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PLANS 2 - 21-00584 - 1802 N 7th E - T-Mobile Cell Tower
L O C A T I O N M A P VICINITY MAPKnow what's below. Call before you dig.R COMPLIANCE CODEPROJECT SUMMARY P R O J E C T D E S C R I P T I O N UTILITY COMPANIESPOWER COMPANY: VERIZON WIRELESS WESTPHONE: (413) 781-6000TELEPHONE COMPANY: QWEST CORPORATIONPHONE: (866) 462-0444 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. 2018 INTERNATIONAL BUILDING CODE (IBC)2. 2017 NATIONAL ELECTRIC CODE (NEC)3. LOCAL BUILDING CODE4. CITY/COUNTY ORDINANCES S I T E L O C A T I O N T- M O B I L E M I C R O W A V E P L A N ZONING INFORMATION:JURISDICTION: MADISON COUNTYAPN: RP7N40E331802 SITE ADDRESS:1802 NORTH 7TH EASTSUGAR CITY, ID 83440COUNTY: MADISONGEOGRAPHIC COORDINATES:LATITUDE: 43.89402LONGITUDE: -111.73999GROUND ELEVATION: 4,906' AMSL U S - 2 0 1 . T H E F A C I L I T Y I S U N M A N N E D . 2 . A T E C H N I C I A N W I L L V I S I T T H E S I T E A P P R O X I M A T E L Y O N C E A M O N T H F O R R O U T I N E I N S P E C T I O N A N D M A I N T E N A N C E . 3 . T H E P R O J E C T W I L L N O T R E S U L T I N A N Y S I G N I F I C A N T L A N D D I S T U R B A N C E O R E F F E C T O F S T O R M W A T E R D R A I N A G E . 4 . N O S A N I T A R Y S E W E R , P O T A B L E W A T E R O R T R A S H D I S P O S A L I S R E Q U I R E D . 5 . H A N D I C A P A C C E S S I S N O T R E Q U I R E D . P R O J E C T N O T E S T H E P R O P O S E D P R O J E C T I N C L U D E S M O D I F Y I N G G R O U N D B A S E D A N D T O W E R M O U N T E D E Q U I P M E N T A S I N D I C A T E D P E R B E L O W : I N S T A L L ( 1 ) D I S H ( E S ) , ( 1 ) P I P E M O U N T K I T ( S ) , ( 4 ) O D U ( s ) , A N D ( 4 ) 0 . 6 3 " L D F 4 - 5 0 A C A B L E ( S ) . P R O J E C T L O C A T I O N D I R E C T I O N S H E A D N O R T H O N I - 1 5 N 4 . 9 M I T A K E E X I T 1 4 3 F O R I D - 3 3 T O W A R D R E X B U R G / S A L M O N 0 . 2 M I T U R N R I G H T O N T O I D - 3 3 E 1 9 . 2 M I T U R N L E F T T O M E R G E O N T O U S - 2 0 E T O W A R D W Y E L L O W S T O N E / S T A N T H O N Y 6 . 5 M I T U R N R I G H T O N T O N 2 0 0 0 E / D I G G E R D R D E S T I N A T I O N W I L L B E O N T H E L E F T 0 . 1 M I ATC SITE N A M E : I D 6 E G I N I D ATC SITE N U M B E R : 4 1 4 9 0 3 T-MOBILE SI T E N A M E : S L 0 2 4 4 6 A T-MOBILE SI T E N U M B E R : S L 0 2 4 4 6 A SITE ADDRE S S : 1 8 0 2 N O R T H 7 T H E A S T S U G A R C I T Y , I D 8 3 4 4 0 PROJECT TEAMAPPLICANT:T-MOBILE WEST LLC3625 132ND AVE AEBELLEVUE, WA 98006 TOWER OWNER:AMERICAN TOWER10 PRESIDENTIAL WAYWOBURN, MA 01801 S H E E T I N D E X S H E E T N O : D E S C R I P T I O N : R E V : D A T E : B Y : G - 0 0 1 T I T L E S H E E T 0 0 7 / 0 8 / 2 1 G V G - 0 0 2 G E N E R A L N O T E S 0 0 7 / 0 8 / 2 1 G V C - 0 0 1 O V E R A L L S I T E P L A N 0 0 7 / 0 8 / 2 1 G V C - 1 0 1 D E T A I L E D S I T E P L A N 0 0 7 / 0 8 / 2 1 G V C - 2 0 1 T O W E R E L E V A T I O N 0 0 7 / 0 8 / 2 1 G V C - 4 0 1 M I C R O W A V E D I S H I N F O R M A T I O N & S C H E D U L E 0 0 7 / 0 8 / 2 1 G V C - 6 0 1 S U P P L E M E N T A L ENGINEER:TOWER ENGINEERINGPROFESSIONALS326 TRYON ROADRALEIGH, NC 27603-3530 PROPERTY OWNER:PALMER MAX1496 N 7TH ESUGAR, CITY 83448 S H E E T N U M B E R : R E V I S I O N : Copyright © 2021 ATC IP LLC, All Rights Reserved. 