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R25-130 1 RESOLUTION NO. R25-130 2 3 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOYNTON 4 BEACH, FLORIDA, APPROVING A CONSENT AGREEMENT WITH 5 CROWN CASTLE (OLD SPRINT SPECTRUM) FOR THE MODIFICATION 6 OF EQUIPMENT AT THE WIRELESS COMMUNICATION FACILITY 7 LOCATED AT 222 NE 9TH AVENUE; AND FOR ALL OTHER PURPOSES. 8 9 WHEREAS, the City and Sprint Spectrum, L.P. entered into a Lease Agreement for a 10 Telecommunication Tower Site in August 1996, approved by Resolution No. R96-81 on June 18, 11 1996; and 12 WHEREAS, the existing tenant, Crown Castle, is requesting written consent from the City 13 for any modifications to the equipment located at their wireless communication tower site at 222 14 NE 9th Avenue; and 15 WHEREAS, the City Commission, upon the recommendation of staff, has deemed it in the 16 best interests of the City's citizens and residents to approve a consent agreement with Crown 17 Castle for the modification of equipment at the wireless communication facility located at 222 NE 18 9th Avenue. 19 20 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF BOYNTON 21 BEACH, FLORIDA, THAT: 22 SECTION 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as 23 being true and correct and are hereby made a specific part of this Resolution upon adoption. 24 SECTION 2. The City Commission of the City of Boynton Beach, Florida, does hereby 25 approve a consent agreement with Crown Castle for the modification of equipment at the wireless 26 communication facility located at 222 NE 9th Avenue (the"Consent Letter"), in form and substance 27 similar to that attached as Exhibit A. 28 SECTION 3. The City Commission of the City of Boynton Beach, Florida, hereby 29 authorizes the Mayor to execute the Consent Letter. The Mayor is further authorized to execute 30 any ancillary documents as may be necessary to accomplish the purpose of this Resolution. 31 32 33 SECTION 4. The City Clerk shall retain the fully executed Consent Letter as a public 34 record of the City. A copy of the fully executed Consent Letter shall be provided to Gail Mootz to 35 forward to the Crown Castle. 36 SECTION 5. This Resolution shall take effect in accordance with the law. 37 38 39 [SIGNATURES ON THE FOLLOWING PAGE] 40 A 141 41 PASSED AND ADOPTED this c- day of o 2025. 42 CITY OF BOYNTON BEACH, FLORIDA 43 YES NO 44 Mayor— Rebecca Shelton 45 f 46 Vice Mayor—Woodrow L. Hay 47 48 Commissioner—Angela Cruz 49 50 Commissioner—Thomas Turkin 51 52 Commissioner—Aimee Kelley 53 54 VOTE C 55 ATTE. : 56 57 I (. I! SOY 58 Maylee le =sus, YPA, MC R-fcca Shelton 59 City Cler 40 Mayor 60 61 ;�pVNTON� , APPROVED AS TO FORM: 62 (Corporate Seal) �%oF:GORPORATF•.•• �� 63 : SEAL �` 'i A�f//xi l�md 64 � v ' �.INCORPORMED' 5 65 y 1.920/ Shawna G. Lamb 66 41 . ...•• 1 City Attorney �' xx FLORVOP CROWN2000 Corporate Drive EmaPhone: (314) 513-0145 CASTLECanonsburg,PA 15317 Darci.Grimmer@crowncastle.com www.crowncas0e.com May 1,2025 VIA email elizabeth@cityscapegove.com CITY OF BOYNTON BEACH 100 E BOYNTON BEACH BLVD ATTN: FINANCE DEPT BOYNTON BEACH,FL 33425 Re: BU 878211/"BOYNTON PUBLIC WORKS COMPOUND"/222 N.E.9TH AVENUE,BOYNTON BEACH, FL 33425-0310("Site") Lease Agreement,dated August 13,1996,as it may have been amended and assigned("Lease") Consent for modifications Dear City of Boynton Beach, In order to better serve the public and minimize the amount of towers in an area where this property is located, AT&T Mobility intends to modify its equipment at the wireless communication facility(the"Modification"). This project entails replacing/swapping out antennas on tower. Under the Lease,Landlord's consent cannot be unreasonably withheld,conditioned or delayed. Please provide your consent on or before May 23,2025 by signing below and returning to Darci.Grimmer@crowncastle.com so that we may install AT&T Mobility's equipment as permitted under the Lease. Please see the enclosed supplemental materials, as may be required by the Lease. If you have any questions concerning this request,please contact Darci Grimmer at(314)513-0145 or Darci.Grimmer@crowncastle.com Sincerely, Agreed and ac / (Date) 11,•ior Darci Grimmer (Lessor's signature) Real Estate Specialist III Ct41 LK) Re.bc c c 4.Si.altvtn) M Oi - (Lessor's name and title) CITY A P t RNEY'S • % Approve. . to form an. . The Foundation for a Wireless W#Ya. QW/14 693365-AT&T Mobility CrownCastle.com "RDA DATE o sc 1 tot, A 11/13/24 PRORmoARY A3 \ 1 \ -O 1/21/1'5 FDA PERIET s41 FIXED ASSET: 10023164 222 N E 9th AVENUE APX M10 CCf 40.. 24-0374.162DAAWN BY O.J0146°N BOYNTON BEACH, FL 33435 s. CHECKED 'SAB°" MIS DIUWINO 5 COPYbd11ED AND 5 THE SOLE PROPERTY OF THE OWNER.IT IS PRODUCED 5011L5 FOR USE BY THE PROJECTS: WSTFL0055135 & WSTFL0055858OWNER••.0 TR AFFUtTES RFT IT F THE Rip 70001 CONTAINEDWRITTEN INN \_� IS F(00755!RIAA10€TME WRETCH KINASVON OF THE OWNER DoD INSTALLATION e , LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS apx E.2.19. 