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HomeMy WebLinkAboutAPPROVED, Revised CD CORRECT ADDR.Management "' �J Area Behastlan _ . - R=ver Ranch Yeehaw - � Junction Kissimmee Prairie Vero Beach # v NJ 1 Preserve ; _�:) Flor da Ridge State Park a SITE LOCATION Lorida AMERIC r- ake Placid Port St. Lucie d Lakes Ckeechohee Archbold 0 Stuart ATC SITE NAME: RIM DITCH Buckhead Rd9e• w G-) ATC SITE NUMBER: 2723 °' —S 0 Ind-1—n VERIZON SITE NAME: ATC RIM DITCH JWCvrbelt DPI°r VERIZON SITE NUMBER:131706 U 'II ® Wildlife C Moore Fla4en CanalPD•n1 ManagemenI Palm Beach SITE ADDRESS: 28000 OKEECHOBEE ROAD TII Pahokee Area Gari FORT PIERCE, FL 34945 VICINITY MAP LOCATION MAP VERIZON ANTENNA AMENDMENT DRAWINGS COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED SHEET DESCRIPTION: REV: DATE: BY: IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: NO: FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS 28000 OKEECHOBEE ROAD REMOVE (3) ANTENNA(s), (6) RRH(s), (1) Ti (2) SECTOR G-001 TITLE SHEET 0 09/27/21 BF TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO FORT PIERCE, FL 34945 FRAME(s) AND (6) COAX CABLE(s) 0 09/27/21 BF G-002 GENERAL NOTES THESE CODES. COUNTY: ST. LUCIE INSTALL (3) SECTOR FRAME(s), (9) ANTENNA(s), (6) RRH(s), (2) 1. 2020 FLORIDA BUILDING CODE, 7TH EDITION GEOGRAPHIC COORDINATES: OVP(s), AND (2) 12X24 HYBRID CABLE(s) C-101 DETAILED COMPOUND PLAN 0 09/27/21 BF 2. ANSI/TIA-222-H 3. 7TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA 70) LATITUDE: 27.36699722 EXISTING (4) ANTENNA(s), (6) COAX CABLE(s) TO REMAIN C-102 DETAILED EQUIPMENT LAYOUT 0 09/27/21 BF C-201 TOWER ELEVATION 0 09/27/21 BF 4. 2017 NATIONAL ELECTRICAL CODE LONGITUDE:-80.61103056 GROUND WORK: 5. BASIC WIND SPEED: 150 MPH Vult (3-SECOND GUST) REMOVE (1) 6101 CABINET(s), (1) COMA GROWTH CABINET, (1) C-401 ANTENNA INFORMATION & SCHEDULE 0 09/27/21 BF 6. CITY/COUNTY ORDINANCES GROUND ELEVATION: 27' AMSL GENERATOR AND CENTURYLINK BOXES ZONING INFORMATION: INSTALL (1) CONSOLIDATED MAIN EQUIPMENT & POWER CABINET, C-501 CONSTRUCTION DETAILS 0 09/27/21 BF JURISDICTION: COUNTY OF ST. LUCIE, FL (1) BATTERY CABINET, (1) ILC, (2) OVP(s) AND (1) 50KW GENERATOR E-101 ELECTRICAL DETAILS 0 09/27/21 BF PROJECT NOTES PARCEL #: 3111-122-0015-000-3 E-102 ELECTRICAL DETAILS 0 09/27/21 BF PROJECT TEAM 1. THE FACILITY IS UNMANNED. E-103 ELECTRICAL DETAILS 0 09/27/21 BF 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A E-501 GROUNDING DETAILS 0 09/27/21 BF MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. TOWER OWNER: APPLICANT: 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND R-601 SUPPLEMENTAL AMERICAN TOWER VERIZON WIRELESS DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL R-602 SUPPLEMENTAL 10 PRESIDENTIAL WAY WOBURN, MA 01801 IS REQUIRED. 5. HANDICAP ACCESS IS NOT REQUIRED. 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN UTILITY COMPANIES R-603 SUPPLEMENTAL ENGINEER: ROBERT J. LARA, AIA ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN POWER COMPANY: FLORIDA POWER & LIGHT R-604 SUPPLEMENTAL PHONE: (800) 226-3545 EXISTING WIRELESS TOWER THAT INVOLVES THE R-605 SUPPLEMENTAL 2 S UNIVERSITY DR., UNIT 245 COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TELEPHONE COMPANY: AT&T PLANTATION, FL 33324 TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL R-606 SUPPLEMENTAL PHONE: (800) 247-2020 (954) 577-4668 rlara@morrisonhershfield.com CHANGE UNDER CFR § 1.61000 (13)(7). PROJECT LOCATION DIRECTIONS � Su n h i PROPERTY OWNER: R-607 SUPPLEMENTAL s n y ADAMS RANCH INC PO BOX 12909 FROM 1-95 AT EXIT #129 SR-70 / (OKEECHOBEE RD.) TRAVEL Call 811 or visit sunshine811.com two full FORT PIERCE, FL 34979 WEST ON SR-70 FOR 14.8 MILES. NOW TURN RIGHT (NORTH) business days before digging to have buried ONTO SITE ACCESS ROAD. facilities located and marked. Check positive response codes before you dig! AMERIGAN TOWER® MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www. morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL IMMPR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE AA PRELIM GD 08/17/21 A REISSUED PRELIM JK 08/24/21 A0 FINAL BF 09/27/21 0 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF FZO •1+L �Y ARi=4 v � y 21.0-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 TITLE SHEET SHEET NUMBER: REVISION: G-001 0 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 8 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. 