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HomeMy WebLinkAbout006 C-201 TOWER ELEVATIONSHEET NUMBER:REVISION:C-201 DESCRIPTIONREV.DATEBY Copyright © 1980 ATC IP LLC, All Rights Reserved.326 TRYON ROADRALEIGH, NC 27603-3530OFFICE: (919) 661-6351www.tepgroup.net TEP IS A FAMILY OF COMPANIES LICENSED TO PROVIDE DIFFERENT SERVICES INDIFFERENT JURISDICTIONS. DEPENDING ON THE JURISDICTION, PROFESSIONALENGINEERING AND LAND SURVEYING SERVICES ARE PROVIDED BY TEP OPCOLLC, A DELAWARE LIMITED LIABILITY COMPANY, TEP ENGINEERING, LLC, A NORTHCAROLINA PROFESSIONAL LIMITED LIABILITY COMPANY, OR M&H ENGINEERING,LLC, A NEW YORK PROFESSIONAL LIMITED LIABILITY COMPANY. GENERALCONTRACTOR SERVICES ARE PROVIDED BY TEP OPCO LLC, A DELAWARELIMITED LIABILITY COMPANY. WE ACQUIRE THE REQUISITE LICENSES IN EACHSTATE. ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE COMPANY. 419657 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: BRIDGER VIEW MT BRIDGER RD_ATC (419657) ATC SITE NAME: 705 BRIDGER DR BOZEMAN, MT 59715 BRIDGER RD_ATC (419657) 15314363 MT05232A 09/24/25DATE DRAWN: ATC JOB NO: CUSTOMER ID: CUSTOMER NAME: SEAL: 100% CONSTRUCTION0 07/25/25SRZ 09/24/25 100% CONSTRUCTION1 09/24/25SRZ A PRELIMINARY PRB 06/10/25 1 TOWER ELEVATION PER MOUNT ANALYSIS COMPLETED BY POWER OFDESIGN, DATED MAY 19, 2025. THE PROPOSEDMOUNT CAN ADEQUATELY SUPPORT THEPROPOSED LOADING. 2 PROPOSED TOWER ELEVATION SCALE: N.T.S.1 EXISTING TOWER ELEVATION SCALE: N.T.S. PROPOSED T-MOBILEEQUIPMENT 1 C-401 PROPOSED T-MOBILERAD CENTER @ 73' PROPOSED T-MOBILERAD CENTER @ 75' PROPOSED T-MOBILECABLE COUNT:(2) 6/24 4AWG (LENGTH: ± 40m)(2.00" / 50.8mm) HYBRID TRUNKS 4 C-501 PROPOSED T-MOBILET/ANTENNA @ 77' PROPOSED T-MOBILEB/ANTENNA @ 69'PROPOSED PLATFORM MOUNTBY SITE PRO 1 (P/N: SNP8-NP) WITHHANDRAIL KIT BY SITE PRO 1 (P/N: HRA8) OR APPROVEDEQUIVALENT1 R-613 1 R-612 PROPOSED CABLING SUMMARY COAX HYBRID LENGTH STATUS -(2) 6/24 4AWG(2.00" / 50.8mm)40m ADD TOWER NOTES: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 BE PAINTED/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. IF ADEQUATE SPACEEXISTS, ROUTE CABLES THROUGH ENTRY PORTHOLE, UP INSIDE OF MONOPOLE, AND THROUGHEXIT PORT HOLE. IF ROUTING OUTSIDE THEMONOPOLE, ATTACH CABLES USING STAND-OFFADAPTERS MOUNTED TO TOWER USING STAINLESSSTEEL BANDING. ADEQUATELY SECURE CABLESUSING EITHER APPROPRIATELY SIZED STAINLESSSTEEL SNAP-INS OR MOUNTING HARDWARE ANDBRACKETS AS SPECIFIED BY CABLEMANUFACTURER.4. TOWER ELEVATION DEPICTION MAY NOT REFLECTALL EQUIPMENT INCLUDED IN STRUCTURALANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR FULL TOWER LOADING. (TO BE RELOCATED) PROPOSED 20' TOWER EXTENSION(TO BE PERMITTED AND INSTALLEDUNDER A SEPARATE PERMIT) TOP OF PROPOSED EXTENSIONELEV. 80'-0"8'-0"6/26/2026 26265 705 Bridger Dr CONR