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verizonv VERIZON SITE NUMBER: 131457 BUSINESS UNIT #: VERIZON SITE NAME: WEST MIDWAY SITE ADDRESS: SITE TYPE: SELF SUPPORT TOWER COUNTY: SELF SUPPORT TOWER HEIGHT: 245'-0" JURISDICTION: Z1o$-oszcib Zlld - CPS 72 800642 16800 OKEECHOBEE RD.,FORT-PIER�C•E;�FL 34945 ST. LUCIE ST LUCIE COUNTY VERIZON: MOD;4G_850,4G AWS,4G_PCS, 5G_L-Sub6-Prep,5G_PCS,5G_Radio Swap SITE INFORMATION CROWN CASTLE USA INC. SITE NAME: FL WEST MIDWAY CCI 800642 SITE ADDRESS: 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 COUNTY: ST. LUCIE MAP/PARCEL #: N/A AREA OF CONSTRUCTION: EXISTING LATITUDE: 27° 22' 53.30" LONGITUDE: -80° 29' 48.40" LAT/LONG TYPE: NAD83 GROUND ELEVATION: 20 FI' CURRENT ZONING: N/A JURISDICTION: ST LUCIE COUNTY OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: IIB A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, PROPERTY OWNER: N/A TOWER OWNER: CROWN CASTLE USA, INC. 2000 CORPORATE DRIVE CANONSBURG, PA 15317 CARRIER/APPLICANT: VERIZON WIRELESS 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 SCOTT HENZE - REAL ESTATE SPECIALIST SCOTT. HENZE@ VERIZ ON\V IRELESS. COM ELECTRIC PROVIDER: FP&L N/A TELCO PROVIDER: FIBER APP N/A PROJECT TEAM A&E-FIRM: P. MARSHALL & ASSOCIATES, LLC. 6801 PORTWEST DR. - SUITE 100 HOUSTON, TX 77024 SENIOR ENGINEER - PAT MARSHALL, PE PROJECT ENGINEER - REESE MINOGU CROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 USA INC. DISTRICT BIRMINGHAM, AL 35244 CONTACTS: CORRIE BASS - PROJECT MANAGER (770) 375-4928 N/A - CONSTRUCTION MANAGER N/A NOTES: • CONTRACTORTO CONFIRM LATEST RFDS VERSION WITH VERIZON PRIOR TO WORK COMMENCEMENT. • PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER DRAWING INDEX SHEET # SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERAL NOTES C-Ll SITE PLAN C-1.2 EQUIPMENT PLAN C-2 TOWER ELEVATIONS & ANT. ORIENTATION C-3 ANTENNA SCHEDULE C-4 EQUIPMENT DETAILS C-5 EQUIPMENT DETAILS C-6 EQUIPMENT DETAILS C-7 EQUIPMENT DETAILS C-8 EQUIPMENT DETAILS G-1 ELECTRICAL & GROUNDING SITE PLAN G-2 ELECTRICAL ONE LINE & LOAD ANALYSIS PLAN G-3 GROUNDING DETAILS G-4 GROUNDING DETAILS ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 11' X 17'. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. CONTRACTOR PMI REQUIREMENTS PMI ACCESSED AT https://pmi.vx%vsmart.com SMART TOOL VENDOR PROJECT NUMBER 10039204 VzW LOCATION CODE (PSLC) 131457 *** PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT J MOUNT MODIFICATION REQUIRED N VzW APPROVED SMART KIT VENDORS REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR VzW SMART KIT APPROVED VENDORS PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. TOWER SCOPE OF WORK • REMOVE (2) 1-5/8" COAX CABLE • REMOVE (3) BAIST • INSTALL (3) VZW LSUB6 ANTENNA / RRH • INSTALL (3) ERICSSON 8843 RRH • INSTALL (3) ERICSSON 4449 RRH • INSTALL (2) RAYCAP OVP-12/6627 • INSTALL (2) 12X241-5/8" HYBRID CABLE • INSTALL (3) JMA DBC 67C U-2SF DIPLEXER GROUND SCOPE OF WORK • REMOVE (1) ERICSSON 6101 CABINET • REMOVE (1) 30KW LP GENERATOR • REMOVE (1) 200A ATS, NITS AND PPC PANEL • REMOVE (3)'BASE BATTERY CABINET • INSTALL (1) CONSOLIDATED EQUIP & POWER CABINET • INSTALL (1) BATTERY CABINET • INSTALL (1) INTERSECT 200A ILC • INSTALS. (1) GENERAC 50KW SSM LP GENERATOR TOWERS AND ANY ACCESSORY BUILDINGS SHALL RETAIN THEIR SILVER/GREY FACTORY FINISH, OR SUBJECT TO ANY APPLICABLE STANDARDS OF THE FAA, BE FINISHED OR PAINTED IN STEALTH OR NEUTRAL TONE COLORS, SO AS TO REDUCE VISUAL OBTRUSIVENESS. SEE CHAPTER 07.10.23 (G) OF ST LUCIE COUNTY LAND DEVELOPMENT CODE. ELECTRICAL NOTE: NO NEW AC ELECTRICAL WORK IS CAPTURED WITHIN THIS PROJECT SCOPE. ALL ELECTRICAL UPGRADES AND OR WORK WILL BE HANDLED BY THE GENERAL CONTRACTOR AND PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL REQUIREMENTS. EMERGENCY NOTE: NO EQUIPMENT PROPOSED WITHIN THE PROJECT SCOPE SHALL BE USED FOR EMERGENCY RESPONSE. r LOCATION MAP 60 c n ur r !i sa ;- 713 Fort,PiercNoilh e, Lr .:n Foi ce SITE ID: U1457 70 LATE 27' 22'53.30' ✓� J LONG: -80' 29' 48.40'�' <.1 L\ a� White City`] l r :, " 'Rived Park. 1, 70 Port St: Lucie... Goo .lei r 9 �, Map data ©2021 Goodie NO SCALE APPLICABLE CODES/REFERENCE DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH REFERENCE DOCUMENTS: THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO STRUCTURAL ANALYSIS: TOWER ENGINEERING PROFESSIONALS, PERMIT WORK NOT CONFORMING TO THESE CODES: 213081-523189 DATED: 11/18/2021 CODE TYPE CODE MOUNT ANALYSIS: ENGINEERED TOWER SOLUTIONS, PLLC, BUILDING 2020 FLORIDA BUILDING CODE, 7I'H EDITION - BUILDING PROJECT # 21090871.51R5986 2018IBC W/ AMENDMENTS DATED: 03/12/2021 MECHANICAL 2020 FLORIDA BUILDING CODE, 7I'H EDITION - MECHANICAL ORDER ID: 541111 2018IMC W/ AMENDMENTS REVISION: 3 ELECTRICAL 2020 FLORIDA BUILDING CODE, 7I'H EDITION - ELECTRICAL REDS REVISION: N/A 2017 NEC (NFPA 70) DATED: 3/2/2021 ANALYSIS CRITERIA: APPLICABLE CODES: TIA-222-H / ASCE 7-16 'y�y WIND SPEED: V = 155 MPH (ULTIMATE 3 SECOND GUST) Lx `3S EXPOSURE CATEGORY: C ` ,-VIEWEDRISK CATEGORY: I F�FOR TOPOGRAPHIC CATEGORY: lI .IAI��I� It CREST HEIGHT: 0 CODE CO P `� Kzr= 1.0 �d SEISMIC RESPONSE: NA ST. L CIE C O U N CALL FLORIDA ONE CALL 0 4./ (800) 432-4770 0 w O C C CALL 3 WORKING DAYS INL•id ■4s/1 BEFORE YOU DIGI vermizonv 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 Po P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER: 131457 BU #: 800642 WEST MIDWAY CCI 8001 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q 1 06/11/2021 SR ISSUED FOR PRELIMS RAM 2 07/20/2021 SR ISSUED FOR PRELIMS RAM 3 08/02/2021 SR ISSUED FOR FINALS RAM 4 09/21/2021 SR REVISED FINALS RAM 5 11/19/2021 SR REVISED FINALS RAM W MA Qom:' No.53573 ST OOF lV �Il�li�ill+ PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: T-1 5 H A v RECEIVED OCT 04 2021 verizonv �, �cn71t#hta� VERIZON SITE NUMBER: 131457 BUSINESS UNIT #: 800642 VERIZON SITE NAME: WEST MIDWAY SITE ADDRESS: 16800 OKEECHOBEE RD.,FORT PIERCE, FL 34945 SITE TYPE: SELF SUPPORT TOWER COUNTY: ST. LUCIE SELF SUPPORT TOWER HEIGHT: 245'-0" JURISDICTION: ST LUCIE COUNTY VERIZON: MOD;4G_850,4G AWS,4G_PCS, 5G_L-Sub6-Prep,5G_PCS,5G_Radio Swap. r — SITE INFORMATION L CROWN CASTLE USA INC. SITE NAME: FL WEST Mlb\* IAV GCI.800 42Ml- 1 f SITE ADDRESS: 16800 OKEE --klpp E,J D. FORT PIERCE,TM;34946' __ -- COUNTY: ST. LUCIE M1 D MAP/PARCEL #: N/A e .•��� AREA OF CONSTRUCTION: EXISTING LATITUDE: 27° 22' 53.30" k LONGITUDE: -80° 29' 48.40' 9� LAT/LONG TYPE: NAD83 GROUND ELEVATION: 20 FT CURRENT ZONING: JURISDICTION: N/A t ST LUCIE C1,11 OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: IIB A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROPERTY OWNER N/A TOWER OWNER CROWN CASTLE USA, INC. 2000 CORPORATE DRIVE CANONSBURG, PA 15317 \VERIZON CARRIER/APPLICANT: WIRELESS 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 SCOTI' HENZE - REAL ESTATE SPECIALIST SCOTT.HENZEQ VERIZON WIRELESS. COM ELECTRIC PROVIDER FP&L N/A TELCO PROVIDER FIBER APP N/A PROJECT TEAM A&E FIRM: P. MARSHALL & ASSOCIATES, LLC. 6801 PORTWEST DR - SUITE 100 HOUSTON, TX 77024 SENIOR ENGINEER - PAT MARSHALL, P.E. PROJECT ENGINEER - REESE MINOGUE CROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 USA INC. DISTRICT BIRMINGHAM, AL 35244 CONTACTS: CORRIE BASS - PROJECT MANAGER (770) 3754928 N/A - CONSTRUCTION MANAGER N/A NOTES: • CONTRACTOR TO CONFIRM LATEST-RFDS VERSION WITH VERIZON PRIOR TO WORK COMMENCEMENT. • PRIOR TO ACCESSING/ENTERING TI-IE SITE YOU MUST CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER L— DRAWING INDEX SHEET # SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERAL NOTES C-1.1 SITE PLAN C-1.2 EQUIPMENT PLAN C-2 TOWER ELEVATIONS & ANT. ORIENTATION C-3 ANTENNASCHEDULE C4 EQUIPMENT DETAILS C-5 EQUIPMENT DETAILS C-6 EQUIPMENT DETAILS C-7 EQUIPMENT DETAILS C-8 EQUIPMENT DETAILS G-1 ELECTRICAL & GROUNDING SITE PLAN G-2 ELECTRICAL ONE LINE & LOAD ANALYSIS PLAN G-3 GROUNDING DETAILS G-4 GROUNDING DETAILS ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 11' X 17'. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITI-I THE WORK OR BE RESPONSIBLE FOR SAME. CONTRACTOR PMI REQUIREMENTS PMI ACCESSED AT SMART TOOL VENDOR PROJECT NUMBER — VzW LOCATION CODE (PSLC) https://pmi.v ssmart.com 10039204 131457 •*• PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT MOUNT MODIFICATION REQUIRED I N i VzW APPROVED SMART KIT VENDORS REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR VzW SMART KIT APPROVED VENDORS PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. TOWER SCOPE OF WORK • REMOVE (2) 1-5/8" COAX CABLE • REMOVE (3) BAIST • INSTALL (3) VZW LSUB6 ANTENNA / RRH • INSTALL (3) ERICSSON 8843 RRH • INSTALL (3) ERICSSON 4449 RRH • NSTALL (2) RAYCAP OVP 12/6627 • INSTALL (2) 12X241-5/8" HYBRID CABLE • INSTALL (3) JMA DBC-67C-U-2SF DIPLEXER GROUND SCOPE OF 1V0RK • REMOVE (1) ERICSSON 6101 CABINET • REMOVE (1) 30MV LP GENERATOR • REMOVE (1) 200A ATS, MTS AND PPC PANEL • REMOVE (3) BASE BATTERY CABINET • INSTALL (1) CONSOLIDATED EQUIP & POWER CABINET • INSTALL (1) BATTERY CABINET • INSTALL (1) INTERSECT 200A ILC SILVER/GREY FACTORY FINISH, OR SUBJECT TO ANY APPLICABLE STANDARDS OF THE FAA, BE FINISI IED OR PAINTED IN STEALTH OR NEUTRAL TONE COLORS, SO AS TO REDUCE VISUAL OBTRUSIVENESS. SEE CHAPTER 07.10.23 (G) OF ST LUCIE COUNTY ELECTRICAL NOTE: NO NEW AC ELECTRICAL WORK IS CAPTURED RCRTHIN THIS PROJECT SCOPE. ALL ELECTRICAI. UPGRADES AND OR WORK WILL BE HANDLED BY THE GENERAL CONTRACTOR AND PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL REQUIREMENTS. EMERGENCY NOTE: NO EQUIPMENT PROPOSED WITHIN THE PROJECT SCOPE SHALL BE USED FOR EMERGENCY RESPONSE. LOCATION MAP 713 v _, >f W Fort;'le ce�', North _ a l I2 ¢k .b Fort �i rr - KID: 131457 - 70 ± 1. LAT 27' 22' 53.30• I LONG: -80. 