Exhibit 2 — Santa Ana City Council, October 21, 2025

FIRST AMENDMENT TO LEASE AGREEMENT BETWEEN THE CITY OF SANTA ANA AND ROYAL STREET COMMUNICATIONS. LLC REGARDING COMMUNICATION

TOWER FACILITIES AT JEROME PARK
THIS FIRST AMENDMENT to the above-referenced lease agreement is entered into on October 21, 2025, by and between T-Mobile West LLC, a Delaware limited liability company ("LESSEE"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("LESSOR").

RECITALS
A. The City and Royal Street Communications, LLC ("Royal Street"), a Delaware limited liability company, entered into Lease Agreement No. A-2007-042 ("A!Jeement") dated February 20, 2007, for Royal Street's use of a portion of real property ("Premises"), commonly known as Jerome Park and located at2115 W. McFadden Ave., Santa Ana, CA 92704, APN: 109-050-30 ("Property"), as further described in Exhibit A-1 of this First Amendment.

B. By a letter dated, August 10, 2016, the City received notification from LESSEE that it was a successor in interest to Royal Street for the site located at 2115 W. McFadden Ave., Santa Ana, CA 92704, upon which LESSEE operates wireless antenna facilities.

C. The parties now wish to amend the Agreement to allow LESSEE to expand its use of the Premises.

The Parties therefore agree:
'

1. Section 4A, RENT, is hereby amended to reflect:

Beginning on the first (1st) day of the month following the date upon which a building permit for the improvements depicted in Exhibit B-1 of this First Amendment is issued by the City of Santa Ana, LESSEE'S annual rent shall be increased by four-thousand, eight hundred and 00/100 dollars ($4,800.00) to be paid in equal monthly installments of four hundred and 00/100 dollars ($400.00) per month on the first day of the month, in advance, to LESSOR or to such other person, firm or place as the LESSOR may, from time to time, designate in writing at least thirty (3 0) days in advance of any rental payment date. The increased rent, as specified in this Section, shall be subject to the annual rent increases described in Section 5 of the Agreement.

2. Section 10, USE, is hereby amended to reflect:

In addition to the terms as referenced in the Agreement, the Agreement is hereby amended to grant LESSEE the use of the Premises as depicted in Exhibit B-1 of this First Amendment

3. Except as modified by this First Amendment, all terms and conditions of the Agreement shall remain in full force and effect.

Page 1 of 2 ends

SIGNATURE PAGE FORFIRST AMENDMENT TO LEASE AGREEMENT BETWEEN THE CITY OF SANTA ANA AND ROYAL STREET COMMUNICATIONS, LLC REGARDING COMMUNICATION TOWER FACILITIES AT JEROME PARKIN WITNESS WHEREOF, the parties hereto have executed this First Amendment to theAgreement on the date and year first written above.Alvaro NuezCity ManagerT-MOBILE WESTLLCName:Title:Jennifer L. HallCity ClerkAPPROVED AS TO FORMSONIA R. CARVALHO, City Attorney By:____________________________ Brandon SalvatierraDeputy City AttorneyRECOMMENDED FOR APPROVAL_____________________________Executive DirectorPublic Works Agency y:______________________________________________________________________________________________________________________________________________ rananananananananananandodododododododododoodoonn Salvatierra EXHIBIT A-1
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 ONTORED 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 92704PROJECT: T-MOBILE ANCHOR / 67E5D998E P6230GROUND ELEVATION:33.73598889/-117.89790800 (NAD83)LATITUDE/LONGITUDE:CITY OF SANTA ANAJURISDICTION:O - OPEN SPACECURRENT ZONING:±69'PROPERTY OWNER:APPLICABLE CODESPROJECT TEAMA&E CONTACT:LEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673LONG NGUYEN - (949) [email protected] INFORMATIONSHEET #DRAWING INDEXSHEET DESCRIPTIONVICINITY MAPSITE ACQUISITIONCONTACT:ENGINEER OFRECORD CONTACT:CALL CALIFORNIA ONE CALL(800) 422-4133CALL 3 WORKING DAYSBEFORE YOU DIG!RVECTOR STRUCTURAL ENGINEERS651 W. GALENA PARK BLVD, STE 101DRAPER, UT 84020WELLS L. HOLMES, S.E. - (801) 990-1775ALL 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 DESCRIPTIONDRIVING DIRECTIONS APPROVALSLANDLORD:(DATE)DEVELOP MGR:CONST MGR:ZONING MGR:RF ENGINEER:SITE DEVELOPMENTMANAGER CONTACT:T-1 TITLE SHEETT-2 GENERAL NOTESA-1 OVERALL SITE PLANA-2A-3 ANTENNA PLANSA-4 ELEVATIONSELEVATIONSD-1 DETAILSD-2 DETAILSTHE 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 92704TELECOMMUNICATIONS 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 OF SANTA ANAEQUIPMENT PLANSA-5CITY OF SANTA ANA888 WEST SANTA ANA BLVD., 2ND FLOORSANTA ANA, CA 92702RON ONO / (714) 571-4220APPLICANT:JACKIE LE - (949) [email protected] CABLING DIAGRAMSITEG-1 GROUNDING PLANLEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673DEREK PATTON - (949) [email protected]. 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 SYSTEMSLQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATET-1IT 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 P6230T-MOBILE WEST CORP.2008 MCGAW AVENUEIRVINE, CA 92614DIRECTIONS 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 & ASSOCIATES LQN90% CD - REVISIONTT1LQN90% CD - REVISIONFA2TITLE SHEETL700 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-TSTMO Signatory Level:L06NLG-109545 LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATET-2IT 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 P62302008 MCGAW AVENUEIRVINE, CA 926141000 HOLCOMB WOODS PKWY. STE 210ROSWELL, GA 30076OFFICE (678) 280-2325P. MARSHALL & ASSOCIATES LQN90% CD - REVISIONTT1LQN90% CD - REVISIONFA2GENERAL NOTES21GENERAL NOTES24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS ABBREVIATIONS:
2FIELD OPS NOTES24"x36" SCALE: NTS11"x17" SCALE: NTS3ABBREVIATIONS24"x36" SCALE: NTS11"x17" SCALE: NTSFIELD OPS NOTES:ANTENNAS ON STACKED SOLUTIONADD A NEW IXRE ROUTER2-ANTENNA PER SECTORREMOVE UNUSED CABINETS/EQUIPMENTADD (1) 6230 AND (1) 19" RACKADD (1) POWER6230 CABINET WITH BATTERY RACK WITH 4 PSU (1x25AMP ACBREAKER PER PSU)ADD (1) 6230 INDOOR BATTERY KITUPGRADE (1) GPS UPGRADE KIT INSIDE MAIN CABINET: 8 PORT GPS SPLITTER SAP 33559/CABLESADD (2) GPS 03 01 OVP'SADD (1) RP6651 FOR N600/L700/L600/L21/L19 (MMBB LOW-BAND)ADD (1) RP6651 FOR L2.5ADD (1) 50AMP SPD INDOOR SPD KIT FOR 6449ADD (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 EQUALPOST-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.TMO Signatory Level:L06NLG-109545 LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATEA-1IT 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:

