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HomeMy WebLinkAboutAPPROVED Construction DrawingsSHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.G-001 SEAL: DESCRIPTIONREV.DATEBY DATE DRAWN:03/27/21 ATC JOB NO: A2P0048A CUSTOMER ID: 13619846 A2P0048A CUSTOMER #: T Mobile © 5110 ATC SITE NAME: ANGLE ROAD A2P0048A 14101 S. ANGLE RD WEST ST. LUCIE, FL ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: 158 BUSINESS CENTER DRIVE BIRMINGHAM, AL 35244 TEL: 205-252-6985 FAX: 205-320-1504 JEREMY D. SHARIT PE FL LIC 75137 FINAL PLANS ISSUED0 DR 04/20/21 0 TITLE SHEET B PRELIM CAO 04/17/21 LOCATION MAPVICINITY MAP Know what's below. Call before you dig. R COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION UTILITY COMPANIES SHEET INDEX SHEET NO:DESCRIPTION:REV:DATE:BY: G-001 TITLE SHEET 0 04/20/21 DR G-002 GENERAL NOTES 0 04/20/21 DR C-101 DETAILED SITE PLAN 0 04/20/21 DR C-102 DETAILED GROUND PLAN 0 04/20/21 DR C-201 TOWER ELEVATION 0 04/20/21 DR C-401 ANTENNA INFORMATION & SCHEDULE 0 04/20/21 DR C-501 CONSTRUCTION DETAILS 0 04/20/21 DR C-502 EQUIPMENT SPECIFICATIONS 0 04/20/21 DR E-501 GROUNDING DETAILS 0 04/20/21 DR R-601 SUPPLEMENTAL R-602 SUPPLEMENTAL R-603 SUPPLEMENTAL POWER COMPANY: FLORIDA POWER & LIGHT (FPL) PHONE: N/A TELEPHONE COMPANY: N/A PHONE: N/A ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1.2020 FLORIDA BUILDING CODE, 7TH EDITION 2.ANSI/TIA-222-H 3.7TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA 70) 4.2017 NATIONAL ELECTRICAL CODE 5.BASIC WIND SPEED: 151 MPH (3-SECOND GUST, VASD) / 117 MPH (3-SECOND GUST, VULT) 6.CITY/COUNTY ORDINANCES SITE LOCATION SITE ADDRESS: 14101 S. ANGLE RD WEST ST. LUCIE, FL COUNTY: LEE GEOGRAPHIC COORDINATES: LATITUDE: 27.47083473 LONGITUDE: -80.45096588 GROUND ELEVATION: 23' AMSL ANGLE ROAD 1.THE FACILITY IS UNMANNED. 2.A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4.NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5.HANDICAP ACCESS IS NOT REQUIRED. PROJECT NOTES THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: TOWER WORK: REMOVE (3) SECTOR MOUNTS, (9) ANTENNA(s), (9) RRH(s), (3) COVP(s), (6) 1 5 8 " COAX CABLE(s), (3) 1.24" HYBRID CABLE INSTALL (3) SECTOR MOUNTS, (3) ANTENNA(s), (9) RRH(s) AND (3) 1.99" HYBRID TRUNK CABLE(s) GROUND WORK: REMOVE (1) FCOA CABINET, (1) SSC (LARGE), (1) COVP NSTALL (1) 6160 SSC CABINET AND (1) B160 BATTERY CABINET EXISTING (1) PPC ENCLOSURE TO REMAIN PROJECT LOCATION DIRECTIONS FROM I-95 AT EXIT #131 TRAVEL WEST ON SR-68 FOR 0.2 TENTHS OF A MILE. TURN RIGHT (NORTH) ONTO SR-713 NORTH KINGS HWY. AND TRAVEL 1.5 MILES. THEN TURN LEFT (WEST) ONTO CR-607A (W. ANGLE ROAD) AND TRAVEL 2.9 MILES AND TURN RIGHT (NORTH) ONTO ACCESS ROAD. PASS THROUGH GATE AND FOLLOW DIRT ACCESS ROAD BACK TO SITE. ATC SITE NAME: ANGLE ROAD ATC SITE NUMBER: 5110 T-MOBILE SITE NAME: A2P0048A T-MOBILE SITE NUMBER: A2P0048A SITE ADDRESS:14101 S. ANGLE RD WEST ST. LUCIE, FL PROJECT TEAM APPLICANT: T-MOBILE TOWER OWNER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 ENGINEER: SMW ENGINEERING 158 BUSINESS CENTER DRIVE BIRMINGHAM, AL 35244 CONTACT: JEREMY SHARIT, PE PHONE: 205-397-6781 SMW JOB #17-5053.1 PROPERTY OWNER: INDRIO HOLDINGS LLC 1626 90TH AVENUE VERO BEACH, FLORIDA 32966 T-MOBILE EXCALIBUR ANTENNA AMENDMENT PLAN SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.G-002SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210GENERAL NOTESBPRELIMCAO04/17/21GENERAL CONSTRUCTION NOTES:1.OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THECONTRACTOR WILL INSTALLA.BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUNDBUILD/CO-LOCATE ONLY)B.AC/TELCO INTERFACE BOX (PPC)C.ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GCTO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)D.TOWERS, MONOPOLESE.TOWER LIGHTINGF.GENERATORS & LIQUID PROPANE TANKG.ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTINGH.ANTENNAS (INSTALLED BY OTHERS)I.TRANSMISSION LINEJ.TRANSMISSION LINE JUMPERSK.TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITSL.TRANSMISSION LINE GROUND KITSM.HANGERSN.HOISTING GRIPSO.BTS EQUIPMENT2.