29' 48.40,- .. 70 White City Z RIVbr,Park LL; 70 Port,St .Lucre Map,data ©2021 Google 9:.. NO SCALE APPLICABLE CODES/REFERE] ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO _- PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING 202 FFLORIDA BUILDING CODE, 7TH EDITION - BUILDING 2018 IBC W/ AMENDMENTS MECHANICAL 2020 FLORIDA BUILDING CODE, 7TH EDITION - MECHANICAL 2018 IMC W/ AMENDMENTS ELECTRICAL 2020 FLORIDA BUILDING CODE, 7TH EDITION - ELECTRICAL 2017 NEC (NFPA 70) ANALYSIS CRITERIA: APPLICABLE CODES: TIA-�?r) H / ASCE 7-16 WIND SPEED: V = 155 MPF-1(ULTIMATE 3 SECOND GUST) EXPOSURE CATEGORY: C RISK CATEGORY: II TOPOGRAPHIC CATEGORY: 1 CREST HEIGHT: 0 Kz = 1.0 SEISMIC RESPONSE: NA verizonvl 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 PPM P. MARSHALL & ASSOCIATES 6801 PORTRC'EST DR STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER: 131457 BU #: 800642 WEST MIDWAY CCI 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q 1 06/11/2021 SR ISSUEDFORPRELIMS RAM 2 07/20/2021 SR ISSUED FOR PRELIMS RAM 3 08/02/2021 SR ISSUED FOR FINALS RAM 4 09/21/2021 SR REVISED FINALS RAM - •.-GEN Fsy aQ ' No. 5357 _ 1 ATE OF lV • ��ORI-OP.��� "ONAl- , I'i111I I t 11' PATRICK W. MARSHALL, PE REGISTEIJED, ENGINEER STATE'.OF FLORIDAIj(053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATIOTI OF LAW FOR ANY PERSON, VNLFS,S THEY A�E ACCING UNDER THE DIRECTION 1. OFALICENSh PROFESSIONALENGINEER, s '' TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: T-1 4 J A CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: NOTICE TO PROCEED- USA INC. WRITTEN NOTICE TO PROCEED NIP 1 D NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE (NIP) AND THE ISSUANCE F G THE SITE YOU MUST CONTACT THE CROWN 0 A PURCHASE ORDER. PRIOR TO ACCESSING EMERIN USA INC -CONSTRUCTION MANAGER. CASTLE NOC AT 0-788 7011 & THE TOWN CASTLE USA INC. 80 E C 2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION. MOUNT REINFORCEMENTS. AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CUMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS'MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT UNITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE A REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT E COMPLETED, ALL ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. 4. ALL CONSTRUCTION MEANS AND M G BUT NOT UMITED TO ERECTION PLANS, RIGGING PLANS METHODS; INCLUDING ,CLIMBING PLANS, AND RESCUE PLANS SHALL BE.THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A OUAUFIED ENGINEER -FOR CLASS IV CONSTRUCTION TO CERTIFY THERE S IN ACCORDANCE WITH ANSI W-322 (LATEST SUPPORTING STRUCK LATE EDITION). () /T ( 5. ALL SITE WORK TO COMPLY WITH - - 68 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES 0 R QAS STD 100 N CROWN CASTLE USA INC. TOWER SITE" CED T - 9 "STANDARD FOR INSTALLATION OF MOUNTS AND APPURTENANCES," AN S D 102 4 CES, D LATEST VERSION OF ANSI/TIA-1019 A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. ORDINANCES AND APPLICABLE REGULATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. 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 CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRIVING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW, THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E)- CONSTRUCTION SAFETY PROCEDURES. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABIUZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18. CONTRACTORS SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES FOR EROSION AND SEDIMENT 1 CONTROL 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERWS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER: VERIZON TOWER OWNER: CROWN CASTLE USA INC. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPUCITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE All MEASURES NECESSARY FOR PROTECTION OF UFE AND PROPERTY DURING`CONSTRUCTION. SUCH C. SITE VISITS -.BY THE ENGINEER OR HIS MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0, BRACING, FORMWORK, SHORING, ET REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURALfOBSERVATION OF, THE FINISHED STRUCTURE ONLY. f`, . OBSERVATION fF, - 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVERrGENERAL`iNOI;ES AND�TYPICALNDETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PRQJECTcAND/OR•AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERA44NOTE5,iMbR-SPECIFICATIONS.,THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT`,THE ENGINEER OF'RECORDy1: 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMEN7S.dNA•THE. DRAWINGS TO ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE-50LE.RE-SPONSIBILItt OF THE .CONTRACTOR, TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN.IN THEE,(ONSTRU_CTODN,DRkWINGS'PRIOR•TG,FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF ITlIS;DETERMINEt)gHAT iHERErARE DISCREPANCIES AND/OR CONFUCIS WITH THEC N T DRAWINGS T ENGINEER R T ' NO FI A SON AS POSSIBLE 0 S RUCTION 0 NGS HE ENG EE OF RECORD IS 0 BE TI ED S 0 7 / T FAMIUARI E WITH THE EXISTING CONDITIONS 6. PRIOR TO THE SUBMISSION OF BIDS THE BIDDING CONTRACTOR SHALL -VISIT THE CELL SITE 0 Z TIlONS 03 -a 0. W A W. T RAWINGS ANY:. DISCREPANCY FOUND S AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED ASt SHO N ON THE CONSTRUC ION D HALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. +y,J.' �_ 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCCORDANCE WITH ALL PPLICABLE,CODES,- REGULATIONS?AND, ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE.NOTICES .AND COMPLY,-,1%VITH ALL LAWSS; ORDINANCES; RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING'THE P.ERFORMANCErOF`(,T�HEWORK.LL4WORK �CARRIED';OUT SHACLaaCOMPLsf WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATION$ ANQOCAL'WRISDICTIONALi.CODES OROINANL"ANDAP.PLICABLE REGULATIONS. �' t, .f . yrs_t A 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING.(MATERyIAL�S;' EQU]Pf.IENT! APPURpT,ENANCES AND LABOR. NECESSARY ?TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE.-VMNGgr �IT'rS '�' yy;;j; '.� .5.�.. _...�+ 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND.IJATERIALS�IN ACCORDANCE; W�ITHaMANUFAGTURERS RECOMfdENDAT(ONS(UNLESS. SPECIFICALLY STATED OTHERWISE. y, ;,-+L'.y "'''f ,t-,�?yi`'§_+ "�.`rr'%ji�`si^'!'- yF - 10. IF THE SPECIFIED EQUIPMENT CAN NOT!BE INSTALLEDIASISHOWUgTHESE„DRAWINGSRTHE .CONTRACTOR-SHALL'PROPOSE AN ! ALTERNATIVE INSTALLATION FOR APPROVAL BY THET BIER AND+CROWN CASTLE2PRIOR T„Oy,PROCEEDING WITH. ANY SUCH CHANGE OF INSTALLA_QON. \, - : jzt±_., ''`ate 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION ,AN DE7ERMINEiTTHE-I E OUTING %ALL CONDUITS!FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN-THE-POWER:TEL ,SAND GROUNDINGTPIANIDRAWINGSS �' '- { 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS)- PAVEMENTSACURBSj, DSCAPING:AND'STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTIO OF- *ROWN'CA- SUSAA INC:; LT { 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF AL,SCRAP,iSMTERIALS�SUCHKA54COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE'RETURNED TOTTHE*o'OWNER S'TDESIONATEDIL C ATION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH' AND 'gDEBRIS,SHOULDEBEFREMO"IFROM :STE ON A DAILY BASIS. F P �e 4 1: 4 _ ::UNLESS NOTED OTHERWISE,- SOIL, BEARING PRESSURE •SALLj CONCRETE SHALLAi VQA`,.MINIMUM COMPRESSIVE THAN 90 MINUTES SFIAL RXPSEIFROM BATCH TIME ('`:TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90-f y CONCRETE EXPOSED T07FREEW-THAW CYCLES SHALL ra$OA SIZE OF AGGREGATE-AND=1` ":ASS EXPOSURE,(\ .1 336, ASTM A184, ASTM •A185,� t1F ,FFr , DESIGN AND AT 28 DAYS, UNLESS NOTEDOTHERWISE. NO`M S APPROVED BY THE ENGINEE91OF RECORD.."' 5 " 'ALL STEEL REINFORCING'SHALL CONFORMtTO ASTM.fA615•"ALL WELDED WIREFABRIC I(WWF)VSHALL CONFORM TO-ASTM A185: ALL' SPLICES �' SHALL BE CLASS B" TENSION SPLICES UNLESS NOTED-OTHERWISE',ALL HOOKS-SHALLL BE-.STANDARD-90 DEGREE HOOKS;UNLESS NOTED A t - OTHERWISE YIELD STRENGTH �(Fy), OF STA�DARD:,DEFORMED BARS AREfAjt FOLLOWS: L.-j,4_BARS AND=SMALLER............................................. ..:........' 40 ksi r7_ 7 #5 BARS.AND LARGER.............................................................ks--�ti 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCINGSTEEL UNLESSSHOWNOTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ' 3 - CONCRETE EXPOSED TO EARTH OR WEATHER'''L 1, / #6 BARS AND LARGER'.. l .. 2 ! / #5 BARS AND SMALLER. - CONCRETE NOT EXPOSED T0; EARTH'OR WEATHER: T J{s SLAB AND WALLS >� d ... 1 BEAMS AND COLUMNS°..' '-.7.."/ ..._ f .: ?-- 7 `-1 1/2 7. A TOOLED EDGE OR A /4 CHAMFER SHALL BE PROVI`D�ED`AT� ALL EX-F41, !6SED EDGES(OF CONCRETE; UNLESS NOTED,OTHERWISE, IN ACCORDANCE WITH AC101 SECTION 4.2.4.TiC' 'S,'- t--^� Afs roti j -7 _ GREENFIELD GROUNDING NOTES: I. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, UGHMING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW, GRADE, BY TWO OR MORE-COPP%R 80141)N ,CONDUCTORS IN ACCORDANCE WITH THE -NEC. - ,Y a . _ 2. THE CONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL`1FURNISH AND:INSTALL SUPR).EMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. h�_-�, '' -�i,;•yy', �I 4. METAL CONOUT3. THE OR IS AND TRAY SHAIBLEFOR PROPERLY BE GROUNDED ANDSEQUENCING OMADE IELE TROCALLY CONTNUOUSUNDING AND RWITHUND LISTED NDUIT BONDINGTALLATION AS FTITINGS OR BY BONGING A OSSPREVENT ANY STHEFD SCONTINUYRYNWITIIjH,E� 6R COP,PER1W RE AP ROVED 'OR 6RO11_ND 10 NGONDUIT AND 'NPE CONDUIT CLAMPS. 5. RESULTS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED1'[ rACCORDANCBWITH THEZNEC;#SHALL'76E�FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. t s _, 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPEROR*UIRGER;FONIND00R BT j)2?BARE SCUD TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED: ED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EOUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE g2 SOLID TINNED COPPER UNLESS OTHERWISE INDICT 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 16. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. i 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. %�'� ���• 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. ,i it ?�:•'' `�i» ` 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.L'-'� I6. All EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH NEC:--�'- 18. BOND ALL METALLIC OBJECTS WITHIN 6 It OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS MEfALUC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METAWC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALUC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE S2 BARE SOLD TINNED COPPER IN 3/4+ NON-METAWC, FLEXIBLE CONDUIT FROM 24- BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSIRONING GROUND STANDARD DETAIL AS WELL), 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES ORDINANCES. N SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE 2. CONDUIT ROUTINGS ARE SCHE TI HAZA S E ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL -COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. All EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. S. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH TI OR ELECTRICAL TAPE 3M BRAND 1 2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION OR EQUAL). COLOR -CODED INSULATION ( / Q AL) THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS i.e. PANEL BOARD AND CIRCUIT ID'S . FlGU E ( ) 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES, 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, 7HW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR TYPE TC CABLE 14 OR LARGER). WTIN 12 WE N E TYPE THHW THWN (� ) THWN-2 XHHW %HHW-2 THW THW-2, RHW OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIE D. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE. COMPRESSION WIRE LUGS AND WIRE NUTS BY TH A E OM S AND SETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75- C (90- C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA UL . AN SI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (UOUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE UNES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND,KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL. SHALL MEET OR EXCEED UL_50.eND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAC-REC_EPTA LE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND f NEMA OS BAND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26 NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) j� - FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE' CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28/1HE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD UFE AND PROPERTY. 29: INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW VERIZON". -=`3ON, ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. CONDUCTOR COLOR CODE SYSTEM CONDUCTOR COLOR 120/24OV, 10 A PHASE BLACK B PHASE RED NEUTRAL WHITE GROUND GREEN 120/208V, 30 A PHASE BLACK B PHASE RED C PHASE BLUE NEUTRAL WHITE GROUND GREEN 277/48OV, 30 A PHASE BROWN B PHASE ORANGE OR PURPLE C PHASE YELLOW NEUTRAL GREY GROUND GRE EN DC VOLTAGE POS + RED " NEG (-) BLACK•• • btL NLU L1U.JLU)L1) ANU LL) •• POLARITY MARKED AT TERMINATION ABBREVIATIONS ANT ANTENNA (E) EXISTING FIF FACILITY INTERFACE FRAME GEN GENERATOR GPS GLOBAL POSITIONING SYSTEM GSM GLOBAL SYSTEM FOR MOBILE LIE LONG TERM EVOLUTION MGB MASTER GROUND BAR MW MICROWAVE N NEC NATIONAL ELECTRIC CODE (P) PROPOSED PP POWER PLANT OTY QUANTITY RECT RECTIFIER RBS RADIO BASE STATION RET REMOTE ELECTRIC TILT RFDS RADIO FREQUENCY DATA SHEET RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT SIAD SMART INTEGRATED DEVICE TMA TOWER MOUNTED AMPLIFIER TYP TYPICAL UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT APWA UNIFORM COLOR CODE: WHITE PROPOSED EXCAVATION TEMPORARY SURVEY MARKINGS ELECTRIC POWER UNES, CABLES. CONDUIT, AND LIGHTING CABLES LL GAS OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS COMMUNICATION, ALARM OR SIGNAL UNES, CABLES, OR CONDUITAND TRAFFIC LOOPS POTABLE WATER - RECLAIMED WATER, IRRIGATION, AND SLURRY LINES SEWERS AND DRAIN LINES P MEWED' FOR SCE COMPLIANCE T� LUCIE COUNTY BOCC mriz e v onJ 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIItMINGHANl, AL 35244 poO P. MARSHALL & ASSOCIATES 6901 PORTIVEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-671-0964 VERIZON SITE NUMBER 131457 BU #: 800642 WEST MIDWAY CCI 1680,0 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIPTION DBS/Q 1 06/1172021 SR ISSUED FOR PRELIMS RANI 07/20/2021 SR ISSUED FOR PRELINLS RANI 3 08/02/2021 SR ISSUED FOR FINALS RANI 4 09/21/2021 SR REVISED FINALS RANI l,�llliliirlr. No. 53573 .� =,�� • ST E OF lV OFt10P.��� E ANAL . 'trlrl ll ll111�� PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW POOL ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUNIENT. SHEET NUMBER: REVISION: T-2 4 A. SITE PLAN DISCLAIMER• PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN & EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT VERIZON AND THE CROWN CASTLE CM. (E) VERIZON UTILITY 1 — (E) GATE (TYP.) METER / DISCONNECT 1 -� a �ti--(E) UTILITY METER --� EQUIPMENT FRAME (TYP.), (E) CARRIER GENERATOR Iyo I I'.I (E) VERIZON ICE BRIDGE (P) VERIZON FEEDLINE- (2) 12X24 HYBRID CABLE (1-5/8") (E) VERIZON FEEDLINE (16) COAX CABLE (1-5/8•)—���.•I _ _- (E) VERIZON LPG TANK - - - ` �{ (E) VERIZON I EQUIPMENT PAD REF: C-1.2 I U d I .y :.a I I '-- -- -' - (E) CARRIER ICE BRIDGE (TYP.) (E) 245'-0" SELF i'— (E) CHAINUNK FENCE SUPPORT TOWER G)NERATOCARRIER R E RELOCATED (E) VERIZON — GENERATOR LIQUID PROPANE LINE TO NEW GENERATOR OVERALL SITE PROPOSED PLAN �J SCALE: ,'=10'-0' (NLL SIZE) t` I (E) VERIZON UTILITY (E) GATE (TYP.) METER / DISCONNECT (E) UTILITY METER A EQUIPMENT FRAME (TYP.)l (E) CARRIER GENERATOR I --- —� I cE I I 1 �6 , vW J - (E) CARRIER ICE BRIDGE (TYP.) (E) CHAINUNK FENCE (E) 245'-0" SELF SUPPORT TOWER (E) CARRIER GENERATOR (E) VERIZON ICE BRIDGE (E) VERIZON FEEDUNE (2) COAX CABLE (1-5/8") TO BE REMOVED _-•i __ (16) COAX CABLE (1-5/8") TO REMAIN n U �Z (E) VERIZON LPG TANK - -'++r u w a (E) VERIZON h vw { Iiiil EQUIPMENT PAD p 1 - REF: C-1.2 Lill (E) VERIZON GENERATOR LIQUID —• PROPANE UNE TO BE RELOCATED OVERALL SITE DEMO PLAN SCALE: 1'-10'-0- (LULL SIZE) 10' 5' 0 10• 1'-20'-0' (11,17) N REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC verizon-*/ 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 O O P. MARSHALL & ASSOCIATES 6801 PORTWFST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER: 131457 BU #: 800642 IFL WEST MIDWAY CCI 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: DATE DRWN DESCRIPTION DES./Q06/11/2021 SR ISSUED FOR PRELIMS RAM I 07/20/2021 SR ISSUED FOR PRELIMS RAM 08/02/2021 SR ISSUED FOR FINALS RAM 09/21/2021 SR REVISED FINALS RAM No.53573 .r . :'Az , ST EOF l '�II111111111` PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAN FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: C_j A 4 I SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN Sc EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT VERIZON AND THE CROWN CASTLE CM. verizion-V 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRbIINGHAM, AL 35244 ppm- P. MARSHALL & ASSOCIATES 6801 PORTWEST DR STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NU1IBER: 131457 BU #: 800642 WEST MIDWAY CCI 8001 16800 OKEECHOBEE RD. 1 VIEWED FOR FORT PIERCE, FL 34945 (E) VERIZON ICE BRIDGE (ttP.) — , (E) VERIZON ICE BRIDGE (ttP.) �+ ODE COMPLIANCE EXISTING 245'-0" SELF (E) VERIZON CONCRETE PAD '� - I (E) VERIZON CONCRETE PAD I � 7 , LUCIE COUNTY SUPPORT TOWER - - -- — --- s- - --.--- - ----- --- - ---- - -- -- -- —i - -- --- --- - - - - - ---0CC L- ISSUED FOR: r REV 1 DATE 06/11/2021 DRWN SR DESCRIPTION ISSUED DES./Q FOR PRELIMS RANI j 2 07/20/2021 SR ISSUED FOR PRELIMS RAT 1 (E) VERIZON 200A — �� �� o m j N m 3 08/02/2021 SR. 'ISSUED FOR FINALS RAM REMOVE (E) VERIZON BASE BATTERY CABINET 11 ATS TO BE REMOVED I U wr„ ( � a 09/21/2021 SR REVISED FINALS RA.\I F_ _7T_ LJ� r-- R) I REMOVE (E). I I VERIZON COMA I BASEBATTERY II I REMOVE (E) ' BASE Y BAEE II tim i T VERIZON CONSOLIDATED UP ZON (P) VERIZON CATTERY (E) VERIZON i t AI . ERICSSON CABINET ON TOP BASE BATTERY CABINET B I I I I"'OP WERCBIN CABINET COMA CAB CABINET Ni G, CABINET I ------- •�•'�• icq•s"/ S6101 •,y L ---�---�---J I I� I 9 --� 53573 :_ (E) VERIZON 200A AC r REMOVE (E) 30KW LP I --�— I I PANEL TO BE REMOVED u I 11"t (- T 3'-O"t _ T 6"t _ (P) VERIZON 5OkW LIP - (P) VERIZON 200A ILC y, GENERATOR I n * GENERATOR, W/ SSM _ :• •.� - I I (E) VERIZON MIS TO I i �O STA OF I BE REMOVED 'I I •�:� �•�11I1II11 ,,,, PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 DETAILED DEMO SITE PLAN DETAILED PROPOSED SITE PLAN SCALE: I 1 1/2--1'-0- (FULL SIZE N SCALE: ,/2-=,•-o' (FULL 52E) 2' IT IS A VIOLATION OF LAN FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: C-1.21 4 VERIZON EQUIPMENT ANTENNA CL: 248'-0" MOUNT CL: 249'-0" A j- (P) VERIZON EQUIPMENT j (3) VZW LSU86 ANTENNA/RRH (3) ERICSSON 4449 RRH 1_ (3) ERICSSON 8843 RRH -� (2) RAYCAP OVP-12/6627 4 (3) JMA DBC-67C-U-2SF DIPLEXER (E) VERIZON EQUIPMENT (3) BAIST TO BE REMOVED (4) JMA X7CQAP-FRO-645-VRO ANTENNA TOREMAIN (1) CSS X7-665-4 ANTENNA TO REMAIN J (2) CSS X7CQAP-665-VRO ANTENNA TO REMAIN (2) CSS X7C-FRO-640 ANTENNA TO REMAIN I L�.