22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP 3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED COAXIAL CABLE (NOT WITHIN BENDS) PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. ELECTRICAL NOTES: 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 THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL. COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, 28 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 29. 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. 30. 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. 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. 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. 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. 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 33. VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO ANCHOR BOLTS, ETC. VERIZON OR THEIR ARCHITECT/ENGINEER. 11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS c� DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. SPECIAL CONSTRUCTION 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. 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 OD COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNELAND B. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND VERIZON SPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND PROVIDE PRINTOUT OF THAT TEST. E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU-PACKARD 8713E RE 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: 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 2. ALL EXTERIOR #6 GREED GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR ALL ITEMS PROVIDED. EQUAL. 1. ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. STRUCTURAL DESIGN SHALL BE PERFORMED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE CODES AND NATIONAL ELECTRICAL CODE. 2. ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES, CONDUITS SIZES ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. IN SOME EVENTS, IT MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY OF CONCORDIA. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 3. CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILITIES AND GROUND LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN THE COURSE OF CONSTRUCTION. 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. AMERIGAN TOWER® MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU jjjkT REVISION. REV. DESCRIPTION BY DATE AA PRELIM GD 08/17/21 © REISSUED PRELIM JK 08/24/21 /0 FINAL BF 09/27/21 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF..Fto rot 4% J. OpERT �Y ARiW4 A 21.09.-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 GENERAL NOTES SHEET NUMBER: REVISION: G-002 0 COMPOUND PLAN NOTES: 1. THIS COMPOUND 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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE VERIZON REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. LEGEND ® GROUNDING TEST WELL ATS AUTOMATIC TRANSFER SWITCH B BOLLARD CSC CELL SITE CABINET D DISCONNECT E ELECTRICAL F FIBER GEN GENERATOR G GENERATOR RECEPTACAL HH, V HAND HOLE, VAULT IB ICE BRIDGE K KENTROX BOX LC LIGHTING CONTROL M METER PB PULL BOX PP POWER POLE T TELCO TRN TRANSFORMER — CHAINLINK FENCE EXISTING VERIZON WIRELESS EXISTING UTILITY 500 GAL. PROPANE TANK ON CONCRETE PAD H—FRAME (TYP.) (TO REMAIN) EXISTING VERIZON WIRELESS 8 0 "x 16'-0" CONCRETE PAD EXISTING CONCRETE EQUIPMENT PAD % PROPOSED VERIZON WIRELESS % O x N CONSOLIDATED MAIN EQUIPMENT 1 I & POWER CABINET AND BATTERY / CABINET / PROPOSED VERIZON0 WIRELESSILCILC EXISTING CHAIN LINK FENCE •El EXISTING EMPTY CONCRETE PAD (TYP.) • EXISTING VAULT (TYP.) • PROPOSED VERIZON WIRELESS 50KW GENERATOR I • EXISTING HVAC UNIT (TYP.) EXISTING VERIZON WIRELESS (6) COAX CABLES (TO REMAIN) PROPOSED VERIZON WIRELESS (2) 12x24 HYBRID CABLES (ROUTED PER PROPOSED CABLE LENGTH NOTE 2) (REFER TO PROPOSED CABLE LENGTH NOTE ON THIS PAGE) EXISTING ICE BRIDGE (TYP.) rsveyrmre�ry�rs.� / EXISTING SHEL TER — GRAVEL (TYP.) SURFACE n EXISTING WOODEN PLATFORM DETAILED COMPOUND PLAN GRAPHIC SCALE 20 0 10 20 ( IN FEET) 1 UNIT=20 FEET w EXISTING 16'-0" WIDE ACCESS GATE J AMERIGAN TOWER• MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE AA PRELIM GD 08/17/21 © REISSUED PRELIM JK 08/24/21 A0 FINAL BF 09/27/21 0 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF Fto J. `s ossftT L4,4 AR1=4 ev A 021.09. 