Exhibit 1 — Santa Ana City Council, October 21, 2025

STRUCTURAL ANALYSIS: VECTOR STRUCTURAL ENGINEERSDATED: 08/23/2021ANCHORAGE CALCULATIONS: VECTOR STRUCTURAL ENGINEERS:DATED: 08/23/2021MOUNT ANALYSIS: LEAF COMMUNICATIONSDATED: 08/21/2021RFDS REVISION: 7DATED: 07/08/2022 ·HEAD NORTHEAST TOWARD MCGAW AVE.·TURN LEFT TOWARD MCGAW AVE.·TURN LEFT TOWARD MCGAW AVE.·TURN RIGHT TOWARD MCGAW AVE.·TURN LEFT AT THE 1ST CROSS STREET ONTO MCGAW AVE.·USE THE 2ND FROM THE LEFT LANE TO TURN LEFT ONTO RED HILL AVE.·TURN RIGHT ONTO MACARTHUR BLVD.·TURN RIGHT ONTO S BRISTOL ST.·TURN LEFT ONTO W MCFADDEN AVE.·TURN RIGHT TOWARD S CENTER ST.·TURN LEFT ONTO S CENTER ST.2115 W MCFADDEN AVE, SANTA ANA, CA 92704 PROJECT: T-MOBILE ANCHOR / 67E5D998E P6230
GROUND ELEVATION:33.73598889/-117.89790800 (NAD83)LATITUDE/LONGITUDE:CITY OF SANTA ANAJURISDICTION:O - OPEN SPACECURRENT ZONING:±69' SITE NUMBER:SITE NAME:SITE TYPE:

PROPERTY OWNER:

APPLICABLE CODESPROJECT TEAM
A&E CONTACT:LEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673LONG NGUYEN - (949) [email protected] SITE INFORMATIONSHEET #DRAWING INDEXSHEET DESCRIPTIONVICINITY MAP SITE ACQUISITIONCONTACT:

ENGINEER OFRECORD CONTACT:

CALL CALIFORNIA ONE CALL(800) 422-4133CALL 3 WORKING DAYSBEFORE YOU DIG! R
VECTOR STRUCTURAL ENGINEERS651 W. GALENA PARK BLVD, STE 101DRAPER, UT 84020WELLS L. HOLMES, S.E. - (801) 990-1775 ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR HALF SIZE.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONSAND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELYNOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFOREPROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.

PROJECT DESCRIPTION

DRIVING DIRECTIONS

APPROVALS
LANDLORD:(DATE)DEVELOP MGR:CONST MGR:ZONING MGR:RF ENGINEER:SITE DEVELOPMENTMANAGER CONTACT:

T-1TITLE SHEETT-2GENERAL NOTESA-1OVERALL SITE PLANA-2A-3ANTENNA PLANSA-4ELEVATIONSELEVATIONSD-1DETAILSD-2DETAILS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESEDOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITHTHE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTIONDOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDINGDEPARTMENT AND ANY CHANGES/MODIFICATIONS THEY MAY IMPOSE (DATE)(DATE)(DATE)(DATE)SAC REP:(DATE)FOPS: (DATE)
APN #:109-050-30SITE ADDRESS:2115 W MCFADDEN AVESANTA ANA, CA 92704 TELECOMMUNICATIONS FACILITYCURRENT USE:NO CHANGEPROPOSED USE:THE FACILITY IS UNMANNED AND NOTFOR CONTINUOUS HUMAN HABITATION.DISABLED/CHALLENED ACCESS IS NOTREQUIRED PER CBC 2022, SECTION 11B-203.4(LIMITED ACCESS SPACE)ACCESSIBILITYREQUIREMENTS:

REFERENCE DOCUMENTS
CITY:COUNTY:JURISDICTION:SANTA ANAORANGECITY OF SANTA ANALA93010ALA0620 - JEROME PARKMONOPALM EQUIPMENT PLANSA-5
CITY OF SANTA ANA888 WEST SANTA ANA BLVD., 2ND FLOORSANTA ANA, CA 92702RON ONO / (714) 571-4220 APPLICANT:

JACKIE LE - (949) [email protected]
CD-1CABLING DIAGRAMSITE
G-1GROUNDING PLANFRP DESIGN BY OTHERST-1TITLE SHEETN-1NOTES & SPECIFICATIONSS-1ELEVATION VIEWS-2DETAILS LEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673DEREK PATTON - (949) [email protected]

1.CALIFORNIA BUILDING STANDARDS CODE: 2022 TRIENNIAL EDITION OF TITLE24, WITH AN EFFECTIVE DATE OF JANUARY 1, 2023.PART 1 - CALIFORNIA ADMINISTRATIVE CODEPART 2 - CALIFORNIA BUILDING CODE, BASED ON THE 2021 INTERNATIONALBUILDING CODEPART 2.5 - CALIFORNIA RESIDENTIAL CODE, BASED ON THE 2021INTERNATIONAL RESIDENTIAL CODEPART 3 - CALIFORNIA ELECTRICAL CODE, BASED ON THE 2020 NATIONALELECTRICAL CODEPART 4 - CALIFORNIA MECHANICAL CODE, BASED ON THE 2021 UNIFORMMECHANICAL CODEPART 5 - CALIFORNIA PLUMBING CODE, BASED ON THE 2021 UNIFORMPLUMBING CODEPART 6 - CALIFORNIA ENERGY CODEPART 7 - VACANTPART 8 - CALIFORNIA HISTORICAL BUILDING CODEPART 9 - CALIFORNIA FIRE CODE, BASED ON THE 2021 INTERNATIONAL FIRECODEPART 10 - CALIFORNIA EXISTING BUILDING CODE, BASED ON THE 2021INTERNATIONAL EXISTING BUILDING CODEPART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC; ALSOKNOWN AS CALGREEN)PART 12 - CALIFORNIA REFERENCED STANDARDS CODE2.ANSI/TIA-222 (REV H)3.2021 NFPA 101, LIFE SAFETY CODE4.2022 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE5.2022 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS E-1SINGLE LINE DIAGRAM AND PANEL SCHEDULED-3DETAILS LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREVDESCRIPTIONQADATE T-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