- • � x_ I o i m w TOWER ELEVATION SCALE: NOT TO SCALE (E) CARRIER PANEL ANTENNAS (TYP.) - (E) CARRIER PANEL ANTENNAS (TYP.) (E) CARRIER PANEL ANTENNAS (TYP.) (E) 245'-0' SELF SUPPORT TOWER -- (P) VERIZON FEEOLINE (2) 12X24 HYBRID CABLE (1-5/8' -- ---- - (E) VERIZON FEEDUNE (2) COAX CABLE (1-5/8•) TO BE REMOVED (16) COAX CABLE (1-5/8') TO REMAIN GROUND ELEVATION: 20 FT AMSL 700 LTE 850 LTE ` 1900 CDMA/LTE/5G .Q AWS LTE 700 LTE 850 UE 1900 CDMA/LTE/5G AWS LTE 1900 COMA - - _ - 1.� pLPN?�\MUSH s {. - - (E) JMA X7C-FRO-640 ANTENNA TO REMAIN Sp•6�p� "_ ("T (TYP. - 1 PER ALPHA&GAMMA SECTOR, 2 TOTAL) OAM 25 0 Ni\MOH u. . EXISTING , tJ TOWER 1900 CDMA �•.J,"r :\ (,L 700 LTE Y_� !• .. _ 850 LTE -...� =900 AWS COMA/LTE E/SG -- (E) CSS X7CAP-FRO-645-VRO ANTENNA - TO REMAIN _ -- - -- (TYP. - 2 PER ALPHA&GAMMA SECTOR, 4 TOTAL) 700 LTE QZ , _ - - � ` - - (E) BLAST TO BE- REMOVED 850 LTE 1900 CDMA/ TE/5G IT ` 700 LTE (�' - I PER SECTOR, 3 TOTAL) AWS LTE - 850 LTE -- (E) JMA X7COAP-665-VRO ANTENNA 1900 COMA TO REMAIN 700 LTE (TYP. - 2 PER BETA SECTOR, 2 TOTAL) 850 LIE ) CSS X7-665-4 ANTENNA TO o• 1 (TYP. - 1 PER BETA SECTOR, I TOTAL) REVIEWED F O R yGfyP COTDE C`�Osun RAPLIApN� CE (E) ANTENNA ORIENTATION S e ° LUCIE�w` COUNTY 2 SCALE: NOT TO SCALE BOCC NOTE: LNNQMEREFERENCE SHEET C-3 FOR FINAL TOWER MOUNTED EQUIPMENT MUSANTENNA EQUIPMENT SCHEDULE. RAP OR INTERFERE WITH CLIMBINGSTEPS AND SAFETY CLIMB. DO NOTUCT BEACON IF TOWER LIT. / r- (P) ERICSSON 4449 RRH (TYP. - 1 PER SECTOR, 3 TOTAL)(N- II EQUIPMENTCANNOT BEMOUNTED TO R. RELOCATE EXISTING TOWER 700 LTETED EQUIPMENT TO CUSTOMER MOUNT 850 LTE 1900 CDMA/LTE/SG TOWER & ANTENNA STANDARD NOTES: A4 AWS LTE 700 LTE Cl p A 0 R R AL ANALYSIS BY TOWER ENGINEERING PROFESSIONALS, 850 LTE - -- (P) ERICSSON 8843 RRH DA ED 11 18 2021, PROJECT g 223082.523189, NO NEW ANTENNAS OR 1900 CDMA/LTE/5G - _ (TYP. - 1 PER SECTOR, 3 TOTAL) �D WITHOUT APPROVAL OF STRUCTURAL ENGINEER AND AWS LTE - - CROWN CASTLE. i 'r ♦t' -� �'i t 1900 CDMA B. MOUNT ANALYSIS BY ENGINEERED TOWER SOLUTIONS, PLLC, DATED 03/12/2021, PROJECT # 21090871.STR.5986. NO NEW MOUNTS OR f N-p�pAUSN MOUNT REINFORCEMENT INSTALLED WITHOUT APPROVAL OF STRUCTURAL ENGINEER AND CROWN CASTLE. LSUB6 5G C2 - - -- -- -- --- - -_ (E) CSS X7C-FRO-640 ANTENNA C. INSTALLED EQUIPMENT MUST HAVE A MATCHING CROWN APPLICATION AND '' }�`,'♦l.'i 11 : I.i l }I. �. (TYP. - 1 PER ALPHA&GAMMA SECTOR, 2 TOTAL) STRUCTURAL ANALYSIS _ LSUB6 SG i �6� \M�� u •� _ - D. VERIFY AZIMUTHS WITH RFDS. Y - _ (P) VZW LSUB6 ANTENNA/RRH (TYP. - 1 PER SECTOR, 3 TOTAL) E. 2' ANTENNA SEPARATION REQUIRED. CONTRACTOR TO MOVE (E) EXISTING (P) RAYCAP GVP-12/6627 ANTENNAS TO ENDS "OF MOUNT AS REQUIRED. C3� A , TOWER T (TYP- - 2 TOTAL) F. MOUNT COMPLIANCE IS BY OTHERS, NO NEW ANTENNAS OR EQUIPMENT 1900 CDMA 700 LTE INSTALLED ON MOUNTS WITHOUT THE APPROVAL OF A STRUCTURAL ,)• i "�, 850 LTE ENGINEER. ..`` Al 1900 CDMA/LTE/5G ( _ 1Y•1 ` AWS' LTE G. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, (E) TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A UCENSED _ -- (E) JMA X7CQAP-FRO-645-VRO ANTENNA STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING (TYP. - 2 PER ALPRA&GAMMA SECTOR, 4 TOTAL) THE PROPOSED LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. 700 LTE C4 - -"~� '7 B'4 -- -- (P) JMA DBC-67C-U-2SF DIPLEXER H. PROPOSED ANTENNA PLACEMENT LOCATION TO BE FIELD VERIFIED BY 850 LTE _ - - �J (TYP. - 1 PER SECTOR, 3 TOTAL) GENERAL CONTRACTOR PRIOR TO CONSTRUCTION TO AVOID ANY 1900 CDMA/LTE/5G ~• xr, B3 700 LTE INTERFERENCE OR SHADOWING OF EXISTING ANTENNAS. IF AWS LTE 850 LTE - (E) JMA X7CQAP-665-VRO ANTENNA INTERFERENCE OR SHADOWING OF EXISTING ANTENNAS IS DISCOVERED B1 B2 1900 CDMA (TYP. - 2 PER BETA SECTOR, 2 TOTAL) DURING FIELD VERIFICATION, PLEASE CONTACT (A&E VENDOR) FOR DESIGN 700 LTE LSU86 5G REVISION PRIOR TO ANY NEW ANTENNA INSTALLATION. 850 LTE - (E) CSS X7-665-4 ANTENNA I. DURING INSTALLATION, THE RADIOS ARE NOT TO EXCEED 5' FROM THE �o (TYP. - 1 PER BETA SECTOR; 1 TOTAL) WORKING SURFACE TO THE TOP OF RADIOS. 091,PT APPLIES TO STEALTH/CONCEA M NT CANISTER TOWERS ONLY, HURRICANE BANDING REQUIRED. 3RD PARTY INSPECTOR REQUIRED. MUST BE SCHEDULED FOR SAME DAY AS PLANNED COMPLETE DATE. PRE -CONSTRUCTION PHOTOS ARE REQUIRED FOR SHROUDS. APPLIES TO FAG POLES ONLY• LOAD PATH CONSIDERATION SHALL BE- MADE AND CRITICAL COMPONENTS ANALYZED WHEN FLAG AND ROPE ARE DIRECTLY ATTACHED TO (P) ANTENNA ORIENTATION APPURTENANCES OR ANTENNAS. N 3 SCALE: NOT TO SCALE HANDICAP ACIUTY ISUNMANNEDREQUIREMENTS: NOT FOR HUMAN HABITATION, HANDICAP ACCESS v IZO 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 L CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 O P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER 131457 BU #: 800642 WEST MIDWAY CCI 8001 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER FOR DR\VN DESCRIPTION DES1 SR ISSUED FOR PRELINLS RANI LISSUED 1 SR ISSUED FOR PRELINIS RANI 1 SR ISSUED FOR FINALS RANI 09/21/2021 1 SR REVISED FINALS RAN( 1 SR REVISED FINALS RAM 1a�•� No. 513573 ; r 7f 7i l ST E \ �ORIVP'G�� /'�IIIIIIIIIII\ PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING CINDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER REVISION: C-2 51 VER170N EQUIPMENT — (P) VERIZON EOUIPMENT (3) VZW LSUB6 ANTENNA/RRH ANTENNA CL: 248'-0' i (3) ERICSSON 4449 RRH MOUNT CL: 249'-0" ■- RRH (2) RAYCAP OVP842/6627 -`T''=� (3) JMA DBC-67C-U-2SF DIPLEXER (E) VERIZON EQUIPMENT (3) BAIST TO BE REMOVED (4) JMA X7COAP-FRO-645-VRO ANTENNA TO REMAIN 700 LTE (1) CSS X7-665-4 ANTENNA TO REMAIN 850 LTE 1900 CDMA/LTE/SG (2) CSS X7C2AP-665-VR0 ANTENNA TO REMAIN " (2) CSS X7C-FRO-640 ANTENNA TO REMAIN `Q AWS LTE I I 700 LTE ©� (E) CARRIER PANEL ANTENNAS (TYP.) 850 LTE 1900 CDMA/LTE/5G .yL(�� T AWS LTE - 1900 CDMA p3��,UjNP� (E) JMA %7C-FRO-640 ANTENNA (E) CARRIER _ l - TO REMAIN I PANEL ANTENNAS TYP. SE-Cj�A y=_ - —"-' (TYP. - I PER ALPHA&GAMMA SECTOR, 2 TOTAL) EXISTING TOWER 700 LTE 1900 CDMA (Jl `-'•. - �. ". 850 LTE ' 1900 CDMA/LTE/5G AWS LTE (E) CSS X7COAP-FRO-645-VRO ANTENNA ' J TO REMAIN -'-- - - 'C (TYP. - 2 PER ALPHA&GAMMA SECTOR, 4 TOTAL) q,' \ 700 LTE ._ — (E) MST TO BE REMOVED 850 LTE W (TYP. - I PER SECTOR, 3 TOTAL) -. ~~ V� ' 1900 CDMA/LTE/SG 700 T 850 LLTE AWS LTE E - - (E) JMA X7COAP-665-VRO ANTENNA ey 1900 CDMA TO REMAIN (TYP. - 2 PER BETA SECTOR, 2 TOTAL) ' 700 LTE ,Z 850 LTE _ 7-665-4 ANTENNA �eFT TO REMAIN - � 0.9 (TYP. - 1 PER BETA SECTOR, 1 TOTAL) vl Fri H yg,°P � t ; PA CARRIER ( PANEL ANTENNAS TYP.) (E) ANTENNA ORIENTATION N 2SCALE: NOTTO SCALE I w NOTE: REFERENCE SHEET C-3 FOR FINAL o ANTENNA EQUIPMENT SCHEDULE. zo u - (P) ERICSSON 4449 RRH (E) 245'-0- SELF SUPPORT TOWER I (TYP. - 1 PER SECTOR, 3 TOTAL) �� I•� 700 LTE 850 LTE I i- (P) VERIZON FEEDUNE 1900 CDMA/LTE/5G A4 Z � (2) 12X24 HYBRID CABLE (1-5/8") ,3 �lV AWS LTE (E) VERIZON FEEDUNE 700 LTE C I 850 LTE (P) ERICSSON 8843 RRH `� (2) COAX CABLE (1-5/8' TO BE REMOVED ,--- 1900 CDMA/LTE/5G (TYP. - 1 PER SECTOR, 3 TOTAL) COAX CABLE (1-5/8-) TO REMAIN y AWS LTE , I Y 77 Y S ( 3 Yt i r i I 1900 CDMA SEGSOF� s <' LSUB6 SG t. T E I'-i- 1 ', - ----- - - -- (E) CSS X7C-FRO-640 ANTENNA ± Y, t, (TYP. I PER ALPHA&GAMMA SECTOR, 2 TOTAL) s SECSO LSUB6 5G \M� (P) VZW LSU66 ANTENNA/RRH )(TYP. I PER SECTOR, 3 TOTAL) CI -i (P) RAYCAP OVP-12/6627 EXISTING ;; - - (TYP. - 2 TOTAL) C3 TOWER / \• r1� 1900 CDMA 700 LTE �•_ 'F'tz 1 L \ 850 LTE Al 1900 CDMA/LTE/SG © AWS LTE — (E) JMA X7COAP-FRO-645-VRO ANTENNA i (TYP. - 2 PER ALPHA&GAMMA SECTOR, 4 TOTAL) 700 LTE C4 •: "-VIA Y� "ice ,` (P) JMA DBC-67C-U-2SF DIPLE%ER I, 850 LTE �-•.-"'�� _ - B4 '- - (TYP. - I PER SECTOR, 3 TOTAL) I 1900 COMA/LTE/SG _�'C=l "_ �. B3 700 LTE AWS LTE - i 700 LTE — (E) JMA X7COAP-665-VRO ANTENNA . ti 81 B2 1900 CDMA (TYP. - 2 PER BETA SECTOR, 2 TOTAL) 1 700 LTE SUBS SG 850 LTE — (E) CSS X7-665-4 ANTENNA (TYP. - 1 PER BETA SECTOR, 1 TOTAL) y0.9 f N7, ' vj.-=: `;y' GROUND ELEVATION: 20 FT AMSL TOWER ELEVATION (P) ANTENNA ORIENTATION 3 NOT TO SCALE N SCALE: NOT TO SCALE SCALE: amN, DIRECT TOWER MOUNTED EQUIPMENT MUST NOT TRAP OR INTERFERE WITH CLIMBING PEGS/STEPS AND SAFETY CLIMB. DO NOT OBSTRUCT BEACON IF TOWER UT. r EQUIPMENT CANNOT BE MOUNTED TO R. RELOCATE EXISTING TOWERTED EQUIPMENT TO CUSTOMER MOUNT TOWER & ANTENNA STANDARD NOTES n veriz � 0 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 ppm P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER 131457 BU #: 800642 WEST MIDWAY CCI 8004 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q 1 06/11/2021 SR ISSUED FOR PRELIMS RAM 2 07/20/2021 SR ISSUED FOR PRELIMS RAM 3 08/02/2021 SR ISSUED FOR FINALS RAM 4 09/21/2021 SR REVISED FINALS RAM A, TOWER STRUCTURAL ANALYSIS BY IUWLK CNUINCLnm9 rNUttbb1UNL2 r� DATED 04/06/2021, PROJECT # 223082.523189, NO NEW ANTENNAS OR EQUIPMENT INSTALLED WITHOUT APPROVAL OF STRUCTURAL ENGINEER AND CROWN CASTLE. S. MOUNT ANALYSIS BY ENGINEERED TOWER SOLUTIONS, PLLC, DATED n n I 03/12/2021, PROJECT # 21090871.STR.5986. NO NEW MOUNTS OR 'l5if' 1 �� 'VIA MOUNT REINFORCEMENT INSTALLED WITHOUT APPROVAL OF STRUCTURAL/ .:I. ••.�_ S% ENGINEER AND CROWN CASTLE. �y-;' ,- iWaN C. INSTALLED EQUIPMENT MUST HAVE A MATCHING CROWN APPUCATIr �y••••'.9 STRUCTURAL ANALYSIS x e x 1 D. VERIFY AZIMUTHS WITH RFDS v t. ' E. 2' ANTENNA SEPARATION REQUIRED. CONTRACTOR TOA�X _ jjj_ ANTENNAS TO ENDS OF MOUNT AS REQUIRED. / F. MOUNT COMPLIANCE IS BY OTHERS. NO NEW,, x _ f S '/�, ., `:.- INSTALLED ON MOUNTS WITHOUT THE APPROV - - ENGINEER. A' -+ G. PRIOR TO ATTACHING ANTENNAS ANDf AND TOWER FOUNDATION MUST BE j' i /` Y� 2�T •.�,N� y,, STRUCTURAL ENGINEER TO VERIFY/ THE PROPOSED LOADS. REFER F H. PROPOSED ANTENNA PLACV GENERAL CONTRACTOR Pp`. p �, INTERFERENCE OR SHARD, INTERFERENCE OR SHADOWInti DURING FIELD VERIFICATION, PL i i, h s ♦ ; _ h` ° REVISION PRIOR TO ANY NEW I. DURING INSTALLATION, THE RADIOS ARE-.,, WORKING SURFACE TO THE TOP OF RADIOS l APPLIES TO STEALTH/CONCEALMENT CANISTER -OWEER HURRICANE BANDING REQUIRED. 