4 1 4 9 0 3 I D 6 E G I N I D S L 0 2 4 4 6 A 1 8 0 2 N O R T H 7 T H E A S T S U G A R C I T Y , I D 8 3 4 4 0 G - 0 0 1 D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : D A T E D R A W N : 0 7 / 0 8 / 2 1 A T C J O B N O : S L 0 2 4 4 6 A C U S T O M E R N A M E : 1 3 6 7 7 4 1 9 S L 0 2 4 4 6 A C U S T O M E R I D : T - M O B I L E S I T E N A M E : T M o b i l e © 3 2 6 T R Y O N R O A D R A L E I G H , N C 2 7 6 0 3 - 3 5 3 0 O F F I C E : ( 9 1 9 ) 6 6 1 - 6 3 5 1 w w w . t e p g r o u p . n e t S E A L : 0 7 / 0 8 / 2 1 T I T L E S H E E T A P R E L I M I N A R Y G V 0 6 / 1 1 / 2 1 0 1 0 0 % C O N S T R U C T I O N G V 0 7 / 0 8 / 2 1 0 S H E E T N U M B E R : R E V I S I O N : Copyright © 2021 ATC IP LLC, All Rights Reserved. 4 1 4 9 0 3 I D 6 E G I N I D S L 0 2 4 4 6 A 1 8 0 2 N O R T H 7 T H E A S T S U G A R C I T Y , I D 8 3 4 4 0 G - 0 0 2 D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : D A T E D R A W N : 0 7 / 0 8 / 2 1 A T C J O B N O : S L 0 2 4 4 6 A C U S T O M E R N A M E : 1 3 6 7 7 4 1 9 S L 0 2 4 4 6 A C U S T O M E R I D : T - M O B I L E S I T E N A M E : T M o b i l e © 3 2 6 T R Y O N R O A D R A L E I G H , N C 2 7 6 0 3 - 3 5 3 0 O F F I C E : ( 9 1 9 ) 6 6 1 - 6 3 5 1 w w w . t e p g r o u p . n e t S E A L : 0 7 / 0 8 / 2 1 G E N E R A L N O T E S A P R E L I M I N A R Y G V 0 6 / 1 1 / 2 1 0 1 0 0 % C O N S T R U C T I O N G V 0 7 / 0 8 / 2 1 0 GENERAL CONSTRUCTION NOTES:1. OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THECONTRACTOR WILL INSTALLA. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUNDBUILD/CO-LOCATE ONLY)B. AC/TELCO INTERFACE BOX (PPC)C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GCTO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)D. TOWERS, MONOPOLESE. TOWER LIGHTINGF. GENERATORS & LIQUID PROPANE TANKG. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTINGH. ANTENNAS (INSTALLED BY OTHERS)I. TRANSMISSION LINEJ. TRANSMISSION LINE JUMPERSK. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITSL. TRANSMISSION LINE GROUND KITSM. HANGERSN. HOISTING GRIPSO. BTS EQUIPMENT2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THECOMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCHMATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM,ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS ANDDISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS ANDRUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES ANDALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TOTHE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FORPERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIREDPERMITS.3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCALCODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTIONSPECIFICATIONS.4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUNDUTILITIES PRIOR TO START OF CONSTRUCTION.5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIREDINSPECTIONS.6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, ANDSITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALLDISCREPANCIES REPORTED TO THE ENGINEER.7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.8. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESSOTHERWISE NOTED.9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTIONSAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDEDFOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,ANCHOR BOLTS, ETC.11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDSDRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING ORNONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILEREP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALLREQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING.13. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HISWORK WITH THE WORK OF OTHERS.14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THISPROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTIONOF THE T-MOBILE CONSTRUCTION MANAGER.15. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURINGINSTALLATION USING A SILICONE SEALANT.16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORDIMMEDIATELY.17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETEAND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OFEACH DAY.19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWERCORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OFOTHER OCCUPANTS OF THE FACILITY.20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC)WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REPTO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDEDSHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALLALL ITEMS PROVIDED.22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL C O O R D I N A T E W I T H T - M O B I L E R E P TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CO N T R A C T O R . A L L R E Q U I R E D P E R M I T S NOT OBTAINED BY T-MOBILE MUST BE OBTAINED, AND PAI D F O R , B Y T H E C O N T R A C T O R . 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN A C C O R D A N C E W I T H T - M O B I L E SPECIFICATIONS AND REQUIREMENTS.24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS T O T - M O B I L E F O R R E V I E W A N D APPROVAL PRIOR TO FABRICATION.25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING T O M A N U F A C T U R E R ' S SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE S P E C I F I C A T I O N S , A N D A S S H O W N I N THESE PLANS.26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT T H E P R O J E C T D E S C R I B E D H E R E I N . THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR A L L T H E C O N S T R U C T I O N M E A N S , METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES A N D F O R C O O R D I N A T I N G A L L PORTIONS OF THE WORK UNDER THE CONTRACT.27. CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINI M U M O F 4 8 H O U R S I N A D V A N C E O F POURING CONCRETE OR BACKFILLING ANY UNDERGROUN D U T I L I T I E S , F O U N D A T I O N S O R SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR E N G I N E E R I N G R E V I E W A N D APPROVAL.28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SA F E T Y I N C L U D I N G C O M P L I A N C E W I T H ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATI O N S A N D S H A L L P R O V I D E A L L NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM A N D C O N S T R U C T I O N D E V I C E S S U C H AS WELDING AND FIRE PREVENTION, TEMPORARY SHORIN G , S C A F F O L D I N G , T R E N C H BOXES/SLOPING, BARRIERS, ETC.29. THE