1. THE WIRELESS COMMUNIC.ATONS FACILITY IS NOT INTENDED FOR ' DESCRIPTION REV HUMAN OCCUPANCY NO. (MCI MFFeINC. ...,,,,, O 08-43-45-21-06-001-0010 TI TEILE SHEET 04.. iSOWw: 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL MO.• f14.471 WNW. t.x >3021 x30oA -_[. J _ NOT PRODUCE ANY SEWAGE. T2 GENERAL NOTES 0 cWENKAIE a 04111.11.11C.1 344 Y OF BOYNTON BEACH 3. CONTRACTOR SWILL VERIFY ALL PLANS AND EXISTING C7 COMPOUND PIAN 0 CIT PO BOX 310 DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL C2 (NOT USED) - • BOYNTON BEACH,FL 33425-0310 IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE CO ELEVATION AND ANTENNA PLANS 0 - I le�lmE RESPONSIBLE FOR SAME. C4 ANTENNA ELEVATIONS 0 ` ' 28.534265 N 4. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING CS OCTARS 0 _ WIRELESS INSTALLATION AS FOLLOWS: CR DETAILS 0 ISM LOCAn01�t IMMIX REMOVAL OF(3)EXISTING RRUS C7 EQUIPMENT SCHEDULE 0 80.061878'w REMOVAL OF(I)EXISTING SURGE SUPPRESSOR AT&T 0 RELOCATION OF(3)EXISTING ANTENNA$ El GROUNDING DEWLS AND NOTES 0 ZONING JURISDICTION INSTALLATION OF(3)PROPOSED ANTENNAS E2 PLUMBING DIAGRAMS 0 7 CITY OF BOYNTON BEACH INSTALLATION OF(3)PROPOSED RRUS -' INSTALLATION OF(1)PROPOSED SURGE SUPPRESSOR INSTALLATION OF(3) PROPOSED 254 DC BREAKERS INSTALLATION OF(3) PROPOSED SOA DC BREAKERS NEW LINGULAR WIRELESS PCS,LLC. INSTALLATION OF(1)PROPOSED DC TRUNK CABLE 12150 RESEARCH PARKWAY INSTALLATION OF(3)PROPOSED MOUNTING PIPES ORLANDO.FL 32826 VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE o O BASIC WIND SPEED: 170 MPH(ULTIMATE,3-SECOND GUST) ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ' ---- ; EXPOSURE: C ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING _. 2��•�,•- RISK CATEGORY. II CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. t t OPEN STRUCTURE NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. " •� - �� •'•• 1 FLORIDA BUILDING CODE.Bt11 EDITION(2023) / N _ .�, 2 NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70-20. -" ABNN TE LOCA71 NATIONAL ELECTRIC CODE.2020 EDITION 4 3. ASCE 7-22. MED ASSET. 10023164 : _-4 1 gym,. ''•". sr 1 RF DESIGN VERIFICATION 4. IIA-222-H WITH APPLICABLE STANDARDS. FL 1.1.39222 ME lith MOAN 1,.,... .•,.• ' •--•f"•-•- 5. UFE SAFETY CODE NEPA-101-2021. 80.00.REACK Q ....._ DESIGN BASED ON RFDS-15492 DATED 6 FLORIDA FIRE PREVENTION CODE.Stn EDITION (2023) WET ,1,E 10/08/24. CONTRACTOR SHALL REQUEST 7 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AMSC) 360-16 - CURRENT RFDS AND CURRENT WORKBOOK AND 341-16. TITLE SHEET -; "-'- FROM MASTEC COMMUNICATIONS GROUP 8. UNDERWRITERS LABORATORIES N.L) APPROVED ELECTRICAL ,...,-:^"O 'J~ ,, CONSTRUCTION MANAGER PRIOR TO PRODUCTS. SHEET HUMBER T CONSTRUCTION. B LOCAL JURISDICTIONAL REQUIREMENTS. - - ID.CITY/COUNTY ORDINANCES. T 1 a. lILY RITE ODI III 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS.THE FOLLOWING DEFINmONS SHALL APPLY. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE A 11/13/24 PIEIAWIAIY OWNER - AT&T MOBILITY.LLC. EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 0 I/21/76 FOR POUT ENGINEER - APX ENGINEERING GROUP,LLC. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. CONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) 3. ALL EXISTING ACTIVE SEWER. WATER. GAS, ELECTRIC AND OTHER UTILITIES.WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES.WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY 2. PRIOR TO SUB$MTSNG HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1)VERIFY ALL EXISTING CONDmONS. (2) THE CONSTRUCTION MANAGER.EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILRIES. CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND(3)CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER 4 RUBBISH,STUMPS,DEBRIS,SUCKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY 3. A 20 FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 5. ALL EXISTING INACTIVE SEWER.WATER,GAS.ELECTRIC AND OTHER UTILTIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. LPX PIMA=WI. 74-0374.II7 CONSTRUCTION START DATE. 5. LABOR. MATERIAL, TOOLS. EQUIPMENT. TRANSPORTATION AND TEMPORARY POWER SERICES NECESSARY FOR AND INCIDENTAL TO 6 DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. OMAN WO 0.,IOHIIION COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS 7 ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER.EQUIPMENT OR DRIVEWAY,SHALL • OWCl®WI' M ABBEY SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS. INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A RE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TM6 011AII10 6[OP1w0111FD ANO 6 COMPLETE INSTALLATION,WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. TOWER AREAS AND THE SOW SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES. IF REQUIRED DURING T1K SONE F1gPIy d'M OI0[/L IT 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. THE