COPPER NOTE: CONTRACTOR TO APPLY COPPERSHIELD OR ■ 3/8 THREADED INSULATOR NO—OX TO ALL CONNECTIONS AND PLATES NO SLAG OR �m >�Horn (NOT USED FOR SECTOR GROUND BARS) CU GROUND WIRE SIZE TWO HOLE LUG EXTERIOR GROUND RING. DEFORMITIES 3/8 x 3/4 SS BOLT PER MANUFACTURER'S ALLOWED SPECIFICATIONS 3/8" X 20 HEX BOLT #2 TINNED COPPER (VERIFY W/ EQUIPMENT SPEC.) GROUNDING CONDUCTOR EXOTHERMIC WELD COA#F-000928 1/4x4x24 BUS BAR MTS 3/8 GALV. (THERMOWELD OR 11700 KATY FREEWAY SUITE 800 SCREWS 3/8" FLAT WASHER EQUIVALENT) HOUSTON,TX 77079 ��% PARALLEL, NO ®®® CONTRACTOR TO COORD.GROUND BAR SIZE T—WELD ALLOWED. PHONE:281-920-6323 REQGROUIREMENTS ND BARS WITH TECMOR AND MAIN WWW.KIMLEY-HORN.COM REV:p DATE:C DESCRIPTION: BV: ANTENNA BRACKET 3/8" FLAT WASHER ASSEMBLY °o® 1-1/4" U—FITTING BRACKET MOUNT 3/8" LOCK WASHER 0 3/8 SS LOCK \ 3/8" X 20 HEX NUT WASHER NOTES. 1. CHOOSE BOLT LENGTH TO ALLOW FOR A MINIMUM OF 3 MINIMUM TURNING 3/8x3/4 EXPOSED THREADS RADIUS 45 DEGREES SS BOLT 2. BURNISH MOUNTING AREA TO REMOVE PAINT OR SCALING IN (TYPICAL) 2 AWG TINNED WIRE AREA FOR LUG TO BE MOUNTED # 3. APPLY ANTI OXIDANT COMPOUND TO MATING SURFACE OF LUG LEADWITH EXOTHERMIC AND WIPE CLEAN EXCESS COMPOUND JUMPER. #2 TINNED SS ANGLE 4. USE SOLID COPPER WIRE AND TWO HOLE LUG FOR ALL COPPER CGROUNDING ONDUCTOR LEAD SHOWN ADAPTER EXTERIOR GROUNDING APPLICATIONS FOR CLARITY 1 BUS BAR DETAIL 2 MECHANICAL CONNECTION DETAIL 3 WELD CONNECTION DETAIL E-3 SCALE:N.T.S. E-3 SCALE:N.T.S. E-3 SCALE:N.T.S. GROUNDING CONNECTION METHODS: 0 01/20/2026 ISSUED FOR PERMIT AS THREADED 8"DIAMETER SCHEDULE 40 PVC PLUG. 1, CADWELD (EXOTHEMIC (3) ANTENNAS INDIVIDUALLY A 1 10/30/2025 ISSUED FOR REVIEW EAC FINISHED GRADE. WELD) CONNECTION GROUNDED DRAWN BY: CHECKED BY: ■ MECHANICAL EAC RG v O O O O O O CONNECTION (DOUBLE KHA PROJECT NUMBER: HOLE LUG) 068937801 CRUSHED AGGREGATE, (3) ANTENNAS INDIVIDUALLY FOR DETAILS. CONNECT PER a —III—III _ III—III—I I SEE CIVIL DRAWINGS : —III -I I MANUFACTURER'S 3—#6,CU, AWG, GROUNDED ENGINEER SEAL SPECIFICATIONS THWN GROUND (TYP) LOOP GROUND RING INTO TEST WELL. �J a _ NOTE: —III L I I 3—#6,CU, AWG, I �� (3) RRUS INDIVIDUALLY v n I I ICI COMPACTED BACKFILL. ALL PROPOSED GROUNDING TO BE #2 THWN GROUND (TYP) GROUNDED —III TINNED COPPER GROUND CONDUCTOR o FOR REVIEW ONLY UNLESS OTHERWISE SPECIFIED 8"DIAMETER SCHEDULE 40 PVC PIPE #6 Not for construction of permit purposes. 