6-04'00' ROSERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 DETAILED COMPOUND PLAN SHEET NUMBER: REVISION: C-101 0 EXISTING 6101 CABINET (TO BE REMOVED) EXISTING VERIZON WIRELESS 8'-0"06'—O" CONCRETE PAD EXISTING CDMA CABINE (TO BE REMOVE[ EXISTING CENTURYLINK BOXES (TO BE REMOVED) EXISTING VERIZON WIRELESS ATS (TO BE REMOVED) EXISTING GROUND EQUIPMENT LAYOUT I SCALE: 1" = 5' 0 5' 10, SCALE:1"=5'(11X17) V=2.5' (22X34) EXISTING VERIZON WIRELESS (6) COAX CABLES (TO REMAIN) EXISTING VERIZON WIRELESS ICE —BRIDGE EXISTING VERIZON WIRELESS (6) COAX CABLES (TO BE REMOVED) EXISTING VERIZON WIRELESS AC PANEL & GEN PLUG (TO BE REMOVED) EXISTING LP GENERATOR (TO BE REMOVED) VERIZON CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS AND GENERATOR EXISTING VERIZON WIRELESS 8'-0"x16'-0" CONCRETE PAD PROPOSED VERIZON WIRELESS CONSOLIDATED MAIN EQUIPMENT & POWER CABINET AND BATTERY NCABINET PROPOSED VERIZON WIRELESS (2) 12x24 HYBRID CABLES EXISTING VERIZON WIRELESS ICE —BRIDGE EXISTING VERIZON WIRELESS (6) COAX CABLES PROPOSED COVP (TYP. OF 2) PROPOSED VERIZON WIRELESS ILC PROPOSED VERIZON WIRELESS 50KW GENERATOR• LP GAS NOTE: LP GAS CONTRACTOR SHALL VERIFY THE SIZE AND CONDITION OF THE EXISTING LP GAS LINE AND REPLACE IF IN POOR CONDITION, DOES NOT HOLD PRESSURE OR UNDERSIZED. PROPOSED GROUND EQUIPMENT LAYOUT L SCALE: 1" = 5' 0 5' 10, SCALE:1"=5'(11X17) V=2.5' (22X34) AMERIGAN TOWER® MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE AA PRELIM GD 08/17/21 © REISSUED PRELIM JK 08/24/21 A0 FINAL BF 09/27/21 0 0 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF Fto JV co J. OVERT AR9:',824 !� 1 I 21.0-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 verizon-v/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 DETAILED EQUIPMENT LAYOUT SHEET NUMBER: REVISION: C-102 0 r 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.) TOP OF EXISTING HIGHEST APPURTENANCE ELEV. 338.9' TOP OF EXISTING TOWER ELEV: 330' EXISTING AND PROPOSED VERIZON EQUIPMENT PROPOSED SECTOR FRAME BY SITE PRO1 0 PART # VFA10-HD (ALPHA & GAMMA SECTORS ONLY) • PROPOSED SECTOR FRAME BY SITE PRO1 PART # VFA6-HD (BETA SECTOR ONLY) 1 TOWER ELEVATION SCALE: N.T.S. OF BASE PLATE Y PER MOUNT ANALYSIS COMPLETED BY MASER CONSULTING, DATED 06/23/21, THE PROPOSED MOUNT CAN ADEQUATELY SUPPORT THE PROPOSED LOADING. AMERIGAN TOWER® MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE AA PRELIM GD 08/17/21 A REISSUED PRELIM JK 08/24/21 A0 FINAL BF 09/27/21 0 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF Fto OVERT 1 AR12824 fv G 021.0-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 TOWER ELEVATION SHEET NUMBER: REVISION: C-201 0 r EXISTING X7C-FRO-640-4 ANTENNA (TYP. OF 2) (TO BE REMOVED) EXISTING TIE -BACK (TYP.) EXISTING P2233 ANTENNA (TYP. OF 4) (TO BE RELOCATED) AZ = 80` Al ALFHA A3 AZ 80 ALPHA EXISTING ANTENNA PLAN I SCALE: N.T.S. EXISTING ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY SECTOR RAD AZ POS ANTENNA BAND MECH/ELECSTATUS D-TILT ALPHA 237' 80' Al P2333 4 7900 CDMA 0/0° RMN A2 X7C—FRO-640-4 700 LTE 0.14. RMV A3 P2333 4 1900 CDMA 0/0° RMN BETA 237' 160° B1 XIC—FRO-640-2 700 LTE 0'12' RMV 225° C1 P2333 4 1900 CDMA 0/0° RMN GAMMA ='12JO°j C2 I X7C—FRO-640-4 700 L 1 0%2° RMV 1225-1 C3 I P2333 4 7900 CDMA I 0/0° I RMN EXISTING FIBER DISTRIBUTION/OVP BOX MODELNUMBER STATUS EXISTING X7C-FRO-640-4 ANTENNA (TO BE REMOVED) AZ = 80° ALPHA EXISTING 46140013M TMA (T)/P. OF 2) (TO BE REMOVED) EXISTING SECTOR FRAME (T)/P. OF 2) (TO BE REMOVED) CONTRACTOR SHALL RE -ORIENT ANTENNA MOUNT(s) AS NECESSARY TO ACHIEVE PROPOSED ANTENNA AZIMUTHS EXISTING TOWER PROPOSED AIR6449 ANTENNA •(1 PER SECTOR) (TYP. F (REFER TO CHART FOR DETAILED INFORMATION) C5 C C4 PROPOSED SECTOR L3 FRAME BY SITE PRO1 7 ESQ PART # VFA10-HD GPI (ALPHA & GAMMA C SECTORS ONLY) C3 G •PROPOSED OVP BOX C21 (TYP. OF 2) (REFER TO CHART FOR DETAILED 50 INFORMATION) P��P G C1 PROPOSED 4449 RRU (1 PER SECTOR) XI (TYP. OF 3) (REFER TO LG CHART FOR DETAILED INFORMATION) ,PROPOSED SECTOR — FRAME BY SITE PRO1 PART # VFA6-HD (BETA SECTOR ONLY) PER MOUNT ANALYSIS COMPLETED BY MASER CONSULTING, DATED 06/23/21, THE PROPOSED MOUNT CAN ADEQUATELY SUPPORT THE PROPOSED LOADING. AZ.= 80 ALPHA Al AZ.- 80° ALPHA RELOCATED P2233 A2 ANTENNA (T)/P. OF 4) ALPHA AZ.- 80° A4 ALPHA 66 wffl 81 \ B2 7 B3� my T1 rn m y o° A o FINAL ANTENNA PLAN SCALE: N.T.S. NOTES LOCATION NON ANTENNA SUMMARY 1. CONFIRM WITH VERIZON REP SECTOR RAD AZ POS ANTENNA ADDITIONAL TOWER FOR APPLICABLE MOUNTED EQUIPMENT STATUS UPDATES/REVISIONS AND MOST RECENT RFDS FOR NSN Al NHH-65B-R2B _ CONFIGURATION (CONFIG). GC TO CAP ALL UNUSED PORTS. — — 2. CONFIRM SPACING OF A2 NHH-65B-R2B PROPOSED EQUIP DOES NOT A3 P23334 CAUSE TOWER CONFLICTS — — NOR IMPEDE TOWER CLIMBING ALPHA 237' 80° (2) RUL07 B13 RRU RMV PEGS. A4 P23334 STATUS ABBREVIATIONS A5 AIR6449 B1 NHH-65B-R2B — — RMV: TO BE REMOVED B2 NHH-65B-R2B RMN: TO REMAIN REL: TO BE RELOCATED BETA 237' 80° ADD: TO BE ADDED B3 AIR6449 225° C1 NHH-65B-R2B CABLE LENGTHS FOR JUMPERS JUNCTION BOX TO RRU: 15' 230° C2 NHH-65B-R2B RRU TO ANTENNA: 10' GAMMA 237' 230° C3 P2333 4 230° C4 P2333 4 225° C5 AIR6449 * REFER TO LATEST RFDS FOR TILT VALUES EXISTING CABLING SUMMARY COAX HYBRID STATUS (6) COAX — RMN 3 EQUIPMENT SCHEDULES FINAL ANTENNA SCHEDULE ANTENNA SUMMARY BAND MECH/ELEC D-TILT STATUS 850 LTE ADD 1900 LTE 5G, AWS LTE ADD 1900 CDMA RMN 1900 CDMA * RMN 5G L-SUB6 ADD 850 LTE ADD 1900 LTE 5G, AWS LTE ADD 5G L-SUB6 ADD 850 LTE ADD 1900 LTE 5G, AWS LTE ADD 1900 CDMA * RMN 1900 CDMA RMN 5G L-SUB6 * ADD FINAL FIBER DISTRIBUTION / OVP BOX MODELNUMBER STATUS (2) OVP-12 ADD AZ.