CONTRACTOR CONSTRUCTION'SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. a MOWED SOLELY �WE SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO 8. THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. REVBOOJCINN CO IDE OF TIO MEMO AID/ORM OMAA11W N WNW COMA PROCEED. R B/O SOCEN W/IW THE ARTIER 7 THE DRAWINGS ARE OIAGRAMMA7IC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE 9. BACKFILL SHALL CONSIST OF CLEAN SVA n.APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. PEFEISSE11 OF THE Moat CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS,BOULDERS,OR OTHER DELETERIOUS MATERIAL. e INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL PROPOSE AN ALTERNATIVE 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. II. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN 8. THE CONTRACTORION SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS,DHALL DETES OF INSPECTION,E INCLUDING UTILITY THESE DRAWINGS. ��� CONNECTION FEES. ETC.. REQUIRED BY THE AUTHORmES INNING JURISDICTION AND SHALL DELVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 9 THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. SITE WORK NOTES 2 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS. LANDSCAPING, PAVING, CURBS. GALVANIZED 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDMON OF THE ASC"STEEL CONSTRUCTION MANUAL" A N A I H I T 1 I H 0 0101, SURFACES.ETC.AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. Nun 10.141 MAIM',ant 101 KNN ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITOR BETTER UPON COMPLETION OF ALL WORK 2. MATERIAL ...N. 130i TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. A ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED'GALVANIZED IN ACCORDANCE WITH ASTIA A123 AND 41001411 Cit AilIMMA 1N 114.0 11 THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A ONLY BASIS. KEEP THE GENERAL AREA CLEAN AND ASTM A153 STANDARDS. HAZARD FREE. REMOVING ALL WASTE. DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION.LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PNN SPOTS.DUST.OR SMUDGES OF ANY NATURE. 8. ALL STRUCTURAL PLATES. ANGLES. AND CHANNELS SHALL BE ASTM A572 GRADE 50 AND "HOT GIPPED" GALVANIZED IN ACCORDANCE WITH ASTIA A123 AND ASTM A153 STANDARDS.UNLESS NOTED OTHERWISE. ,� AJ. 12. EQUIPMENT AM) MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS `v EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS C. ALL 1S MEMBERS SHALL BE ASTM A500 GRADE B (Fy-46kN).AND HOT DIPPED"GALVANIZED IN ACCORDANCE WITH ASTM 4123 \4� TAKE PRECEDENCE. AND ASTM A153 STANDARDS. -/ 13. ALL WORK PERFORMED ANO MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS AND D ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B(Fy-42k14),AND"HOT DIPPED"GALVANIZED IN ACCORDANCE WITH ORDINANCES.THE CONTRACTOR SHALL ONE ALLAND NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES.RULES, REGULATIONS LAWFUL ASTM A123 AND ASTM A153 STANDARDS.UNLESS NOTED OTHERWISE. AT&T ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHNMC/AL AND ELECTRICAL SYSTEMS SHALLBE INSTALLED IN ACCORDANCE WITH ALL APPUCABIE MUNCPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH LOCAL AND STATE CODES.ORDINANCES AND APPLICABLE REGULATIONS. ASTM A123 AND ASTM A153 STANDARDS. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TILES. USING THE BEST SKILLS AND ATTENTION. HE SHALL BE 2. DESIGN.FABRICATION,AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO ASC STEEL CONSTRUCTION MANUAL SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR 3WELDING: COORDINATING ALL .PORTIONS OF THE WORK,INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE THIS DOCUMENT HAS BEEN OWNER'S AUTHORIZED REPRESENTATIVE. A. ALL WELDS,WELDERS,AND WELD INSPECTIONS SHALL CONFORIM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. ELECTRONICALLY SIGNED AND SEALED BY MICHAEL A.PHILLIPS, 15. WITHIN TEN WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS, 8. ALL WELDS SALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. PE(/68312)ON 01/21/25 SWEEP TEST. CYLINDER TESTS, LIEN RELEASES. AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS USING A DIGITAL SIGNATURE IN SHALL BE COMPLETELY ASSEMBLED, TESTED. ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. ACCORDANCE WITH FAC. ACCEPTANCE. 81615-23.004,WITH A DIGITAL 4. ALL BOLTS SHALL BE GALVANIZED 3/4 INCH DIAMETER. A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CERTIFICATE ISSUED BY ENTRUST. CONDITION AS DEFINED BY MSC.SECURE NUT WITH LOCKING WASHER. INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND 5 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE. VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT DOCUMENT ARE NOT CONSIDERED THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE SIGNED ANO SEALED AND THE MANUFACTURER'S INSTRUCTOR SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 7 THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE ASC MANUAL OF STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL ABNN SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION FIXED ASSET: 10023164 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE So CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED. THE SHOP DRAWINGS m HE 0Xi � aor12 xOs R 1140 SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. 