Loading...
HomeMy WebLinkAboutAPPROVED Construction Drawings<<w=175; h=175; n=BLANK - SIG; a=11>>SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.G-001SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.TITLE SHEET0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212LOCATION MAPVICINITY MAPKnow what's below. Call before you dig.RCOMPLIANCE CODEPROJECT SUMMARYPROJECT DESCRIPTIONUTILITY COMPANIESSHEET INDEXSHEET NO:DESCRIPTION:REV:DATE:BY:G-001TITLE SHEET208/31/21TCG-002GENERAL NOTES208/31/21TCC-101DETAILED SITE PLAN208/31/21TCC-102DETAILED EQUIPMENT LAYOUT208/31/21TCC-201TOWER ELEVATION208/31/21TCC-401ANTENNA INFORMATION & SCHEDULE208/31/21TCC-501CONSTRUCTION DETAILS208/31/21TCE-501GROUNDING DETAILS208/31/21TCR-601SUPPLEMENTALR-602SUPPLEMENTALR-603SUPPLEMENTALMODSMOUNT MODIFICATIONS (10 PAGES)ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLEDIN ACCORDANCE WITH THE CURRENT EDITIONS OF THEFOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS ISTO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TOTHESE CODES.1.2020 FLORIDA BUILDING CODE, 7TH EDITION2.ANSI/TIA-222-H3.6TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA 70)4.2017 NATIONAL ELECTRICAL CODE5.BASIC WIND SPEED: 157 MPH (3 SECOND GUST, VULT)6.CITY/COUNTY ORDINANCESVERIZONANTENNA AMENDMENT DRAWINGSPROJECT TEAMAPPLICANT:VERIZON WIRELESS180 WASHINGTON VALLEY RDBEDMINSTER, NJ 07921TOWER OWNER:AMERICAN TOWER10 PRESIDENTIAL WAYWOBURN, MA 01801ENGINEER:NB+C ENGINEERING SERVICES, LLC8601 SIX FORKS ROAD, SUITE 540RALEIGH, NC 27615SITE ADDRESS:5690 ENVIRONMENT DRFORT PIERCE, FL 34981COUNTY: ST. LUCIEPROJECT NOTESTHE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASEDAND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:TOWER WORK:REMOVE (3) ANTENNA(s), (2) 1-1/4" COAX CABLE(s), AND (6) MOUNTTIE BACK(s)INSTALL (9) ANTENNA(s), (6) RRH(s), (2) 12X24 HYBRID CABLE(s), (2)OVP(s), (3) MOUNT TIE BACK(s), AND MOUNT MODIFICATION(s)EXISTING (6) ANTENNA(s), AND 10 (1-5/8") COAX CABLE(s) TOREMAINGROUND WORK:REMOVE (1) 6201 ODE CABINET(S), AND (12) RRH(s) FROM SHELTER,AND (1) LP TANK FROM PADINSTALL (1) 19" RACK IN SHELTER, AND (1) 500 GALLON LP TANK ONEXISTING PADPROJECT LOCATION DIRECTIONSPROPERTY OWNER:ATC SITE NAME: MIDWAY ROADATC SITE NUMBER: 5100VERIZON SITE NAME: MIDWAY ROADVERIZON SITE NUMBER: 131782SITE ADDRESS:5690 ENVIRONMENT DRFORT PIERCE, FL 34981POWER COMPANY: FLORIDA POWER & LIGHTPHONE: (800) 226-3545TELEPHONE COMPANY: CENTURY LINKPHONE: (800) 366-8201GEOGRAPHIC COORDINATES:LATITUDE: 27.37959167LONGITUDE: -80.3821GROUND ELEVATION: 21' AMSLFROM I-95 AT EXIT #126 TRAVEL EAST ON CR-712 (W MIDWAYRD) FOR 2.0 MILES. THEN TURN LEFT (NORTH) ONTO S JENKINSRD AND TRAVEL 0.3 TENTHS OF A MILE. NOW TURN RIGHT(NORTH) ONTO MAGNUM DR AND TRAVEL 0.1 TENTH OF A MILEAND ARRIVE AT ACCESS ROAD GATE.MPP ENVIRONMENTAL DRIVE LLC811 EDWARDS RD.FORT PIERCE, FL 34982SITE LOCATIONENVIRONMENT DRIVE1.THE FACILITY IS UNMANNED.2.A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCEA MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.3.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LANDDISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.4.NO SANITARY SEWER, POTABLE WATER OR TRASHDISPOSAL IS REQUIRED.5.HANDICAP ACCESS IS NOT REQUIRED.6.THE PROJECT DEPICTED IN THESE PLANS QUALIFIES ASAN ELIGIBLE FACILITIES REQUEST ENTITLED TOEXPEDITED REVIEW UNDER 47 U.S.C. 1455(A) AS AMODIFICATION OF AN WIRELESS TOWER THAT INVOLVESTHE COLLOCATION, REMOVAL, AND/OR REPLACEMENT OFTRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIALCHANGE UNDER CFR 1.61000 (B)(7).S JENKINS RDPOST OFFICE RDW MIDWAY RDFLORIDA'S TURNPIKE (TOLL ROAD)ROU T E 7 0 9 <<w=175; h=175; n=BLANK - SIG; a=11>>SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.G-002SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.GENERAL NOTES0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212GENERAL CONSTRUCTION NOTES:1.OWNER FURNISHED MATERIALS, VERIZON "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 VERIZON 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 VERIZONREP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALLREQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING.13.EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON 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 VERIZON 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 VERIZON 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 VERIZON 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 VERIZON 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 VERIZON REPTO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIREDPERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED, AND PAID FOR, BY THECONTRACTOR.23.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZONSPECIFICATIONS AND REQUIREMENTS.24.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION.25.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'SSPECIFICATIONS AND LOCATED ACCORDING TO VERIZON 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 VERIZON 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 VERIZON REP. ANY WORK FOUND BYTHE VERIZON 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.VERIZON FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE VERIZON 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.VERIZON 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 TOVERIZON OR THEIR ARCHITECT/ENGINEER.STRUCTURAL STEEL NOTES:1.STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC“SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEELFOR BUILDINGS.”2.STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THEFOLLOWING ASTM DESIGNATIONS:A.ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISEB.ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTEDOTHERWISE.C.ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND)D.ASTM A-325, TYPE SC OR N- ALL BOLTS FOR CONNECTING STRUCTURALMEMBERSE.ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE3.ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTERFABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALLBE GALVANIZED PER ASTM A153 OR B695.4.ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHEREEXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH(2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780AND MANUFACTURER’S RECOMMENDATIONS.5.DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN ANDDETAILED ON STRUCTURAL DRAWINGS.6.CONNECTIONS:A.ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS ANDCONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDINGCODE D1.1.B.ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BEINSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THEACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY.C.INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR.D.IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDINGPERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIREDSHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY.E.ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWSD1.1, UNLESS NOTED OTHERWISE.F.MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTEDOTHERWISE.G.PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRINDOFF GALVANIZING ½” BEYOND ALL FIELD WELD SURFACES. AFTER WELD ANDWELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACESWITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 ANDMANUFACTURERS RECOMMENDATIONS.H.THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACINGWHERE REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARECOMPLETE.I.ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROMTHE ENGINEER, AND T- MOBILE PROJECT MANAGER IN WRITINGSPECIAL CONSTRUCTIONANTENNA INSTALLATION NOTES:1.WORK INCLUDED:A.ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON 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 VERIZON SPECIFICATIONS.C.INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGSD.INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE ANDPROVIDE PRINTOUT OF THAT TEST.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. <<w=175; h=175; n=BLANK - SIG; a=11>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXX0D2908-SM4X15STUD 0D2908-SM4X15STUD M6X200C8112A-S XXSHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-101SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.DETAILED SITE PLAN0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/2121DETAILED SITE PLANSITE 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.NO ELECTRICAL SCOPE IS INCLUDED IN THIS PROJECT. LEGENDAUTOMATIC TRANSFER SWITCHATSDISCONNECTDELECTRICALEFIBERFBOLLARDBGENERATOR RECEPTACALGHAND HOLE, VAULTHH, VICE BRIDGEIBKENTROX BOXKGENERATORGENMETERMLIGHTING CONTROLLCPULL BOXPBPOWER POLEPPTELCOTTRANSFORMERTRNXCHAINLINK FENCEGROUNDING TEST WELLCELL SITE CABINETCSCGRAPHIC SCALE( IN FEET )1 UNIT = ## FEET###0##PROPOSED VERIZON EQUIPMENTTO BE INSTALLED IN EXISTINGEQUIPMENT SHELTER(1) 19" RACK(TO BE REMOVED)PROPOSED CABLE LENGTH:1.ESTIMATED LENGTH OF PROPOSED CABLE IS 355'±.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. 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 BY CABLEMANUFACTURER. OTHERWISE, ATTACH CABLES TOHORIZONTAL OR DIAGONAL TOWER MEMBERSUSING PROPOSED STAINLESS STEEL ADAPTERS (DONOT ATTACH TO TOWER LEG).PROPOSED 2 (12X24) HYBRID CABLES(ROUTED PER PROPOSED CABLE LENGTH NOTE 2)(REFER TO PROPOSED CABLE LENGTH NOTE ONTHIS PAGE)2 (1-1/4") COAX CABLES(TO BE REMOVED)REMOVE EXISTING VERIZONLP TANK AND INSTALL NEW500 GALLON LP TANK2C-102 <<w=175; h=175; n=BLANK - SIG; a=11>>XXXXXXXXSHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-102SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.DETAILED EQUIPMENTLAYOUT0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/2121EXISTING GROUND PLANGRAPHIC SCALE( IN FEET )1 UNIT = 5 FEET52.5052PROPOSED GROUND PLANGRAPHIC SCALE( IN FEET )1 UNIT = 5 FEET52.505SITE PLAN NOTES:1.CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEADEQUIPMENT. IF SO, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVINGDEAD 2G (6201 CABS) EQUIPMENT.2.REMOVE EXISTING 2G CABINETS, AND POWER / TELCO WHIPS ASSOCIATED WITH THE DEADEQUIPMENT IF APPLICABLE.3.ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY4.ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA.DISPOSE OF MATERIALS PROPERLY OFF SITE.SITE PLAN NOTES:1.CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEADEQUIPMENT. IF SO, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVINGDEAD 2G (6201 CABS) EQUIPMENT.2.REMOVE EXISTING 2G CABINETS, AND POWER / TELCO WHIPS ASSOCIATED WITH THE DEADEQUIPMENT IF APPLICABLE.3.ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY4.ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA.DISPOSE OF MATERIALS PROPERLY OFF SITE.PROPOSED VERIZON19" RACKTO BE INTALLED(TO BE REMOVED)(TO BE REMOVED) <<w=175; h=175; n=BLANK - SIG; a=11>>SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-201SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.TOWER ELEVATION0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212TOWER 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.)PER MOUNT ANALYSIS COMPLETED BYTECTONIC ENGINEERING CONSULTANTS,GEOLOGISTS, & LAND SURVEYORS, D.P.C.,DATED 06/08/2021, THE EXISTING MOUNT MUSTBE MODIFIED TO ADEQUATELY SUPPORT THEPROPOSED LOADING. THE MOUNT MODIFICATIONPROPOSED IN THE MOUNT ANALYSIS, INCLUDEDAT THE END OF THIS PLAN SET, MUST BEINSTALLED PRIOR TO THE INSTALLATION OF THEPROPOSED ANTENNAS AND OTHER EQUIPMENT.1TOWER ELEVATIONSCALE: N.T.S.EXISTING AND PROPOSED VERIZONRAD CENTER @295'2C-401PROPOSED VERIZONEQUIPMENT1C-401VERIZON TO MATCH EXISTING ANTENNA TIPHEIGHT TO AVOID OVERALL HEIGHT CHANGE <<w=175; h=175; n=BLANK - SIG; a=11>>SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-401SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.ANTENNA INFORMATION& SCHEDULE0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212FINAL FIBER DISTRIBUTION / OVP BOXFINAL CABLING SUMMARYMODEL NUMBERSTATUSCOAXHYBRIDSTATUSRCMDC-6627-PF-48RMNRCMDC-6627-PF-48RMN----2 (12X24)ADDEXISTING FIBER DISTRIBUTION/OVP BOXEXISTING CABLING SUMMARYMODEL NUMBERSTATUSCOAXHYBRIDSTATUSRMVCABLE LENGTHS FOR JUMPERSJUNCTION BOX TO RRU: 15'RRU TO ANTENNA: 10'PER MOUNT ANALYSIS COMPLETED BYTECTONIC ENGINEERING CONSULTANTS,GEOLOGISTS, & LAND SURVEYORS, D.P.C.,DATED 06/08/2021, THE EXISTING MOUNT MUSTBE MODIFIED TO ADEQUATELY SUPPORT THEPROPOSED LOADING. THE MOUNT MODIFICATIONPROPOSED IN THE MOUNT ANALYSIS, INCLUDEDAT THE END OF THIS PLAN SET, MUST BEINSTALLED PRIOR TO THE INSTALLATION OF THEPROPOSED ANTENNAS AND OTHER EQUIPMENT.1EXISTING ANTENNA PLANSCALE: N.T.S.2FINAL ANTENNA PLANSCALE: N.T.S.3EQUIPMENT SCHEDULES1.CONFIRM WITH VERIZON 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 ADDEDA1B1B2C1C2A2A3PROPOSED ANTENNA (TYP.)(REFER TO CHART FORDETAILED INFORMATION)2C-501PROPOSED RRH(REFER TO CHART FORDETAILED INFORMATION)3C-501A2A3A4FINAL ANTENNA SCHEDULELOCATIONANTENNA SUMMARYNON ANTENNA SUMMARYSECTORRADAZPOSANTENNABANDMECH/ELECD-TILTSTATUSADDITIONAL TOWERMOUNTED EQUIPMENTSTATUSALPHA295'345°A1AXP18-80-21900 CDMA0°/2°RMN--A2NHH-65B-R2B700/850/19000°/3°/1°ADD8843 RRUADDA3NHH-65B-R2B700/850/AWS0°/3°/1°ADD4449 RRUADDA4AIR64495G0°/6°ADD--A5AXP18-80-21900 CDMA0°/2°RMN--BETA295'140°B1AXP18-80-21900 CDMA0°/2°RMN--B2NHH-65B-R2B700/850/19000°/3°/1°ADD8843 RRUADDB3NHH-65B-R2B700/850/AWS0°/3°/1°ADD4449 RRUADDB4AIR64495G0°/6°ADD--B5AXP18-80-21900 CDMA0°/2°RMN--GAMMA295'270°C1AXP18-80-21900 CDMA0°/2°RMN--C2NHH-65B-R2B700/850/19000°/3°/1°ADD8843 RRUADDC3NHH-65B-R2B700/850/AWS0°/3°/1°ADD4449 RRUADDC4AIR64495G0°/6°ADD--C5AXP18-80-21900 CDMA0°/2°RMN--EXISTING ANTENNA SCHEDULELOCATIONANTENNA SUMMARYNON ANTENNA SUMMARYSECTORRADAZPOSANTENNABANDMECH/ELECD-TILTSTATUSADDITIONAL TOWERMOUNTED EQUIPMENTSTATUSC3B3A5A1B1B2B3B4B5PROPOSED OVP BOX(REFER TO CHART FORDETAILED INFORMATION)4C-501C1C2C3C4C5PROPOSED TIE BACK(1 PER SECTOR) (TYP. 3)PROPOSED ANTENNA (TYP.)(REFER TO CHART FORDETAILED INFORMATION)1C-501PROPOSED MOUNT MODIFICATIONS(REFER TO SHEETS AT THE END OFTHIS PLAN SET) <<w=175; h=175; n=BLANK - SIG; a=11>>SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.C-501SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.CONSTRUCTIONDETAILS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/2123PROPOSED RRU MOUNTING DETAIL - TYPICALSCALE: N.T.S.PROPOSED 2" DIAMETER SCHEDULE 40 PIPE(10'-0" LONG)PROPOSED ANTENNA2PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICALSCALE: N.T.S.PROPOSED RRU(MOUNT PER MANUFACTURER'S SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICT WITHEXISTING OR PROPOSED EQUIPMENT)PROPOSED