= 80 ALPHA PROPOSED 8843 RRU (1 PER SECTOR) (TYP. OF 3) (REFER TO CHART FOR DETAILED INFORMATION) PROPOSED NHH-65B-R2B ANTENNA (2 PER SECTOR) (TYP. OF 6) (REFER TO CHART FOR DETAILED INFORMATION) NON ANTENNA SUMMARY ADDITIONAL TOWER STATUS MOUNTED EQUIPMENT 8843 RRU ADD 4449 RRU ADD 8843 RRU ADD 4449 RRU ADD 8843 RRU ADD 4449 RRU ADD FINAL CABLING SUMMARY COAX HYBRID (6) COAX - (2) 12X24 STATUS RMN ADD AMERIGAN TOWER® MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE AA PRELIM GD 08/17/21 A REISSUED PRELIM JK 08/24/21 A0 FINAL BF 09/27/21 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF..Fto J. OpERT °v AR i2824 � A 21.09.-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 ANTENNA INFORMATION & SCHEDULE SHEET NUMBER: REVISION: C-401 0 ROPOSED ANTENNA PROPOSED SECTOR FRAME PROPOSED 2-3/8" O.D. X 96" LONG PIPE a)- PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. Ia:77iC9//d[t1[o]G%a iaKti PROPOSED OVP (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) &_ER __0qPOSED OVP MOUNTING SCALE: N.T.S. PER MOUNT ANALYSIS COMPLETED BY MASER CONSULTING, DATED 06/23/21, THE PROPOSED MOUNT CAN ADEQUATELY SUPPORT THE PROPOSED LOADING. DROPOSED RRU (OPTION 2) MOUNT PER MANUFACTURER'S SPECS) ENSURE THAT BRACKET DOES NOT CONFLICT WITH XISTING OR PROPOSED EQUIPMENT) PROPOSED SECTOR FRAME 'ROPOSED RRU (OPTION 1) MOUNT PER MANUFACTURER'S SPECS) ENSURE THAT BRACKET DOES NOT CONFLICT WITH XISTING OR PROPOSED EQUIPMENT) PROPOSED RRU MOUNTING DETAIL - TYPICAL L SCALE: N.T.S. PROPOSED 2-3/8" O.D. X 96" LONG ANTENNA PIPE MOUNT PROPOSED ANTENNA PROPOSED SECTOR FRAME PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL F SCALE: N.T.S. e a °d. i �. d 6" MIN. EDGE DISTANCE PROPOSED CABINET 1/2"4 HILTI KWIK BOLT W/ 3 1/2" EMBED. BOLTS & HARDWARE ARE TO BE STAINLESS STEEL TOP OF CONCRETE PAD CABINET MOUNTING DETAIL J SCALE: N.T.S. AMERICAN TOWER® MORRISON HE 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PRE DRAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE AA PRELIM GD 08/17/21 A REISSUED PRELIM JK 08/24/21 A0 FINAL BF 09/27/21 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: pF Fjp y 9 O, _RT J. • _ q -*- 101 i2824 V 2021.09.-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 verizonit DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-501 0 (P) 200A 120/240V iQJ 3W ILC PANEL LOAD SERVED UNCOMPENSATED VOLT AMPERES TRIP CKT # PHASE CKT # TRIP UNCOMPENSATED VOLT AMPERES LOAD SERVED L1 I L2 I L1 I L2 (P) GEN. BATTERY CHARGER 1500 20A 1 A n 2 604 0 0 (P) SURGE SUPPRESSOR (P) GEN. BLOCK HTR. 1000 20A 3 B 4 (E) LTE CABINET ** 2500 50A 5 A 6 100A 1380 (E) SUB -PANEL** 2500 7 B 8 200 ***RECTIFIER 1136 30A 91 A 10 30A 1136 ***RECTIFIER 1136 1 B 12 1136 ***RECTIFIER 1136 30A 13 A 14 30A 1136 ***RECTIFIER 1136 15 B 16 1136 ***RECTIFIER 1136 30A 17 A 18 30A 1136 ***RECTIFIER 1136 19 B 20 1136 ***RECTIFIER 1136 30A 21 A 22 SPACE 36 23 B 24 SPACE SPACE - - 25 A 26 - - SPACE SPACE - - - 27 29 B 28 - - SPACE SPACE SPACE - A 30 - - VOLT AMPS 8544 8044 4788 4608 VOLT AMPS L1 VOLT AMPERES L1 DEMAND VOLT AMPERES (INCLUDES DEMAND FACTOR) L1 DEMAND AMPS 13332 12652 L2 VOLT AMPERES L2 DEMAND VOLT AMPERES (INLCUDES DEMAND FACTOR) L2 DEMAND AMPS MAX DEMAND AMPS 13332 12652 111 105 108 **RELOCATED LOADS FROM DEMOLISHED 200A PANEL PP1 ***LOADING VALUES BASED ON INFORMATION PROVIDED BY VERIZON WIRELESS 1 PROPOSED 200A ILC PANEL SCHEDULE (E) 100A 120/240V 10 3W SUB -PANEL LOAD SERVED UNCOMPENSATED VOLT AMPERES TRIP CKT # PHASE CKT # TRIP UNCOMPENSATED VOLT AMPERES LOAD SERVED L1 I L2 I L1 I L2 (E) GFI RECEPTACLE 180 20A 1 A 2 - - SPACE 1200 3 B 4 SPACE (E) EBRE 20A 1200 5 A 6 SPACE SPACE - - 7 B CD C A(` VOLT AMPS 1380 1200 L1 VOLT AMPERES 1380 L1 DEMAND VOLT AMPERES (INCLUDES DEMAND FACTOR) 1380 L1 DEMAND AMPS 12 **RELOCATED LOADS FROM DEMOLISHED 200A PANEL PP1 2 EXISTING 100A SUB- PANEL SCHEDULE n 8 0 0 VOLT AMPS 1200 L2 VOLT AMPERES 1200 L2 DEMAND VOLT AMPERES (INLCUDES DEMAND FACTOR) 10 L2 DEMAND AMPS 11 MAX DEMAND AMPS NOTES: ALL CONDUCTORS ARE TYPE THWN (75 DEG. CELSIUS) COPPER MAXIMUM LENGTH OF RUN FOR RECTIFIER CIRCUITS IS 50-FT. INTERSECT/GENERAC INTEGRATED LOAD CENTER INCLUDES 200A MAIN DISCONNECT AND TRANSFER SWITCH