SITE NAME:LA0620 - JEROME PARKSITE NUMBER:LA93010A2115 W MCFADDEN AVESANTA ANA, CA 92704PROJECT:T-MOBILE ANCHOR /67E5D998E P6230 T-MOBILE WEST CORP.2008 MCGAW AVENUEIRVINE, CA 92614
DIRECTIONS FROM T-MOBILE OFFICE:(2008 MCGAW AVENUE, IRVINE, CA 92614) 2008 MCGAW AVENUEIRVINE, CA 92614
T-MOBILE WEST CORP.2008 MCGAW AVENUEIRVINE, CA 92614
1000 HOLCOMB WOODS PKWY. STE 210ROSWELL, GA 30076OFFICE (678) 280-2325P. MARSHALL & ASSOCIATESA CENTERLINE COMMUNICATIONS COMPANY LQN90% CD - REVISIONTT07/29/20241 LQN90% CD - REVISIONFA08/13/20242 LQN100% CD - REVISIONES03/18/20253

TITLE SHEET
THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNAMODIFICATION ON AN EXISTING WIRELESS SITE:SCOPE OF WORK:(T-MOBILE ANCHOR / 67E5D998E P6230 - RFDS REV 7)L700 4X2 SOW1.ADD (1) ANTENNA SECTOR MOUNT2.ADD (3) OCTO-PORT RFS - APXVAALL18_43-U-NA20 6FT ANTENNA AT 47' RC3.ADD (3) RADIO 4480 B71+85 NEAR ANTENNAS, (1) PER SECTOR. USE (12) 4.3-10TO 4.3-10 COAX JUMPERS.4.(1) 6X24 HCS 30M, ADD (1) PSU 48135.(1) RP 6651 FOR N600/L700/L600/L21/L19 (MMBB)6.(1) PSU 4813 REQUIREDANCHOR SOW:7.REPLACE (3) SBNHH ANTENNAS WITH (3) AIR6419 B41 FOR L2.5 AT 55' RC.8.ADD (3) RADIO 4460 B25+B66 AT THE MID-BAND PORT OF THE OCTO-PORTANTENNAS (L21,1ST/2ND L19S). ADD NEW (12) 4.3-10 TO 4.3-10 COAX JUMPERS.9.ADD (1) 6230 AND (1) 19' RACK - REMOVE BOTH 6201 AND PTS8003 CABINETS.10.ADD (1) RP 6651 FOR L2.5 AND NR 2.5 IN THE NEW 19" RACK11.USE (2) 6X24 HCS 30M12.REMOVE ALL COAX LINES, DIPLEXERS AND BIAS-TS LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE T-2
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

SITE NAME:LA0620 - JEROME PARKSITE NUMBER:LA93010A2115 W MCFADDEN AVESANTA ANA, CA 92704PROJECT:T-MOBILE ANCHOR /67E5D998E P6230 2008 MCGAW AVENUEIRVINE, CA 92614
1000 HOLCOMB WOODS PKWY. STE 210ROSWELL, GA 30076OFFICE (678) 280-2325 P. MARSHALL & ASSOCIATESA CENTERLINE COMMUNICATIONS COMPANY LQN90% CD - REVISIONTT07/29/20241 LQN90% CD - REVISIONFA08/13/20242 LQN100% CD - REVISIONES03/18/20253

GENERAL NOTES
21GENERAL NOTES 24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS ABBREVIATIONS:
2FIELD OPS NOTES24"x36" SCALE: NTS11"x17" SCALE: NTS
3ABBREVIATIONS24"x36" SCALE: NTS11"x17" SCALE: NTS
FIELD OPS NOTES:·ANTENNAS ON STACKED SOLUTION·ADD A NEW IXRE ROUTER·2-ANTENNA PER SECTOR·REMOVE UNUSED CABINETS/EQUIPMENT·ADD (1) 6230 AND (1) 19" RACK·ADD (1) POWER6230 CABINET WITH BATTERY RACK WITH 4 PSU (1x25AMP ACBREAKER PER PSU)·ADD (1) 6230 INDOOR BATTERY KIT·UPGRADE (1) GPS UPGRADE KIT INSIDE MAIN CABINET: 8 PORT GPS SPLITTER SAP 33559/CABLES·ADD (2) GPS 03 01 OVP'S·ADD (1) RP6651 FOR N600/L700/L600/L21/L19 (MMBB LOW-BAND)·ADD (1) RP6651 FOR L2.5·ADD (1) 50AMP SPD INDOOR SPD KIT FOR 6449·ADD (1) IXR-E ROUTER GENERAL NOTES:1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS.2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS,SPECIFICATIONS, AND NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLEFOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTIONOF THE ARCHITECT /ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THEARCHITECT/ENGINEER.3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THEPLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANYDAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTIONAT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS,ADDENDUM'S, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE ARCHITECT/ENGINEER AT THE CONCLUSION OFTHE PROJECT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE FROM START OF PROJECT TO COMPLETION OF PROJECT.6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES.7. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE 2019 C.B.C. AND ALL THE OTHER LATEST GOVERNING CODES.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS CURING THE WORK. THE ENGINEER WILLNOT ADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FORALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK.10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TOCOMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THEPERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT.11. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS NOTED OTHERWISE.12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ONTHE DRAWINGS.13. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES.14. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR UNLESS NOTEDOTHERWISE IN THE PLANS.15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCYRESPONSIBLE FOR RECORDING THE RESULTS.16. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWNOTHERWISE.17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT DAILY. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES.18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIREXACT MEANING THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS.19. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THESUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF.21. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION, ELEVATION, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEWPORTION OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OFSTRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER.22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BEUSED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BEREMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE ENGINEER.24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. UNAUTHORIZEDCHANGES RENDER THESE DRAWINGS VOID.25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEWAND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABORSPECIFIED.26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEMFROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.GENERALCONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TOSTARTING WORK.SITE PREPARATION NOTES:1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS AND ANY OTHERDEBRIS THAT WOULD BE DAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE.2. BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAVING A SAND EQUIVALENT OF 30 OR GREATER. BACK FILLING SHALL BE DONE IN BINCH LAYERS, MOISTURE CONDITIONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO PONDING OCCURS.3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR APPROVED COMPACTED FILL FOOTINGSSHALL EXTEND INTO SOIL DEPTH AS INDICATED IN PLANS.4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER UNEXPECTED CONDITIONS BE ENCOUNTERED DURING THEEXCAVATION FOR THE NEW FOUNDATION, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY,5. WITHIN AN AREA A MINIMUM OF S FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4" OF EXISTING SOIL REMOVE ALL ORGANICS,PAVEMENT, ROOTS, DEBRIS AND OTHERWISE UNSUITABLE MATERIAL.6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLEMATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.7. PROOFROLL THE SURFACE OF THE EXPOSED SUBGRADE WITH A LOADED TANDEM AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOTCOMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8" LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITHASTM D-698. COMPACT TO A MINIMUM OF 90% RELATIVE COMPACTION.9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING ANDBRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THESOLE RESPONSIBILITY OF THE CONTRACTOR.10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OFTHE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS.11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THEDESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOTATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT.12. PRIOR TO PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTINGSTRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHERSAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION ANDTO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN.

SUBMITTALS:SUBMITTALS FOR SHOP DRAWINGS, MILL TESTS, PRODUCT DATA, ECT. FOR ITEMS DESIGNED BY THE ARCHITECT /ENGINEER OF RECORD SHALL BE MADETO THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE SUBMITTAL BEFORE FORWARDING TO THEARCHITECT, SUBMITTALS SHALL BE MADE IN ADVANCED TO ARCHITECT/ENGINEER. SUBMITTALS REQUIRED FOR EACH SECTION OF THESE NOTES ARESPECIFIED IN THAT SECTION.SHOP DRAWING REVIEW:REVIEW BY THE ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS. MARKINGS ORCOMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NORDEPARTURES THEREFROM. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALLQUANTITIES AND DIMENSIONS, FOR SELECTION FABRICATION PROCESSES.

STRUCTURAL STEEL:1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION,WHICH INCLUDES THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDINGCODE. IDENTIFY AND MARK STEEL PER 2019 C.B.C. SECTION 2203.2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER/ARCHITECT PRIOR TO FABRICATION.3. GROUTING Of COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH NON-SHRINK, NON-FERROUS GROUT. MINIMUMCOMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS. All. SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING.4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC.5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLIES SHALL CONFORM TOAISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS NOTED OTHERWISE. NOCUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THIS ENGINEER.6. WELDING: CONFORM TO AWS D1 1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPEREQUIRED FOR MATERIALS TO BE WELDED.7. BOLTING: ASTM A307 BOLTS SHALL BE INSTALLED "SNUG TIGHT" PER AISC. SECTION RCSC B(C) ASTM A325 BOLTS SHALL CONFORM TO THE RCSCSPECIFICATION SECTION B (D).8. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION" AND AISC CODE SEC 6 "FABRICATION AND DELIVERY" PERFORM WORK ONPREMISES OF A FABRICATOR APPROVED BY THE BUILDING OFFICIAL.9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT-DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PERSPECIFICATIONS. PER ASTM A153.STRUCTURAL STEEL:MATERIALS: CONFORM TOANCHOR BOLTS (HEADED):ASTM A307ANCHOR BOLTS (J-TYPE):ASTM A36BARS AND PLATES:ASTM A36BOLTS: ASTM A307C-, M-, AND ANGLE SHAPES:ASTM A36DEFORMED WELDED WIRE FABRIC: ASTM A497EPOXY AND EXPANSION ANCHORS: HILTI OR EQUIVALENTGROUT: EMBECO OR EQUIVALENTHIGH-STRENGTH BOLTS:ASTM A325SC OR (A325N)OTHER STRUCTURAL SHAPES:ASTM A36REINFORCING BARS: ASTM A615. GRADE 60, DEFORMED BARSSMOOTH WELDED WIRE FABRIC: ASTM A185STRUCTURAL WF SHAPES: ASTM A572-GR50STEEL PIPE: ASTM A53, GRADE BTIE WIRE: 16.5 GAGE OR HEAVIER, BLACK ANNEALEDTUBE STEEL AND PIPE COLUMNS: ASTM A500, GRADE BWELDING ELECTRODES: E70XXW - SHAPES: ASTM A992, GRADE 50STRUCTURAL STEEL NOTES:1. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCHCUTTING AT THE SITE IS NOT PERMITTED.2. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS, POST BASES, FRAMING CAPS, HANGER AND OTHER MISCELLANEOUSSTRUCTURAL METALS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL POST-INSTALLED ANCHORS:1. USE, INSTALLATION, EMBEDMENT DEPTH, AND DIAMETER OF EXPANSION/WEDGE ANCHORS IN HARDENED CONCRETE SHALL CONFORM TO ICCREPORT & MANUFACTURER'S RECOMMENDATIONS.2. MAINTAIN CRITICAL EDGE DISTANCE SPECIFIED IN ICC REPORT AS A MINIMUM, U.N.O. IN THESE DRAWINGS3. LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN CONCRETE SLABS.SPECIAL INSPECTION:1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR, APPROVED BY CARRIER AND THEGOVERNING JURISDICTION, AS REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING: A. SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING (WHEN APPLICABLE): I. PERIODIC SPECIAL INSPECTION IF BOLTS ARE PRETENSIONED WITH MATCH-MARKING TECHNIQUES II. CONTINUOUS SPECIAL INSPECTION OF ALL OTHER HIGH-STRENGTH BOLTING B. PERIODIC FOR POST-INSTALLED ANCHORS IN HARDENED CONCRETE2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS.3. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUTSPECIAL INSPECTION.4. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION AS APPROVED BYTHE BUILDING OFFICIAL. THUS, SPECIAL INSPECTION ITEMS ABOVE MAY BE WAIVED AS DEEMED APPROPRIATE BY THE BUILDING OFFICIAL.5. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, ANDBUILDING OFFICIAL.6. STRUCTURAL OBSERVATION NOT REQUIRED.

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

OVERALL SITE PLAN
(E) BASEBALLFIELD, TYP
S. CENTER STREET
1,2A-5
APN #:109-050-30
T-MOBILE ANTENNA ANDEQUIPMENT LOCATION1,2A-21,2A-31,2A-4

PROPERTY LINE, TYP
OVERALL SITE PLAN 1
N
WSE
NOTES:THESE DRAWINGS HAVE BEEN CREATED BY INFORMATION GATHERED AT THE SITE, EXISTINGAS-BUILTS PROVIDED BY T-MOBILE AND WITHOUT A SURVEY. PLEASE VERIFY ALL DIMENSIONS,LENGTHS, PROPERTY LINES AND CONDUIT RUNSLEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINALDESIGN OR THE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE INGOOD CONDITION, FREE OF DAMAGE AND DETERIORATIONCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTION 24"x36" SCALE: 1" = 40'-0"11"x17" SCALE: 1" = 80'-0"40' 20' 0' 40'