3RD PARTY INSPECTOR' F.,. __ t.,�1 ; �J _ i� 4� �CrION SCHEDULED FOR SAME DAY AS PLANNED COMPLETE DATE. ;.EER, PRE -CONSTRUCTION PHOTOS ARE REQUIRED FOR SHROUDS APPLIES TO FLAG POLES ONLY:_ LOAD PATH CONSIDERATION SHALL BE MADE AND CRMCAL COMPONEPHf e #1 � �.: ;�. , , REVISION: ANALYZED WHEN FLAG AND ROPE ARE DIRECTLY ATTACHED TO �£ i J•` t"��rj': APPURTENANCES OR ANTENNAS. A kr HANDICAP REQUIREMENTS: �u 1 ' p S ''' - FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS / ... INSTALLER NOTE: CONTRACTOR SHALL CONFIRM EQUIPMENT CONFIGURATION WITH FINAL VERIZON RF DWS BEFORE PROCEEDING WITH ANTENNA MODIFICATIONS. i FINAL EQUIPMENT SCHEDULE SECTOR STAUS ANTENNA MANUFACRIRER ANTENNA MODEL ANTENNA CENTERUNE AZIMUTH TOWER EQUIPMENT MANUFACTURER TOWER EQUIPMENT QTY/MODEL Al EXISTING JMA X7COAP-FRO-645-VRO 248'-O" 70' (P) JMA (1) DIPLEXER DBC-67C-U-2SF A2 NEW VZW LSUB6 248'-0" 70' - - A3 EXISTING CSS X7C-FRO-640 248'-0" 70' (P) ERICSSON (1) RADIO 8843 A4 EXISTING JMA X7COAP-FRO-645-VRO 248'-0" 70' (P) ERICSSON (1) RADIO 4449 81 EXISTING JMA X7COAP-665-VRO 248'-0" 140' (P) JMA (1) DIPLEXER DBC-67C-U-2SF B2 NEW VZW LSUB6 248'-0" 140' - - B3 EXISTING CSS X7C-665-4 248'-0" 140' (P) ERICSSON (1) RADIO 8843 84 EXISTING JMA X7COAP-665-VRO 248'-0" 140' (P) ERICSSON (1) RADIO 4449 Cl EXISTING JMA X7COAP-FRO-645-VRO 248'-0' 250' (P) JMA (1) DIPLEXER DBC-67C-U-2SF C2 NEW VZW LSUB6 248'-C" 250' - - C3 EXISTING CSS X7C-FRO-640 248'-O" 250' (P) ERICSSON (1) RADIO 8843 C4 EXISTING JMA X7COAP-FRO-645-VRO 248'-0" 250' (P) ERICSSON (1) RADIO 4449 VERIZON EQUIPMENT SCHEDULE USCALE: NOT TO SCALE FINAL CABLE SCHEDULE STATUS CABLE TYPE SIZE LENGTH OTY EXISTING COAX 1-5/8• 298'-0.t 16 NEW HYBRID 1-5/8• 298'-0"t 2 TOTAL CABLE OTY: 18 NOTE: REFER TO RFDS FOR ELECTRICAL & MECHANICAL DOWNTILTS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC verizonv 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 a-r*,. CROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 11 P. MARSHALL & ASSOCIATES 6801 PORTWEST DR STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUYIBER 131457 BU #: 800642 WEST MIDWAY CCI 800( 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRRRN DESCRIPTION DES./Q 1 06/11/2021 SR ISSUED FOR PRELIMS RA.\I 07/20/2021 SR ISSUED FOR PRELIMS RANI 3 08/0-1/2021 SR ISSUED FOR FINALS RAM 4 09/21/2021 SR REVISED FINALS RANI .. W MA9 G ......... SA QQ :' No. 53573 • ST E O l</ � O RI�P•��� . TONAL PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION J OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER REVISION: C-3 4 ERICSSON RADIO 4449 DIMENSIONS, HxWxD: 17.9" x 13.2" x 9.4" WEIGHT: 70.5 Ibs _ FRONT RRH SPECIFICATIONS �CALE: NOT TO SCALE VZW LSU66 ANTENNA DIMENSIONS, HxWxD: 30.8" x 16.1" x 10.8" WEIGHT: 88.0 Ibs SIDE 0 DEPTH (-,--�ANTENNA/RRH SPECIFICATIONS `� SCALE: NOT TO SCALE TOP WIDTH ERICSSON RADIO 8843 DIMENSIONS, HxWxD: 15.0" x 13.2" x 10.9" WEIGHT: 71.9 Ibs FRONT SIDE a 9 v 0 w x , DEPTH r,--� RRH SPECIFICATIONS � SCALE: NOT TO SCALE RAYCAP OVP BOX MAKE: RAYCAP MODEL: OVP-12/6627 DIMENSIONS, HxWxD: 29.5" x 16.5" x 12.6" WEIGHT: 32.0 Ibs FRONT I FIR TOP • 0�� a L w •oo• PROPOSED HYBRID LEAVING OVP BOX PROPOSED RAYCAP OVP BOX TOP WIDTH r REVIEWED FOR CODE COMPLIANCE STo LUCIE `�COUN`� OVP SPECIFICATIONS (MOUNT) Rn f% 4 SCALE: NOT TO SCALE verizon,w/ 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 ppm P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER 131457 BU #: 800642 FL WEST MIDWAY CCI 80064 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIPCION DES./Q 1 06/11/2021 SR ISSUED FOR PRELIMS RAM 07/20/2021 SR ISSUED FOR PRELIMS RAM 3 08/02/2021 SR ISSUED FOR FINALS RAM 4 09/21/2021 SR REVISED FINALS RAM ........... BEN Fsy No. 53573 .r . = � STA OFF` �lv� TONAL �� "''III II10„ PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACIIING UNDER THE DIRECCION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTHIS DOCUMENT. SHEET NUMBER REVISION: C-4 4 J Dual -band combiner 19001AWS DCIAISG sensing V.nwAv Twin unit4.3-10 connectors • Very low insertion loss and high isolation for optimized system perfoenance • Compact size and light weight for minimum site impact and lowest lease costs • Automatic DC sense for easy installation and site evolution • Industry -leading connector technology for lasting performance • Compatible with JIMA WPS weatherproofing solution Dectdml epFc111 Won . Paest—i 1900 PassEaM AWSpaseband FleOuen,. klNi -- 1850.1999 I WkN Oawi4W 1695.1780 21f0.2200 insertbn loss. ®ev9. 02a Inwnm loss, dB mac 0.39 R—lob, dB Mn. 22 Imlelbn to oNp OeMs. dB so Awra9a input power, W mat 2,0 250 k,pW Peak—t— power(PEP). W mac 00a0 0000 PINT 2a .43 dem.dBc mn. •156 EnYBefleWdll FpKIIiCaoo(Ie - _ --nenlal mar, ET51 IN saD o19 aass 4A, RcHs pot Iron IW.unnaled —In— Tanpemture range. •c J01o.6a Tempem,ura m,qe, F JOlo.149 .. face ® 200 kmN (Us mpnl lmnVsxe, bl 10.42I897 1.9- it potetllon a9 pate RF ppl: i,okA mac (BQPu1.lEC fif00oJ-5 .,.a 0.000 m mat I t0.000 n. maz. Mean eme Eolw6edlaiidms A710� >1p•0 800.949.7079 sales@talleycom.com Order online today at www.talleycom.com NEW RRH AN MOUNTIN( DIPLEXER SPECIFICATIONS I SCALE: NOT TO SCALE xecaenlW Fpecln--- I Corneave RF 1.310(F) omp,d am M6 a, (�. na bdwoa, I. cmneaaedPemnv e omla,vae.ewPdytra<kea am mPac+ae tnl 1-8o (1.24-1-1) Wetl,l k9 R,.) Os o 1) IAounlvg PobMaA trapkel svoY intlW'ng two mallaanpa (a 43178 mmaamapwlee 91 Nq I �Lo aew _ i 11- OrdulnOlnfams0an OBGMP-25F 2B cantrna AW9NC5, DC sense, Twin 800.949.7079 sales@talleycom.com Order online today at www.talleycom.com �- MOUNTING BRACKET (SUPPLIED W/ ANTENNA) NEW ANTENNA MOUNTING BRACKET (SUPPLIED W/ ' /�• ANTENNA) WITH RRH MOUNTING DETAIL Z--�ANTENNA SCALE: NOT TO SCALE NEW RRH MOUNTING PLATE �, NOT USED L SCALE: NOT TO SCALE �1 NOT USED '* SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC verizon-V 180 WASHINGTON VALLEY ROAD BEDMINSTER, N) 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 P" P. MARSHALL & ASSOCIATES 6801 PORTWEST DR STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NU1BER: 131457 BU #: 800642 WEST MIDWAY CCI 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REVnSR N DESCRIPTION DES./Q 1 ISSUED FOR PRELINfS RANI 2 - ISSUED FOR PRELIMS RANI 3 ISSUED FOR FINALS RANT 4 REVISED FINALS RANf Q`G \'SCE sF s?� aQ :' No. 53573 .� * * MIN* ST OFF NAL PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUNIENT. SHEET NUMBER: REVISION: C-5 4 .Ir 8 7 6 5 4 3 2 1 ASCO D300L Series Power Transfer Load Center Rated 200 Amps 240Vcc max. Single Phase/3 Wire Type 3R Enclosure .0NERA ON a- RECEI (EMERGENCY SOURCE /1) STANr ACC. IDOPL OPTIONAL uAE PANELBOARD ACCQUAD CONSTRUCTED wmll CAM LLIOKK CONNECTORS. SQUAREUI NO ETHERNET 1 PER PRISE NEUTRAL. AND GROUND, COUO COOED 30 CIRCUITS MODULE OVAL 3' TRADE SIZE K.O. ONE I-Bl.rr:K uNE 2-Rm, NEurRAL-wNrIE, arouND-GIBER). ACO 18BG D ACaP15 YAIINc (cusraum FRONDED). BRANCH CIRCUIT GROUND MS SOURCE AVAILABLE MODULE 6.5 10.00 3.5 D V/TERSEQ PM ICCC-1P{BL cac-I TERMINALS GROUND TERMINATION I I CONTACT TERMINATIONS 4.0 ASSEMBLY TRANSFER SWITCH 0.36 STATUS INDICATION & CONTROL EMERGENCY SOURCE TRANSIENT VOLTAGE A. INTERFACE SURGE SUPPRESSOR 4.0F 3.38 (ASCO458 SERIES) O OPDONAL ACC 23CA 6 MODE SUPPLIED WITH 14.13 3.00 CURRENT O ACCESSORY 73VB1 OR 22.3 TRANSFORMERS LOAD SURGE PTIONAL 3.00 O SUPPRESSOR SUPPLIED m WITH ACCESSORY 73VL1 ACC 4AR NORMAL SOURCE 23,25 'UTILITY INPUT 1.5' TRADE SIZE K.O. wO NORMAL SOURCE TRANSIENT VOLTAGE 0 VOLTAGE SENSING RELAY .75' TRADE SIZE KO- 2.00 SURGE SUPPRESSOR 2.00 58 SERIES) O ( MODE 0 SUPPLIED WITH 2.00 ACCESSORY 73VN1 AND TRANSFER SWITCH 73VB1 CONTROLLER ASCO GROUP G 3.00 59.0 3.00 ® - ® _ - IO ® �+ AGO. 32 GA 23.3 SHORTING BLOCK C C • NORMAL SOURCE 'UTILITY 1.5' TRADE SIZE K.O. MAIN DISCONNECT CIRCUIT BREAKER SQUARE-D TYPE JG is (200 AMP) POWER DISTRIBUTION • EMERGENCY SOURCE 02 0.5- CIA BLOCK 'PERMANENT GENERATOR' 13 4 MOUN RNO HOLE NEUTRAL BUS TERMINATION ASSEMBLY k CIRCUIT BREAKER SQUARE-0 TYPE JD (200 AMP) 4 PULES 2 7 ASCO EMERGENCY SOURCE 61 DOTS SERIES AUTOMATIC TRANSFER PORTABLE GENERATOR" CIRCUIT BREAKER 2.7 SWITCH SQUARE-D TYPE JD 9.9� 32.0 200 AMP (200 AMP) 8.6 INCHES 41.9 RIGHT SIDE FRONT FRONT WIRE BENDING SPACE LEFT SIDE CONTROLLER & REAR EXTERIOR DOORS EXTERIOR DOORS & SUITABLE FOR UP TO FRONT ACCESSORIES REMOVED TOP COMPARTMENT SWING (1) 250 MC M coNDucroR PER PHASE WITH EXTERIOR DOOR EXTERNAL MASKED OIRT GROUNDING POINT PANEL REMOVED (2) .25-20 FASTENERS 8,54 3.50-H 4,79 3.39 B e is 0 3.50 6.69 0.43 HOLES V(2).2 (4 PLACES) USED FOR SHIPPING. 1,5• PLUGS PROVIDED FOR TRADE SIZE FIELD INSTALLATION. KNOCKOUT 1IZE� DRAIN PLUG 1) Power Transfer Load Center in accordance with UL 67 Standard for PanelboaMs 5) Accessory 4AR (Optional) - Voltage Sensing Relay to Indicate the presence of the Normal 10) Accessory 72EE OR 72VE (Optional) - ASCOEthernet Connectivity Module. Provides ale TRADE SIZE KNKOUTS KNOCKOUT (2 PLACES) Equipmced Suitable for Use as Service Equipment. Source 'utility' voltage ahead of the Normal Source ma d Generator c and venerator trot, Monitoring and Connectivity ATSFeatures 2) Automatic Power Transfer Switch: ASCO 03ATS, 2 Pole, 200 Amp, 240 Visa ox. diacannett circuit breaker, regardless o/ the position of the circuit breaker. Features via integrated web page dashboards. UL Listed to UL 1008 Standard for Transfer Switching Equipment. 11) Accessory 73V41. 