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HomeMy WebLinkAboutAPPROVED, Construction DrawingsSHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 G-001 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 TITLE SHEET 0 ISSUED FOR CONSTRUCION DJC 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 LOCATION MAPVICINITY MAP COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION UTILITY COMPANIES SHEET INDEX SHEET NO:DESCRIPTION:REV:DATE:BY: G-001 TITLE SHEET 1 08/17/21 JN G-002 GENERAL NOES 1 08/17/21 JN C-101 DETAILED SITE PLAN 1 08/17/21 JN C-201 TOWER ELEVATION 1 08/17/21 JN C-401 ANTENNA INFORMATION & SCHEDULE 1 08/17/21 JN C-501 CONSTRUCTION DETAILS 1 08/17/21 JN E-501 GROUNDING DETAILS 1 08/17/21 JN R-601 SUPPLEMENTAL R-602 SUPPLEMENTAL POWER COMPANY: FLORIDA POWER & LIGHT PHONE: (800)-226-3545 TELEPHONE COMPANY: CENTURYLINK PHONE: (800)-366-8201 SITE LOCATION VERIZON ANTENNA AMENDMENT DRAWINGS PROJECT TEAM TOWER OWNER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 SITE ADDRESS: 12200 W. ANGLE RD. FORT PIERCE, FL 34945 COUNTY: ST. LUCIE GEOGRAPHIC COORDINATES: LATITUDE: 27.47087988 LONGITUDE: -80.45098678 GROUND ELEVATION: 23' AMSL PROJECT NOTES THE PROPOSED PROJECT INCLUDES MODIFYING TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: REMOVE (8) ANTENNA(s), (2) DISH-HP(s), AND (2) 1-5/8" COAX CABLE(s) INSTALL (11) ANTENNA(s), (6) RRH(s), AND (2) COVP(s), EXISTING (1) ANTENNA(s), (5) DISH-HP(s), (10) 1 5/8" COAX CABLE(s) AND (12) ELLIPTICAL CABLE(s) TO REMAIN PROJECT LOCATION DIRECTIONS ATC SITE NAME: ANGLE ROAD ATC SITE NUMBER: 5110 VERIZON SITE NAME: ANGLE ROAD VERIZON SITE NUMBER: 118441 SITE ADDRESS:12200 W. ANGLE RD. FORT PIERCE, FL 34945 W. ANGLE RD. APPLICANT: VERIZON WIRELESS SCANDURA, JOHN JOHN.SCANDURA1 @VERIZONWIRELESS.COM 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: 155 MPH (3-SECOND GUST, VULT) / EXPOSURE CATEGORY: C / RISK CATEGORY : II 6. CITY/COUNTY ORDINANCES ZONING INFORMATION: JURISDICTION: ST. LUCIE COUNTY PARCEL #: _1332-211-0002-000-5___ THE PROPOSED PROJECT DOES NOT INCLUDE ELECTRICAL SCOPE ENGINEER: KIMLEY-HORN & ASSOCIATES, INC. 421 FAYETTEVILLE ST, STE 600 RALEIGH, NC 27601 REGISTRY NO. 696 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. PROPERTY OWNER: INDRIO HOLDINGS LLC 12200 W. ANGLE RD. FORT PIERCE, FL 34945 (3) MOUNT MODIFICATION(s), AND (2) 1 5/8" HYBRID CABLE(S) GROUND WORK: REMOVE (6) RRU(s) AND (1) ENCLOSURE 6101 SITE SUPPORT CABINET INSTALL (1) 19" RACK 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. 6.THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION REMOVAL AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR 1.61000 (B)(7). SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 G-002 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 GENERAL NOTES 0 ISSUED FOR CONSTRUCION DJC 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 GENERAL CONSTRUCTION NOTES: 1.OWNER FURNISHED MATERIALS, VERIZON "THE COMPANY" WILL PROVIDE AND THE CONTRACTOR WILL INSTALL A.BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND BUILD/CO-LOCATE ONLY) B.AC/TELCO INTERFACE BOX (PPC) C.ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) D.TOWERS, MONOPOLES E.TOWER LIGHTING F.GENERATORS & LIQUID PROPANE TANK G.ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING H.ANTENNAS (INSTALLED BY OTHERS) I.TRANSMISSION LINE J.TRANSMISSION LINE JUMPERS K.TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L.TRANSMISSION LINE GROUND KITS M.HANGERS N.HOISTING GRIPS O.BTS EQUIPMENT 2.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH MATERIALS 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 AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF VERIZON TO APPLY FOR PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. 3.ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 4.CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 6.ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES 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 UNLESS OTHERWISE NOTED. 