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THECOMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCHMATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM,ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS ANDDISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS ANDRUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES ANDALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TOTHE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FORPERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIREDPERMITS.3.ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCALCODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTIONSPECIFICATIONS.4.CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUNDUTILITIES PRIOR TO START OF CONSTRUCTION.5.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIREDINSPECTIONS.6.ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, ANDSITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALLDISCREPANCIES REPORTED TO THE ENGINEER.7.DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.8.DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESSOTHERWISE NOTED.9.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTIONSAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.10.CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDEDFOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,ANCHOR BOLTS, ETC.11.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDSDRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.12.INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING ORNONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILEREP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALLREQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING.13.EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HISWORK WITH THE WORK OF OTHERS.14.CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THISPROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTIONOF THE T-MOBILE CONSTRUCTION MANAGER.15.ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURINGINSTALLATION USING A SILICONE SEALANT.16.WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORDIMMEDIATELY.17.CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETEAND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.18.CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OFEACH DAY.19.CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWERCORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OFOTHER OCCUPANTS OF THE FACILITY.20.CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC)WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.21.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REPTO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDEDSHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALLALL ITEMS PROVIDED.22.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REPTO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIREDPERMITS NOT OBTAINED BY T-MOBILE MUST BE OBTAINED, AND PAID FOR, BY THECONTRACTOR.23.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILESPECIFICATIONS AND REQUIREMENTS.24.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION.25.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'SSPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND ASSHOWN IN THESE PLANS.26.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTIONMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FORCOORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.27.CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS IN ADVANCE OFPOURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS ORSEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW ANDAPPROVAL.28.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITHALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALLNECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICESSUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING,TRENCH BOXES/SLOPING, BARRIERS, ETC.29.THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES ANDSUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANYDAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HISREPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THISCONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HISWORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HISEXPENSE TO THE OWNER'S SATISFACTION.30.ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNERBY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIPSHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANY WORK FOUND BYTHE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BEREPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL ISOBTAINED.31.IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OFMATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/ORMANUFACTURER’S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERSAS SPECIFIED.32.T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE WAREHOUSE,NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTEDAND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACETHE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP.33.T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANYEQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITHTHE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THEEQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THEREQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TOT-MOBILE OR THEIR ARCHITECT/ENGINEER.SPECIAL CONSTRUCTIONANTENNA INSTALLATION NOTES:1.WORK INCLUDED:A.ANTENNA AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER ASEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNAINSTALLATION CONTRACTOR IN TERMS OD COORDINATION AND SITE ACCESS.ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OFPERSONNEL ANDB.INSTALL ANTENNA AS INDICATE ON DRAWINGS AND T-MOBILE SPECIFICATIONS.C.INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGSD.INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE.E.CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USINGANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCYDOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER.SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTINGRECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICEAND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION.F.INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS ANDEQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALLCONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'SREQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OFENTRY PORT LOCATION UNLESS OTHERWISE STATED.G.ANTENNA AND COAXIAL CABLE GROUNDING:2.ALL EXTERIOR #6 GREED GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BEWEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OREQUAL.3.ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OFCOAXIAL CABLE (NOT WITHIN BENDS)ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESECONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATCENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING ORANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIORAPPROVAL FROM ATC ENGINEERING SHALL BE THE SOLERESPONSIBILITY OF THE GENERAL CONTRACTOR. XXXXXX X X X XXXX SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-101SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210DETAILED SITE PLANBPRELIMCAO04/17/21SITE PLAN NOTES:1.THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITEPRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT.2.ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALLPROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEWPORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS.3.THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. LEGENDAUTOMATIC TRANSFER SWITCHATSDISCONNECTDELECTRICALEFIBERFBOLLARDBGENERATOR RECEPTACALGHAND HOLE, VAULTHH, VICE BRIDGEIBKENTROX BOXKGENERATORGENMETERMLIGHTING CONTROLLCPULL BOXPBPOWER POLEPPTELCOTTRANSFORMERTRNXCHAINLINK FENCEGROUNDING TEST WELLCELL SITE CABINETCSCPROPOSED CABLE LENGTH:1.ESTIMATED LENGTH OF PROPOSED CABLE IS 230'.ESTIMATED LENGTH OF CABLE WAS PROVIDED BYCUSTOMER OR CALCULATED BY ADDING THE RADCENTER AND THE DISTANCE FROM THE SHELTERENTRY PLATE TO THE TOWER (ALONG THE ICEBRIDGE) AND A SAFETY FACTOR MEASUREMENT OF15% (OF THE TWO PREVIOUS VALUES), CDS DEFERTO GREATEST CABLE LENGTH.2.ROUTE PROPOSED CABLES ALONG SAME PATH ASEXISTING CABLES AND IN ACCORDANCE WITHSTRUCTURAL ANALYSIS. IF ADEQUATE SPACEEXISTS, ROUTE CABLES THROUGH ENTRY PORTHOLE, UP INSIDE OF MONOPOLE, AND THROUGH EXITPORT HOLE. IF ROUTING OUTSIDE THE MONOPOLE,ATTACH CABLES USING STAND-OFF ADAPTERSMOUNTED TO TOWER USING STAINLESS STEELBANDING. ADEQUATELY SECURE CABLES USINGEITHER APPROPRIATELY SIZED STAINLESS STEELSNAP-INS OR MOUNTING HARDWARE AND BRACKETSAS SPECIFIED BY CABLE MANUFACTURER.1DETAILED SITE PLANGRAPHIC SCALE( IN FEET )1 UNIT = 10 FEET105010GROUND WORK:1.TECH LIGHTS WILL BE REPOSITIONED IF NECESSARY,PROVIDE LIGHTING INSIDE THE CABINETS.2.EXISTING BTS CABINETS TO BE REMOVED. UTIILTY FEEDSINCLUDING PPC SHALL REMAIN AND RECONNECT.PROPOSEDT-MOBILE ENCLOSURE6160 CABINETPROPOSED B160BATTERY CABINET(1) 1.58" HYBRID(1)1.46" HYBRID(6) 114" COAX(TO BE REMOVED)PROPOSED (3) 1.99" HYBRID CABLE(ROUTED PER PROPOSED CABLELENGTH NOTE 2) (REFER TOPROPOSED CABLE LENGTH NOTE ONTHIS PAGE) SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-102SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210BPRELIMCAO04/17/21DETAILED GROUNDPLANGROUND WORK:1.TECH LIGHTS WILL BE REPOSITIONED IF NECESSARY,PROVIDE LIGHTING INSIDE THE CABINETS.2.EXISTING BTS CABINETS TO BE REMOVED. UTIILTY FEEDSINCLUDING PPC SHALL REMAIN AND RECONNECT.1EXISTING GROUND EQUIPMENT (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED) SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-201SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210TOWER ELEVATIONBPRELIMCAO04/17/21EXISTING T-MOBILERAD CENTER @187'2C-401PROPOSED T-MOBILEEQUIPMENT1C-401TOWER NOTE:1.IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONFIRM WITH THE PROJECT MANAGER THATTHEY HAVE THE MOST RECENT VERSION OF THESTRUCTURAL ANALYSIS BEFORE COMMENCINGWORK. EXISTING AND PROPOSED TOWERAPPURTENANCES, MOUNTS, AND ANTENNAS ARESHOWN BASED ON THE STRUCTURAL ANALYSIS.2.WHERE APPLICABLE, ALL NEW ANTENNAS,EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BEPAINTED/SOCKED TO MATCH EXISTING EQUIPMENTIN ACCORDANCE WITH FAA, JURISDICTION, AND/OROTHER LOCAL REQUIREMENTS.3.ROUTE PROPOSED CABLES ALONG SAME PATH ASEXISTING CABLES AND IN ACCORDANCE WITHSTRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZEEXISTING CABLE SUPPORT STRUCTURES ASPROVIDED FOR CARRIER TO ADEQUATELY SECURECABLES, USING EITHER APPROPRIATELY SIZEDSTAINLESS STEEL SNAP-INS OR MOUNTINGHARDWARE AND BRACKETS AS SPECIFIED BYCABLE MANUFACTURER. OTHERWISE, ATTACHCABLES TO HORIZONTAL OR DIAGONAL TOWERMEMBERS USING PROPOSED STAINLESS STEELADAPTERS (DO NOT ATTACH TO TOWER LEG).4.TOWER ELEVATIONS ARE MEASURED FROM TOPOF BASE PLATE TO MATCH STRUCTURALANALYSIS. ELEVATIONS DO NOT REFLECT TRUEABOVE GROUND LEVEL (A.G.L.)1TOWER ELEVATIONSCALE: 1"= 40'THE EXISTING MOUNT CANNOT ADEQUATELYSUPPORT THE PROPOSED LOADING. THEPROPOSED MOUNT, INCLUDED AT THE END OFTHIS PLAN SET, MUST BE INSTALLED PRIOR TOTHE INSTALLATION OF THE PROPOSEDANTENNAS AND OTHER EQUIPMENT SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-401SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210ANTENNA INFORMATION& SCHEDULEBPRELIMCAO04/17/213ANTENNA AND RF EQUIPMENT SCHEDULEFINAL ANTENNA SCHEDULELOCATIONANTENNA SUMMARYNON ANTENNA SUMMARYSECTORRADAZPOSANTENNABANDMECH/ELECD-TILTSTATUSADDITIONAL TOWERMOUNTED EQUIPMENTSTATUSALPHA187'60°A1----A2FFV4-65C-R3-V1--ADD4424/4415/4449ADDA3---BETA187'180°B1----B2FFV4-65C-R3-V1--ADD4424/4415/4449ADDB3---GAMMA187'300°C1----C2FFV4-65C-R3-V1--ADD4424/4415/4449ADDC3---2FINAL ANTENNA PLANSCALE: N.T.S.FINAL FIBER DISTRIBUTION / OVP BOXFINAL CABLING SUMMARYMODEL NUMBERSTATUSCOAXHYBRIDSTATUS---(3) 1.99" @ 230'ADD-----CABLE LENGTHS FOR JUMPERSJUNCTION BOX TO RRU: 15'RRU TO ANTENNA: 10'1.CONFIRM WITH T-MOBILE REPFOR APPLICABLEUPDATES/REVISIONS ANDMOST RECENT RFDS FOR NSNCONFIGURATION (CONFIG). GCTO CAP ALL UNUSED PORTS.2.CONFIRM SPACING OFPROPOSED EQUIP DOES NOTCAUSE TOWER CONFLICTSNOR IMPEDE TOWER CLIMBINGPEGS.NOTESSTATUS ABBREVIATIONSRMV: TO BE REMOVED: TO REMAINREL: TO BE RELOCATEDADD: TO BE ADDED1EXISTING ANTENNA EQUIPMENTSCALE: N.T.S.ALL EXISTING ANTENNA, RADIOS, LINES, ETC.SHALL BE REMOVED. EXISTING MOUNT SHALLREMAIN.PROPOSED FFV4-65C-R3-V1 ANTENNA(1 PER SECTOR) (TYP. 3)(TO BE REMOVED)(1 PER SECTOR) (TYP. 3)(TO BE REMOVED)(1 PER SECTOR) (TYP. 3)(TO BE REMOVED)(TYP. 6)PROPOSED 4424 RRU(1 PER SECTOR) (TYP. 3)PROPOSED 4415 RRU(1 PER SECTOR) (TYP. 3)(TO BE REMOVED) (TYP. 3)PROPOSED 4449 RRU(1 PER SECTOR) (TYP. 3)(TO BE REMOVED)(1 PER SECTOR) (TYP. 3)(TO BE REMOVED)(1 PER SECTOR) (TYP. 3)THE EXISTING MOUNT CANNOT ADEQUATELYSUPPORT THE PROPOSED LOADING. THEPROPOSED MOUNT, INCLUDED AT THE END OFTHIS PLAN SET, MUST BE INSTALLED PRIOR TOTHE INSTALLATION OF THE PROPOSEDANTENNAS AND OTHER EQUIPMENTPROPOSED SECTOR MOUNT(1 PER SECTOR) (TYP. 3) SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-501SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210CONSTRUCTIONDETAILSBPRELIMCAO04/17/212PROPOSED RRU MOUNTING DETAIL - TYPICALSCALE: N.T.S.TO BE REPLACED WITH PROPOSED 2-3/8" O.D. X 96" LONGIF REQUIRED TO ACCOMMODATE PROPOSED MOUNTING BRACKETPROPOSED ANTENNA1PROPOSED ANTENNA MOUNTING DETAIL - TYPICALSCALE: N.T.S.PROPOSED RRU MOUNT LOCATION (OPTION 2)(MOUNT PER MANUFACTURER'S SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICT WITHEXISTING OR PROPOSED EQUIPMENT)PROPOSED RRU MOUNT LOCATION (OPTION 1)(MOUNT PER MANUFACTURER'S SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICT WITHEXISTING OR PROPOSED EQUIPMENT)PROPOSED RRU MOUNT LOCATION (OPTION 3)(MOUNT PER MANUFACTURER'S SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICT WITHEXISTING OR PROPOSED EQUIPMENT)3RRU AND ANTENNA ATTACHMENT DETAILSCALE: N.T.S.RADIOANTENNARADIO POLE MOUNTINGBRACKET (TYP.)PROPOSED RADIOPROPOSED ANTENNAPROPOSED MOUNTINGBRACKET SUPPLIEDW/ ANTENNA (TYP.) SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-502SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210EQUIPMENTSPECIFICATIONSBPRELIMCAO04/17/21A BCFRONT VIEWTOP VIEWSIDE VIEWCERICSSONFRONT VIEWSIDW VIEWAC BTOP VIEWRRU SPECIFICATIONSRRU MODELABCWEIGHT(LBS)4449 B12, B7117.9"13.2"9.4"71.04415 B2516.5"13.4"5.9"46.04424 B2517.1"14.4"11.3"86.0ANTENNA SPECIFICATIONSANTENNA MODELABCWEIGHT(LBS)FFV4-65C-R3-V195.9"25.2"9.3"124.61EQUIPMENT SPECIFICATIONSSCALE: N.T.S. SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.E-501SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210GROUNDING DETAILSBPRELIMCAO04/17/21NOTES:1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHTADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THECONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THECONSTRUCTION MANAGER OF ANY CONFLICTS.2.SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATESTEDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHENNATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.PROPOSED CONNECTOR ANDWEATHERPROOFING KIT1TYPICAL ANTENNA GROUNDING DIAGRAMSCALE: N.T.S.PROPOSED ANTENNAPROPOSED JUMPERPROPOSED WEATHERPROOFING KIT2E-5013E-501GROUND BAR MOUNTEDNEAR/BELOW ANTENNA(TO BE INSTALLED IFREQUIRED)#6 AWG STRANDED CUWIRE WITH GREEN, 600V,THWN INSULATIONANTENNA CABLE TOCABINET (TYP.)PROPOSED CABLEGROUND KITPROPOSED #6 AWGSTRANDED CUWIRE WITH GREEN, 600V,THWN INSULATION TO PROPOSED RRUGROUND LUG (TYP.)DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECTGROUND WIRE DOWN TO GROUND BAR.CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PARTNUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS.2CABLE GROUND KIT CONNECTION DETAILSCALE: N.T.S.TO ANTENNATO EQUIPMENTTO GROUND BARANTENNA CABLE 2 1/2"Ø MAXGROUNDING KIT PER CABLEMANUFACTURER'S RECOMMENDATIONS(ANDREW OR APPROVED EQUAL)#6 AWG STRANDED COPPER GROUNDWIRE (GROUNDED TO GROUND BAR)GROUND KIT NOTES:1.2.1/4" X 4" X 6" GROUND BAR(ERICO P/N: EGBA14406CC OR EQUAL)3TOWER GROUND BAR DETAILSCALE: N.T.S.GROUND BAR NOTES:1.GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).2.GROUND BAR TO BE BONDED DIRECTLY TO TOWER.3/8" SS LOCK WASHER(EACH SIDE)TWO-HOLE LUG, TO BE USEDWITH #2 AWG BCW(LOWER TOWER GROUNDBAR ONLY)3/8" X 1-1/2" SS BOLT(EACH SIDE)NOTES:1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHTADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THECONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THECONSTRUCTION MANAGER OF ANY CONFLICTS.2.SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATESTEDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHENNATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.PROPOSED CONNECTOR ANDWEATHERPROOFING KIT1TYPICAL ANTENNA GROUNDING DIAGRAMSCALE: N.T.S.PROPOSED ANTENNAPROPOSED JUMPERPROPOSED WEATHERPROOFING KIT2E-5013E-501GROUND BAR MOUNTEDNEAR/BELOW ANTENNA(TO BE INSTALLED IFREQUIRED)#6 AWG STRANDED CUWIRE WITH GREEN, 600V,THWN INSULATIONANTENNA CABLE TOCABINET (TYP.)PROPOSED CABLEGROUND KITPROPOSED #6 AWGSTRANDED CUWIRE WITH GREEN, 600V,THWN INSULATION TO PROPOSED RRUGROUND LUG (TYP.)DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECTGROUND WIRE DOWN TO GROUND BAR.CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PARTNUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS.2CABLE GROUND KIT CONNECTION DETAILSCALE: N.T.S.TO ANTENNATO EQUIPMENTTO GROUND BARANTENNA CABLE 2 1/2"Ø MAXGROUNDING KIT PER CABLEMANUFACTURER'S RECOMMENDATIONS(ANDREW OR APPROVED EQUAL)#6 AWG STRANDED COPPER GROUNDWIRE (GROUNDED TO GROUND BAR)GROUND KIT NOTES:1.2.1/4" X 4" X 6" GROUND BAR(ERICO P/N: EGBA14406CC OR EQUAL)3TOWER GROUND BAR DETAILSCALE: N.T.S.GROUND BAR NOTES:1.GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).2.GROUND BAR TO BE BONDED DIRECTLY TO TOWER.3/8" SS LOCK WASHER(EACH SIDE)TWO-HOLE LUG, TO BE USEDWITH #2 AWG BCW(LOWER TOWER GROUNDBAR ONLY)3/8" X 1-1/2" SS BOLT(EACH SIDE)4MAIN GROUND BAR DETAILSCALE: N.T.S.1/4"Ø HILTI KWIK BOLT III3/8" THREADED INSULATORWHERE INDICATED1/4" X 4" X 12"GALVANIZED BUSSBAR3/8" SS LOCKWASHER (TYP.)TWO-HOLE LUG, TO BE USEDWITH #2 AWG BCWGROUND BAR NOTES1.GROUND KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC.EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).2.GROUND BAR SHALL BE BOLTED TO STRUCTURAL MEMBER ORANCHORED TO CONCRETE SLAB W/ HILTI KWIK BOLT III.3/8" X 3/4" SSBOLT (TYP.)GROUND BARMOUNTING BRACKET(N) RRUS PER PLAN(E) RRUS PER PLAN(N) #6 AWG RRU GROUNDCONDUCTOR5RRU GROUNDINGSCALE: N.T.S.(E) COPPER GROUND BUS BAR6ANTENNA/RRU GROUNDINGSCALE: N.T.S.(N) RRU (TYP.)(N) 1/2" COAXIAL CABLESECURED WITH APPROVEDATTACHMENTS (TYP.)(N) GROUNDING KIT, GROUNDTO EXISTING GROUND BAR(S)AT ANTENNA LEVEL (TYP.)(N) LTE ANTENNA SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-601SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210SUPPLEMENTALAPRELIMCAO04/17/21 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-602SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210SUPPLEMENTALAPRELIMCAO04/17/21NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDEDAT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-603SEAL:DESCRIPTIONREV.DATEBYDATE DRAWN:03/27/21ATC JOB NO:A2P0048A CUSTOMER ID:13619846A2P0048A CUSTOMER #:T Mobile©5110ATC SITE NAME:ANGLE ROADA2P0048A 14101 S. ANGLE RDWEST ST. LUCIE, FLATC SITE NUMBER:SITE ADDRESS:T-MOBILE SITE NAME:158 BUSINESS CENTER DRIVEBIRMINGHAM, AL 35244TEL: 205-252-6985 FAX: 205-320-1504JEREMY D. SHARIT PE FL LIC 75137THIS DOCUMENT HAS BEENELECTRONICALLY SIGNED AND SEALED BYJEREMY D. SHARIT, PE (#75137) USING ADIGITAL SIGNATURE IN ACCORDANCE WITHF.A.C. 61G15-23.004, WITH A DIGITALCERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THESIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARENOT CONSIDERED SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.FINAL PLANS ISSUED0DR04/20/210SUPPLEMENTALAPRELIMCAO04/17/21NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDEDAT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.