CONTRACTOR SHALL PROTECT AT HIS OWN EX P E N S E , A L L E X I S T I N G F A C I L I T I E S A N D SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE C O N S T R U C T I O N P E R I O D . A N Y DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CON T R A C T O R O R H I S REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLE C T O N T H E P A R T O F T H I S CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE E X I S T I N G W O R K , O R T O H I S W O R K OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE R E P A I R E D A T H I S E X P E N S E T O T H E OWNER'S SATISFACTION.30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, N E A T A N D W O R K M A N L I K E M A N N E R BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QU A L I T Y O F W O R K M A N S H I P S H A L L B E SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANY W O R K F O U N D B Y T H E T - M O B I L E R E P TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHA L L B E R E P L A C E D A N D / O R R E W O R K E D AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED . 31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY A N D P E R F O R M A N C E , A L L T Y P E S O F MATERIALS LISTED HEREINAFTER BY MANUFACTURER’S N A M E S A N D / O R M A N U F A C T U R E R ’ S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUF A C T U R E R S A S S P E C I F I E D . 32. T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKE D - U P A T T H E T - M O B I L E W A R E H O U S E , NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, S T O R E D , U N C R A T E , P R O T E C T E D A N D INSTALLED BY THE CONTRACTOR WITH ALL APPURTENAN C E S R E Q U I R E D T O P L A C E T H E EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRA C T O R S H A L L B E R E S P O N S I B L E F O R THE EQUIPMENT AFTER PICKING IT UP.33. T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES T H E R I G H T T O R E J E C T A N Y EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION A R E N O T I N C O M P L I A N C E W I T H T H E CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INST A L L A T I O N A N D T H E E Q U I P M E N T SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO T H E R E Q U I R E M E N T S O F T H E CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO CO S T T O T - M O B I L E O R T H E I R ARCHITECT/ENGINEER.SPECIAL CONSTRUCTIONANTENNA INSTALLATION NOTES:1. WORK INCLUDED:A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY T - M O B I L E U N D E R A S E P A R A T E CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA IN S T A L L A T I O N C O N T R A C T O R I N TERMS OD COORDINATION AND SITE ACCESS. ERECTION S U B C O N T R A C T O R S H A L L B E RESPONSIBLE FOR THE PROTECTION OF PERSONNEL ANDB. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND T - M O B I L E S P E C I F I C A T I O N S . C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS I N D I C A T E D O N D R A W I N G S D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMIN U M W A V E G U I D E . E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF S W E E P T E S T S U S I N G ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZE R . S U B M I T F R E Q U E N C Y D O M A I N REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT M A N A G E R . S W E E P T E S T S S H A L L B E AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOM M E N D E D F O R A N T E N N A A N D H E L I A X COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING SHALL B E P E R F O R M E D B Y A N INDEPENDENT TESTING SERVICE AND BE BOUND AND SUB M I T T E D W I T H I N O N E W E E K O F WORK COMPLETION.F. INSTALL COAXIAL CABLES AND TERMINATING BETW E E N A N T E N N A S A N D E Q U I P M E N T P E R MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF A L L C O N N E C T I O N S B E T W E E N T H E ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUI R E M E N T S . T E R M I N A T E A L L C O A X I A L CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATI O N U N L E S S O T H E R W I S E S T A T E D . G. ANTENNA AND COAXIAL CABLE GROUNDING:2. ALL EXTERIOR #6 GREED GROUND WIRE "DAISY CHA I N " C O N N E C T I O N S A R E T O B E WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEAT H E R P R O O F I N G K I T # 2 2 1 2 1 3 O R EQUAL.3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE IN S T A L L E D O N S T R A I G H T R U N S O F COAXIAL CABLE (NOT WITHIN BENDS) A L L D I S C R E P A N C I E S F R O M W H A T I S S H O W N O N T H E S E C O N S T R U C T I O N D R A W I N G S S H A L L B E C O M M U N I C A T E D T O A T C E N G I N E E R I N G I M M E D I A T E L Y F O R C O R R E C T I O N O R R E - D E S I G N . F A I L U R E T O C O M M U N I C A T E D I R E C T L Y W I T H A T C E N G I N E E R I N G O R A N Y C H A N G E S F R O M T H E D E S I G N C O N D U C T E D W I T H O U T P R I O R A P P R O V A L F R O M A T C E N G I N E E R I N G S H A L L B E T H E S O L E R E S P O N S I B I L I T Y O F T H E G E N E R A L C O N T R A C T O R . S H E E T N U M B E R : R E V I S I O N : Copyright © 2021 ATC IP LLC, All Rights Reserved. 4 1 4 9 0 3 I D 6 E G I N I D S L 0 2 4 4 6 A 1 8 0 2 N O R T H 7 T H E A S T S U G A R C I T Y , I D 8 3 4 4 0 C - 0 0 1 D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : D A T E D R A W N : 0 7 / 0 8 / 2 1 A T C J O B N O : S L 0 2 4 4 6 A C U S T O M E R N A M E : 1 3 6 7 7 4 1 9 S L 0 2 4 4 6 A C U S T O M E R I D : T - M O B I L E S I T E N A M E : T M o b i l e © 3 2 6 T R Y O N R O A D R A L E I G H , N C 2 7 6 0 3 - 3 5 3 0 O F F I C E : ( 9 1 9 ) 6 6 1 - 6 3 5 1 w w w . t e p g r o u p . n e t S E A L : 0 7 / 0 8 / 2 1 O V E R A L L S I T E P L A N A P R E L I M I N A R Y G V 0 6 / 1 1 / 2 1 0 1 0 0 % C O N S T R U C T I O N G V 0 7 / 0 8 / 2 1 0 0 3 0 0 ' 6 0 0 ' S C A L E : 1 " = 3 0 0 ' ( 1 1 X 1 7 ) 1 " = 1 5 0 ' ( 2 2 X 3 4 ) 1 O V E R A L L S I T E P L A N S C A L E : 1 " = 3 0 0 ' NOTES:1. BOUNDARY LINES OBTAINED FROM UINTAMADISON COUNTY ONLINE GIS.2. ZONING INFORMATION OBTAINED FROMMADISON COUNTY.LEGEND X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S H E E T N U M B E R : R E V I S I O N : Copyright © 2021 ATC IP LLC, All Rights Reserved. 4 1 4 9 0 3 I D 6 E G I N I D S L 0 2 4 4 6 A 1 8 0 2 N O R T H 7 T H E A S T S U G A R C I T Y , I D 8 3 4 4 0 C - 1 0 1 D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : D A T E D R A W N : 0 7 / 0 8 / 2 1 A T C J O B N O : S L 0 2 4 4 6 A C U S T O M E R N A M E : 1 3 6 7 7 4 1 9 S L 0 2 4 4 6 A C U S T O M E R I D : T - M O B I L E S I T E N A M E : T M o b i l e © 3 2 6 T R Y O N R O A D R A L E I G H , N C 2 7 6 0 3 - 3 5 3 0 O F F I C E : ( 9 1 9 ) 6 6 1 - 6 3 5 1 w w w . t e p g r o u p . n e t S E A L : 0 7 / 0 8 / 2 1 D E T A I L E D S I T E P L A N A P R E L I M I N A R Y G V 0 6 / 1 1 / 2 1 0 1 0 0 % C O N S T R U C T I O N G V 0 7 / 0 8 / 2 1 0 0 2 0 ' 4 0 ' S C A L E : 1 " = 2 0 ' ( 1 1 X 1 7 ) 1 " = 1 0 ' ( 2 2 X 3 4 ) 1 D E T A I L E D S I T E P L A N S C A L E : 1 " = 2 0 ' SITE PLAN NOTES:1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THEENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITEPRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THESCOPE OF WORK FOR THIS PROJECT.2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FORREFERENCE 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 OFTHE COMPONENTS MEET THE ATC SPECIFICATIONS.3. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. LEGENDAUTOMATIC TRANSFER SWITCHATSDISCONNECTDELECTRICALEFIBERFBOLLARDBGENERATOR RECEPTACALGHAND HOLE, VAULTHH, VICE BRIDGEIBKENTROX BOXK GENERATORGENMETERMLIGHTING CONTROLLCPULL BOXPBPOWER POLEPPTELCOTTRANSFORMERTRNXCHAINLINK FENCE GROUNDING TEST WELLCELL SITE CABINETCSCPROPOSED CABLE LENGTH:1. ESTIMATED LENGTH OF PROPOSED CABLE IS 215'.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). P R O P O S E D ( 4 ) 0 . 6 3 " L D F 4 - 5 0 A C A B L E S ( R O U T E D P E R P R O P O S E D C A B L E L E N G T H N O T E 2 ) ( R E F E R T O P R O P O S E D C A B L E L E N G T H N O T E O N T H I S P A G E ) S H E E T N U M B E R : R E V I S I O N : Copyright © 2021 ATC IP LLC, All Rights Reserved. 4 1 4 9 0 3 I D 6 E G I N I D S L 0 2 4 4 6 A 1 8 0 2 N O R T H 7 T H E A S T S U G A R C I T Y , I D 8 3 4 4 0 C - 2 0 1 D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : D A T E D R A W N : 0 7 / 0 8 / 2 1 A T C J O B N O : S L 0 2 4 4 6 A C U S T O M E R N A M E : 1 3 6 7 7 4 1 9 S L 0 2 4 4 6 A C U S T O M E R I D : T - M O B I L E S I T E N A M E : T M o b i l e © 3 2 6 T R Y O N R O A D R A L E I G H , N C 2 7 6 0 3 - 3 5 3 0 O F F I C E : ( 9 1 9 ) 6 6 1 - 6 3 5 1 w w w . t e p g r o u p . n e t S E A L : 0 7 / 0 8 / 2 1 T O W E R E L E V A T I O N A P R E L I M I N A R Y G V 0 6 / 1 1 / 2 1 0 1 0 0 % C O N S T R U C T I O N G V 0 7 / 0 8 / 2 1 0 T O W E R N O T E : 1 . I T I S T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O C O N F I R M W I T H T H E P R O J E C T M A N A G E R T H A T T H E Y H A V E T H E M O S T R E C E N T V E R S I O N O F T H E S T R U C T U R A L A N A L Y S I S B E F O R E C O M M E N C I N G W O R K . E X I S T I N G A N D P R O P O S E D T O W E R A P P U R T E N A N C E S , M O U N T S , A N D A N T E N N A S A R E S H O W N B A S E D O N T H E S T R U C T U R A L A N A L Y S I S . 2 . W H E R E A P P L I C A B L E , A L L N E W A N T E N N A S , E Q U I P M E N T , M O U N T S , C A B L I N G , E T C . S H A L L B E P A I N T E D / S O C K E D T O M A T C H E X I S T I N G E Q U I P M E N T I N A C C O R D A N C E W I T H F A A , J U R I S D I C T I O N , A N D / O R O T H E R L O C A L R E Q U I R E M E N T S . 3 . R O U T E P R O P O S E D C A B L E S A L O N G S A M E P A T H A S E X I S T I N G C A B L E S A N D I N A C C O R D A N C E W I T H S T R U C T U R A L A N A L Y S I S . W H E R E P O S S I B L E U T I L I Z E E X I S T I N G C A B L E S U P P O R T S T R U C T U R E S A S P R O V I D E D F O R C A R R I E R T O A D E Q U A T E L Y S E C U R E C A B L E S , U S I N G E I T H E R A P P R O P R I A T E L Y S I Z E D S T A I N L E S S S T E E L S N A P - I N S O R M O U N T I N G H A R D W A R E A N D B R A C K E T S A S S P E C I F I E D B Y C A B L E M A N U F A C T U R E R . O T H E R W I S E , A T T A C H C A B L E S T O H O R I Z O N T A L O R D I A G O N A L T O W E R M E M B E R S U S I N G P R O P O S E D S T A I N L E S S S T E E L A D A P T E R S ( D O N O T A T T A C H T O T O W E R L E G ) . 4 . T O W E R E L E V A T I O N S A R E M E A S U R E D F R O M T O P O F B A S E P L A T E T O M A T C H S T R U C T U R A L A N A L Y S I S . E L E V A T I O N S D O N O T R E F L E C T T R U E A B O V E G R O U N D L E V E L ( A . G . L . ) P R O P O S E D T - M O B I L E E Q U I P M E N T 2 C - 4 0 1 A T C I S A N A L Y Z I N G T H E A N T E N N A M O U N T U N D E R A S E P A R A T E P R O J E C T . C O N S T R U C T I O N I S N O T T O P R O C E E D U N T I L T H E M O U N T A N A L Y S I S I S C O M P L E T E A N D I N D I C A T E S T H E A D D I T I O N A L L O A D I N G D O E S N O T O V E R S T R E S S T H E M O U N T 2 P R O P O S E D T O W E R E L E V A T I O N S C A L E : N . T . S . 1EXISTING TOWER ELEVATIONSCALE: N.T.S. P R O P O S E D T - M O B I L E D I S H R A D C E N T E R @ 1 5 7 ' 1 C - 4 0 1 S H E E T N U M B E R : R E V I S I O N : Copyright © 2021 ATC IP LLC, All Rights Reserved. 4 1 4 9 0 3 I D 6 E G I N I D S L 0 2 4 4 6 A 1 8 0 2 N O R T H 7 T H E A S T S U G A R C I T Y , I D 8 3 4 4 0 C - 4 0 1 D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : D A T E D R A W N : 0 7 / 0 8 / 2 1 A T C J O B N O : S L 0 2 4 4 6 A C U S T O M E R N A M E : 1 3 6 7 7 4 1 9 S L 0 2 4 4 6 A C U S T O M E R I D : T - M O B I L E S I T E N A M E : T M o b i l e © 3 2 6 T R Y O N R O A D R A L E I G H , N C 2 7 6 0 3 - 3 5 3 0 O F F I C E : ( 9 1 9 ) 6 6 1 - 6 3 5 1 w w w . t e p g r o u p . n e t S E A L : 0 7 / 0 8 / 2 1 M I C R O W A V E D I S H I N F O R M A T I O N & S C H E D U L E A P R E L I M I N A R Y G V 0 6 / 1 1 / 2 1 0 1 0 0 % C O N S T R U C T I O N G V 0 7 / 0 8 / 2 1 0 A T C I S A N A L Y Z I N G T H E A N T E N N A M O U N T U N D E R A S E P A R A T E P R O J E C T . C O N S T R U C T I O N I S N O T T O P R O C E E D U N T I L T H E M O U N T A N A L Y S I S I S C O M P L E T E A N D I N D I C A T E S T H E A D D I T I O N A L L O A D I N G D O E S N O T O V E R S T R E S S T H E M O U N T 2 F I N A L M I C R O W A V E P L A N S C A L E : N . T . S . AZ. = 204 . 9 0 ° DIS H P R O P O S E D F I B E A I R R F U - C O D U S H O W N S T A C K E D V E R T I C A L L Y F O R C L A R I T Y ( T Y P . 4 ) P R O P O S E D V H L P 3 - 1 8 - 2 W H / A M I C R O W A V E D I S H 3 M I C R O W A V E E Q U I P M E N T S C H E D U L E S S C A L E : N . T . S . P R O P O S E D P I P E M O U N T K I T 1PROPOSED MICROWAVE DISH DETAILSCALE: NOT TO SCALE P R O P O S E D M O U N T H E I G H T & R A D C E N T E R PROPOSED (4) 0.63" LDF4-50A CABLESUSE APPROPRIATELY SIZED CLAMP, LISTED AND SUITA B L E F O R T H E A P P L I C A T I O N , TO ADEQUATELY SECURE CABLE ALONG ROUTE.ATTACH TO EXISTING WAVEGUIDE LADDER WHERE AV A I L A B L E OR TO HORIZONTAL OR DIAGONAL TOWER MEMBERS U S I N G P R O P O S E D A D A P T E R (FOR ROUND MEMBER: ATTACH USING HOSE CLAMP, C O M M S C O P E S T S 3 S E R I E S AND MOUNT TO TOWER WITH STAND-OFF, COMMSCOP E P A R T # S A - 3 8 ) (FOR ANGLE MEMBER: ATTACH USING ANGLE ADAPTO R C O M M S C O P E P A R T # 2 4 3 6 8 4 ) ELEVATION VIEW PROPOSED MICROWAVE DI S H (MOUNT PER MANUFACTU R E R ' S S P E C S ) PROPOSEDFIBEAIR RFU-CODU (TYP. 4)PROPOSED WAVEGUIDE JUMPER (TYP. 4) P R O P O S E D C A B L I N G S U M M A R Y C O A X / E L L I P T I C A L S T A T U S ( 4 ) 0 . 6 3 " L D F 4 - 5 0 A A D D LOCATIONANTE N N A S U M M A R Y N O N A N T E N N A S U M M A R Y SECTOR RAD AZ POS MOD E L N U M B E R S T A T U S P O S M O D E L N U M B E R S T A T U S DISH157' 204.90°1 VHLP 3 - 1 8 - 2 W H / A A D D 1 ( 4 ) F I B E A I R R F U - C A D D N O T E S RMV: TO BE REMOVEDRMN: TO REMAINREL: TO BE RELOCATED DSC: TO BE DISCONNECTEDAND TO REMAIN STATUS ABBREVIATIONS 1. CONFIRM WITH T-MOBILE REP FOR APP L I C A B L E U P D A T E S / R E V I S I O N S A N D M O S T R E C E N T R F D S . 2. ATC HAS NOT YET VERIFIED ANY EXISTI N G A N T E N N A C O N F I G U R A T I O N O R M O U N T C O N F I G U R A T I O N . C O N T R A C T O R T O V E R I F Y M O U N T C O N F I G U R A T I O N HAS SUFFICIENT SPACE FOR PROPOSE D L E S S E E E Q U I P M E N T ( I . E . C L E A R A N C E S , M O U N T P I P E O R S U F F I C I E N T L E N G T H , E T C . ) A T C D I D N O T A N A L Y Z E ANTENNA MOUNT TO DETERMINE ADEQ U A T E S T R U C T U R A L C A P A C I T Y F O R A N Y L E S S E E L O A D I N G . 3. ALL PROPOSED EQUIPMENT INCLUDING A N T E N N A S , C O A X , E T C . S H A L L B E M O U N T E D I N A C C O R D A N C E W I T H T H E T O W E R S T R U C T U R A L A N A L Y S I S O N FILE WITH THE ATC CM.4. CONFIRM SPACING OF PROPOSED EQUI P M E N T D O E S N O T C A U S E T O W E R C O N F L I C T S N O R I M P E D E T O W E R C L I M B I N G P E G S . 5. CABLE LENGTHS SHOWN ESTIMATE MA X I M U M T Y P I C A L R U N A N D I N C O R P O R A T E A 1 5 % S A F E T Y F A C T O R . P R O P O S E D A N T E N N A A N D R F E Q U I P M E N T S C H E D U L E PROPOSED STIFF ARM P R O P O S E D S T I F F A R M S H E E T N U M B E R : R E V I S I O N : Copyright © 2021 ATC IP LLC, All Rights Reserved. 4 1 4 9 0 3 I D 6 E G I N I D S L 0 2 4 4 6 A 1 8 0 2 N O R T H 7 T H E A S T S U G A R C I T Y , I D 8 3 4 4 0 R - 6 0 1 D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : D A T E D R A W N : 0 7 / 0 8 / 2 1 A T C J O B N O : S L 0 2 4 4 6 A C U S T O M E R N A M E : 1 3 6 7 7 4 1 9 S L 0 2 4 4 6 A C U S T O M E R I D : T - M O B I L E S I T E N A M E : T M o b i l e © 3 2 6 T R Y O N R O A D R A L E I G H , N C 2 7 6 0 3 - 3 5 3 0 O F F I C E : ( 9 1 9 ) 6 6 1 - 6 3 5 1 w w w . t e p g r o u p . n e t S E A L : 0 7 / 0 8 / 2 1 - G V 0 6 / 1 1 / 2 1 0 1 0 0 % C O N S T R U C T I O N G V 0 7 / 0 8 / 2 1 - S U P P L E M E N T A L MICROWAVE SPECIFICATIONSMICROWAVE MODELABWEIGHT(LBS) VHLP3-18-2WH/A3.3"3.3"37.5 A C B F R O N T V I E W T O P V I E W O D U S P E C I F I C A T I O N S O D U M O D E L A B C W E I G H T ( L B S ) F I B E A I R R F U - C 7 . 9 " 7 . 9 " 3 . 4 " 9 . 0 A B- E Q U I P M E N T S P E C I F I C A T I O N S S C A L E : N . T . S .