11. AT THE CONTRACTOR'S OPTION.SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. SPIV*WE 12. SUBMIT ORIGINAL SHOP DRAWINGS. INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY. PROCEDURES. AND DIAGRAMS. INCLUDE DETAILS OF CUTS.CONNECTIONS.CAMBER. HOLE.AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD ABS GENERAL NOTES A2.1 AND 42.4 SYMBOLS.ANO SHOW SIZE.LENGTH,AND TYPE OF WELD. PROVIDE SETTING DRAWINGS,TEMPLATES.AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS'SECTIONS. 13. ALL WALL PENETRATIONS SHALL BE SLEEVED(IF REQUIRED).CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL. v1EET POWER GENERAL NOTES 1 STRUCTURAL STEEL NOTES T2 3� 1 'RC/ OM OFsneillNH X X - X - X —_- X - X X X — X — X • A 17/13/ MRO/I I 0 1/21/253 R PENT RIR Ix 4.) ... — X — X J EXISTING AT&T I 10'.20' EQUIPMENT SHELTER (SEE NOTE) x AIX MACY 110.: 24-0574.112 l7 DRAM/Y: 0..01RION GRAVELED x CHECKED BY: D.A/1EY AREA I { I INS ORNHHG S TO Of DC 01.1401. 4440 R 1 TRC SOLE MOUPROPSED Of TKL WE 6 P11094CLD SOIFLY TOR VSE BY 714E 0 (3)EXISTING FIBER TRURO.(0)EXISINO OARIN NLD AN RCHIE Es DC TRUNK,(3)MING RET.(12) RaH OR use of THIS unAlmo li I(--I% ARO/OR 711E DEOHW101 TIC WRITTEN w E%SIIIG CABLES (1)PROPOSED DC B s 1:090001 mR40UT 14E WRITTEN TRUNK GABLES PERYISs10H of THE OMER. i X — X —1 N T x / 1 m I EXISTING 12.*WIDE ACCESS GATE 10 A/C A/C ,I' x x 1 apx (--,,,-_,.._j___ ..<iv MNG •400• EXISTING 20'±WIDE ACCESS GATE x \ I 14411 .koRP nt13031 42 201 • X ExISIWIG 118'±MONOPOLE 1/601100 454N x - X X 1 • I WHIM.0.WTHpRArou Si,. � x EXISTING EQUIPMENT CABINET(TYP.'. v EXISi1NG I E — •• C x AT&T I THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND x SEALED BY MICHAEL A.PHILLIPS. (/8 PE 8312)ON 01/21/25 I USING A DIGITAL SIGNATURE IN / - CDExSDNG CONCRETE PAD(TYP.) ACCORDANCE WITH FAC. EXISTING CABLE BRIDGE(TYP.) x 810/5-23.001.WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST. INC.PLEASE REFERENCE SHEET T1 TO NEW THE SIGNATURE AND VERIFY ITS PROPERTIES. x PRINTED COPIES OF THIS I —EXISTING 8't HIGH CHAN-LINO FENCE w/ DOCUMENT ARE NOT CONSIDERED 3-STRAND± HIGHBARBED WIRE SIGNED AND SEALED AND THE SIGIFIED — X — X — X ---I 1 i, x ONNANY ELECTRONIC COTURE MUST BE RPIES. x ' I 1 1 EXISTING UTILITY H-FRAME(TTP.) ' x ABNN X I 0IXED ASSET 10023164 I •' - I (fYP)CE222 IC 040 4.04.0 COMM GENERATOR 10tH.21 axv X X SHEET 1444 LX — X — X — X _ X — X _ X — X _ X _ X — XJ COMPOUND PLAN SOL 94x7 wire APX ENGINEERING DID NOT PERFORM A SITE WALK FOR THIS PROJECT.ANY DISCREPANCIES FROM EXISTING CONDITIONS SHALL BE PROVIDED TO APS FOR RENEW. \COMPOUND PLAN 1 Cl i b. , ET-X-U AT&T7016- 4A 11/13/24 PRELIMINARY A T ANTENNA (T0-16-70-18-N-AT ANTENNA(TI•P OF 6) 0 1/71/78 TOR PF144T 4.) r.00 EXISTING AT&T ERICSSON RRU-32 B30(7YP OF 3) — TOP OF TOWER / •� EXTSIIq AT&T ERICSSON EL 148.3 ' ' 4,... .... ,"/ RRU-32 132 TO BE REMOVED E7(ISTING AMENNAS0 \ 1' MP.OF 3) EL 145.2 I,II'I,I '��. `••,•\o•�� , EXISTING AT&T ANTENNA MC.:N. \O '''......„_'",=:i.'." \\�\�gyp\ APT PROJECT NO.: 24-0374.1W flIA �`•�^`�,`",`�"` EIOSIINq AT&T RAYCAP EXISTING NRENWS6 I�II♦II'I I S- 0,31- I/�\\J-\QO� , DC6-48-60-16-8F SURGE O►NN Ir. O.JOHNSON EL 1382 1 `O' xfiom In&xrw �.l.: J / SUPPRESSOR TO BE REMOVED (NECKED Fl r ABNEY I ./0 il�llllf!lMll xllll' �' ` �_ TIE 4!/xxlllfllllll��fllG lII ��4�� P i ILII - �• Mb ORANING IS COPYRIGHTED NO 15/ 'ro'xllllN7lllMUIJUltlI! xlltlN 11 EIEV ! G, EXISTING AT&T NATHREIN 940 `•.y lllllllf!'lI � TI(901E PROPERTY OF 111E O41Npt.R IND COMM Cf MIENS AND PROPOSED AT&T ANIEIN03,6 I�1'I,' llllii;°_ r,�x 123! �/ 370988K ANTENNA(TVP OF 3) 5 oao0ucm SMELT MR A By [L.121'! ! It / / r EXISTING AT&T ERICSSON AND/OR p n RLyADOVC110N 011 IRE(X'TMS CANNING it'i rA� 7 RRU-4449 135/812(TVP OF rt b PCRBODEH RTI11(rt IK WIIITIDI � w �-,11 \:R,.. kaB 3) ! PERIbsaN DF 7124[K1111fR. , D� 15r fix=\t' K' EXISTING AT&TRO-1 -8F S r.. OC6-48-00-18-8F SURGE 4! ____.,, SUPPRESSOR(TVP OF 2) 1\ 1''cc? 6449 B AT&T ERICSSON TO ANE CIPX EXISTING EEL I00 I,I•I,I %` - 1/I RELOCw�ANTENNA TO BE ' e ` ���IN, I.8.....(1:::.;;;•.4.,EXISTING ANTENNAS _ _ EXISTING AT&T ERICSSON «r EL 90'2," ,1.1111 RRU-32 BSO(TVP OF 3) n 7m EXISTING AT&T ERICSSON x1020.11 Or N1M1G0RQAnM 3URN4 NOMRRU-4426 866(TVP OF 3) AP% ENGINEERING DID NOT PERFORM A SITE WALK FOR THIS PROJECT ANY DISCREPANCIES FROM EXISTING CONDITIONS SHALL BE PROVIDED TO APT FOR REVIEW. `__ 1 EXISTING ANTENNA PLAN ® 2 --_�. _. EXISTING AT&T KW 1 ET-X-UW-70-16-70-1B-IR-AT AT&T �I`��q, ANTENNA(TIP OF 6) (3) RET,S(12)EXISTING COAX FIBER MIRK(&(1)PROPOSED DC T4)COS1443 DC IRWIN,RUNK CABLES easrim 4 '•�,, 4i[� ' EXISTING AT&T ERICSSON RRU-32 BSO(tYP OF 3) ' 61!......A 7145 DOCUMENT HAS BEEN /, ELECTRONICALLY SIGNED AND ' / 11lI EXISTING AT&T ANTENNA MOUNT D BY MICHAEL A.PHIUJPS, &_.. 