9.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10.CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 11.CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 12.INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE VERIZON REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING. 13.EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 14.CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE VERIZON CONSTRUCTION MANAGER. 15.ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION 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 RECORD IMMEDIATELY. 17.CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 18.CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 19.CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER 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 REP TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED. 22.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 23.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON SPECIFICATIONS AND REQUIREMENTS. 24.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 26.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 27.CONTRACTOR SHALL NOTIFY VERIZON REP A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 28.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH 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 AND SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. 30.ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE VERIZON REP. ANY WORK FOUND BY THE VERIZON REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 31.IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF MATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/OR MANUFACTURER’S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. 32.VERIZON FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE VERIZON WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. 33.VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO VERIZON OR THEIR ARCHITECT/ENGINEER. SPECIAL CONSTRUCTION ANTENNA INSTALLATION NOTES: 1.WORK INCLUDED: A.ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL. B.INSTALL ANTENNA AS INDICATED ON DRAWINGS AND VERIZON SPECIFICATIONS. C.INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D.INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE. E.CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F.INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G.ANTENNA AND COAXIAL CABLE GROUNDING: i.ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR EQUAL. ii.ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS). ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. XXX XXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXXXSHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 C-101 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 DETAILED SITE PLAN 0 ISSUED FOR CONSTRUCION DJC 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 0 10'20' SCALE: 1"=10' (11X17) 1"=5' (22X34) 1 DETAILED SITE PLAN SITE 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 SITE PRIOR 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 ALL PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS 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. LEGEND AUTOMATIC TRANSFER SWITCHATS DISCONNECTD ELECTRICALE FIBERF BOLLARDB GENERATOR RECEPTACALG HAND HOLE, VAULTHH, V ICE BRIDGEIB KENTROX BOXK GENERATORGEN METERM LIGHTING CONTROLLC PULL BOXPB POWER POLEPP TELCOT TRANSFORMERTRN XCHAINLINK FENCE GROUNDING TEST WELL CELL SITE CABINETCSC PROPOSED CABLE LENGTH: 1.ESTIMATED LENGTH OF PROPOSED CABLE IS 352'. ESTIMATED LENGTH OF CABLE WAS PROVIDED BY CUSTOMER OR CALCULATED BY ADDING THE RAD CENTER AND THE DISTANCE FROM THE SHELTER ENTRY PLATE TO THE TOWER (ALONG THE ICE BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF 15% (OF THE TWO PREVIOUS VALUES), CDS DEFER TO GREATEST CABLE LENGTH. 2.ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS PROVIDED FOR CARRIER TO ADEQUATELY SECURE CABLES, USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP-INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. OTHERWISE, ATTACH CABLES TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG). 1 E-501 PROPOSED (2) 1-5/8" HYBRID CABLES (ROUTED PER PROPOSED CABLE LENGTH NOTE 2) (REFER TO PROPOSED CABLE LENGTH NOTE ON THIS PAGE) (2) 1-5/8" COAX CABLES (TO BE REMOVED) PROPOSED 19" RACK FOR SUB6 EQUIPMENT ENCLOSURE 6101 (TO BE REMOVED) (6) RUL01B13 RRUS (TO BE REMOVED) SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 C-201 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 TOWER ELEVATION 0 ISSUED FOR CONSTRUCION DJC 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 EXISTING AND PROPOSED VERIZON RAD CENTER @ 295' TOWER NOTE: 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE PROJECT MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. EXISTING AND PROPOSED TOWER APPURTENANCES, MOUNTS, AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2.WHERE APPLICABLE, ALL NEW ANTENNAS, EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR OTHER LOCAL REQUIREMENTS. 3.ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS PROVIDED FOR CARRIER TO ADEQUATELY SECURE CABLES, USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP-INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. OTHERWISE, ATTACH CABLES TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG). 4.TOWER ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE TO MATCH STRUCTURAL ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE ABOVE GROUND LEVEL (A.G.L.) PER MOUNT ANALYSIS COMPLETED BY TECTONIC, DATED 06/11/21, THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION PROPOSED IN THE MOUNT ANALYSIS, INCLUDED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. 1 TOWER ELEVATION SCALE: N.T.S. 2 C-401 PROPOSED VERIZON EQUIPMENT 1 C-401 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 C-401 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 ANTENNA INFORMATION & SCHEDULE 0 ISSUED FOR CONSTRUCION DJC 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 2 C-501 PER MOUNT ANALYSIS COMPLETED BY TECTONIC, DATED 06/11/21, THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION PROPOSED IN THE MOUNT ANALYSIS, INCLUDED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. 1 EXISTING ANTENNA PLAN SCALE: N.T.S.2 FINAL ANTENNA PLAN SCALE: N.T.S. 3 EQUIPMENT SCHEDULES FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY MODEL NUMBER STATUS COAX HYBRID STATUS (2) RVZDC-6627-PF-48 ADD -(2) 1-5/8"ADD EXISTING FIBER DISTRIBUTION/OVP BOX EXISTING CABLING SUMMARY MODEL NUMBER STATUS COAX ELLIPTICAL HYBRID STATUS RMV CABLE LENGTHS FOR JUMPERS JUNCTION BOX TO RRU: 15' RRU TO ANTENNA: 10' 1.CONFIRM WITH VERIZON REP FOR APPLICABLE UPDATES/REVISIONS AND MOST RECENT RFDS FOR NSN CONFIGURATION (CONFIG). GC TO CAP ALL UNUSED PORTS. 2.CONFIRM SPACING OF PROPOSED EQUIP DOES NOT CAUSE TOWER CONFLICTS NOR IMPEDE TOWER CLIMBING PEGS. 3.ROUTE HYBRID JUMPERS TO AVOID DAMAGE FROM BEING STEPPED UPON. NOTES STATUS ABBREVIATIONS RMV: TO BE REMOVED : TO REMAIN REL: TO BE RELOCATED ADD: TO BE ADDED FINAL ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY SECTOR RAD AZ POS ANTENNA BAND MECH/ELEC D-TILT STATUS ADDITIONAL TOWER MOUNTED EQUIPMENT STATUS ALPHA 295'40° * A2 MX10FIT665 700/850/1900/2100 LTE *ADD 8843 REV 2 ADD A3 MX10FIT665 700/850/1900/2100 LTE *ADD RADIO 4449 - B13&B5 ADD A4 AIR6449 L-SUB6 *ADD -- BETA 295'120° * B2 MX10FIT665 700/850/1900/2100 LTE *ADD 8843 REV 2 ADD B3 MX10FIT665 700/850/1900/2100 LTE *ADD RADIO 4449 - B13&B5 ADD B4 AIR6449 L-SUB6 *ADD -- GAMMA 295'295° *-- C2 MX10FIT665 700/850/1900/2100 LTE *ADD 8843 REV 2 ADD C3 MX10FIT665 700/850/1900/2100 LTE *ADD RADIO 4449 - B13&B5 ADD C4 AIR6449 L-SUB6 *ADD -- *REFER TO LATEST RFDS EXISTING ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY SECTOR RAD AZ POS ANTENNA BAND MECH/ELEC D-TILT STATUS ADDITIONAL TOWER MOUNTED EQUIPMENT STATUS RMV RMV RMV RMV RMV RMV 1 C-501 4 C-501 A2 C3 B3 A3 C2 B2 C4 A4AZ.=ALPHA40°AZ.