NOT USED
NEW POWER 6230 ENCLOSUREFRONT VIEWSIDE VIEWMANUFACTURER: 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 DETAILA B A B C D G H J K M N P Q VV VTOP VIEWMANUFACTURER: ERICSSONMODEL: RP6651DIMENSIONS, HxWxD in: 1.75"x19.00"x13.80"TOTAL WEIGHT: 16.53 LBSFRONT VIEW1.75"13.80"19.00"A B C DAA B A B A B A B C D E F G H J K L M N P Q V V V V7250 ROUTER DETAILTOP VIEWMANUFACTURER: 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/s17.25"10"1.75"FRONT VIEWMOVEABLE BRACKETSFAN MODULE PARTS LISTFOR POLES 12" TO 45" DIA.ITEM QTY PART NO.123456789631224181836108108A1X-LWRMP472X-214130G58R-14G58R-48G58R-24A58FWG58LWA58NUTPART DESCRIPTIONRING MOUNT WELDMENT4-1/2" X 72" SCH. 40 GALVANIZED PIPEBENT PLATE V-CLAMP5/8" x 14" THREADED ROD (HDG.)5/8" x 48" THREADED ROD (HDG.)5/8" x 24" THREADED ROD (HDG.)5/8" HDG A325 FLATWASHER5/8" HDG LOCKWASHER5/8'' HDG A325 HEX NUT72 in12 5/8 in14 in48 in24 inLENGTH UNIT WT.68.1664.8911.430.40.55.55.030.030.13NET WT408.96194.68137.169.579.909.901.083.2414.04TOTAL WT. # 788.534 1/2"Ø1/2"(MIN)9 8 7 6 5X2 X2 X239 8 4X3 X372" PIPE351 1/2"(TYP)29 3/4"(REF)1/2"(MIN)SECTION A-ATOLERANCE NOTESPROPRIETARY 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.DESCRIPTIONMONOPOLE SECTOR FRAMEATTACHMENT ASSEMBLYvalmontCPD NO.CLASS SUB01 01DRAWN BYKC8 3/18/2016DRAWING USAGECUSTOMERCHECKED BYENG. APPROVAL PART NO.3RD PARTYBMC 5/2/2016DWG. NO.MSFAAMSFAAEngineeringSupport Team:1-888-753-74461Locations:New York, NYAtlanta, GALos Angeles, CAPlymouth, INSalem, ORDallas, TXPAGE1 OF 1AANTENNA SECTOR MOUNTTMO Signatory Level:L06NLG-109545 LQN90% CD - ISSUED FOR REVIEWJDJ0DRWNREVDESCRIPTIONQADATECD-1IT 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:

Santa Ana City CouncilOctober 21, 2025

Santa Ana City Council
October 21, 2025