PROPERTY LINE, TYP

PROPERTY LINE, TYP
W. MCFADDEN AVENUE
(E) BUILDING, TYP
SECTOR A300.00° AZ SECTOR B60.00° AZ
SECTOR C180.00° AZ
(E) T-MOBILE 68'-0" HIGHMONOPALM
(N) T-MOBILE EQUIPMENT:(2) RP6651(1) IXRE ROUTER
LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-2
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

EQUIPMENT PLANS
2NEW EQUIPMENT PLAN1EXISTING EQUIPMENT PLAN
NOTES:LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINALDESIGN OR THE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TOBE IN GOOD CONDITION, FREE OF DAMAGE AND DETERIORATIONCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTION N
WSE
N
WSE
24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6'24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6' (E) T-MOBILE CONDUITSTUB UPS
(E) T-MOBILE BATTERY CABINETTO BE REMOVED(E) T-MOBILE RBS 6201EQUIPMENT CABINETTO BE REMOVED (E) ACCESS DOOR
±12'-0"(E) T-MOBILE EQUIPMENT LEASE AREA
±12'-0"(E) T-MOBILE EQUIPMENT LEASE AREA
(E) T-MOBILE GEN. PLUG
(E) T-MOBILE PPC
(E) T-MOBILE DISCONNECTSWITCH
(E) T-MOBILE TRANSFORMER
(E) T-MOBILE A/C UNIT(2 TOTAL)
(E) ROOF LINE
(E) CONCRETESTEP
(E) T-MOBILE EQUIPMENTTO BE REMOVED:(3) RUS01 B2(6) RUS01 B4(1) BB 5216(E) T-MOBILE RBS 6201 EQUIPMENTCABINET TO BE REMOVED (E) T-MOBILE EQUIPMENTTO BE REMOVED:(6) RUS01 B12(1) XMU (E) T-MOBILE CONDUITSTUB UPS
(E) ACCESS DOOR
±12'-0"(E) T-MOBILE EQUIPMENT LEASE AREA
±12'-0"(E) T-MOBILE EQUIPMENT LEASE AREA
(E) T-MOBILE GEN. PLUG
(E) T-MOBILE PPC
(E) T-MOBILE DISCONNECTSWITCH
(E) T-MOBILE TRANSFORMER
(E) T-MOBILE A/C UNIT(2 TOTAL)
(E) ROOF LINE
(E) CONCRETESTEP
(E) T-MOBILE GPSANTENNA
(N) T-MOBILE EQUIPMENT:(1) POWER 6230 BATTERY RACK
(N) T-MOBILE 19" RACK
5D-2
(E) T-MOBILE FEEDLINESTO BE REMOVED:(12) 7/8" COAX CABLES (N) T-MOBILE FEEDLINES:(3) HCS 6X24 4AWG - 30M 2-4D-2
(E) T-MOBILE POWER CABINETTO BE REMOVED(E) T-MOBILE CABLE LADDER (E) T-MOBILE CABLE LADDER
(E) T-MOBILE GPSANTENNA
(E) T-MOBILE TELCO BOARD (E) T-MOBILE TELCO BOARD
(N) T-MOBILE SPD BOX
(N) T-MOBILESUBPANEL
6,7D-2
9D-1

NEW ANTENNA SCHEDULEANTENNAMANUFACTURERMODELTECHNOLOGYAZIMUTHRADCENTERTMA / RRU A1ALPHA

SECTOR GAMMABETA

EXISTING ANTENNA SCHEDULE
A2
ANTENNAMANUFACTURERMODELTECHNOLOGYANTENNA SPEC'SWEIGHT (LBS)DIMENSIONS (LxWxD)AZIMUTHRADCENTERTMA / RRU A3A4B1B2B3B4C1C2C3C4
A1ALPHA

SECTOR GAMMABETA
A2A3A4B1B2B3B4C1C2C3C4

ANTENNA SPEC'SWEIGHTDIMENSIONSCABLESTATUS, TYPE AND LENGTH CABLESTATUS, TYPE AND LENGTH MOUNT ANALYSIS NOTES:·THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY ACORRESPONDING PASSING MOUNT ANALYSIS COMPLETED BY OTHERS·CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL REVIEW THE MOUNTANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATION·ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENTSHALL BE APPROVED BY THE EOR·6"-8" SEPARATION FROM THE BACK OF THE ANTENNA TO THE RRU IS REQUIRED.

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-3
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