73VB1. OR 73VL1 (Optional) - Transient Voltage Surge Suppression 6) Accessory 11BE (Optional) - A Four -Function Software Bundle that provides the following - ASCO 458 Series TVSS. 6 made protection, L-L L-N, L-G, N-G, 240/120V Transfer Controller - AS Group G Automatic Transfer Switch Contmller Including: functions: Integral LED statue indication per phase signalling Service Available &Status ON. BOTTOM Automatic Engine Starting Contacts One (1) Form C contact connected to terminal block to signal Status ON. F�Il, Phase xmg f Emeng of Normal and Emergency sources. y am.ing o rgenCy source - Serial Communication. (RS-485) - Programmable Engine Exerciser with Battery Bock -up Supplied as one of the following accessories J Short Circuit Ratings: Accessory 117CB6 Standard 9 ry (Standard) - Event Log - Common alarm signal capability on Group G controller 'OPI' output - Ace. 73VNI: (1) TVSS connected to Normal sourceonly. - Act 7NE11: (2) 1VSS' h netted to Normal& Emergency sources. f,Mgjp: Normal Source -Sq at 240 Voc (Utility Main Disconnect circuit breaker), 7) Accessory 18BC (Optional) -Signal. .the awaabgity of the Normal &Emergency sources when - Ace. 73VLI: (1) MS connected to Load only Square-D Cat Type JG, 2 Pole, 200 Amps. provided. Output contacts 'RCS' (Emergency Source Available) 12) Accessary 1171E (Standard) - Generator Selector Circuit Breakers (Emergency Source 81 & Emergency Source /1 (Portable Generator Input it breaker) - 'and TL6'.(Normal Source Available) change position when the Emegency Source 82) - One each 2 Pole, 200A circuit breaker two S: in. Standard Ac=. 13Ol L [- crater Ir-t Reeeolaele: 1OkA al 240 Vac, INTERSECT PN 1CGC-IP-CBL (UL 1008 Listed Transfer Switch Accessory) source is caeplable. 8) Accessory 23GA (Optional) - Single Phase Current Sensing Module with current transformers and for separate generator inputs. UL 1008 approved mono I lido lyp inteAotk to partnit connection f only one generator to the transfer switch Emergency Source input. 20436] JPB JPB /21/I AConnected to Square-D Cat Type JD, 2 Pole, 200 Amps. shorting blocks. Phase current measurements are available for display - SSUE A /'1 Emergency Source /2 (Permanent Generator Input circuit breaker) - 22kA at 240 Vae, on the Group G Controller. 13) Enclosure: Type JR Usled to UL 50/50E. Compartment Mount Compartment PR018R HAYIb rave m ¢e ra Square-D Cat Type JD, 2 Pole, 200 Amps. 9 Accesso 130PL Standard - Generator In t Rece tacle Eme Source 1 Rated 200 Accessory ( ) input P ( (Emergency /) emPs, provides Type 1 protection with tingle Mail xterior open d s g panels losed. OUTIM end MOUNTING TYPE 3R, ALUM. (BTnDgh): Branch ratings as follows when used with the specified brooch devices. 1 paste/3 wire wKh ground. Constructed with male Cam-Lak - edam, , r hose, neutral and d. valor cooed Pe P group Box & Doors - Constructed f 0.095 (hick luminum ll0 5052-H32 y ( )' Finishes D300L SERDS, SINGLE PI{ASE, 200 AMP _ 65kA uain 0 OH r QXB rated: 1 Pole 15-30a, 2 Pole 15-30a, 3 Pole 15-30a. (Une 1-Black. Une 2-Red. Neutral -White, Ground -Green). Accepts - All interior and exterior surfaces: Textured Polyester Powder Coat, tight Gray (RAC 7035 ) POWER TRANSFER LOAD CENTER THIRD ANGLE PROTECTION 22kA using Sq-0 QO-VH or QOB-VH rated: J Pole 35-150a. mating female pluggs, (customer provided), for (1) /2-4/0 w 13 w o rz IOkA using Sq-0 GO or QOB rated: 1 Pole 15-70.. 2 Pole 15-125., 3 Pole 15-100a. nduclor. Type enclosure with Eottom conductor entry. Includes Deutsch brand, 12 pin receptacle wired to engine starting Igoe( 14) Grounding provisions for Normal, Emergency & Load. ism m'a°"asaoml�m >• JPB ZIE". ewe wsa v�na sa wev cOUFVTER GFNEMIED IxuwlNc p single phase with 100R rated neutral. 4 Panelboard: Square-D NO. 225 Amps max.. 240 Voc max, contacts. UL 1008 listed transfer switch ate ULLar1008 Listed Withstand Curtest Rating.,10,D0 ss ry amps at 240 VAC . wdh y IS) Overall Dimensions: 59'H x J2'W x 12.3'D (excluding .aide mounted ( receptacle) sai or Asm Town wawm¢ u:< wartrm ru au mv. Au cam v a wwxmr Ne _ OS o. >e 30 Circuits• accepts bolt -on r plug-- o p g-on bronco devices. molded case circuit breaker. 59'H x 41.9'W x 12.3D (including side mounted receptacle) moan JPB wnlna D ASGD Pa.rx an LP. 1015683-.363 16) Weight: Approx. 195 lbs. 0513cr M Y n°wwr °N°c "n'°sr o'n1 uaA AS00 1 ,� 254363 1 OF 1 8 7 6 5 4 3 2 1 �1200A ILC SPECIFICATION I SCALE: NOT TO SCALE REVIEWED FOR w;E COMPLIANCE verizon✓ 180 \VASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 PPM P. MARSHALL & ASSOCIATES 6801 PORTWFST DR STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER 131457 BU #: 800642 WEST MIDWAY CCI 8001 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245-0" SELF SUPPORT TOWER ISSUED FOR: DATE DRWN DESCRIPTION DES/Q 1 06/11/2021 SR ISSUED FOR PRELIMS RA NI rREV 2 07/20/2021 SR ISSUED FOR PRELINIS RANI 3 11/0-1/2021 SR ISSUED FOR FINALS RANI 4 09/21/2021 SR REVISED FINALS RANT 4Q No. 53573 : r � .�pRl�.• G\ S�ONAL �� TIIIII ll11j1 PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUh(ENT. SHEET NUMBER: REVISION: C-6 4 $ UCIE COUNTY [76.0] DISCHARGE RADIATOR & EXHAL El R438 [17.2 DOOR SWING TYP 2409 [94.8] OVERALL LENGTH 3 R438 [17.21 DOOR SWING TYP AIR INTAKE a 1/1 REV A WINDCHILLVERSION A2 FOR ALL STUB -UP, WEIGHT AND COG DETAILS, SEE CORRESPONDING OPEN SET DRAWING PER UNIT CONFIGURATION. DISCHARGE AIR 1960 RADIATOR & EXHAUST 965 [38.0] [77.2] OVERALL WIDTH AIR INTAK 1303 [51.3] 1418 [55.8] - = I 1461 [57.5] DIM Y OVERALL COG HEIGHT 6 DIM Z [.2] COG A DIM X 1 877 [34.5] [17.8] DRAWING CREATED FROM PRO/ENGINEER 3D FILE. ECO MODIFICATION TO BE APPLIED TO SOLID MODEL ONLY. J REVIEWED Fi7 BODE COMPLIAN CE S7. LUCIE COUNTY A OENERAU TITLE DIMENSIONS ARE IN MILLIMETERS [INCHES] INSTALL A-GRP ENCLOSED G4.5L 50&60Hz GENEPAC POWER BYSTTDAS OWNSTHE COPYRIGHT OF MS GNAWING WHICH IS SUPPLIED IN CONFIOENCE-0 MUST NOT BE USED FOR ANY PURPOGE OTHER THAN FOR WHICNIT ISUPPLIED WRHOUT ISSUE DATE: ��� ��(��, THEE)IPRE55WRITTENCONSEMOPGENFfUCPOWERSYSTENS. �oOM [g) �Q�0�1 �� J I SYSTEMS SIZE CAGE NOW DWG NO A0000REV �ELECTRONICALLY APPROVED B NIA 335178 A INSIDEWINDCHILL SCALE 0.035 1 VVT-KG N/A ISHEET 1 of 1 4 3 2 I� 50kW GENERATOR SPECIFICATION �CALE: NOT TO SCALE 1 verizonli 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BInIINGHAM, AL 35244 ppm P. MARSHALL & ASSOCIATES 6801 PORTWEST DR STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUTNIBER 131457 BU #: 800642 FL WEST MIDWAY CCI 80064 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DA DRWN DESCRIPTION DES./Q 1 OG/11/2021 SR ISSUED FOR PRELIMS RAM 07/20/2021 SR ISSUED FOR PRELIMS RAM 3 08/02/2021 SR ISSUED FOR FINALS RATS a 09/21/2021 SR REVISED FINALS RAM Q`G� GE N F s?' aQ. No' 53573 ST EOF lV_ �pNAL •�� '111711111111 PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. , SHEET NUMBER REVISION ,C-7 4 a 'NOTE : REPLACE GAS LINE (AS REQUIRED) IS SIZE AND CONDITION OF EXISTING PIPE ARE NOT ADEQUATE FOR THE NEW GENERATOR. PROPOSED 3/4' SCH. 40 STL. APPLIANCE SHUT-OFF GAS PIPE W/ THREADED VALVE FITTINGS - O EXESTING LP GAS TANK FLEXIBLE PIPE _ CONNECTION ".. POLYETHYLENEMA PIP TRANSITION FITTINGS (TYP. ) E GROUND LEVEL GENERAL NOTES UNDERGROUND PIPE. INSTALLER TO VERIFY GENERATORVREOUIRED FLOW RATE PRIOR TO INSTALLATION. SUPPLY LINE SHALL BE BURIED 3' MIN. BELOW GRADE AND MARKED WITH BURIED FLAGGING AT 3' O.C. 12" BELOW GRADE PRESSURE REGULATOR TO BE SUPPUED AND INSTALLED BY GENERAL CONTRACTOR (SERVICE TO 14- W.C.) i- UNION PROPOSED 3/4" SCH. 40 STL. GAS PIPE (FROM REGULATOR TO GENERATOR) NOTE: PIPE SIZE IS BASED ON A MAX. 100' PIPE LENGTH LP GAS SYSTEM FOR BACKUP GENERATOR NOT TO SCALE 1. MAINTAIN MINIMUM 1'-O' VERTICAL AND 1'-0" HORIZONTAL SEPARATION OF GAS LINE FROM OTHER UTILITIES. 2. CONNECTION POINT MAY VARY WITH GENERATOR MANUFACTURER. 3. MAINTAIN 3' SERVICE CLEARANCE ON ALL SIDES OF GENERATOR. 4. GENERAL CONTRACTOR SHALL ANCHOR GENERATOR BASE4 TO SLAB OR PLATFORM WITH HOLES PROVIDED. 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL COORDINATE INSTALLATION WITH GAS COMPANY & OTHER DISCIPLINES. 7. CONTRACTOR SHALL ADHERE TO APPUCABLE STATE & LOCAL CODES. 8. COORDINATE LOCATION OF GAS PIPE WITH OTHER UTILITIES. ` 9. FLEXIBLE CONNECTION TO BE SAME SIZE AS PIPING TIE-IN THAT IS PROVIDED BY THE GENERATOR SUPPUER. 10. CONTRACTOR TO VERIFY GAS PRESSURE PER NOTE ON "GAS PIPE SIZING SCHEDULE". 11. GENERATOR TO BE LOCATED A SUITABLE DISTANCE FROM ANY ROOF PENETRATIONS IN ACCORDANCE WITH NFPA 12. CONTRACTOR TO PROVIDE LOW POINT DRAINS AND HIGH POINT VENTS PER NFPA AND AGA CODES. SPECIFICATIONS: 1. PIPE (LOW-PRESSURE): STEEL PIPE; ASTM A53, TYPE OR S, ELECTRIC -RESISTANCE WELDED OR SEAMLESS, GRADE A OR B, SCHEDULE 40 GALVANIZED STEEL, PAINTED YELLOW. 2. PIPE FITTINGS (ABOVE GROUND): A. GRAY -IRON THREAD FITTINGS: ASME B16A CLASS 125, GALVANIZED STANDARD PATTERN. B. UNIONS: ASME B16.39, CLASS 150, BLACK MALLEABLE IRON, FEMALE PATTERN, BRASS TO IRON SEAT, GROUND JOINT. C. TRANSITION FITTINGS: TYPE, MATERIAL, AND END CONNECTIONS TO MATCH PIPING BEING JOINED. D. PROVIDE DI -ELECTRIC UNIONS WHERE REQUIRED BETWEEN DIFFERENT METALLIC PIPE MATERIALS. 3. PIPE (UNDERGROUND): POLYETHYLENE PIPE; ASTM D 2513, SOR II OR IN ACCORDANCE WITH LOCAL CODES AND REGULATIONS. _ 4. POLYETHYLENE FTFTINGS (UNDERGROUND): ASTM D 2683, SOCKET TYPE OR ASTM D 3261, BUTT TYPE WITH DIMENSIONS MATCHING ASTM D 2513, SDR 11, POLYETHYLENE PIPE. S. TRANSITION FITTINGS: MANUFACTURED PIPE FITTING FOR CONNECTION TO POLYETHYLENE PIPE AND WITH ONE ASTM A 533 / A 53M, SCHEDULE 40. GALVANIZED STEEL PIPE END FOR THREADED CONNECTION TO GALVANIZED STEEL PIPE. 6. SERVICE -LINE RISER: MANUFACTURED PIPE FlTRNG WITH POLYETHYLENE PIPE INLET FOR CONNECTION TO UNDERGROUND POLYETHYLENE PIPE RISER SECTION WITH PROTECTIVE -COATED, ANODES, STEEL CASING AND THREADED OUTLET FOR THREADED CONNECTION TO ABOVE GROUND STEEL PIPING. GENERATOR INSTALLATION RESPONSIBILITIES: PROPOSED VERIZON LP GAS GENERATOR NOTE: REFER TO GENERATOR MANUFACTURER'S RECOMMENDATION FOR GAS PIPING CONNECTION SIZE AND REQUIREMENTS. NOTE: GENERATOR SHOWN SCHEMATICALLY. SEE SITE PLAN SHEETS FOR GENERATOR LAYOUT. BTS ENGINEER: I. DELIVERY AND SET UP OF GENERATOR. GENERAL CONTRACTOR: I. RUNS STUB -UPS FOR LP GAS TO GENERATOR. 