1 PE(/68.312)ON 01/21/25 111! ✓ r, -PROPOSED AT&T TaYCAP USING A DIGITAL SIGNATURE IN ��• `� \\II OCP-48-60-24-6C-EV SURGE ® ACCORDANCE WRH FAC. EXIST"C 148'2 88K NoTOlI ---_- ''_ _...... ...`:,03, \` _ SUPPRESSOR B1G75-23.004,WITH A DIGITAL �. rr / I.4001glr,�lllixi rs,nrl �� ♦�� RRU-4415 (ERIC OF ) _ + PROPOSED AT&T ERICSSON SHEET' INC � REFERE �O BRu npu 1325 3 T1 VERIFY 1!(upr,rr IIIA up;rJ�,��_ - t.-,.N 70 NEW THE SIGNATURE AND 1�'ulJiflrrd'�1/l�j'�l,�I/1/� c —'.l EXISTING AT&T KATHREIN 840 PRINTED COPIES TN S rtrmr,I',•,;rr''7 EL3' I �'rlli�B1'IYA� ��� 123'2 ��� 370966K ANTENNA(TVP.OF 3) DOCUMENT ARE NOT CONSIDERED Ml/ r I SIGNED RED SEALED AND THE /�., j I / E%ISDN4 AT&T ERICSSONIP SIGNATURENY MUST BE VERIFIED ~\` A �\ RRU-4449 135/1312(T1'P OF ON ANY ELECTRONIC COPIES. • c.`\ w 11/1 /. 3) >�y3 'T / DC6-48EXISTING AT&T RAYCAP SURGE N 4.,_Jy = : ' a— �1�OF ) ABNN BOTTOM OF TOWERR� , '4 s'�I i 0MR FIXED ASSET' 10023164 ` 6449 8 ED AT&T ERKS90N& 644P 877 EMETINE ABOVE t PROPOSED NR 8419 877 727 NE TN RgRR g 6 ` :/./� ANTENNA BETON(STACEIED) SONTON BUCK n,wx ,amu.?' ` ,,,..,:v `11..OF 3) 4RRUEXISTING 9 32 1330(TYP.OF 3) EET NAVE BDff: -- EXISTING AT&T ERICSSON ELEVATION AND THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION ANO HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER. RRU-4426 1388(TVP OF 3) ANTENNA PLANS CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE. CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEOUATE TO RESIST THE EXISTING AND PROPOSED 71W NAMFR LOADS. C3 `ELEVATION ® 1 PROPOSED ANTENNA PLAN ® 3, , NA • ‘ 'REV DATE DESCRIPTOR A 11/13/20 PREJYIARY 0 1/21/25 FOR PERMIT I mow AANTENNA10 TEa(rn CW. HELMS=AST AN /SCAR sOEEE3)64401/7713 � - 37096EXISTI66 AANfENET�IATM(TYP 3) <NO 1 .—. f EXISTING AT&T NNNA(1W 840 KATHRDN 3) 1l _ WE PROJECT NO.. 22-037..202 Mum Fly: 0.JDRNSOA CHECKED W YY EXISTING AT&T KwEXISTING AT&T KW IM�,7 Ef-%-UW-70-16-70-18-IR-AT ET-%-UW-/�70r�-16-70-18-IR-A7 n93 CRATING6 Co>.RIARATm MO 6 [ W+i [ ANTENNA(TVP.OF 6) C ANTENNA( OF 6) THE SOLE PROPERTY OF RC OT E0.rt 6 PRODUCED SORELY FOR USE 61 THE LOF0ER NAD NS AFFILIATES. REPROOUCIION OR USE OF T14 DMRRAD MIDIN hRAD CENTER OF EXISTING AT&T ANTENNAS ' ORAD CENTER OF EXISTING AT T NAS /�THE ATION w� V �A W'JTR_I._ R a AMMER ROHM T M FRmTTN EL. 123.* d 1 .— PO6RSSON a M ORND2. apx _ _ _ i.M141,4 t I.1,1, ,t0 0, W .(=>.,-_--- i4411, Tau*.M[...WC 201 WRY..IL 33O2r 1*N)144-1538 Cp1nU.TE 01 YIR001UAI10.324B PROPOSED AT&T ENCSSON AR 8419 6770 ��' ANIFIIN 613.014(IVP.Of 3) APX ENGINEERING DID NOT PERFORM A SITE WALK FOR THIS PROJECT ANY DISCREPANCIES FROM EXISTING CONDITIONS SHALL BE PROVIDED 41111,TO APX FOR REVIEW u EXISTING ANTENNA ELEVATION ® 1 PROPOSED ANTENNA ELEVATION ® 2 ��/ AT&T THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY MICHAEL A.PHIWPS. PE(168312)ON 01/21/25 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 6IG15-23.001.WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST. INC PLEASE REFERENCE SHEET Ti TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ABNN FIXED ASSET 10023164 222 ND 9114 AMAX 001NNM IMAM A.33A30 SHEET TWE ANTENNA ELEVATIONS SW MAMMA C4 ‘(NOT USED) 3 (NOT USED) 4, ` ‘ "IIB• OUE okSDoIMM • A 11/13/34 mammy r o 1/31/39 FOR PENT 6d1-• PROPOSEDPIPE MOUNTING �C�CI BRICIQTS PROVIDED W/ANTENNA MPJ ADD PROJECT 110. 24-0374.162 WAN 6r. O.UO ICON *ECM sr: M AnEY --- PROPOSED OR RELOCATED AT&T IS ANIMA(m) THE SSPROPERTY AW DE OOMMER.IT 0 PRODIIC(0 501f1Y FOR USE W M 0rM[A ND RS AIRMIER REPRODUCTION OR USE K MS OR IRI0 EXISTING ANTENNA MOUNTING PAPE AND/OR THE IDI WHOM MECENVI T M rt 6 rOPASSAN 8111114 M RIUROt i , PFAIASION a M 06111131 • In 630 1 r c , ,,, i apx a. 161•--.' �-16.1'---I .r 401 Wm.1,....r NUDE 204 PLAN VIEW FRONT VIEW "'"'•4-'514 - 2414 V NPHMTAnON 31048 MANUFACTURER: ERICSSON MODEL: NR 5419 B77 WEIGHT 71 LBS l—_ ANTENNA MOUNTING DETAIL NTS 1 ANTENNA SPECS NTS 2 (NOT USED) 3 �� AT&T PROPOSED 2-7/6.0.0.44'-- MOUNTING PIPE(HALF S TEPR01 • p3096[AT&T/ANT.56966 OR APPROVED THIS DOCUMENT HAS BEEN PROPOSED MOl1NTIRM PIPE ELECTRONICALLY SIGNED AND (TIP.) � SEALED BY MICHAEL A.PHILLIPS, PE(#66312)ON 01/21/25 USING A DIGITAL SIGNATUREIN �� ACCORDANCE WFA.C. 0,....0 EXIST NG ANTENNA MOUNT FRANC 61015-23.004,WITH A DIGITAL - (TYP.) CERTIFICATE ISSUED BYNA ENTRUST, INC.PLEASE REFERENCE SHEET ` \ LI Ti TO VIEW THE ES) F RETHI AND VERIFY ITS PROPERTCS. PROPOSED RRU 1100NI NC PMN D COPIES OF TMS DOCUMENT ARE NOT CONSIDERED BRACKET(ROSOIBERGER 13.4'—�. SIGNED AND SFAIED AND THE 220RRtIGS&l[AT&T SIGNATURE MUST BE VERIFIED LI APPROVED ON ANY ELECTRONIC COPIES. SIDE VIEWiii 'N Ali• ` ABNN Lli.....„ RELOCATED AT&T RRU prPJ L PROPOSED CROSSOVER PIAN-.