ANTENNA PLANS
2NEW ANTENNA PLAN1
N
WSE
N
WSE
EXISTING ANTENNA PLAN24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6' 24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6' SECTOR A20.00° AZ
SECTOR B80.00° AZ
SECTOR C200.00° AZ
(E) T-MOBILE 5' PANEL ANTENNATO BE REMOVED AND REPLACED(3 TOTAL, 1 PER SECTOR)(SBNHH-1D65A-SR)(E) T-MOBILE DIPLEXER TO BE REMOVED(3 TOTAL, 1 PER SECTOR) (E) T-MOBILE TMA TO BE REMOVED(3 TOTAL, 1 PER SECTOR)(STYLE 3C - PCS/AWS) (E) T-MOBILE FAUX PALM BALL TOBE REMOVED AND REPLACED
(E) 68'-0" HIGH MONOPALM
A1
B1
C1
(E) T-MOBILE SMART BIAS T TO BEREMOVED (3 TOTAL, 1 PER SECTOR) ±5'-0" Ø
@ RAD CENTER 55'-0"
55'-0"(1) SMART BIAS T(1) TMA - STYLE 3C - PCS/AWS(1) TWIN DIPLEXER ---
---
---
20°
80°
200°
--
--
--
L700 / L1900 / L2100 ---------
---------
---------
(E) (8) 7/8" COAX CABLE - 85'
NOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINALDESIGN OR THE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE INGOOD CONDITION, FREE OF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTION·LEAF COMMUNICATIONS DID NOT PERFORM ANY ANALYSIS ON THE FRP DESIGN OR ITSCONNECTIONS. THE FRP DESIGN IS COMPLETED BY OTHERS··ANTENNA FRP ENCLOSURE TO HAVE PROPER VENTILATION AT TOP, BOTTOM AND SIDES·NEW FRP ENCLOSURE SHALL BE PAINTED TO MATCH EXISTING CONDITIONS ---------
ANDREWSBNHH-1D65A-SR (HEXA)33.51 LBS55.63"x11.85"x7.08"-- -- ---- -- ---- -- --ANDREWSBNHH-1D65A-SR (HEXA)33.51 LBS55.63"x11.85"x7.08"-- -- ---- -- ---- -- --ANDREWSBNHH-1D65A-SR (HEXA)33.51 LBS55.63"x11.85"x7.08"-- -- ---- -- ---- -- -- --
--
--
--
--
--
------
55'-0"
------
55'-0"
------
(1) SMART BIAS T(1) TMA - STYLE 3C - PCS/AWS(1) TWIN DIPLEXER (1) SMART BIAS T(1) TMA - STYLE 3C - PCS/AWS(1) TWIN DIPLEXER (E) (8) 7/8" COAX CABLE - 85'
(E) (8) 7/8" COAX CABLE - 85'
L700 / L1900 / L2100---------L700 / L1900 / L2100--------- (N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (E) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR6419 B41), RAD CENTER 56'-6" (E) 68'-0" HIGH MONOPALM
1,5D-1
(N) T-MOBILE 6' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL18_43-U-NA20), RADCENTER 55'-0"(N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(6 TOTAL, 2 PER SECTOR)(RADIO 4460 B25+B66)(RADIO 4480 B71+B85) 2,5D-1
3,5D-14,5D-1
A1
A2 B1
B2
@ RAD CENTER 55'-0" & 56'-6"
SECTOR A300.00° AZ
SECTOR B60.00° AZ
SECTOR C180.00° AZ
(N) PALM FROND SHROUD,BY OTHERS1S1
±10'-0"(N) PALM FROND SHROUD, BY OTHERS
(N) T-MOBILE ANTENNASECTOR MOUNT
C2 C1
(N) (8) JUMPER 8 FT SUREFLEX(N) (8) FIBER JUMPER - 5M(N) (1) HCS 6X24 4AWG - 30M ERICSSONAIR6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97"RFSAPXVAALL18_43-U-NA20 (OCTO)92.60 LBS72.00"x24.00"x8.50"-- -- ---- -- -- RFSAPXVAALL18_43-U-NA20 (OCTO)92.60 LBS72.00"x24.00"x8.50"-- -- ---- -- -- RFSAPXVAALL18_43-U-NA20 (OCTO)92.60 LBS72.00"x24.00"x8.50"-- -- ---- -- -- N2500L700 / L600 / N600L2100 / L1900 / N1900------N2500 ------N2500
------
56'-6"
---
300°
---- ---55'-0"
---
60°
---- ---55'-0"
---
180°
---- ---180°55'-0"
---(1) RRU 4480 B71+B85(1) RRU 4460 B25+B66---------(1) RRU 4480 B71+B85(1) RRU 4460 B25+B66---------(1) RRU 4480 B71+B85(1) RRU 4460 B25+B66------ ERICSSONAIR6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97" ERICSSONAIR6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97" 300°
60°
±9"
±9"
±9"
6"TYP.
±3'-7"
±3'-7"
±3'-7"
65°
65°
65°
65°
65°65°
L700 / L600 / N600L2100 / L1900 / N1900
L700 / L600 / N600L2100 / L1900 / N1900
(N) (8) JUMPER 8 FT SUREFLEX(N) (8) FIBER JUMPER - 5M(N) (1) HCS 6X24 4AWG - 30M (N) (8) JUMPER 8 FT SUREFLEX(N) (8) FIBER JUMPER - 5M(N) (1) HCS 6X24 4AWG - 30M 56'-6"
56'-6"
(N) T-MOBILE ANTENNASECTOR FRAME(3 TOTAL, 1 PER SECTOR)(SITEPRO1 RDS-23096)3D-3 LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-4
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

ELEVATIONS
21 NOTES:LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESSOF THE ORIGINAL DESIGN OR THE CURRENT CONDITION OF THESTRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION, FREE OFDAMAGE AND DETERIORATIONCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENTPRIOR TO CONSTRUCTIONANTENNAS TO BE CONCEALED WITH STEALTH FROND SKIRTSMONOPALM BY OTHERS NOT SHOWN FOR CLARITY 24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"0' 5' 11' 16' 24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"0' 5' 11' 16'NEW WEST ELEVATIONEXISTING WEST ELEVATION ±55'-0"RAD CENTER OF (E) T-MOBILE PANEL ANTENNAS
±57'-4"TOP OF (E) T-MOBILE PANEL ANTENNAS
±68'-0"TOP OF (E) MONOPALM

FINISHED GRADE
±55'-0"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
±58'-0"TOP OF (N) T-MOBILE PANEL ANTENNAS
±68'-0"TOP OF (E) MONOPALM

FINISHED GRADE
±56'-6"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
(E) T-MOBILE 68'-0" HIGHMONOPALM
(E) LIGHT POLE
(E) T-MOBILE EQUIPMENTSHELTER ENCLOSURE
(E) T-MOBILE 4' PANEL ANTENNATO BE REMOVED AND REPLACED(3 TOTAL, 1 PER SECTOR)(SBNHH-1D65A-SR)(E) T-MOBILE FAUX PALM BALLTO BE REMOVED AND REPLACED (E) T-MOBILE 68'-0" HIGHMONOPALM
(E) LIGHT POLE
(E) T-MOBILE EQUIPMENTSHELTER ENCLOSURE
(E) T-MOBILE DIPLEXER TO BE REMOVED(3 TOTAL, 1 PER SECTOR)(TWIN DIPLEXER) (E) T-MOBILE TMA TO BE REMOVED(3 TOTAL, 1 PER SECTOR)(TMA - STYLE 3C - PCS/AWS) (N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (E) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR6419 B41) (N) T-MOBILE 6' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL18_43-U-NA20)2,5D-1 1,5D-1
(N) 10'-0"X10'-0" FAUXPALM BALL, BYOTHERS
(N) PALM FROND SHROUD,BY OTHERS
10'-0"
10'-0"
(N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(3 TOTAL, 1 PER SECTOR)(RADIO 4480 B71+B85)(N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(3 TOTAL, 1 PER SECTOR)(RADIO 4460 B25+B66) 3,5D-1
4,5D-1
LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE A-5
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

ELEVATIONS
21 NOTES:LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESSOF THE ORIGINAL DESIGN OR THE CURRENT CONDITION OF THESTRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION, FREE OFDAMAGE AND DETERIORATIONCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENTPRIOR TO CONSTRUCTIONANTENNAS TO BE CONCEALED WITH STEALTH FROND SKIRTSMONOPALM BY OTHERS NOT SHOWN FOR CLARITY 24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"0' 5' 11' 16' 24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"0' 5' 11' 16'NEW SOUTH ELEVATIONEXISTING SOUTH ELEVATION ±55'-0"RAD CENTER OF (E) T-MOBILE PANEL ANTENNAS
±57'-3"TOP OF (E) T-MOBILE PANEL ANTENNAS
±68'-0"TOP OF (E) MONOPALM