FOR PORTABLE OR PERMANENT GENERATOR. RECTIFIER LOADS ARE CONSIDERED TO BE NON -CONTINUOUS. IF ADDITIONAL FUTURE LOADS ARE ADDED WHICH CAUSE TOTAL DEMAND TO EXCEED GENERATOR BREAKER SIZE, BACKUP POWER SYSTEM SHALL BE EVALUATED AND UPGRADED AS NECESSARY. ONLY LIGHTING LOADS (IF APPLICABLE) ARE CONSIDERED CONTINUOUS LOADS ALL EXISTING WIRE TERMINATIONS AND LUGS ARE CONSIDERED TO BE A MIN. 75 DEG. CELSIUS TEMPERATURE RATED - VERIFY IN FIELD. ALL NEW WIRE TERMINATIONS AND LUGS ARE TO BE A MIN. 75 DEG. CELSIUS TEMPERATURE RATED. AMERIGAN TOWER® MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE 0 PRELIM GD 08/17/21 A REISSUED PRELIM JK 08/24/21 .o FINAL BF 09/27/21 0 0 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF Fto co J. OVERT WM4v �AR A 21.09.-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 ELECTRICAL DETAILS SHEET NUMBER: REVISION: E-101 0 TO UTILITY TRANSFORMER AL (E) CONDUIT AND CONDUCTORS UTILITY METER M 200A 120/240VAC (E) 200A SERVICE DISCONNECT EXISTING 500 GALLON LP TANK PROPOSED 2" CONDUIT: 3-3/0 AWG 1-#6 AWG EG 2Y2" CONDUIT: LP GAS CONTRACTOR SHALL VERIFY 3-3/0 AWG THE SIZE AND CONDITION OF THE MECHANICALLY 1-#6 AWG EG EXISTING LP GAS LINE AND INTERLOCKED REPLACE IF UNDERSIZED BREAKERS PROPOSED 50KW, 120/240V LP GENERATOR WITH 2O0A U ES#1/ES��#t,21� C MAIN BREAKERS. GENERATION IS IN A NEW 3R ENCLOSURE, 200A 200A ( 200A CAM LOCK SUPPLIED WITH 150OW, 120V (OPTIONAL - BLOCK HEATER. NOT TYPICAL) 1" CONDUIT: VERIZON WIRELESS ILC 200A 5 W 4-#12 AWG CABINET WITH 2P/200A E GE 1-#12 AWG EG UTILITY BREAKER AND 200N ATS (FOR GEN. HEATER OPTIONAL 2P/200A CAM L 1" CONDUIT FOR GEN & BATT. CHARGER) LOCK BREAKER CONTROLS & ALARMS MECHANICALLY NOTE: THE GENERATOR USED INTERLOCKED WITH IN CONJUCTION WITH A TRANSFER SWITCH AND 42 2O0A 200A POWER 2-POLE ILC WITH A SOLID POSITION LOAD CENTER PANEL NEUTRAL IS NOT A 1" CONDUIT FOR SEPARATELY DERIVED SYSTEM, AS SUCH, DO NOT BOND THE GEN &ILC ALARMS NEUTRAL TO GROUND AT THE GENERATOR. PROPOSED CONSOLIDATED EQUIPMENT & POWER CABINET 1(1)-# IEG 3FEED0 AWG TTH AND OD AIWG RECTIFIER IN CONSOLIDATED EQUIPMENT & POWER CABINET (3) 1Y2" CONDUITS, EACH WITH (6)-#8 AWG AND (1)-#10 AWG EG TO FEED RECTIFIERS IN CONSOLIDATED EQUIPMENT & POWER CABINET EXISTING SUB -PANEL 1Y2" CONDUIT WITH (3) #3 AND (1) #8 GROUND TO FEED EXISTING SUB -PANEL, THE CONTRACTOR MAY REUSE THE EXISTING CONDUIT AND CONDUCTORS IF THEY ARE PROPERLY RATED ONE -LINE DIAGRAM AMERIGAN TOWER® MORRISON HERSH 2 SUN IVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE 'A PRELIM GO 08/17/21 A REISSUED PRELIM JK 08/24/21 /0 FINAL BF 09/27/21 0 0 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF Fto J. O$ERT ARi=4 :f ^^Y AG' 2021.09.-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 ■ verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 ELECTRICAL DETAILS SHEET NUMBER: REVISION: E-102 0 LABEL LIST: 1. (4)-%" CONDUITS FOR RECTIFIERS IN CONSOLIDATED EQUIPMENT & POWER CABINET 2. (1)-1" CONDUIT FOR GENERATOR AND ILC ALARM FORM ILC TO CONSOLIDATED EQUIPMENT & POWER CABINET 3. (1)-1" CONDUIT FOR GENERATOR HEATER & BATTERY CHARGER FROM ILC TO GENERATOR 4. (1)-1" CONDUIT FOR ALARM AND CONTROL WIRING FROM ILC TO GENERATOR 5. (1)- 2y" CONDUIT FOR POWER FROM ILC TO GENERATOR 6. (1)-2" CONDUIT FOR POWER FROM SERVICE DISCONNECT/CIRCUIT BREAKER TO ILC 7. (1)-2" CONDUIT FOR BATTERY CABINET FROM CONSOLIDATED EQUIPMENT & POWER CABINET TO BATTERY CABINET 8. (1)-1" CONDUIT FOR BATTERY CABINET FROM ILC TO BATTERY CABINET. CONTRACTOR TO REUSE CONDUIT AND CONDUIT AND CONDUCTORS IF SUFFICIENTLY SIZED. 9. (1)-1Y2' CONDUIT FOR EXISTING BTS CABINET FROM ILC TO BTS CABINET. CONTRACTOR TO REUSE CONDUIT AND CONDUIT AND CONDUCTORS IF SUFFICIENTLY SIZED. NOTES: 1. POWER AND TELCO CONDUITS RECEIVING CONDUCTORS BY OTHERS TO HAVE PULL ROPES. 2. ALL TELCO CONDUITS ARE TO BE STUBBED IN D-MARC LOCATION. 3. ALL POWER CONDUITS ARE TO BE TERMINATED AT THE METER CENTER. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO TRENCHING. ANY DAMAGE CAUSED TO THE EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 5. ALL CONDUITS SHALL BE INSTALLED PRIOR TO FINISH GRADING, GEOFABRIC, AND STONE INSTALLATION. 6. CONTRACTOR SHALL INSTALL SWEEPS AT ALL CONDUIT DIRECTION CHANGES UNLESS NOTED OTHERWISE. 7. RUN CONDUITS FROM ILC TO GENERATOR UNDERGROUND AND STUB UP CONDUITS MINIMUM 6" HIGH INSIDE GENERATOR BASE AND TERMINATE WITH MALE ADAPTER AND THREADED BUSHING. 