- \(A 1 FIXED ASSET 10023164 IA (SREPROI /BBPM-K2[AT&T 1 �. L /AM.56529),OR APPROVED(TM.OF 2 1 1/ lS�l ?II NE 6M 1bOA1( 60YMUM MOCK R 33.35 Pte-13.4•—.-I I SHEET 1MME gal PLAN VIEW FRONT VIEW nom DETAILS I. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 1 UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS MANUFACTURER: ERICSSON 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT'CONDITION AS DEFINED BY MOM TIROS 4415 B25 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT-CONDITION AS DEFINED BY SHEET NAW ARC. WEICM: 47.4 LBS AISC• `RRA MOUNTING DETAIL as 4 RRU SPECS NTS 5 PIPE MOUNTING DETAIL Nis 6, ` C • S , \ "REY art DESCRIPTION .11 r1-4---- A 11/13/24 WKIIWM V o 1/21/23 FEW PERMIT EXISTING MOUNTING PPE -PROPOSED PROPOSED SUIO[SUMMON POLE MOUNT MOW(PIg11MEp • /��Pik\ BY MANUFACTURER) n ,tea law. +%/ - PROPOSED AT&T SUM APX PROJECT NE.: 24-0.374.162 • \=I% SOA e , •l - DRAWN RP 0�Ja0EON • erC �1\`�% minimmisme - 116 OPARNG S CD'IRCNrm AA S IT P0///• \`�/ L r S NE S01/PROPERTY OF TIECPO PERTLY FOR USE RP TIE �\`co 0 OWNER AND 1E AITUSE / \`�/ AND/OR LATES TION OR USECI MSS CRA/11110 RA CONTAINED IN �Al� ���•, SIDE VIEW °S PERMISSION 1""4"`" n / ] a,JLJ , p tit= 10.2"— rNGINrrrrNO c.ov. 54471 NPANM 44170V44.5176 707 1 UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. PLAN VIEW FRONT VIEW '4-' 7 2 CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A'SNUG TIGHT'CONDITION AS DEFINED BY cF47rcArr or KOMONITATON 37.1 AMC. MANUFACTURER: RAYCAP 3. CONTRACTOR SHALL .STALL SURGE SUPPRESSOR UNIT WITHIN 15 FEET FROM ALL MODEL: OC9-48-60-24-8C-EV - RRH'S WEIGHT• 32.8 LBS SURGE SUPPRESSOR MOUNTING DETAIL N1s 1 SURGE SUPPRESSOR SPECS Nrs 2 (NOT USED) 3 uv AT&T THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY MICHAEL A.PHIUJPS. PE(/88312)ON 01/21/25 USING A(MORAL SIGNATURE IN ACCORDANCE WITH FAC. 61615-23.004.WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST. INC. PLEASE REFERENCE SHEET Ti TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. / 1 ABNN FIXED ASSET. 10023164 222 NE OM/ANNE OOM11N WMA Ft 13433 5EEr NAVE DETAILS SETT Kum \(NOT USED) 4 (NOT USED) 5 (NOT USED) 6• ` C6 • 186 OAR DOCMION A 11/13/24 PREWAMY , o 1/21/25 FOR PERMIT DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES NNERDUCIS MOUNTING HEIGHT MODEL OUAN111Y MODEL SIE QUANTITY LENGTH PER LANE SIZE OLWTTITY DC6-48-80-18-BF 2 ROSENBERGER(18)PAIR FIBER TRUNK 0.39" 3 150'* . 123'± /6/NO CONDUCTOR IMMO DC CALL OW 1 I 1503 2 3 _ CC -4C-LV 1 /8 AWG CONDUCTOR SHIELDED DC CABLE 0 77" 6 150'± ANTENNA CABLES RRU FLIER DIPLEXER APR PROJECT ROA 24-0374.182 SECTOR AZIMUTH RAD ATANA ANTENNA MODEL IANIEI:'U APP RO X. MEGA ELECT CARE MODEL SEff //OF CABLE LENGTH COLOR IIODEL pry. Eppel pry, MODEL TOWER GROUND r DIVAN ft 0.AMMON COMER .LACE , (OTY) , ANTENNA SPECS_,OOWNT1LT DOWNOLT _ C71B1F5. PER UNE CODE QUANTITY QUANTITY tNca®6r: M MET W- 12.O• ROSENBERGER FIBER JUMPER(DC6 TO RRU) 3/8' 1 15' RRUS-32 830 1 - - - - - s 0-6.Y ROSENBERGER SINGLE PAIR DC CABLES(DC6 TO RRU) 7/16" 1 15' TRS OMRPq 6 COP1 I1W MW 6 ALPHA(Al) 345' 123'3 KMW ET-X-8- - - 1 RED - -70-18-IR-AT H-91.7' 1/2'COAX JUMPER{RRu TO ANTENNA) 1/2" 6 1S' RRUS-4478 8214(0) 1 - - - - THE Sou:28 IWXI K TIE OF OP IT WEIGHT 51.0 LBS 7/B"COAX CABLE 7 8" 2 ISO' - - - - - - 6 PRODUCED MID IT NOR USE N 118 OMER MIC.RS MTRMTES W-20.6',2Or R03ENBE:RGER FIBER JUMPER(DC6 TO RRU) 3 8 4 15' - - - - - - - REPRODUCTION W 111E OF R4 u8II ALPHA(A2) 345 123'3 ERICSSON AIR 6449 8770 1 0-8.6'.0.0' - - ROSENBERGER SINGLE PAIR DC CABLES(DC6 TO RRU) 7 16" 2 IS' - - - - - - - DMO/CM 114 of CI1RON 114E WRITTEN CONTMm w M N1f 0770 1 H - 33.1',J.2' 1/2"COAX JUMPER(RRU TO ANTENNA) 1/2' 0 15' 2 RED - - - - - _ PERMSSION R S Wr XC�� woo 74.5.63.7 LBS - _ - _8e W- 14.9' ROSENBERGER FIBER JUMPER(DCB TO RRU) S ' 3 15` RRIb-1449 85/812 1 - - - - - • 0-6.5' _ _ ROSENBERGER SINGLE PAIR DC CABLES(DC6 TO RRU) 7/16" 3 15' - - - - - ALPHA(A3) 345 123'± KA7HREN 840 370966K 1 H-98A' T/2"COAX JUMPER(RRU TO ANTENNA) 1/2' 8 15' 3 RED RRUS-4426 B66 1 - - - - - WEIGHT 86.0 LBS - _ _ - - - - - - - W- 123 NBERGERRSIN FIBER JUMPER(DC6 TO RTO) 3J8" 1 15' a PX ALPIA(A4) 345 121•* KMW ET 70-LIB-IN-T I D-91.7' - _ ROSENBERGER1/' SINGLE PAIR DC(R u TO CABLES TEND TO RRU) 7 I" 1 15' 4 RED _ _ _ _ _ - -70-18-IR-AT H T1.01/2'COAX JUMPER{RRU ANTENNA) 1/2' 6 15' WEIGHT 51.0 LBS 7/8'COAX CABLE 7 8" 2 T54' RRU6�4/6 d26 1 - - - - - I W- 12.0' ROSENBERGER FIBER JUMPER(DC6 TO RRU) 1 /S L15- gip 1 - - - - - c R c 1 R e E 1 R c c 1 o u r BETA(81) 105 123'3 KM PET-X-LVW-70-18 1 0-6.3' _ - ROSENBERGER SINGLE PAIR DC CABLES(DC8 TO RRU) ;;;.6' 1 15' 1 BLUE - - - -- - - - - 1«7114 A FL T31 2t 2R -70-18-R-AT H-91.7' 1/?COAX JUMPER(RRU TO ANTENNA) 12' 6 15' RRUS-4478 814(0) 1 WEIGHT 51.0 LBS 7/8'COAX CABLE 7 8" - 2 150' - - - - - - - MO T«-1>M I w-20.6'.20' ROSENBERGER FIBER JUMPER(DC6 TO RRU) 3 8' 4 15' - - - - - - - CONRr T1 Or NUSSJRAaIWI 31«2 BETA(62) 105' 123'3 