FINISHED GRADE
±55'-0"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
±58'-0"TOP OF (N) T-MOBILE PANEL ANTENNAS
±68'-0"TOP OF (E) MONOPALM

FINISHED GRADE
±56'-6"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
(E) T-MOBILE 4' PANEL ANTENNATO BE REMOVED AND REPLACED(3 TOTAL, 1 PER SECTOR)(SBNHH-1D65A-SR) (E) T-MOBILE FAUX PALM BALLTO BE REMOVED AND REPLACED
(E) MONOPOLE BY OTHERS
(E) T-MOBILE EQUIPMENTSHELTER ENCLOSURE
(E) BLEACHERS, TYP.
(N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (E) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR6419 B41) (N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(3 TOTAL, 1 PER SECTOR)(RADIO 4480 B71+B85)(N) T-MOBILE RRU STACKMOUNTED BEHIND ANTENNA(3 TOTAL, 1 PER SECTOR)(RADIO 4460 B25+B66) (N) T-MOBILE 6' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL18_43-U-NA20)2,5D-1 1,5D-1
(E) T-MOBILE 68'-0" HIGHMONOPALM
(E) MONOPOLE BY OTHERS
(E) T-MOBILE EQUIPMENTSHELTER ENCLOSURE
(E) BLEACHERS, TYP.
(E) T-MOBILE 68'-0" HIGHMONOPALM
(E) OTHER CARRIER'S FAUX PALMBALL
(E) OTHER CARRIER'S FAUX PALMBALL
(N) 10'-0"x10'-0" FAUXPALM BALL, BYOTHERS
(N) PALM FROND SHROUD,BY OTHERS
3,5D-1
4,5D-1
LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE D-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

DETAILS
32 24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS 624"x36" SCALE: NTS11"x17" SCALE: NTS
124"x36" SCALE: NTS11"x17" SCALE: NTS
924"x36" SCALE: NTS11"x17" SCALE: NTS
524"x36" SCALE: NTS11"x17" SCALE: NTS
824"x36" SCALE: NTS11"x17" SCALE: NTS
424"x36" SCALE: NTS11"x17" SCALE: NTS
724"x36" SCALE: NTS11"x17" SCALE: NTS
MANUFACTURER: RFSMODEL: HB158-21U6S24-50MCABLE: HYBRIFLEX RRH HYBRID CABLESOLUTION 6X24DIMENSIONS, OD in: 1.996"WEIGHT: 2.3 LB/FT

NEW HYBRID CABLE DETAIL

CORRUGATED ALUMINUM ARMOR

DC POWER CONDUCTORS

FIBER OPTIC CABLE PAIRS

OUTER SHEATH
NOTE:ANTENNA NOT SHOWN FOR CLARITYNOTE:ALL PIPES BRACKETS ANDMISCELLANEOUS HARDWARE TO BEGALVANIZED UNLESS NOTED OTHERWISE (N)/(E) 3"Ø SCH 40,ANTENNA PIPE MAST
(N) PIPE MOUNTBRACKET (TYP OF 2)
(N) RRUMOUNTING PLATE
(N) RRU
(N)/(E) 3"Ø SCH 40,ANTENNA PIPE MAST
(N) ANTENNAMOUNTING BRACKET
(N) PANEL ANTENNA
(N) ANTENNAMOUNTING BRACKET
(N) RRU

ANTENNA AND RRU MOUNTING DETAIL

NEW ANTENNA DETAIL
MANUFACTURER: RFSMODEL: APXVAALL18_43-U-NA20DIMENSIONS, HxWxD in: 72.00"x24.00"x8.50"WEIGHT: 92.60 LBS

72.00"

8.50"

72.00"8.50"

24.00"

TOP VIEW

FRONT VIEWSIDE VIEW NEW RRU DETAIL
MANUFACTURER: ERICSSONMODEL: RADIO 4480 B71+B85DIMENSIONS, HxWxD in: 21.8x15.7x7.5WEIGHT: 93 LB

TOP VIEW

FRONT VIEW

18.82"7.5"

15.7"

15.7"
SIDE VIEW21.8"

7.5"

2.95"

NEW RRU DETAIL
MANUFACTURER: ERICSSONMODEL: RADIO 4460 B25+B66DIMENSIONS, HxWxD in: 17.0x15.1x11.9WEIGHT: 109 LB

TOP VIEW

FRONT VIEW

17.0"11.9"

15.1"

15.1"
SIDE VIEW17.0"

11.9"

6.97"

ANTENNA DETAIL
MANUFACTURER: ERICSSONMODEL: AIR 6419 B41DIMENSIONS, HxWxD in: 36.25"x20.91"x6.97"WEIGHT: 83.00 LBS

TOP VIEW

FRONT VIEWSIDE VIEW

20.91"6.97"

36.25"

20.91"

NOT USED NOT USED

NOT USED
LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE D-2
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

DETAILS
32 24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS 624"x36" SCALE: NTS11"x17" SCALE: NTS
124"x36" SCALE: NTS11"x17" SCALE: NTS
424"x36" SCALE: NTS11"x17" SCALE: NTS
724"x36" SCALE: NTS11"x17" SCALE: NTS
PSU 4813 VOLTAGE BOOSTER

TOP VIEW
MANUFACTURER: ERICSSONMODEL: PSU 4813DIMENSIONS, HxWxD in: 1.75"x19.00"x14.30"TOTAL WEIGHT: 17.30 LBSOPERATING TEMPERATURE: -40 TO +60°CINPUT VOLTAGE: -38 TO -58.5 VOLTSINPUT CURRENT, MAX: 200AFUSE RATING: 30A, 40A, OR 50A 19"

14.3"

1.75"FRONT VIEWSIDE VIEW

14.3"
NEW POWER 6230 ENCLOSURE

FRONT VIEWSIDE VIEW
MANUFACTURER: ERICSSONMODEL: POWER 6230DIMENSIONS, HxWxD in: 10.5"x19"x15.5" ±10.5"
±10.5"
±19"±15.5"