8. WHEN ALL RRUs ARE GROUND MOUNTED, OMIT OVPs AND RUN FIBER/POWER FROM CONSOLIDATED EQUIPMENT & POWER CABINET DIRECTLY TO RRUs. GROUNDING KEYED NOTES: OBOND TO TOWER GROUND RING 2O #2 AWG SOLID BARE TINNED COPPER CONDUCTOR BONDING EQUIPMENT TO EXISTING GROUND RING O#2 GROUND RING 4O GROUNDING ELECTRODE (TYP.) OBOND TO COMPOUND GROUND RING OGROUNDING ELECTRODE WITH TEST WELL 5 I I I I I I I I --------------------------- IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII II IIIIIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII _ __JIIII —------------- — — _1 III Jl 6 8 J+ POWER ROUTING PLAN GROUNDING PLAN L I I I I I I I I I AMERIGAN TOWER® MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www.morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE AA PRELIM GD 08/17/21 © REISSUED PRELIM JK 08/24/21 A0 FINAL BF 09/27/21 0 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: OF Fto co J. `s _ O$EFtT (,q� "*y AR 92824 pR r 2021.09.-04'00' RORERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 III, verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 ELECTRICAL DETAILS SHEET NUMBER: REVISION: E-103 0 r PROPOSED ANTENNA EXISTING ANTENNAS I I I I I PROPOSED JUMPER I I PROPOSED CONNECTOR AND TO EXISTING I I j WEATHERPROOFING KIT ANTENNA MASTS I I I I I I I I PROPOSED WEATHERPROOFING KIT EXISTING COAX GROUND KITS I j PROPOSED CABLE • I I I PROPOSED #6 AWG I I I GROUND KIT STRANDED CU I I I I WIRE WITH GREEN, 600V, I I I THWN INSULATION TO PROPOSED RRU I I I j ANTENNA CABLE TO GROUND LUG (TYP.) I j l 1\ j CABINET (TYP.) PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, 1`� �� �� �`� I #6 AWG STRANDED CU THWN INSULATION �������.\ �� 11 11 WIRE WITH GREEN, 600V, TO PROPOSED OVP BOX.; �;.\ `�I�\ 1 I I I THWN INSULATION GROUNDING 1 1 1 CONNECTION TO EXISTING TMAs EXISTING GROUNDING GROUND BAR MOUNTED CONNECTION TO NEAR/BELOW ANTENNA LIGHTNING �% TO BE INSTALLED IF PROTECTION SYSTEM j REQUIRED) NOTES: I 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. 0 TYPICAL ANTENNA GROUNDING DIAGRAM SCALE: N.T.S. /1►1���I�G�Nt1:3��'ai/Pal[%LL/_� 1 GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) I TO GROUND BAR TO EQUIPMENT GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. CABLE GROUND KIT CONNECTION DETAIL L SCALE: N.T.S. 1/4" X 4" X 6" GROUND BAR (ERICO PIN: EGBA14406CC OR EQUAL) TWO -HOLE LUG, TO BE USED WITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) 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. TOWER GROUND BAR DETAIL J SCALE: N.T.S. AMERIGAN TOWER® MORRISON HERSH 2 S UNIVERSITY DR., UNIT 245 PLANTATIONS, FL 33324 Tel: 954.577.4655 www. morrisonhershfield.com DO NOT SCALE DRAWING. CONTRACTOR M VERIFY ALL DIMENSIONS AND ADVISE CONSULTAN OF ANY ERRORS OR OMISSIONS. THE INFORMATIO CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSU OTHER THAN WHICH IS RELATED TO NAMED CLIENT STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. ALL PR RAWING ARE SU T REVISION. REV. DESCRIPTION BY DATE A PRELIM GD 08/17/21 © REISSUED PRELIM JK 08/24/21 A0 FINAL BE 09/27/21 0 0 ATC SITE NUMBER: 2723 ATC SITE NAME: RIM DITCH VERIZON SITE NAME: ATC RIM DITCH SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SEAL: �4IIV ` % _ P -*- AR 9=4 A 2021.09.2 4-04'00' ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR92824 III, verizon/ DATE DRAWN: 08/24/21 ATC JOB NO: 13692837 CUSTOMER ID: ATC RIM DITCH CUSTOMER #: 131706 GROUNDING DETAILS SHEET NUMBER: REVISION: E-501 0 NOTE: THE AIR6449 RADIO IS INCORPORATED WITHIN PANEL ANTENNA DEPTH WIDTH I WIDTH I DEPTH WIDTH I WIDTH I MANUFACTURER:RAYCAP MODEL: RVZDC-6627-PF-48 HEIGHT: 29.5" WIDTH: 16.5" DEPTH: 12.6" WEIGHT: 32 LBS N NOTE: CONTRACTOR TO PROVIDE U-BOLT FOR PIPE MOUNTING w w PLAN VIEW 16.5 1 1 FRONT VIEW BACK VIEW SIDE VIEW FRONT VIEW BACK VIEW SIDE VIEW 1 1 WIDTH WIDTH I I z x _ mum_ ol ol TOP VIEW TOP VIEW ERICSSON AIR6449 ANDREW NHH-65B-R2B SIZE AND WEIGHT TABLE SIZE AND WEIGHT TABLE FRONT VIEW SIDE VIEW ANTENNA SPECIFICATIONS 2 ANTENNA SPECIFICATIONS 3 OVP SPECIFICATIONS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. WIDTH WIDTH 0000000000000000000000000000� FRONT VIEW FRONT VIEW DEPTH DEPTH WIDTH � WIDTH I' F II L a I1111111111 � IIIIIIIIIIIII �. L t SIDE VIEW PLAN VIEW SIDE VIEW PLAN VIEW ERICSSON 8843 ERICSSON 4449 SIZE AND WEIGHT TABLE SIZE AND WEIGHT TABLE NOTE: NOTE: INSTALL PER MFR RECOMMENDATIONS INSTALL PER MFR RECOMMENDATIONS RADIO SPECIFICATIONS RADIO SPECIFICATIONS SCALE: N.T.S. SCALE: N.T.S. HEIGHT WIDTH DEPTH WEIGHT 30.6" 15.9" 10.6" 83.8 LBS WIDTH WIDTH DEPTH HEIGHT W/O CABLE WEIGHT HEIGHT WIDTH DEPTH WEIGHT 72.0" 11.9" 7.1" 43.7 LBS WIDTH DEPTH HEIGHT W/O CABLE WEIGHT NOTElk =FCRIdYEULOETALINFCF� ft0r3 KM E7 -RET-M OTIE wWou&cAmErspmmmmNw TOP P VIEW FRONT VIEW r�'�II19f115 +fj r a mm mmmkoff CAiMET ;Tafmcmm IRFA SECTIOW" CNMGUTS PLATE E6NCHED MAIN EQUIPMENT CABINET BATTERY CABINET 1373E i5a C91 