1—#10 ,CU, AWG, 3— ,CU, AWG, P P P NTH VERTICAL SLOT TO ALLOW PIPE THWN GROUND (TYP) —III PLACEMENT hRU GROUND RING. PROPOSED THWN GROUND (TYP) Kimley>>>Horn II II—_ PROPOSED CABINET B DISTRIBUTIONPANEL PROP. PROPOSED BUS BAR DUSTIN COLWELL o —III -I I Engineer 0 P.E.No. 125195 Date 10/30/2025 #2 AWG BARE SOLID TINNED COPPER PROPOSED GROUND RING,EXOTHERMIC WELD TO GROUND ROD. PROPOSED GROUND LEAD i 8'COPPER CLAD GROUND ROD. METER O j O O PROJECT INFORMATION: 1—#4 ,CU, AWG, -I I II I I I„I I 6"OF CRUSHED AGGREGATE. THWN GROUND (TYP) DA05821-A 1189 N PEYTONVILLE AVE INSTALL NEW GROUND ROD AND SOUTHLAKE,TX 76092 INSPECTION SLEEVE FOR POLE TARRANT COUNTY AND POLE MOUNTED EQUIPMENT INSTALL NEW GROUND ROD SHEET TITLE: AND INSPECTION SLEEVE PROPOSED 5/8" BY 10' LONG NEW FOR METER. DISTRIBUTION 6' MIN. COPPER CLAD STEEL GROUNDING a PANEL AND CABINET r. 1 ROD (TYP. OF 2) (TO BE 25 OHMS ELECTRICAL & OR LESS) GROUNDING E 4 GROUND ROD INSPECTION SLEEVE DETAIL 5 GROUNDING PLAN SHEETNUMBER: E-3 SCALE:N.T.S. E-3 SCALE:N.T.S. E-3 This document,together with the concepts and designs presented herein,as an Instrument of service,Is Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley—Hom and Associates,Inc.shall be without liability to Klmley—Hom and Associates,Inc. PANEL NAME: T—MOBILE 1 MODEL NUMBER: TBD VOLTAGE, 120/240 VAC PHASE/`MRE: 1 3 RUN 5400', 3-1/0, 2" NOTE CONDUIT RUN > 400', Verta MAIN BREAKER: 100 AMPS BUS RAnNG: 100 KEY DOOR LATCH: YES 1. CIRCUIT [A] SHALL BE PLACED UNDERGROUND FROM 3-2/0 IN 2" CONDUIT HAND HOLE TO METER CAN. CONTRACTOR SHALL IF REQUIRED CABINET NEUTRAL BAR: YES HINGED DOOR: YES COORDINATE WITH CPM AND LOCAL UTILITY PROVIDER CONTRACTOR TO PLANS PREPARED BY: FOR THE NECESSARY OVERHEAD SECONDARY RUN TO PROPOSED 3—#10 1#10 PROVIDE REDUCER ENCLOSURE TYPE NEMA 3R AIC: 65kA THE EXISTING TRANSFORMER. CONTRACTOR SHALL METER PROVIDE HANDHOLE IF REQUIRED. UNLESS OTHERWISE Vim ep Horn INDICATED BY UTILITY, PROVIDE 1 SET OF (3) — #1/0 WIRE BUS AMPS BUS AMPS WIRE IN 2" PVC CONDUIT, OR 1 SET OF 3 DISTRIBUTION ( ) — #2/0 IN 2" SURGE SIZE SIZE PANEL(SEE ARRESTOR POS (H,H.N) L1 L2 LOAD POLES AMPS L1 L2 AMPS POLES LOAD L L2 (H(G)N) POS PVC CONDUITS FOR RUNS LONGER THEN 400'. O SCHEDULE) � n COA#F-000928 2. CONTRACTOR MAY PLACE A JUNCTION BOX WITH A pRoposeD 11700 KATY FREEWAY SUITE 800 REDUCER FROM 2/0 TO 1/0 WITHIN 5' OF THE ooA CABINET IF REQUIRED DUE TO CABINET PERFORATIONIff— EQUIPMENT HOUSTON,TX 77079 1 3—#10 — 2 OR CONNECTION SIZING. CABINET PHONE:281-920-6323 1—#10 SURGE ARRESTOR 2 30 1—#4 WWW.KIMLEY-HORN.COM 3 — 60 4 GINO J5 100 2 EQUIPMENT CABINET 3_160 REV: DATE: DESCRIPTION: 8V: 5 60 # 6 7 F il I 8 GRADE 9 10 11 12 KSEE DETAIL 2—#2 TINNED [A] 5/E-3 COPPER, RUN 5400', 3-1/0, 2" BONDED TO CONDUIT RUN > 400', SUB TOTAL AMPS :SUB TOTAL AMPS 60 60 GROUND 3-2/0 IN 2" CONDUIT FACTORED TOTAL AMPS: 60 FACTORED TOTAL VA: 14,400VA ON 240V SERVICE NOTES: A. ALL CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN WITH 75'C RISE INSULATION. B. ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL C. BOND INCOMING NEUTRAL TO NEUTRAL BUS. SEE SINGLE LINE FOR WIRING DETAILS. D. AIC RATING EXCEEDS POLE MOUNTED TRANSFORMER FAULT CURRENT SCA FOR ALL POLE MOUNTED 1�, 120V/240V UP TO 75kVA, & Z = 1.5% — 3.0% SERVICE PANEL �3 SINGLE LINE E-4 SCALE:N.T.S. E-4 SCALE:N.T.S. 0 01/20/2026 ISSUED FOR PERMIT AS A 10/30/2025 ISSUED FOR REVIEW EAC DRAWN BY: CHECKED BY: EAC RG .2 1111 KHA PROJECT NUMBER: 068937801 2'-1 4/5" PROPOSED METER 1'—O" ENGINEER SEAL: PEDESTAL a PROPOSED CABINET TO HAVE 4"x6" SIGNAGE STATING NODE NAME LOCATION AND EMERGENCY CONTACT NUMBER FOR REVIEW ONLY METER TRANSPARENT Not for construction or permit purposes. 00 11 ® COVERLr) Kimley>>>Horn PROPOSED CABINET N N 0 s (DELTA HPS3) I 1 8-8 METER SECTION FRAME Engineer DUSTIN COLWELL ih la COVER (HINGED) P.E. o No. Date 125195 10/30/2025 I 00 0 LIFT—OFF SERVICE COVER g FRONT FACE OF ® METE 2.0 3 CABINET 0 Q Q FRAME BASE 5' PROJECT INFORMATION: ° CONCRETE BASE I IIII—III (2500 PSI) • `r? � DA05821-A FINISHED GRADE METER BASE FRAME N FINISHED GRADE 1189 N PEYTONVILLE AVE METER BASE FRAME I, ANCHOR BOLTS \"\\7 •,I \ SOUTHLAKE,TX 76092 SERVICECONDUIT I�• { (MIN. OF 4) JCi .I �� CONCRETE 00 PSI)BASE BASE TARRANT COUNTY ( CONCRETE BASE U� .,I U,• (2500 PSI) SERVICE CONDUIT SHEET TITLE: LOCATION OF METER PEDESTAL SERVICE PER ENLARGED SITE PLAN. g CONDUIT ELECTRICAL FRONT VIEW SIDE VIEW EQUIPMENT DETAILS 2 CABINET MOUNTED EQUIPMENT DETAIL 4 METER BASE DETAIL o SHEET NUMBER: E-4 SCALE:N.T.S. E-4 SCALE:N.T.S. E-4 T presented herein,as an Instrument of service,Is Intended only for the specific purpose and client for which it was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley—Hom and Associates,Inc.shall be without liability to Kimley—Hom and Associates,Inc. LEGEND EXISTING PROPERTY LINE/ROW Verta EXISTING CURB EXISTING EDGE OF PAVEMENT I PANS PREPARED BY: W EXISTING WATER LINE SS EXISTING SANITARY SEWER LINE � e •• CONTRACTOR TO �ml�>�Horn SD EXISTING STORM DRAIN LINE <24 PROTECT—IN—PLACE w EXISTING TREE (TYP,) SD EXISTING STORM DRAIN LINE >24 XI O I �' COA#F-000928 GAS EXISTING GAS LINE 11700 KATY FREEWAY SUITE 800 I I HOUSTON,TX 77079 OHE EXISTING OVERHEAD UTILITIES I I PROPOSED BORE PIT PHONE:281-920-6323 UGE EXISTING UNDERGROUND ELECTRIC I PROPOSED UG BORE 136't I PROPOSED DELTA HPS3 SSC — WWW.KIMLEY-HORN.COM E PROPOSED UNDERGROUND ELECTRIC PROPOSED POWER WITH (1) SET OF (3)-1/0 IN / 6RU VERSION CABINET REV:pDATE: DESCRIPTION: 8V 2" CONDUIT IN PUBLIC ROW F EXISTING UNDERGROUND FIBER HANDHOLE X 1 L� F PROPOSED UNDERGROUND FIBER PROPOSED BORE PIT = 12.6 t O S/F PROPOSED SILT FENCE 3.2't PROPOSED POT 3.8'f HANDHOLE PROPOSED SMALL CELL NODE LOCATION: 4 'IL I 32.95595, —97.168233 m NOTES 1 4•9 f E x PROPOSED FIBER 1. ALL PROPOSED WORK TO BE PERFORMED PER LATEST T—MOBILE I o HANDHOLE STANDARDS AND SPECIFICATIONS. z 2. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED ACCESS TO ALL w w Y DRIVEWAYS, SIDE STREETS AND WALKWAYS AT ALL TIMES UNLESS EXISTING WATER OTHERWISE PERMITTED. VALVE (TYP.) Q a { NEAREST PROPERTY 3. CONTRACTOR MUST PROTECT ALL STORM SEWER SYSTEMS AS Iw U- 1 1016 WESTHEIMER RD REQUIRED, FIELD VERIFICATION FOR LOCATION AND DEPTH OF PROPOSED POT HOLE X o O �'' I APN# 42091673 EXISTING STORM SEWER SYSTEMS IS REQUIRED TO AVOID THE I I w I ` PENETRATION AND CROSS THRU OF ANY EXISTING STORM SEWER m o 0 SYSTEM. EXISTING FIRE w w X FIBER 0 01/20/2026 ISSUED FOR PERMIT AS ,+ 1 EXISTING 4. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS HYDRANT w w `CONDUIT CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION A 10/30/2025 ISSUED FOR REVIEW EAc AND ASSURE COMPLIANCE WITH ADA REQUIREMENTS. EXISTING FENCELINE J I DRAWN BY: CHECKED BY: 5. CONTRACTOR TO PROTECT—IN—PLACE ANY EXISTING TREE(S), I LL', EAC RG EXISTING LANDSCAPING, AND ASSOCIATED IRRIGATION. PROPOSED METER PEDESTAL 6. ALL LOCATION & RIGHT—OF—WAY INFORMATION SHOWN HEREIN IS X EXISTING KHA PROJECT NUMBER: PROPOSED BORE PIT SIDEWALK 068937801 BASED SOLELY OFF OF PUBLICLY AVAILABLE RECORDS AT THE TIME OF CREATION OF THIS DOCUMENT. NO PROFESSIONAL SURVEY I ENGINEER SEAL: WAS CONDUCTED AS PART OF THE PREPARATION OF THIS 2.4't 12.8't DOCUMENT. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM I +� THE ACCURACY OF THE LOCATIONS OF ALL EXISTING AND a EXISTING OF TFy� PROPOSED STRUCTURES, UTILITIES & APPURTENANCES SHOWN. to ELECTRIC49 "WS+ 1• a CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES I GE 14 UGe'• CONDUIT * , PRIOR TO COMMENCEMENT OF CONSTRUCTION. EXISTING TRI—COUNTY ELECTRIC1. �* 7. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS, UTILITY COOPERATIVE TRANSFORMER ON I �'w' wwwww wwwwwwwwwwww LOCATIONS, AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT EXISTING UTILITY POLE. POWER POINT LL1 / ROGELIO GARZA / OF CONSTRUCTION. OF CONNECTION. POWER SOURCE. > , ««•«wwwwwwwwe«w 8. CONTRACTOR TO FIELD ADJUST ACTUAL LOCATION OF THE I= Q I I ,0 118820 PROPOSED WORK TO MEET THE MINIMUM SEPARATION X O w LIJ 3: W_ ��` ��CENS�-� REQUIREMENTS. z 9. ALL DAMAGED SIDEWALKS SHALL BE REPLACED. REPLACE �J J Of G' APPROXIMATE EXISTING / e�Fss G��wo COMPLETE CONCRETE SECTIONS, FROM JOINT TO JOINT, NO 15' U.E. VOL. 388-152, w j Q TONAL EN.t 10 PG. 63 T.C.P.R. � z 0 ABANDONED 8" WATER LINE PATCHING IS PERMITTED. SIDEWALKS TO BE INSTALLED IN j 3 0 J = N M. 1p/3p� 3 COMPLIANCE WITH PUBLIC WORKS MANUAL. 9 10. EXISTING SIDEWALK IMMEDIATELY ADJACENT TO THE AFFECTED OVERHEEXISTAD N m p PROJECT INFORMATION SIDEWALK(S) MUST BE ADA COMPLIANT, OTHERWISE FULL UTILITIES I 7 w REPLACEMENT IS REQUIRED. w a- 11. MINIMUM SIDEWALK CLEAR PEDESTRIAN ACCESS ROUTE (PAR) IS X DA05821-A I o z L� 12. ALL LADS SURFACES ON THE SIDEWALK MUST BE FLUSH AND ADA I I I 1189 N PEYTONVILLE AVE COMPLIANT. SOUTHLAKE,TX 76092 TARRANT COUNTY SHEET TITLE: GRAPHIC SCALE IN FEET 0 10 20 40 POWER ROUTING PLAN 0 NORTH i SHEET NUMBER: Know what's below. SCALE: 1"=20' ~I Call before you dig. SCALE BASED ON 11"X17" ONLY CC-5 = oncepts and designs presented heroin,as an Instrument of s"ce,is Intended only for the specific purpose and client for which it was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley—Mom and Associates,Inc.shall be without liability to Klmley—Korn and Associates,Inc. TRAFFIC CONTROL NOTES: Ilk- t Qr 1. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN TRAFFIC CONTROL ASVerta SET FORTH IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES All (TMUTCD) FOR STREETS AND HIGHWAYS, PARTICULARLY PART 6TEMPORARY TRAFFIC CONTROL, AND ACCORDING TO ANY NOTES PROVIDED kt- E-IjON THE TCP BY THE CITY ENGINEER. PLANS PREPARED BY 2. LANES MAY BE CLOSED TO TRAFFIC DURING 9 AM-4 PM ONLY. LANE CLOSURES OUTSIDE THIS TIME WINDOW REQUIRE SEPARATE APPROVAL. ■ ► '1 °� 3. ADA COMPLIANT ACCESSIBLE PEDESTRIAN ROUTES SHALL BE MAINTAINED �ml�>�Horn t AT ALL TIMES. * ?C 4. TEMPORARY TRAFFIC CONTROL (TTC) DEVICES (CONES, SIGNS, BARRICADES) COA#F-000928 ^ SHALL ONLY BE IN PLACE OR VISIBLE DURING TIMES WHILE WORK IS IN 11700 KATY FREEWAY SUITE 800 � + ,.A a '` - t �f t PROGRESS. WHEN POSSIBLE, UNNECESSARY OR INCORRECT DEVICES FOR HOUSTON,TX 77079 {` }' T THE IMPLEMENTED WORK ZONE SHALL BE REMOVED OR COVERED AS THE PHONE:281-920-6323 END WWW.KIMLEY-HORN.COM ROAD CAD WORK �+ ► WORK ZONE CHANGES. 1' �. q• WORK '.4'�W-y' " R=•;^ `.j2.�..::• • r wy i 1 5. CONTRACTOR SHALL CONTACT THE CITY OF SOUTHLAKE PROJECT MANAGER REV DATE:eDescRlPnoN: ev �• , AHEAD G20-2 'M r f> K4 " {' 36_X18 OR THE TRAFFIC MANAGEMENT CENTER AT LEAST ONE WEEK PRIOR TO ,�„� IF WORK IS TO OCCUR WITHIN 100 OF A SIGNALIZED cwzo-1D t_ LANE CLOSING •` � � �7^'' y�' k INTERSECTION. ANY PORTION OF A TRAFFIC CONTROL PLAN ON AN APPROACH TO A «�•.!? �.� ; `'�` i 4 — SIGNALIZED INTERSECTION WITHIN 200' OF THE INTERSECTION MUST HAVE A MAXIMUM TRAFFIC CONTROL DEVICE SPACING OF 20'. siDEwALK " 7. CONTACTOR SHALL COORDINATE WITH THE OWNER OR RELATED ENTITY AHOEAD REGARDING LANE CLOSURES ON ANY PRIVATE RIGHT OF WAY (ROW) OR r < n 1 _ it-- STREET. CONTRACTOR SHALL FOLLOW THE TMUTCD GUIDELINES DURING f. y yF*.w• 36"X 18" >+-•. � LANE CLOSURES. �.�f r�'-� . � a,, - _ ,y �,��y ,�x• '�. ��, � �� 'T yla '• _Sf,;.`,, 8. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE SCHOOLS REGARDING ANY LANE CLOSURES NEAR OR WITHIN A SCHOOL ZONE. :. + R I sCL CLOSED \� 9. CONTRACTOR SHALL CONTACT ANY RELATED PUBLIC TRANSPORTATION AGENCY OR DART IF LANE CLOSURES INVOLVE, OR ARE NEAR, A PUBLIC q • '. s°x1a" �►._ a r- TRANSPORTATION FACILITY, INCLUDING BUS STOPS. 10. CONTRACTOR SHALL NOTIFY HOMEOWNERS WITH ALLEY ACCESS ONE WEEK PRIOR TO ALLEY CLOSING. • T �.' F 'r F i I.. ., ? $ •lv er��y '„ ,d°:;1` 11. CONTRACTOR SHALL CONTACT THE CITY ENVIRONMENTAL WASTE SERVICES " ,•,��,,�- � + ;i`; '3 ; 3 ' �/ DEPARTMENT AND COORDINATE THE WORK SO AS TO NOT INTERRUPT THE TRASH PICKUP SCHEDULE. 12. ANY EXCAVATION MORE THAN 2" BELOW THE ROAD SURFACE AND WITHIN o ovzarzozs SSUEDFORPERMIT As A" 10' OF THE OPEN PATH OF TRAVEL FOR VEHICLES WILL REQUIRE VERTICAL A lorsorzozs SSUEDFORRKEDBYEVIEW EAc 8 + DRAWN BY CHECKED BY CLOSEDK 4 PANEL OR BARREL DELINEATION. ANY EXCAVATION MORE THAN 24" r b �` BELOW THE ROAD SURFACE WILL REQUIRE POSITIVE LATERAL CONTROL L EAC RG r G20-2a 36"X 18" a KHA PROJECT NUMBER'. `>�'y{ � - BARRIERS, SUCH AS WATER FILLED BARRICADES OR CONCRETE BARRIERS. r t'• ,'� i �� i ' POSITIVE LATERAL CONTROL BARRIERS MUST BE COMPLIANT IN DESIGN AND L 068937801 a INSTALLATION WITH TXDOT STANDARDS 8-01 "TREATMENT FOR VARIOUS ENGINEER SEAL: J p :.,�� ' / : t•.t \. •� , EDGE CONDITIONS". %% ��'� � SIDEWALK i7f ` •( 't' CLOSED �a� �i �oes" AHEAD V :.R 7 END .' R9-9 ,�'.; / 1 ,•� ROAD WORK • 36"X G20-z '\ LEGEND 36"x18" q'h: • • • LINE OF DELINEATORS Y t k 120 . /1111 ROGELIO GARZA ROAD '..� • / -..J - \, eNN,NNNN,NNNNN,NNNe� WOODBROOK LN 1� „°Ao a �• SIGN 118820 FLASHING ARROW BOARD /fo� �1C S(L� �� dl CW20-1D EN TRAFFIC BARRICADE �♦ss� NG i ROAD r fQ `* w � . ♦ 0NAL E ." o WORK WORK AREA ♦`�� AHEAD 'u' � � �GNmi 10/30/2025 \.� • DIRECTION OF TRAVEL - PROJECT INFORMATION: 48 X048 y t.Y WOODBROOK LN { f; DA05821-A END Z• AHOEAD t DESIGN SPEED LIMIT 30 MPH r ROAD WORK SIDEWALKC s N PEYTONVLLE AVE 1189 N PEYTONVILLE AVE G20-2 +v � CWz0-10 CLOSED _-1,i y' 36"X 18" 48 x 4F, AlIEAD _ SOUTHLAKE,TX 76092 Q DESIGN SPEED LIMIT 30 MPH TARRANT COUNTY J f GRAPHIC SCALE IN FEET SHEETTTLE 0 50 100 200 TRAFFIC CONTROL . "t�'- •_.I j NORTH T'=100� PLAN SCALE. SCALE BASED ON 11"X17" ONLY o �� ,r • ��}•I � � � � `L SHEET NUMBER: 1ble document together eHh the conoepte and desiI presented herein,as an instrument of service,is Intended only for the specific purpose and client for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates,Inc.shall be without liability to Kimley—Horn and Associatee•Inc.