TOP VIEW
±19"
±15.5"
ERICSSON RAN PROCESSOR 6651 DETAIL

A B ABCD GHJK M NPQ VV V

TOP VIEW
MANUFACTURER: ERICSSONMODEL: RP6651DIMENSIONS, HxWxD in: 1.75"x19.00"x13.80"TOTAL WEIGHT: 16.53 LBS

FRONT VIEW

1.75"13.80"

19.00"
A BCD

AA BAB AB ABCD E FGHJK L M NPQ V V VV
7250 ROUTER DETAIL

TOP VIEW
MANUFACTURER: NOKIAMODEL: 7250 IXRE ROUTERDIMENSIONS, HxWxD in: 1.75"x17.25"x10.00"SERVICE INTERFACES:600Gb/s2 x QSFP28/QSFP+ 1000/40GE8 x SFP25/SRF+/SFP 25/10/1G324 x SFP+/SFP 10/1GE240 Gb/S14 x SFP+/SFP 10/1GE4 x RF-45 100/1000 Mb/s

17.25"
10"

1.75"FRONT VIEW

MOVEABLE BRACKETS

FAN MODULE
POWER 6230 BATTERY RACK SPECIFICATION

27.6"

49.3"

23.6"

PLAN VIEW

FRONT VIEWSIDE VIEW
COOPER B-LINE SB556084DIMENSIONS

FRONT VIEW

PLAN VIEW / BOLT HOLE PATTERN

SIDE VIEW
524"x36" SCALE: NTS11"x17" SCALE: NTS19" RACK DETAIL
19" RACK ANCHORAGE
NOTE:VERIFY WITH RACK MANUFACTURERFOR MOUNTING HOLE LOCATIONS (N) 1/2"Ø HILTI KB-TZ2 CARBONEXPANSION ANCHOR W/MIN.OF 2" EMB., ESR 4266 (4 TOTAL) (N) RACK
(E) 6" SHELTER CONCRETE FLOOR,V.I.F.

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE D-3
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

DETAILS
324"x36" SCALE: NTS11"x17" SCALE: NTS
424"x36" SCALE: NTS11"x17" SCALE: NTS
724"x36" SCALE: NTS11"x17" SCALE: NTSNOT USED
ANTENNA MOUNT SITEPRO1 RDS-23096124"x36" SCALE: NTS11"x17" SCALE: NTS

NOT USED

NOT USED
PARTS LISTITEM QTY3
6 122345678910111213141516
15 2-7/8" MOUNTING PIPESASSEMBLY "A" PART NO "B"RDS-23072RDS-23084RDS-23096P3072P3084P3096 A 12B
8345
345
X2X2
9 7DETAIL A
TOLERANCE NOTESTOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE:SAWED, SHEARED AND GAS CUT EDGES (± 0.030")DRILLED AND GAS CUT HOLES (± 0.030") - NO CONING OF HOLESLASER CUT EDGES AND HOLES (± 0.010") - NO CONING OF HOLESBENDS ARE ± 1/2 DEGREEALL OTHER MACHINING (± 0.030")ALL OTHER ASSEMBLY (± 0.060")A REDRAWN IN INVREV DESCRIPTION OF REVISIONSREVISION HISTORYKC8 5/22/2012CPD BY DATEPROPRIETARY NOTE:THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONTINDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OFVALMONT INDUSTRIES IS STRICTLY PROHIBITED.

DESCRIPTIONMONOPOLEDOUBLE SUPPORTARM KIT valmontCPD NO.4546CLASS SUB81 01 DRAWN BYCEK6/30/2015DRAWING USAGECUSTOMERCHECKED BY
ENG. APPROVAL
BMC 6/30/2015
PART NO.

DWG. NO.RDS-23XXRDS-23XX
EngineeringSupport Team:1-888-753-7446
10111213
X2X2X2
121314
X2X2X2DETAIL B
Locations:New York, NYAtlanta, GALos Angeles, CAPlymouth, INSalem, ORDallas, TX 16 10121314
X2X2X2
PART DESCRIPTION "C"2 7/8" O.D. VERTICAL MOUNTING PIPE2 7/8" O.D. VERTICAL MOUNTING PIPE2 7/8" O.D. VERTICAL MOUNTING PIPE LENGTH "D" UNIT WEIGHT " NET WEIGHT "F TOTAL WEIGHT422.82#493.32#563.76#72"84"96"70.47#82.22#93.96# 885.61#956.11#1026.55# 9930303033121212660606066
PART NO.X-LWRMG58R-48G58R-24A58FWG58LWA58NUTP348X-WWM01A582112X-UB1300X-UB1306X-UB1358G12FWG12LWG12NUTBX-SP219 PART DESCRIPTIONRING MOUNT WELDMENT5/8" x 48" THREADED ROD (HDG.)5/8" x 24" THREADED ROD (HDG.)5/8" HDG A325 FLATWASHER5/8" HDG LOCKWASHER5/8'' HDG A325 HEX NUT3-1/2" X 48" SCH 40 GALVANIZED PIPE8" STAND-OFF ARM / WALL MOUNT5/8'' x 2-1/2" HDG A325 HEX BOLT1/2" X 3" X 5" X 2" GALV U-BOLT1/2" X 3-5/8" X 6" X 3" GALV U-BOLT1/2" X 3-5/8" X 5-1/2" X 3" GALV U-BOLT1/2" HDG USS FLATWASHER1/2" HDG LOCKWASHER1/2'' HDG HEAVY 2H HEX NUTCSMALL SUPPORT CROSS PLATE 482.5
LENGTHUNIT WT.68.810.400.400.030.030.13
D8.250 in

31.8918.120.330.740.830.770.030.010.07E8.61
NET WT.206.423.593.591.020.783.9095.6854.374.018.869.944.632.040.834.30F51.66 PAGE1 OF 2
12" TO 45"POLE DIAMETER

POLE DIAMETER(REF)
18"(REF)
41"(TYP.)
"D"/2
LENGTH"D"(SEE TABLEON SHT 1)ADJUSTABLE
TOLERANCE NOTESDESCRIPTIONTOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE:SAWED, SHEARED AND GAS CUT EDGES (± 0.030")DRILLED AND GAS CUT HOLES (± 0.030") - NO CONING OF HOLESLASER CUT EDGES AND HOLES (± 0.010") - NO CONING OF HOLESBENDS ARE ± 1/2 DEGREEALL OTHER MACHINING (± 0.030")ALL OTHER ASSEMBLY (± 0.060")A REDRAWN IN INVREV DESCRIPTION OF REVISIONSREVISION HISTORYKC8 5/22/2012CPD BY DATEPROPRIETARY NOTE:THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONTINDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OFVALMONT INDUSTRIES IS STRICTLY PROHIBITED.