2. COORDINATE DEUVERY OF LP GAS LINE TO THE SITE. 3. PULLS ALARM WIRES, START CIRCUIT WIRES, CONTROL CIRCUIT WIRES, AND LINE VOLTAGE WIRES FROM THE PPC TO THE ATS AND TO THE GENERATOR. HOME RUNS WIRES BACK TO THE ATS 4. GROUNDS FOR GENERATOR. GENERATOR MANUFACTURER CERTIFIED ELECTRICIAN- 1. COMPLETES FUEL CONNECTIONS. 2. TERMINATES ALARMS AND CONTROL CIRCUITS TO THE GENERATOR. 3. INSTALL FUEL REGULATORS. 4. FINAL INSPECTION AND START UP. 5. NOTIFY OPERATIONS (CELL TECHS) TWO DAYS PRIOR TO START-UP SCHEDULE, PLAN ON CELL TECH ARRIVAL EARLY AFTERNOON. IF START-UP PROBLEMS OCCUR, NOTIFY CELL TECH OF DELAY BEFORE NOON. 6. RUN LOAD TEST (ADDITIONAL COST TO VERIZON) AS REQUIRED, MOSTLY IN CORE. 7. EMAIL COPY OF START-UP CHECK OFF LIST TO VERIZON. CELL TECH: 1. CELL TECH TO PUNCH DOWN ALL ALARMS IN CROSS CONNECT AND BTS. 2. CELL TECH TO VERIFY START-UP AND SIGN OFF ACCEPTING GENERATOR. 3. CELL TECH TO NOTIFY VIA TEXT MESSAGING OF ACCEPTANCE. GENERATOR MANUFACTURER / VERIZON WIRELESS START-UP PROCEDURES: NOTE: BEFORE RUNNING GENERATOR OR INTERRUPTING POWER, NOTIFY THE NETWORK OPERATIONS CENTER (NOC) AND APPROPRIATE CELL TECH I. INSPECT ALL CONNECTING CIRCUITS (GROUND LEADS - START LEADS - BLOCK HEATER - BATTERY CHARGER - POWER OUTLET LEADS) AND ANCHORING OF THE GENERATOR. 2. VERIFY ALL CIRCUITS ARE TERMINATED CORRECTLY AND CORRECT WIRE SIZES ARE USED, THE BATTERY IS CONNECTED, THE CHARGER ACTIVATED AND THE BATTERY IS CHARGING. 3. CHECK ALL LIQUID LEVELS. 4. PLACE ATS IN THE MANUAL MODE AND PROGRAMMED TO SET THE EXERCISER CLOCK TO OPERATE EVERY TWO WEEKS FOR ONE HOUR UNDER LOAD. 5. FUEL SYSTEM IS INSPECTED AND CHECKED FOR LEAKS. VERIFY CORRECT PRESSURE (4 TO 6 OUNCES) AND VERIFY PIPE SIZE. ' 6. DOCUMENT THE MODEL AND SERIAL NUMBER (SEND INFORMATION TO OPS AND BTS ENGINEER)- 7 ' PREPARE FOR A NO LOAD (MANUAL) START-UP - IF REQUIRED. S. VERIFY ATS IS IN MANUAL CONTROL POSITION. 9. START UP GENERATOR MANUALLY AND VERIFY VOLTAGE AND FREOUANCY. SET VOLTAGE FOR 230 VOLTS AND FREOUANCY FOR 60 HERTZ. 10. VERIFY ENGINE RUN ALARM IS ACTIVATED AND THERE IS CONTINUITY TO TELCO BOX. 11. INDUCE LOW OIL PRESSURE, HIGH WATER TEMP, OVER/UNDER VOLTAGE/FREOUANCY FAULTS SEPARATELY AND VERIFY THE ALARM IS ACTIVATED AND HAS CONTINUITY TO TELCO BOX. 12. PLACE ATS CONTROLS IN AUTOMATIC. 13. MANUALLY DISCONNECT COMMERCIAL POWER AND VERIFY GENERATOR TRANSFER. 14. ALLOW GENERATOR TO RUN UNDER LOAD FOR ONE HOUR - IF REQUIRED AND RECORD LOAD, COOLANT TEMPERATURE AND VOLTAGE (SEND INFORMATION TO OPS). I5. RESTORE COMMERCIAL POWER AND CHECK FOR TRANSFER, GENERATOR WILL REMAIN RUNNING FOR APPROXIMATELY 5 MINUTES FOR COOL DOWN. 16. COMPLETE ALL REQUIRED START-UP DOCUMENTATION LOCATED IN THE MANUAL, SCAN INTO JOB FILE AND EMAIL COPY TO KATOUGHT AND OPS. 17. CONTACT OPS TWO DAYS PRIOR TO TESTING. LIQUID PROPANE PIPING DETAILS � SCALE: NOT TO SCALE REVIEWED FOR ""ODE COMPLIANCE ST. LUCIE COUNTY verizonl/ 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 P" . P. MARSHALL & ASSOCIATES 6801 PORTWEST DR STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER: 131457 BU #: 800642 WEST MIDWAY CCI 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIPTION DES/Q 1 06/11/2021 SR ISSUED FOR PRELIMS RAN[ 2 07/20/2021 SR ISSUED FOR PRELINIS RAM 3 08/02/2021 SR ISSUED FOR FINALS R.AN[ 4 09/21/2021 SR REVISED FINALS RANT Q�G � GE N � S'•S, ate' No.53573 :r * � sPj ST E OF � •• OR1 G' „ �Ililll ll�„ PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 TT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTHIS DOCUNIENT. SHEET NUMBER REVISION: C-8 4 SITE PLAN DISCLAIMER PROPERTY UNES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN & EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT VERIZON AND THE CROWN CASTLE CM. EQUIPMENT KEY NOTES: - Oj EXISTING VERIZON POWER UTILITY METER LOCATED ON EXISTING - VERIZON UTILITY H-FRAME. (E) VERIZON UNDERGROUND 2O EXISTING VERIZON 200A, 120/240V AC DISCONNECT. GROUND SYSTEM (TYP.) ' O3 RELOCATED 2" SCH. 40 PVC CONDUIT FOR POWER FROM EXISTING UTILITY BREAKER TO PROPOSED 200A ILC [TOO+/- LF]. OPROPOSED 2" SCH. 40 PVC CONDUIT FOR BACKUP POWER FROM PROPOSED 200A ILC TO PROPOSED GENERATOR (TYP.) [TO+/- LF]. OPROPOSED 1" SCH. 40 PVC CONDUIT FOR REMOTE START WITH RELAY FROM PROPOSED 200A ILC TO PROPOSED GENERATOR [10+/- LF]. OPROPOSED 1" SCH. 40 PVC CONDUIT FOR HEATER BLOCK AND BATTERY CHARGER FROM PROPOSED 200A ILC TO PROPOSED GENERATOR [10+/- LF]. 0PROPOSED #2 AWG DARE TINNED SCUD COPPER WIRE: 2-HOLE LUG CONNECTION FROM EQUIPMENT TO GROUND RING. GROUND _ PER MANUFACTURER SPECIFICATIONS. J CLEARANCE NOTE: MINIMUM GENERATOR CLEARANCE MUST BE PROVIDED IN ACCORDANCE WITH THE MOST STRINGENT GOVERNING ADOPTED BUILDING CODE AND/OR THE MANUFACTURER'S SPECIFICATIONS AND DETAILS, WHICHEVER CRITERIA IS GREATER. ACCESS NOTE: PROVIDE 3'-0" MINIMUM NEC AND OSHA ACCESS CLEARANCE FOR ALL GENERATOR ACCESS DOORS AND AC POWER PANELS (TYP.) CONDUIT NOTE: ALL BURIED CONDUIT SHALL BE PVC SCHED]ON 40. ALL EXPOSED CONDUIT AND ALL CONDUIT ROUTED ACR THE TOPS OF SLABS AND PLATFORMS SHALL BE SCH. 80 PVC 1-5/8" UNISTRUT OR EQUIVALEN I. TRENCHING NOTE: THE CONTRACTOR SHALL HAND DIG ALL CONDUIT TRENCHES LOCATED WITHIN THE EXISTING FENCED COMPOUND. MECHANICAL EXCAVATION 15 NOT ALLOWED BY CROWN CASTLE USA, INC. 7 7 c7 � (P) VERIZON (P) VERIZON CONSOLIDATED BAR, EQUIP & CABINET POWER CABINET I I — I I I I L----------- ---1 V� I � I I I I I I 7 I gN 7 �3 W z I (P) VERIZON 200A ILC L-1 ITI 5 6 7 O L ELECTRICAL & GROUNDING SITE PROPOSED PLAN SCALE: ® 3/8-=1'-0" 2 1 (FULL SIZE) 0 2• 3/16.=1'-0" (11.17) I I I I L-------------�---1 v l (E) VERIZON POWER I - - — - ° - - -- - -- - -- - - -- - — CONDUIT TO BE RELOCATED (E) VERIZON UNDERGROUND y GROUND SYSTEM (TYP.) I I H I (E) VERIZON 200A --- I ATS TO BE REMOVED I I (E) GROUND LEAD TO EQUIPMENT — TO BE REMOVED (TYP.) r REMOVE (E) VERIZON - BASE BATTERY (E) VERIZON GENERATOR `I — — --:---------- J CABINET BE REMOVED REMOVE (E) REMOVE (E) I I� VEIZON RBATTERY REMOVE (E) R6101 ICSSi0 BASE BATTTERERIOY II BASE CABINET I CABINET CABINET I I I In • I REMOVE (E) 3OKW LP GENERATOR I (-1 — IZON 200A AC PEANEL TO BEREMOVED Li --(E) VERIZON MIS TO BE REMOVED ELECTRICAL & GROUNDING SITE DEMO PLAN SCALE: 3/8--1'-0- (FULL SIZE) 2• 1• 0 2• 3/16'=1'-0" (1107) IV NOTES: 1. ALL EQUIPMENT SHALL BE NEMA 3R RATED. 2. ALL EQUIPMENT SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH TIA-222—G AND VERIZON WIRELESS STANDARDS. 3. CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE DROP (TOTAL SYSTEM VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%). 4. WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO ILC ASSUMES POWER FACTOR OF 0.9. 5. BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC. ABOVE GRADE CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC CONDUIT SHALL TRANSITION TO.GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUT SHALL MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED. REVIEWED FOR ®E COMPLIANCE ST. LUCIE COUNTY BOCC verizonv 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 O P. MARSHALL & ASSOCIATES 6801 PORTWEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER: 131457 BU #: 800642 FL WEST MIDWAY CCI 8001 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIPTION DES/Q 1 06/11/2021 SR ISSUED FOR PRELI\fS RANI 2 07/20/2021 SR ISSUED FOR PRELINfS RANI 3 08/02/2021 SR ISSUED FOR FINALS RAN( 4 09/21/3021 SR REVISED FINALS RAM CE^'ssti No.53573 ST EOF lV� � � •.. O R10P.��� TONAL /1111111111•\ PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTERTHIS DOCUNIENT. SHEET NUMBER: G-1 REVISION: 4 A op SITE PAN DISCLAIMER - PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS - SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN & EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDMONS. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT VERIZON AND THE CROWN CASTLE CM. 3-#3/0 AWG #6 AWG EG 2" CONDUIT 200AA6 1200Ao I N E� VERIZON WIRELESS ILC CABINET WITH 2P/200A UTILITY BREAKER L 200A ATS INTEGRATED LOAD CENTER 3-#3/0 AWG 6 AWG EG 2" CONDUIT (185 LF MAX NOTE: THE GENERATOR USED IN CONJUNCTION WITH A 2-POLE ILC WITH A SOLID NEUTRAL IS NOT A SEPARATELY 'DERIVED SYSTEM. AS SUCH, DO NOT BOND THE NEUTRAL TO GROUND AT THE GENERATOR VERIZON WIRELESS 50KW 120/24OV, LIQUID PROPANE GENERATOR WITH 2O0A MAIN FUSED BREAKER. GENERATOR IS IN A NEMA 3R ENCLOSURE. SUPPLIED WITH 150OW 120V BLOCK HEATER. 1 200A 200A _ � CAM LOK 1" CONDUIT FOR GEN CONTROLS & ALARMS 4-#12 AWG,1-#12 AWG EG, 1" CONDUIT (FOR GEN HEATER & BATT. CHAF PANEL NAME LOCATION, VOLTAGE: 240/120 10 MAIN C/B 200 AMPS BUS RATING: 200 AMPS MOUNTING! ENCLOSURE: SURFACE /NEMA 3R (P) ILC EQUIPMENT FRAME AVAIL FAULT CURRENT: .7120/2021 SHORT CIRCUIT RATING: 42,000 AMPS/ POLES I WIRE & CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE & CONDUIT AMPS/ POLES LOAD TYPE DESCRIPTION CONN.LOAD KVA AMPS DEMAND FACTOR DESIGNLOAD KVA AMPS L LIGHTING 0-01 0.0 0.0 R RECEPTACLE 0.0 0.0 0.0M MOTOR 0.0 0.D 0.2H HEATING 0.0 0.0 ftNECO.O 0.0AC HVAC 0.0 0.0 0.5EO EQUIPMENT 36.6 152.6 0.7E EXISTING 0.0 0.0 0.0 ELECTRICAL ONE LINE & LOAD ANAYLYSIS PROPOSED PLAN L SCALE: NOT TO SCALE PDU CAB 45.8 kVA NOTES. EXISTING -(E)- BREAKERS TO BE RELOCATED TO NEW PANEL verizon%l 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CROWN v CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 35244 P O P. MARSHALL & ASSOCIATES 6801 PORTIVEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER: 131457 BU #: 800642 WEST MIDWAY CCI 8001 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: _�'-- p REVIEWEDP l W � C @@®dd� REV DATE D. DESCRIPTION DES./Q 1 06/11/2021 SR ISSUED FOR PRELIMS RAAI _gy�� 2 SR ISSUED FOR PRELIMS RAM - - - p® COMPLIANCE 3 ././.1 O8/02/1D21 SR ISSUED FOR FINALS RAM m/O®E 4 01/21/2021 SR REVISED FINALS RAAI -. Ao 1 ST■ LUCIE COUNTY Bocc - -- (E) VERIZON GENERATOR TO BE REMOVED ' ' MgRS (E) VERIZON POWER CONDUIT TO BE RELOCATED I 430KW1 PANEL NAME LOCATION _ VOLTAGE 2401120 10 MOUNTING G�•w /ENCLOSURE SURFACE / NEMA 3R _\ (D) PANEL EQUIPMENT FRAME MAIN C/B 200 AMPS AVAIL. FAULT CURRENT • (E) VERIZON 200A -� \ IL (E) VERIZON GENERATOR AMPS/ 6/11/2021 BUS RATING 200 AMPS SHORT CIRCUIT RATING EXISTING _ aQ:` No. 53573 :.'' - ATS TO BE REMOVED L L J CONDUITS TO BE REMOVED POLES WIRE & CONDUIT TYPE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE & CONDUIT AMPS/ POLES T2012 E (D) SURGE 0.10 1 2.60 2 2.50 D BTS E 80/2 _ 7C - E - OAO 3 `2.50 2.60 4 2.50 - E - L (E) VERIZON POWER CONDUIT TO BE REMOVED II i _ -(E) TO BE REMOVED �' 20/1 80/2 E E (E GFI (D) BTS 0.50 2.50 5 7 4.50 6 8 2.00 2.00 D LTE T E E 60/2 - `2` _ !