DETAIL Ti SEL-FUN A -A IN(]MUIVI5 PLATE INIVALLIM (ovzm COAL C Ai1(]IITYIIN15 HOLE SM (EACH CABINET WITH 6 HID arlo W-10 W:10 MAIN EQUIPMENT CABINET 1 BATTERY CABINET CONDUIT � TIiC. TF Nf><C,H rxanu ,�.. --asp= ,..... aspq . . ar wm.rrjjdj SUPPLEMENTAL oil lilwal SHEET NUMBER: REVISION: R-602 0 � a s � a - a s r v r ■ - I � -- � e PLAN VIEW FRM VIENI(DOOR HIDDEN) `I �MoumNc a �I ) 000 " 1111[II1111[II1111[III 11[I 1111[111111[1111111111 Id JJJ fi 1 � n 1111111111111111111111 11111 r r41 � 19 _0 a�• a CD Fo �LL Y W �3 rz MAIN EQUIPMENT CABINET BATTERY CABINET mrcaereo-aowuaa� OCis75�Pw 61rr01dlPcC rt AID rewErrrs �y SG050 I 1 50 kW JN❑USTRIAL SPARK -IGNITED GENERATOR SET EPA Oertitied Stationary Emergency Standby Power Rating 50 kW, 63 WA. 50 Hz Prime Power Rating* 45kW, 56WA, 60Hz 144 z -EPA C."W Paine mleW ero W a,Wo* in ple M Dr ILe Tyrapdee Codes and Standards Generac products are designed fo the fall -owing standards: I1L UL2200, UL508, L)L489 CSA22.2 I 13S5514 and DIN 6271 SE SAE J 1349 NFPA37, 70, 99, 110 NFP94 11 nFC - NEC700, 701, 702, 708 0 ISO 3046. 7637. 8528. 9001 NEMA ICS10, MG1, 250, ICS6,AB1 ("i"" __ ANSI062.41 IBC 2009, C13C 2010, IBC 2012, os�)pd ASCE 7-05,ASCE 7-10, ICC-ES AC-156 (2012) GENERACI INDUSTRIAL Imare used ter NoWdon pupewaa* Powering Ahead Generac ensures superior quality by designing and manufacturing most of its generator components, such as alternators, enclosures, control systems and communications software. Generac also makes its own spark -ignited engines, and you'll find them on every Generac gaseous -fueled generator. We engineer and manufacture them from the black up — all at our facilities throughout Wisconsin. Applying natural gas and LP -fueled engines to generators requires advanced engineering expertise to ensure reliability, durability and necessary performance, By designing specifically for these dry, hatter -burning fuels, the engines last longer and require less maintenance. Building our own engines also means we control every step of the supply chain and delivery process, so you benefitfrom single - source responsibility, Plus, Generac Industrial Power's distribution network provides all parts and service so you don't have to deal with third -party suppliers. It all leads to a positive owner experience and higher confidence level. Generac spark -ignited engines give you more options in commercial and industrial generator applications as well as extended run time from utility -supplied natural gas. SG050 I 5AL 1 50loll INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified stationary Emergency DIMENSIONS AND WEIGHTS* sass H w IN I measuremerfis are approximate and for astYnaSon purposes only. YOUR FACTORY RECOGNIZED GENERAL INoUMIAL DEALER I GENERAC' INDUSTRIAL OPEN SET (Includes Exhaust Flex) L x W x H -In (mm) 76.0 0,930.0) x 37.4 (950.0j x 40 0,176.Oj VA19111- is N 21258 (11028j STANDARD ENCLOSURE (mm) 94.8 (2,408.9) x X0 (965.1 ) x 495 (1,2SI-1 ) N- steel: 2,697 (1,228) welgAlurninums 1,754 (795) LEVEL i ACOUSTIC ENCLOSURE LxWxH-In(mm) 1125(2,B57,1)xMILD (911x49.5(1,258A) �- e8 R"it 2,776 (I'm PJutnlnum: 2,506 0,138) LEVEL 2 ACOUSTIC ENCLOSURE LxWxH-In(mm) 94,5(2,40740xXIII(65.1)x89.10,755.0} waigK im stout Z928 ( PS) humitunx 2,574 0,165) maY ylnluxrlo�ca pkcae ealma aGnrae Parer awngs. (knerac PnwerSysWnns. InG. I P.4- eux 6 1 Waukeshk M 53189 P; CM) 544-811 02017 Eamne Poor Syayma. Inc. h1 dghtS feRMd. All spRAicalionS are Sul70ctto crungjownhout nowo. PROPOSED 50KW GENERATOR DETAIL SCALE: NOT TO SCALE Part No.OM264 Rav, 0 11l16117 PARTS LIST PART NO. PART DMRhPTION LENGTH UNIT WT, NET WT. X-VFAW SUPPORT ARM 71,41 142.81 DL-HOCAMTBIN CLAMP WELOMENT FOR HCA*-HO 33-66 33-06 X•MHTPHO MULTI -HOLE TAPER PLATE WELOMENT 86,24 86,24 X-VFAPL4 VFA-HID PIVOT PLATE 12 in 15-88 31-77 X•LCBP4 DENT BACKING PLATE 18 in 19,013 38.01 X440CAMSS ANGLE ADJUSTME14T WELDMENT FOR BCANMO 18-39 18-39 X•SPTB SLIDING PIPE TIE BACK PLATE 6112In $.87 23.40 X+IDCAMSP POSITIONING PLATE WELDMENT FOR: BCAM-HD 2.50 2.5B X-T$CA TIE BACK CLIP ANGLE 2,41 $,02 SOX2 CROSSOVERPLATE Tin 4.00 19,19 MOP CLAMP HALF i 2" THICK, 1 I-SM" LONG 121116 an 3.59 14.37 OCP S!2' THICK. 