MONOPOLEDOUBLE SUPPORTARM KIT valmontCPD NO.4546CLASS SUB81 01 DRAWN BYCEK6/30/2015DRAWING USAGECUSTOMERCHECKED BY
ENG. APPROVAL
BMC 6/30/2015
PART NO.

DWG. NO.RDS-23XXRDS-23XX
EngineeringSupport Team:1-888-753-7446
Locations:New York, NYAtlanta, GALos Angeles, CAPlymouth, INSalem, ORDallas, TX PAGE2 OF 2
LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE CD-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

CABLING DIAGRAM
124"x36" SCALE: NTS11"x17" SCALE: NTSCABLING DIAGRAM

(E) T-MOBILE CONDUITSTUB UPS
(E) ACCESS DOOR
(E) T-MOBILE GEN. PLUG
(E) T-MOBILE PPC
(E) T-MOBILE DISCONNECTSWITCH
(E) T-MOBILE TRANSFORMER
(E) T-MOBILE A/C UNIT(2 TOTAL)
(E) ROOF LINE
(E) CONCRETESTEP
(E) T-MOBILE GPSANTENNA
(E) T-MOBILE CABLE LADDER
LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE G-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

GROUNDING PLAN
(E) MASTER GROUND BUS BAR(FIELD VERIFY LOCATION)
AWG #6 GROUND WIRE, TYP.

MECHANICAL CONNECTION, TYP.

GROUNDING NOTES 3

ANTENNA / RRU GROUND DETAIL
224"x36" SCALE: NTS11"x17" SCALE: NTSEQUIPMENT GROUNDING PLAN 124"x36" SCALE: NTS11"x17" SCALE: NTS

1.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARYDUE TO SITE SPECIFIC CONDITIONS.2.GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING #2 GROUND WIRESAND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS SHOWN. FOLLOW ANTENNA AND BTS MANUFACTURER'SPRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS USING MANUFACTURERSPRACTICES. ALL UNDERGROUND WATER PIPES, METAL CONDUITS AND GROUNDS THAT ARE A PART OF THIS SYSTEMSHALL BE BONDED TOGETHER.3.ALL GROUND CONNECTIONS SHALL BE #2 AWG U.N.O. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRESHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE.4.CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. PROVIDE SUPPLEMENT GROUNDINGRODS AS REQUIRED TO ACHIEVE SPECIFIED OHMS READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BEWITNESSED BY THE T-MOBILE REPRESENTATIVE.5.NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOILCONDITIONS.6.BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS NOTED ON PLAN.7.ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 12" BELOW GRADE/FROST-LINEIN TRENCH, U.N.O., AND BACK FILL SHALL BE COMPACTED AS REQUIRED BY ARCHITECT.8.ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE, WITH A MINIMUM 12" BENDINGRADIUS NOT LESS THAN 90 DEGREES.9.ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO GROUND SYSTEM AT APOINT NEAREST THE MAIN GROUNDING BUS "MGB" (OR DIRECTLY TO GROUND-RING).10.ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE:a. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR INDOOR USE OR AS APPROVED BY T-MOBILE PROJECT MANAGER.b. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS).c. TWO -(2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS (BUS BAR CONNECTIONS).11.ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK VISIBLE AT THE CRIMP (RESULTINGFROM USE OF PROPER CRIMPING DEVICES).12.PRIOR TO ANY LUG-BUSSBAR CONNECTIONS, THE BUSSBAR SHALL BE CLEANED BY USE OF "SCOTCH-BRITE' OR PLAINSTEEL WOOL AS TO REMOVE ALL SURFACE OXIDATION AND CONTAMINANTS. A COATING OF "NO-OX-ID" SHALL BEAPPLIED TO THE CONNECTION SURFACES.13.ALL CONNECTION HARDWARE SHALL BE TYPE 316 SS (NOT ATTRACTED TO MAGNETS).14.THE GROUND RING SHALL BE INSTALLED 24" MINIMUM BEYOND ANY BUILDING DRIP LINE.15.ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 240-82 AND SHALL BOND ALLEXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITEDTO GROUND RODS, GROUND RING IF SERVICE IS WITHIN THE RADIO EQUIPMENT LOCATION, BUILDING STEEL IFAPPLICABLE, COLD WATER CONNECTIONS MUST BE MADE ON THE STREET SIDE OF MAIN SHUT-OFF VALVE. 24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"0' 2' 4' 6' N
WSE
(E) T-MOBILE TELCO BOARD
(N) T-MOBILE SUBPANEL
(N) T-MOBILE EQUIPMENT:(1) POWER 6230 BATTERY RACK
(N) T-MOBILE 19" RACK

LQN90% CD - ISSUED FOR REVIEWJDJ07/09/20240 DRWNREV DESCRIPTIONQADATE E-1
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

SHEET NUMBER:

ISSUED FOR:

SHEET NAME:

SLD & PANEL SCHEDULE
124"x36" SCALE: NTS11"x17" SCALE: NTSNEW SUBPANEL SINGLE LINE DIAGRAM

FROM (E) POWER SOURCE
M
2P100A(E)
(E)
(E)
(E) METER/MAIN,480V, 1ϕ, 3W, 200A
NOTE:1.(E) CONDUITS/CONDUCTORS TO BE REPLACED AS SHOWN ON SINGLE LINEDIAGRAM. KEEP THE SAME ROUTING NORMALSOURCE2P/200AALT. SOURCE2P/200A
(E) GENERATORRECEPTACLE
(E) 200A PPC MOUNTEDAT EQUIPMENT AREA

MECHANICAL INTERLOCK
(E) (E) (E)

TO (E) LOADS
(E)
2P100A(N)
224"x36" SCALE: NTS11"x17" SCALE: NTS
324"x36" SCALE: NTS11"x17" SCALE: NTS
NEW SINGLE-PHASE, PANEL BO (5)
(E)
(E) 50KVA480V:240/120V
2P25A(N)
PWR6230(N) POWERRACK
(N)2P25A(N)2P25A(N) 2P25A
(N) SUBPANEL
1 1/2"C, 3#1, #6 GRND
FUSED DIS.SWITCH

02/20/2025
02/20/2025
02/20/2025
02/20/2025

Santa Ana City CouncilOctober 21, 2025

Santa Ana City Council
October 21, 2025