OVP(MOUNT PER MANUFACTURER'S SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICTWITH EXISTING OR PROPOSED EQUIPMENT)PROPOSED MOUNTING PIPE ATTACHED TOBOTH HORIZONTAL MEMBERSON PROPOSED STAND-OFF SUPPORTPROPOSED HORIZONTAL MEMBER ONPROPOSED STAND-OFF SUPPORT (TYP.)PROPOSED OVP MOUNTING4SCALE: N.T.S.PROPOSED 2" DIAMETER SCHEDULE 40 PIPE(10'-0" LONG)PROPOSED ANTENNA1PROPOSED ANTENNA MOUNTING DETAIL - TYPICALSCALE: N.T.S. <<w=175; h=175; n=BLANK - SIG; a=11>>SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.E-501SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.GROUNDING DETAILS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212NOTES: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 VERIZON GROUNDING STANDARDS, LATESTEDITION, AND COMPLY WITH VERIZON 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.)PROPOSED #6 AWGSTRANDED CUWIRE WITH GREEN, 600V,THWN INSULATION TO PROPOSED OVP BOXDO 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) SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-601SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.SUPPLEMENTAL0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212A BCFRONT VIEWTOP VIEWSIDE VIEWCERICSSONFRONT VIEWSIDE VIEWAC BTOP VIEWANTENNA SPECIFICATIONSANTENNA MODELABCWEIGHT(LBS)AIR 6449 B77D30.4"15.9"10.6"81.6NHH-65B-R2B72.0"11.9"7.1"43.7RRU SPECIFICATIONSRRU MODELABCWEIGHT(LBS)8843 REV 215.0"13.2"11.1"75.0RADIO 4449 - B13&B515.0"13.2"9.3"70.01EQUIPMENT SPECIFICATIONSSCALE: N.T.S. SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-602SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.SUPPLEMENTAL0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/2121PROPOSED ANTENNA CONFIGURATIONSCALE: NOT TO SCALE SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-603SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.SUPPLEMENTAL0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMERWITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNTANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THECONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TOVERYIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION.1MOUNT ANALYSISSCALE: NOT TO SCALE SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-701SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-702SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-703SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-704SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-705SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-706SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-707SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-708SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-709SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.R-710SEAL:DESCRIPTIONREV.DATEBYA.T. ENGINEERING SERVICE, PLLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: P-1177DATE DRAWN:08/04/21ATC JOB NO:MIDWAY ROADCUSTOMER ID:13692508131782CUSTOMER #:5100ATC SITE NAME:MIDWAY ROADMIDWAY ROAD5690 ENVIRONMENT DRFORT PIERCE, FL 34981ATC SITE NUMBER:SITE ADDRESS:VERIZON SITE NAME:THE USE AND PUBLICATION OF THESE DRAWINGSSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY ARE PREPARED. ANY USE ORDISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TOWER OR THE SPECIFIED CARRIERIS STRICTLY PROHIBITED. NEITHER THE ARCHITECTNOR THE ENGINEER WILL BE PROVIDING ON-SITECONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OR THE SPECIFIEDCARRIER OF ANY DISCREPANCIES. ANY PRIORISSUANCE OF THIS DRAWING IS SUPERSEDED BYTHE LATEST VERSION.MODS0FOR CONSTRUCTIONBIW07/19/211FOR CONSTRUCTIONBIW08/04/2423RD PARTY VERIFIEDTC08/31/212