- •' ••� _ GEN 1 E - 2.50 9 3.50 10 1.00 D GEN RELAY E 2012 '. ST E OF •/lV •�/ I PLUG 20/1 E D GEN BATT 1.00 11 ,3 2.00 12 1.D0 - E •• OR1�P'G� 14 VERIZON 200A ,5 16 OWV PHASE TOTAL 8.6 9.1 KVA (E) MIS TO BE REMOVEDL \ 0 E VERIZON GENERATOR () CONDUITS TO BE REMOVED TOTAL CONNECTED LOADI 17.7 kVA 74 A J pATRICKMARSHALL,IIi PE TOTAL DEMAND LOAD 22.1 kVA 92 A REGISTERED ENGINEER (IT VERIZON POWER LOAD DESCRIPTION LOAD DEMAND DESIGN LOAD STATE OF FLORIDA #053573 CONDUIT TO BE REMOVED I TYPE KVA KVA AMPS FACTOR KVA AMPS P MARSHALL & ASSOCIATES CA #27595 f_ r L R LIGHTING RECEPTACLE 0.0 0.0 0.0 0.0 1.25 NEC 0.0 0.0 0.0 0.0 NOTES EXISTING "(E)" BREAKERS TO BE RELOCATED TO NEW PANEL (E) VERIZON 200A AC PANEL TO BE REMOVED / 200A I M H MOTOR 0.0 0.0 NEC 0.0 0.0 DEMOLISHED -(Dp BREAKERS TO BE REMOVED HEATING 0.0 0.0 1.00 , 0.0 0.0 (E) BREAKERS TO BE AC HVAC 0.0 0 0 1.00 . 0.0 0.0 ITIS A VIOLATION OF LAW FOR ANY PERSON, RELOCATED TO NEW ILC I EQ EQUIPMENT 0.0 0.0 1.00 0.0 0.0 UNLESS THEY ARE ACTING UNDER THE DIRECTION E EXISTING 17.7 73.8 1.25 22.1 92.2 OF A LICENSED PROFESSIONAL ENGINEER TO ALTERTHIS 'ALL EOUIPMENIT LOADS CONSIDERED CONTINUOUS LOADS DOCUMENT. SH/E^ET`NUM//////BE�����'R REVISIONc ELECTRICAL ONE LINE & LOAD ANALYSIS DEMO PLAN L � c J II I SCALE: NOT TO SCALE _ 4 TO ANTENNA COAX I — COPPER/GALVANIZED GROUND BAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000`00 O O o o 0 0 0 0 0 0 o O o 0 0 0 0 0 0 TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. ��ANTENNA SECTOR GROUND BAR DETAIL SCALE: NOT TO SCALE TO TOWER MOUNTED EQUIPMENT — (TYP) TO ANTENNA ANTENNA GROUND BAR STANDARD COAXCABLE LOCATED AT MCL � (BONDED TO TOWER STEEL) GROUND KIT (TYP) — #6 STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION (OR AS PROVIDED WITH GROUND KIT) (TYP) COAX GROUND BAR WITH—, INSULATORS, BONDED DIRECTLY TO THE BOTTOM OF TOWER '\ ---- COAX CABLE (TYP FOR ALL) WITH STAINLESS STEEL HARDWARE. \ SEE NOTE 1 _ _ _ 6 AWG 2 HOLE LUG (TYP) MECHANICAL CONNECTION--- (TYP) 2/0 TINNED BARE----�'- - -- -I' — TO BTS EQUIPMENT VIA COPPER WIRE TRAY OR ICE BRIDGE GRADE GROUND RING-N---'----- GROUND WIRE (NOTE 3) — EXOTHERMIC WELD (TYP) NOTES, 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI -OXIDANT COATING. 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. TYPICAL ANTENNA CABLE GROUNDING SCALE: NOT TO SCALE TO ANTENNA COAX COPPER/GALVANIZED GROUND BAR i o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o O o O o 0 0 0 0 0 0 0 O 0 O I — #2 SOLID TINNED COPPER CONDUCTOR TO /SHELTER GROUND 1� TYP. FOR BOTTOM GROUND BARNONLY) TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. (—,)-�TOWER/SHELTER GROUND BAR DETAIL L SCALE: NOT TO SCALE — STAINLESS STEEL BOLT (TYP) — STAINLESS STEEL FLAT WASHER 2-HOLE CRIMP/ — (TYP) COMPRESSION CONNECTOR GROUND EAR STAINLESS STEEL FLAT WASHER STAINLESS STEEL — (TYP) BELLVILLE WASHER — STAINLESS STEEL NUT (TYP) (TYP) SINGLE CONNECTOR AT GROUND BARS STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER DRAGON TOOTH WASHER — (TYP) --- STEEL 2-HOLE CRIMP/ ---- - COMPRESSION -- - STAINLESS STEEL CONNECTOR FLAT WASHER (TYP) STAINLESS STEEL - _ — STAINLESS STEEL NUT BELLVILLE WASHER _ (TYP) (TYP) SINGLE CONNECTOR AT STEEL OBJECTS STAINLESS STEEL SELF -DRILLING STAINLESS STEEL METAL SCREW FLAT WASHER (TYP) r (TYP) i 2-HOLE CRIMP/ COMPRESSION - CONNECTOR DRAGON TOOTH WASHER —J — METALLIC OBJECT (TYP) SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS /-� HARDWARE DETAIL FOR EXTERIOR CONNECTIONS � SCALE: NOT TO SCALE T/FINISH GRADE — — 8" PVC PLUG — 8" PVC PLUG CPLG. (THIRD.) SUBGRADE #2 SOLID (TEST LOOP) -- NOTCH SIDES OF 8" PVC SCH 40 PIPE TO ALLOW EXIT/ENTRANCE OF ' GROUND RING WIRE TRENCH BOTTOM 2/0 TINNED CU EXTERNAL CADWELD TEST LOOP TO — TOWER GROUND RING WIRE GROUND RING WIRE NOTES: 5/8" 0 x 10'-0" LONG COPPER CLAD GROUND ROD 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) 11NSPECTION WELL DETAIL �SCALE: NOT TO SCALE 6" WIDE METALLIC HTEL GRADE — WARNING/LOCATOR TAPE AT 12" DEPTH N " EXOTHERMIC WELD 0 \\ 1 GROUND RING A2 COPPER WIRE SOLID, TINNED FOR CARRIER AND ICE BRIDGE GROUND LOOP -- GROUND RING 2/0 FOR TOWER GROUND LOOP GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/8 0 x 10'-0" LONG NOTES: 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) c GROUND ROD DETAILGROUND ROD DETAIL �� SCALE: NOT TO SCALE CODE COMPLIANCE ST. LUCIE COUNTY verizonv 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE, SUITE 105 BIRMINGHAM, AL 3524E P" P. MARSHALL & ASSOCIATES 6801 PORTWPST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER: 131457 BU #: 800642 WEST MIDWAY CCI 8001 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q 1 06/11/2021 SR ISSUED FOR PRELINIS RA.\I 2 07/7D/2D21 SR ISSUED FOR PRELIMS RANI 3 08/02/2D21 FSR ISSUED FOR FINALS RANI 4 ./21/2021 SR REVISED FINALS RANI .... GEN =aQ ' No. 53573 * * c"My S TEOF lV S.�0RI1DP`,G��� TONAL � '�Ir 111111I ` PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 TT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUNfENT. SHEET NUMBER REVISION: G-3.4 i, III xz _ [a ���[j WIRE SIZE BURNDY LUG BOLT SIZE $6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE CY #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT % �l C�% Q��- 5 �,4 jyPE WTYPE VN TYPE NC TYPE SS TYPE GR V/ �Y TYPE_Vs@ TYPE TYPE GT' . NOTE: I. ERICO EXOTHERMIC 'MOLD TYPES' SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. , CADWELD GROUNDING CONNECTIONS SCALE: NOT TO SCALE WEATHERPROOFING KIT - (SEE NOTE 3) (TYPICALLY) ANTENNA CABLE 12' TO 120' MAX. I I � I #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED - � TO GROUND BAR). SEE NOTE I & 2 N d I � CABLE GROUND KIT CABLE CONNECTOR NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. I� CABLE GROUND KIT CONNECTION SCALE: NOT TO SCALE 3/8-11x1' TAMPER RESISTANT BOLT INSULATORS --_-__ SEE NOTE 2. (TYP) 0 WALL BRACKET --- GYP) 0 0 0 0 ® 0 0 10 0 0 0 0 I 0 0 0 - UNIVERSAL COPPER / 0 GROUND BAR (4%20") LOCK WASHER - P/N M10 (TYP) TWO -HOLE COMPRESSION LUG NOTES; I. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. 6 GROUND BAR DETAIL SCALE: NOTTO SCALE TO ANTENNAS RX2 COAX JUMPER (TYP.) - CONNECTOR WEATHERPROOFING KIT (TYP. SEE NOTE 2) ANTENNA CABLE - TO BTS EQUIPMENT (TYP.) #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT BURNDY GROUND LUG W/ - -HEAT SHRINK LONG BARREL (SEE CHART) (CLEAR) NUT _ -GROUNDING (TYP) CONDUCTOR LOCK WASHER - (TYP) GROUND BAR J , BOLT I -(SEE CHART) (TYP) -BURNDY TWO HOLE LUG W/ LONG BARREL (SEE CHART) -BARE WIRE TO BE NO-OX AT BOTH ENDS -STRANDED (GREEN INSULATED) ONLY FOR $6 AWG (SEE CHART) WEATHERPROOFING KIT (TYP) NOTES: -- GROUND KIT (TYP) L ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. —#6 AWG , MECHANICAL LUG CONNECTION - COPPER/GALVANIZED COAX � SCALE: NOT TO SCALE GROUND BAR BONDED DIRECTLY TOWER #6 AWG MIN. FROM ANTENNA CABLE _ GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE 2. WEATHER PROOFING SHALL BE TWO-PART TAPE HIT. COLD SHRINK SHALL NOT BE USED. BRIDGE, OR ON ANTENNA TOWER % n1GROUND CABLE CONNECTION � SCALE: NOT TO SCALE NOTE: MINIMUM OF - - S/S NUT 3 THREADS TO BE (TYP) VISIBLE (TYP) -- S/S SPLIT WASHER 2 HOLE LONG - . BARREL TINNED / I (TYP) SOLID COPPER LUG - S/S FLAT (TYp) WASHER (TYP) TIN COATED SOLID -' COPPER BUS BAR � - S/S FLAT WASHER CHERRY INSULATOR (TYP) INSTALLED IF REQUIRED -- S/S BOLT (TYP) 7 LUG DETAIL SCALE: NOT TO SCALE -TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BARE CONDUCTOR WIRE TO BUILDING SERVICE GROUND OR GROUND RING I� GROUNDWIRE INSTALLATION � SCALE: NOT TO SCALE -GROUNDING SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER 12 TINNED SOUD IN 3/4- LIQUID TIGHT CONDUIT PIPE FROM 24" BELOW GRADE TO WITHIN 3" TO 6" \ OF CAD -WELD TERMINATION POINT. EXPOSED _ END OF THE UQUID TIGHT CONDUIT MUST BE _ SEALED WITH SILICONE CAULK. -- - - L�TI I CADWELD (TYP),, REVIEWED F 00®E COMPLII TIE INTO EXISTING GROUND RING r l- �i �� ST. LUCIE COI II I ' I LI ROCC ��TRANSITIONING GROUND DETAIL v SCALE: NOT TO SCALE verizonv 180 NVASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 CCCROWN CASTLE 2 CHASE CORPORATE DRIVE; SUITE 105 BU MINGHAM, AL 35244 P" P. MARSHALL & ASSOCIATES 6801 PORT VEST DR. STE 100, HOUSTON, TX 77024 OFFICE 713-677-0964 VERIZON SITE NUMBER 131457 BU #: 800642 WEST MIDWAY CCI 8001 16800 OKEECHOBEE RD. FORT PIERCE, FL 34945 EXISTING 245'-0" SELF SUPPORT TOWER ISSUED FOR: REV DATE DR%VN DESCRIPTION DES/Q 1 06/11/2021 SR ISSUED FOR PRELIMS RANI 2 07/20/2021 SR ISSUED FOR PRELINIS RANI 3 08/02/2021 SR ISSUED FOR FINALS RAM 4 D9/21/2021 SR REVISED FINALS RANI LQ\�,� CENSF S,y No. 53573 .r . �O•• ST IIIIIII II1.1 PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA #27595 R IOLATION OF LAW FOR ANY PERSON, SY ARE ACTING UNDER THE DIRECTION CENSED PROFESSIONAL ENGINEER, TO ALTERTHIS DOCUMENT. SHEET NUMBER: REVISI G-4 4