ERICSSON AIR 8449 B77D 1 0-8.8'.Sr _ - ROSENBERGER SINGLE PAIR DC CABLES(DC6 TO RRU) 7 16" 2 15' 2 BLUE - - _ - - - - OM Nit 0770 1 H -33.1',�,2' 1/2-COAX JUMPER(RRU TO ANTENNA) 1/2' 0 15' - - - - - - - _ WEIGHT 7-.5W 74.197..3 LBS - - -ROSENBERGER FIBER JUMPER(006 TO RRU) 3f6 3 15' RRUS-4449 85/812 1 - - - - - BETA(83) 105 123'± KARMEN 840 370966K I D- 6.5' _ _ ROSENBERGER SINGLE PAIR DC CABLES(DC6 TO RRU) 7/16" 3 15' 3 BLUE - - - - - - - AX _ `� H -96.0' 1/2'COJUMPER(RRU TO ANTENNA) 1/2' 8 15' RRUS-4426 866 1 - - - - WEIGHT 86.0 LBS - - - - - - - - - - - - C- 12.0' ROSENBERGER FIBER JUMPER(OCD TO RRU) 3/8" 1 15' - - - - - BETA(84) 105 123'3 Kw ET-X-UW-70-16 1 0-6.3" - - ROSENBERGER SINGLE PAIR DC CABLES(DC6 TO RRU) 7)16' 1 15' 4 BLUE - - - - - -- - - - - - - AT&T -70-18-IR-AT H-91 7" 1/?COAX JUMPER(RRU TO ANTENNA) 1 2" 6 15' WEIGHT 51.0 LBS 7/8"COAX CABLE 7 8' 2 154' 1116.19-44111 1129 1 - - - - - W- 12.0' ROSENBERGER FIBER JUMPER(DC6 TO RRU) " 1 15 RRUS-32 830 1 - - _ GAMMA(GI) 220 123'± 101W ET-X-UC-70-18 I D- 8.3' - - ROSENBERGER SINGLE PAIR DC CABLES(DC8 TO RRU) 7 16' 1 15' 1 GREEN - - - - - - - ` ' I-70-18-IR-AT H-91.7' 1/?COAX JUMPER(RRU TO ANTENNA) 12- 6 15' RRUS-4476 814(6) 1 WEIGHT 51.0 LBS 7/8'COAX CABLE 7 e" 2 150' - - - - - - - THIS DOCUMENT HAS BEEN W- 20.6'.:or ROSENBERGER FIBER JUMPER(DC6 TO RRU) '3 8" 4 15' - - - - - - - ELECTRONICALLY SIGNED AND GAMMA(G2) 220 123.3 ERICSSON MR 6449 8779 1 0-8.8'.Si' - - ROSENBERGER SINGLE PAR DC CABLES(DC6 TO RRU) 7 16" 2 15' - - - - - - SEALED BY I2)O MICHAEL A PHIUJ21/25 . M Nth 6770 1 H-33.1•.10.2' 1/?COAX JUMPER RRU TO ANTENNA) 1/2" 0 1S' 2 GREEN - - - - - - PE(/66312)ON 01/21/25 ( USING A DIGITALWITHF,SIGNATURE IN WEIGHT 74.5.633 LBS - - - W- 14.9' ROSENBERGER FIBER JUMPER(OCD TO RRU) 3/8' 3 1S' RRUS-4449 B5/B12 1 - - - _ - _ ACCORDANCE,WITH FAG. ) 61G15-2J.004, A DIGITAL GAMMA(G3) 220 123'3 KATHREN 840 370988K / 0- 6.5' - _ ROSENBERGER SINGLE PAIR DC CABLES(DC6 TO RRU) 7/18" 3 15' 3 GREEN - - - - - - CERTIFICATE ISSUED BY ENTRUST. H-96.0' 1/2'COAL JUMPER(RRu TO ANTENNA) 1/2- 6 15' RRUS-4426 966 1 INC.PLEASE REFERENCE SHEET WEIGHT 86.0 LBS _ - - - - - _ _ _ _ _ Ti TO VIEW THE SIGNATURE AND W- 12.0' ROSENBERGER FIBER JUMPER(OCD TO RRU) 3/8" 1 15' - - - - - - - VERIFY ITS PROPERTIES. 0-6.3' ROSENBERGER SINGLE PAIR DC CABLES(DC6 TO RRU) 7/16" 1 15' - - - MW ET-X-UW-70-18 1 - _ PRINTED COPIES OF TNI$ GAMMA(GA) 220 123'3 K - -- 4 GREEN - - _ - _ _ _ DOCUMENT ARE NOT CONSIDERED -70-18-IR-AT N-917' 1/2'COAX JUMPER(RRU TO ANTENNA) I/2 6 15' I SIGNED ANO SEALED AND THE WEIGHT 51.0 LEIS 7/8'COAX CABLE 7/8' 2 150' IMUS-4415(III 1 - - - - - SIGNATURE MUST BE VERIFIED TOTAL EX51140 12 TOTAL FW JUMPER(DC6 TO RRU) 3/5' 27 405' 10TAL 15 TOTAL - TOTAL - - ON ANY ELECTRONIC COPIES. TOTAL REMOVED 0 TOTAL PROPOSED 3 TOTAL SINGLE PAR DC POWER CABLES(006 TO RRU) 7/16' 21 315' • • OVERALL TOTAL is TOTAL COAX JUMPERS(RRU TO ANTENNA) 1/2' 60 900' ABNN TOTAL COAL CABLES 7/8' 12 1,800 FIXED ASSET. 10023164 TOTAL RET JUMPERS 5/16' 9 90' 222 NE NA MOM Eo1NOOR IRI.It 33435 TOTAL RET CABLES 5/16' 3 450' swET HWE EQUIPMENT SCHEDULE 4EET 86 ANTENNA AND CABLE SCHEDULE 1 C7 \ eIEV DUE OQWTUI ` 'A H/13/24 PMSA MRY 0 1/21/78 FCR PENT GROUND BAR— -.COPPER CONDUCTOR (TSP) [ -J AIX PARC(NO.: 24-0371.112 e. DRANk 17(: 0.J01115 F PROPOSED AT&T MOCKING PPE ORI m: N.MRS P•) 3/6'SS WASHER \ 0086 3/8'. 3/4'55 BOLT THE SOLE 2 AV INNCOOTRWIRED ER.II °°88 S PRODUCED SWAY FOR 051 AN 124E O�DaO °p55 REVR0OSCI1i1O OR USC OF MIS Co85 AND/OR IOR)I MIIHQI7 1 *07110 PROPOSED AT&T RRu Dp50 0° 'MISSION Cr THE oRREn. (TM.) �°;50° o 11111 3/e'S5 WASHER h�' 7ED IONTIT 1MYfM AND 3/8'SS LOCK WASHER a PX 3/8'SS NUT -A ,_� 26101.4212121G 0102v �..,1 11R,Y1M YMYv SURF 2fq ( `�j) __...PROPOSED AT&T ACTIVE w.r1l,n 3X12, ANIEINA(IUP.) as.>,.1_153e \ ` - wRnu0 Or umamATOD 31*F \ \ t'lI \ V \\`\ 411110\\`` ` /i'� GROUND BAR DETAIL NTS 2 \`1� ) / / / / / 1 RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHARGES, SUBSTI UTIONS BETWEEN WORK AS SPECIFIED AND _� —� -// THE CONINSTALLEDSTRUCTION MANAGER UPON COMPLETION OF CONTRACT PROJECT WHICH SHALL BE TURNED OVER TO AT&T E.) EXISTING GROUND BAR(TSP.) ei, '_ -.F. 2. GUARAMEE/WARRANTY: GAURANTEE INSTALLATION TO BE FREE OF DEFECTS. SHORTS, GROUNDS. ETC. FOR A `°o l`' PERIOD OF ONE YEAR FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY 3 ALL TIE WRAPS SHALL BE CUT FLUSH WT H APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. THIS DOCUMENT HAS BEEN PROPIiED ANO SOLD CME-- ELECTRONICALLY SIGNED AND OR pEDI COATED 4. ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E.RIGID PVC SCHEDULE 40.OR RIGID PVC SEALED BY MICHAEL A PHILLIPS, STRANDED TUNED COPPERSCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL.DAMAGE)SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. PE(/68312)ON 01/21/25 L COOR(TYP.) USING A DIGITAL SIGNATURE M 5. LIQUID-TKA(T FLEXIBLE METALLIC CONDUIT (UOUID-TETE FLEX) SHALL BE USED INDOORS AND OUTDOORS. WHERE ACCORDANCE WITH FAC. VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 61G15-23.004,WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST. 6. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN INC. PLEASE REFERENCE SHEET DOWNWARDS;SHALL BE PANDUIT TYPE E (OR EQUAL)'AND RATED NEMA 1 (OR BETTER) INDOORS,OR NEMA 3R VERIFY ITS TI TV RIEW TSE SIGNATURE ANO (OR BETTER)OUTDOORS. PRINTED COPIES OF 11415 7 EQUIPMENT CABINETS. TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY DOCUMENT ARE NOT CONSIDERED COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50.AND RATED NEMA IOR BETTER) INDOORS.OR NEMA 3R SIGNED AND SEALED AND THE ( SIGNATURE MUST BE VERIFIED (OR BETTER)OUTDOORS. ON ANY ELECTRONIC COPIES. 8 METAL RECEPTACLE SWITCH. AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY-COATED. OR NON-CORRODING; / \ SHALL MEET OR EXCEED UL 514A AND NEMA O5 I; AND RATED NEMA 1 (OR BETTER) INDOORS, CR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. ABNN 9 NONMETALLIC RECEPTACLE SWITCH.AND DEVICE BOXES SHALL MEET OR EXCEED NEMA 05 2.AND RATED NEW 1 (OR BETTER)INDOORS.OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. FIXED ASSET 10023164 222 IC iA moue 1111102 RAOI R 33439 SHEET 1NME GROUNDING DETAILS AND NOTES SHEET 1P/MRR Nrs 1 GROUNDING NOTES 3 E 1 \GROUNDING DIAGRAM / / • ` 'IAV DME oncar110N ` )(EYNOIE LEGFNO A ,1/,3/2 PIEtADIARY ERICSSON RRU BREAKER REOUIREMEMS I -48V OC POWER PLANT. CONTRACTOR TO VERIFY CORRECT BREAKER SIZE 6 1/21/28 FOR FORM ERICSSON RADIO BREAKER SIZE TECHNOLOGY IS INSTALLED FOR EACH RRU PER CHART RRU 32 866 30 AAP DC AWS(2100) 2 RACK MOUNTED RAYCAP DC SURGE PROTECTOR. RRV 32 830 20 AMP DC WCS(2300) RRU 32 B2 30 AMP DC PCS(1900) pj ® ® QS O © 3. TOWER MOUNTED RAYCAP FIBER AND DC DISTRIBUTION UNIT. RRU 11 25 AMP DC VARIOUS BANOS(700(812],850(85). 1900(82).2100(84]) 4. /8 AWG SHIELDED CONDUCTOR(WR-VG82ST-BRDA). RRU12 a.A2 25 AMP DC VARIOUS BANDS(850(85). 1900(821 2100[94]) S. DC TRUNK CABLE FROM RACK MOUNTED RAYCAP SURGE PROTECTION 1.11117RRU 4402 866/925 10 AMP DC PCS(1900),AWS(2100) TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. RRU 4415 B25 25 AMP DC 1900 .--N- -p--( 3 0 I 4476 814 I 6. DC CABLE ROUTED TO RRH UNITS. _X PRO=NO.. 24-0374.182 RRU 4415 830 25 AMP DC 2300 DRAM um 0.JOHN RRU 4426 866 30 AMP DC 2100 ' E i-9- '-e-1 4416 646 1 7 /12 ANC SHIELDED CONDUCTORS(WR-VGI22ST-BRDA). , GRp¢D BN. Y.ICY , R18.14455 15 AMP AC 1900/2100 PROVO R10 6 CbllRplRm ND 6 RRU 4478 812 25 AMP DC 700 ~,^ ` 1 � RRU-32 830 M SME IS Of M ORPER.0 H^ — -- RRU 4478 814 25 AMP DC 700 x 1— LAIR 6449 87701 TS PRODUCED SOLEGOR USE BY M DOER MD IIS MTRNIES. RRU 4478 BS 25 AMP DC 850 REPROCVCOR USE Cf DRS MOM PMD11E RIFORMADON COMM MM RRU E2 829 25 AMP DC 700(829 Tx ONLY) •—'"------------C r --Pit 0411!7701 R 6 ROI600I71%OMR M SWIM PE R ISMCw OF M wet RRU 4449 85/8122 x 30 AMP DC 700/650 0.--r",---( �— 4449 BS/B12 1 •. 1 RRU 8843 82/86868 2x30 MAP DC 1900/21100 RRV 4460 82/866 2 x 40 AMP DC 1900/2100 AIR 6488 848 35 AMP DC CBRS 3.55-3.7 GHz .-f"--.------------( --I 4426 986 I AIR 6449 877 50 AMP DC C BAND 3.3-4.2 4-3 — a px AR 6419 877 50 AMP DC 877G Oo0 SUB RAID 3.h3.8 CHt 7 RRU 8863 877 50 AMP DC C 6ANI)3.8-4.2 GHz O DUAL MR 6464 2x50 AMP DC C BAND 3.4 GHz 20A LTE �J.-. DOTALUIN6INEE RING GROUP RADIO 4467 45 AMP DC N77 DUAL C-BAND 3.45 GHz UNIT .u7.* 821 R. 701 RADIO 4490 50 AMP DC 85/812 DUAL BAND )744-1776 RADIO 4406 10 AMP AC& 15 AMP DC 3.45 CHz FICO RADIO COMMIE Cr.11110111710101,2102 RADIO 4890 50 AMP DC 82-85/866 6472 877G/1377M 50 AMP DC 877G/877M 4111110V DC RISER DIAGRAM AT&T ...,,..Loa..... DOD Des*, .,,uw.o.,u..> 0400•O IA ]'•-, DOCt1R1ENT HAS BEEN • ELECTRONICALLY SIGNED AND • • . ..,.....w,,.. *AM...R.a... ,.RN.N8,0). AMMO aM.w.3 .,...,.•.,•••• PESEALE(#688312ElY M))OONl 01/21/2Ps. •,,--,�• j•� e - - - - - _ USING A DIGITAL SIGNATURE IN ... __ x I-- ACCORDANCE WITH F.A.C. ,^, • CERTIFICATE ISSUED 81'4 DIS. . 1 o .••. I • :; . : i •� INC.PLEASE REFERENCE SHEET �,i ' ,. -- f Tt TO NEW THE SK.71ATURE AND ww ww 111 1 VERITY ITS PROPERTIES. r ( L- L. `1 I I L. PRIMED COPIES OF THIS • _ _ ., DOCUNEM ARE NOT CONSIDERED SIGNED SEALED AND THE - d�v7 Mill :-.� SK:NATUREOMUST BE VERIFIED - ^ ( ON ANY ELECTRONIC COPIES. III III — I ABNN 1 1 1 Ma .... .. 1R. ... If ,�,.- T T / 9 -..- FIXED ASSET; 10023164 ` 222 K 4M MORR maw 11.1 :'i;� RaRR6N ROCK ft 1X77 III - SHEET wet Note w Note. w raR, Mr rye. _ �� N..wwM«.w.R. _ W PLUMBING DIAGRAMS . MET IPAAEA ALPHA DIAGRAM NTS 2 BETA & GAMMA DIAGRAM 3 (NOT USED) 4E2 ` , ` , CITY OF BOYNTON BEACH May 1,2025 Page 2 [Enclosures] P.S. Please indicate below if you are interested in learning more about removing the obligation for you to sign these consent letters and receive a notice letter instead. ❑ (check here)Yes,I'm interested in learning more. 693365-AT&T Mobility The Foundation for a Wireless World. CrownCastle.com