5.314" CNTER TO CENTER CLAMP HALF 6 Va M 2.36 l&W P3084 2-706" X.64" 12 112" SCH. 40) GALVANIZED PIPE 84 in 40-65 01-29 P2120 2-US"X 120' 12' SCH. 40i GALVANIZED PIPE 126 in 40,75 $1,60 A34212 814' x 2-1 t2" UNC HEX (JOLT (A325) 2112 in 0.46 1.92 G34FW 314' HDG US$ FLATIVASHER 0.06 0.24 G34LW 3!4" HOG LOCKWASHER C." 0.17 G34NUT 304" HDG HEAVY 214 HE)(NUT 0.21 0.83 G5OR-18 5f6' x 18' THREADED ROD (HOG.) 1.57 IZ54 GSAR-12 MIS' x 12' THREADED ROO (HOG-) 1-05 4-10 G58R•8 St$" m $" THREADED ROD lHDC.) 0.70 5.65 X-0moo SIM" X 3' X 54 41' X 2-1 t2" U-BOLT (HOG-) 1.15 4-50 wa$26$ WrX2-60VX4-1r2"z2"U•SOLT HDGJ 1.00 coo G&807 W' x 7" HDG HEX BOLT GR3 FULL THREAD 7 in 0.70 1.41 06$06 6W' K 8" HOG HEX BOLT GRS FULLT}1REAO 61n 0-62 0-62 G5802 S16" x 2" HDG HEX BOLT GR5 0.27 1.06 A5112114 SM" x 2-1t4" HDG A325 HEX BOLT 21MIn 0.31 2.50 G6804 WS" k4" HDG HEX BOLT GRS 0.44 2166 GS&FW 518" HDG USS FLATWASHER 118 in 0-07 1.78 G$fiLw $M' HDG LOCKWASHER Cos 1,85 G66NUT Nlr' HOG HEAVY 214 HEX NUT 0.13 9.74 X-U81300 112' X 3" X S"X 2" GALV U-BOLT 0-74 11-82 X-U61212 112' X2-1 tT X4-112" X 2" U•BOLT (HOG,) 0.60 4.78 012€W 112" HD¢ USS FLATWASHER W32 in 0-03 1-09 G12LW 1J2" HDG LOCKWASHER vain 0.01 0.44 912NUT it2" HOG HEAVY 2H HEX NUT 1 0.07 2.29 TOTAL WT. $11 $29-28 TOLERANCE NOTES iwwuene: OESCRIPTION rant.«r TOLERANCES ON Dg1EH/IDNB, UNi.E9 OTMEkM18E NOTEDARE: $' HEAVY 0UTY ME e e AN E"' °'t' eA SASHED,&111MA1� AND GAS CUT EDGES 1[l 0,M07 V-FRAMEASSEMBLY jl. 4 1� ieee": Fwnuth,IN ti OItlLLEDAlIOW46G1THOlEBlSR0.y07-NDCAMIfMf3#HOLES LMMCUTEDOEBAMMOLEB#a$fC)-NOCDFI&IOOF"DLEO 9Alt" l I*DEGREE A110THERMAOMHINO90,03P� A01ii#F.'RAYR6MC� WITH T4YOSTIFF ARMS Axdl.lurk� 1.88k.7S8.7448 P.1-.O, IN Seim, OR K vaxoA,"x UPDATED SCAM VERSION I TO BCAM VERSION 2 1 jrEKj6t29t2016 UPDATED PIN LEG CONNECTION TO SCAM CONNECTION 1 1 CEK 12H 8f2017 CPaNO. PRAWN 01' CEK 11251201T END. APP�EOVA4 PART NO. VFA6-Fib y C HAN6EO TIE -BACK 80.CIi CDNNECTISIN CES[ 7026t2017 CHANGED TIE•BACKFiONTCONNECTiON CEK 2t212D17 O m DESCRIPTION OF REVISIONS CPO BY GATEaern��■nr�rrxwEeeewrrwexsr�r wrke�N.yew,lww.,�..�x.-,..���owMr�I�xnrrw rxtr CL*SS 99 SV6 02 fMGWrfl6 USAGE CUSTOMER CXECkE6 f5Y BIIIC 1211312017 Ow6. no. VFAB-HD cm REVISIONHISTORr PROPOSED ANTENNA MOUNT (BETA SECTOR ONLY) 1 SCALE: NOT TO SCALE PARTS LIST PART NO, PART CESQRIPTION LENGTH UNIT WT. NET WT. X-VFA9R SUPPORT ARM 71.41 142.01 I•HOCAWTBW CLAMP WELOMENT FOR SCAMMID 33-89 33.88 x4dwPHD MULTI -HOLE TAPER PLATE WELOWEN7 86.24 35.24 X-VFAPL4 VFA-HO PIVOT PLATE 12 in 15.88 31.77 X-LCijP4 SENT BACKING PLATE lain 19.OD 38.01 X-HOCAMS6 ANGLE ADJUSTMENT WELDMENT FOR HCAm-HD 18-39 18-59 x-$PTB SLIDING PIPE TIE BACK PLATE 6 1121n $.87 2149 X-HOCAMSP POSITIONING PLATE WELOMENT FOR SCAM-HO 2.58 2.51I X•TSCA TIE BACK CLIP ANGLE 2101 802 SOX2 CROSSOVER PLATE 7 in 4,00 38.37 MCP CLAMP HALF 112" 7TACK, ii-W LONG 121I16In 3.59 14.37 DCP 112" THICK, 5.W4" CNTER TO CENTER CLAMP HALF 8 1i61r1 2.30 18.96 P2126 23r8- X 126" (2" SCH. 40) GALVANIZED PIPE 126 in 40.75 E7.50 PS0126 2.TW O.O. X 120' $CH. 40 PIPE 126 in 64AS 129-25 A34212 3f4" x 2-1l7" UNC HEX BOLT{A325j 2112 in 0,40 1.92 G34rW 344" HOG USS FLATWASHER 0-06 0,24 G34LW 3W HBO LCICKWASHE{i 13.04 QA7 034NUT 314' HDG HEAVY 2H HEX NUT 10_21 10_85 05811-18 5M- x 18" THREADED ROD (HOG.j 18 in 0140 3,19 358R-12 SM' x 12" THREADED ROD (HOG-j 1.05 4.10 G5BR-E W8" k 8" THREADED ROQ (HOG,j 0.70 2,70 X-UH5300 &M"X 3" X 5-114' X 2-112' U-BOLT (HOG-_ 1.15 A-60 X-U8526$ 6IS' X 2.SM' X 4-112' X 2' U-BOLT(HUG. j 1 A0 "D G5607 518" x 7" HOG HEX BOLT GR5 FULL THREAD 7 in 0.70 1.41 45840 $ib' x V HDG HEX BOLTGR6 FULL THREAD 61n 0-62 0162 G56D4 W8" 114' HDG NE(BOLTGR5 0." &55 135862 519' x 2" 14OG HEX BOLT ORS 0.27 1-00 A552114 WB" k 2.114- H DU A326 HEX BOLT 21A In 0,31 2160 658FW 5W HOG UBE FLATWASHER 118 in 0.07 1.78 G68LW 5+8" HOG 1-00KWA3HER 010$ 1172 G58NLIT ffM' HOG HEAVY 2" HEX NUT 0.13 9,22 TU81900 1+2"X 9" 7i S" X 2' GALV U•801_T 0-74 23.64 X-U91212 112" X 2" X r X 1-iW U•SOLT (HDG.) 0.00 %60 ¢12FW 112" HOO USS FLATWASHER 8132 in 10_03 2.18 G12LW 1f2" HOG LOCKWASHWf 1181n 0101 9.39 012NUT V7" HDG HEAVY 2H HEX NUT 0.07 4.50 TOTAL WT. S 713A4 TOLERANCE NOTES GESCRIPTION "LERANOESONOM111DO N$,UNLEUOT1EM9WNDTEDARE 16'0'HEAVY DUTY ® a-o a AtIamdGNT e" i re OAWEO,SHEAREDAND OAIS CUT EDGES (!al.W7 V-FRAME ASSEMBLY L"Ar-,GA s"nv Te74 Loeti��ee.r.R DRILLEDAM"SOUTHOLNtsRCVF'7"NOCOMINGOFNOLE$ 1MITHTWOBTiFFARi118 IN 1.8&B•768.7-0A6 stil-,OR Seirm•ort UPDATED SCAM VERSION 1 TO SCAM VERSION 2 CEIi fi12912018 LAOMCUT EOGES ANDNOLES Q91 NO OONM(WWO10LES � �-i- A •.�.+4+1�aarrjlr oAaoA, 1% UPDATED PIN LEG CONNECTION TO SCAM COSNECTION 1 CEK 12H4Q017 �f 1M��E ALL OTHM MACHINING jWd 7 CPO Na. wuwre er ENO. APPROVAL PART H0. � CHANGED TIE -BACK $AC#( CONNECTION CEK 702802017 ALLOTHNA81W*W-V0aMU CEK 1UWZD17 VFA10-H0 C HANGEQ TIE -BACK FRONT CONNECTION CElS 2i212D17 Q x DESCRFPTIDN OF REVISIONS CPD I BY I DATE "p 1w,mm= CLASS SU6 DVAW04G USAGE CMECI4Eo BY 4wG. no. �1 m REVISION HISTORY '� '�"a •*'°� ►'1" r°Rwe'°wwr,rna.rinlmr'r� 61 02 CUSTOMER BMC 1211412017 VFA10-HD " PROPOSED ANTENNA MOUNT (ALPHA &GAMMA SECTORS ONLY) I SCALE: NOT TO SCALE