=ALPHA40°AZ.=ALPHA40°AZ . = BE T A 12 0 ° AZ . = BE T A 12 0 ° AZ . = BE T A 12 0 ° AZ. = GA M M A 295 ° AZ. = GA M M A 295 ° AZ. = GA M M A 295 ° PROPOSED MX10FIT665 ANTENNA (2 PER SECTOR) (TYP. 6) PROPOSED AIR6449 ANTENNA (1 PER SECTOR) (TYP. 3) PROPOSED RVZDC-6627-PF-48 OVP (1 PER ALPHA/BETA SECTOR)(TYP. 2) PROPOSED RADIO 4449 - B13&B5 RRU (1 PER SECTOR) (TYP. 3) 3 C-501 PROPOSED 8843 REV 2 RRU (1 PER SECTOR) (TYP. 3) 3 C-501 (TO BE REMOVED) (TYP. 1) (TO BE REMOVED) (TYP. 1) (TO BE REMOVED) (TYP.1) PROPOSED MOUNT MODIFICATIONS (TYP. 3) C4 (TO BE REMOVED) (TYP. 1) (TO BE REMOVED) (TYP. 1) (TO BE REMOVED) (TYP.1)1 R-602 SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 C-501 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 CONSTRUCTION DETAILS 0 ISSUED FOR CONSTRUCION DJC 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 3 PROPOSED RRU MOUNTING DETAIL - TYPICAL SCALE: N.T.S. TO BE REPLACED WITH PROPOSED 2-3/8" O.D. X 96" LONG IF REQUIRED TO ACCOMMODATE PROPOSED MOUNTING BRACKET PROPOSED ANTENNA 1 PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED OVP (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED MOUNTING PIPE ATTACHED PROPOSED STAND-OFF SUPPORT PROPOSED PLATFORM STAND-OFF SUPPORT PROPOSED OVP MOUNTING4SCALE: N.T.S. PROPOSED 2-3/8" O.D. X 96" LONG PROPOSED ANTENNA 2 PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED RRU MOUNT LOCATION (OPTION 1) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED MOUNT MODIFICATION PROPOSED MOUNT MODIFICATION PROPOSED MOUNT MODIFICATION SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 E-501 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 GROUNDING DETAILS 0 ISSUED FOR CONSTRUCION DJC 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 NOTES: 1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS. 2.SITE GROUNDING SHALL COMPLY WITH VERIZON GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH VERIZON GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. PROPOSED CONNECTOR AND WEATHERPROOFING KIT 1 TYPICAL ANTENNA GROUNDING DIAGRAM SCALE: N.T.S. PROPOSED ANTENNA PROPOSED JUMPER PROPOSED WEATHERPROOFING KIT 2 E-501 3 E-501 GROUND BAR MOUNTED NEAR/BELOW ANTENNA (TO BE INSTALLED IF REQUIRED) #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION ANTENNA CABLE TO CABINET (TYP.) PROPOSED CABLE GROUND KIT PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION TO PROPOSED RRU GROUND LUG (TYP.) PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION TO PROPOSED OVP BOX DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. 2 CABLE GROUND KIT CONNECTION DETAIL SCALE: N.T.S. TO ANTENNA TO EQUIPMENT TO GROUND BAR ANTENNA CABLE 2 1/2"Ø MAX GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) GROUND KIT NOTES: 1. 2. 1/4" X 4" X 6" GROUND BAR (ERICO P/N: EGBA14406CC OR EQUAL) 3 TOWER GROUND BAR DETAIL SCALE: 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 USED WITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) 3/8" X 1-1/2" SS BOLT (EACH SIDE) SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 R-601 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 0 ISSUED FOR CONSTRUCION JN 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 SUPPLEMENTAL 1 MOUNT ANALYSIS NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO VERIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONSTRUCTION. SHEET NUMBER:REVISION:Copyright © 2021 ATC IP LLC, All Rights Reserved.5110 ANGLE ROAD ANGLE ROAD 12200 W. ANGLE RD. FORT PIERCE, FL 34945 R-602 SEAL: DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: A.T. ENGINEERING SERVICE, PLLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: P-1177 DATE DRAWN:08/17/21 ATC JOB NO: ANGLE ROADCUSTOMER ID: 13692510 118441CUSTOMER #: VERIZON SITE NAME: 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REGISTRY NO. 696 0 ISSUED FOR CONSTRUCION JN 07/19/21 1 REVISED FOR CONSTRUCTION JN 08/17/21 1 SUPPLEMENTAL 1 EQUIPMENT SPECIFICATIONS SCALE: N.T.S. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT.