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PLANS - 21-00584 - 1802 N 7th E - T-Mobile Cell Tower
lk AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 MkIftmoo T^ r ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 1 PRELIM REVISION JN 03/11/21 AF PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SITE LOCATION - 15004 4 VID' f CFO T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A TITLE SHEET SHEET NUMBER: REVISION: G-001 Aa, AMERICAN T WE11% ATC SITE NAME: ATC SUGAR CITY �, Nie 1'rRl4lrPPAkMr� � ATC SITE NUMBER: 414903��� T -MOBILE SITE NAME: ATC SUGAR CITY v T -MOBILE SITE NUMBER: SL02446A SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 0.¢p Lhi1e Trerlor Co VICINITY MAP MADISON COUNTY LOCATION MAP T -MOBILE COLLOCATION CD W/ ZONING ROB COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: SHEET NO: DESCRIPTION: REV: DATE: BY: 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. 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 COUNTY: MADISON TOWER WORK: INSTALL (9) ANTENNA(s), (9) RRU(s), (3) 6X24 HCS 4AWG 80M, AND (3) SECTOR MOUNT MODEL# VFA10-HD G-001 TITLE SHEET 0 06/22/21 AM G-002 GENERAL NOTES 0 06/22/21 AM C-101 DETAILED SITE PLAN 0 06/22/21 AM 1. 2018 INTERNATIONAL BUILDING CODE (IBC) GEOGRAPHIC COORDINATES: GROUND WORK: C-102 DETAILED GROUND PLAN 0 06/22/21 AM 2. 2017 NATIONAL ELECTRIC CODE (NEC) 3. LOCAL BUILDING CODE LATITUDE: 43.894022 INSTALL (1) 6160 CABINET, (1) B160, (1) RBS 6601 , (1) PPC, (1) TMO METER, (1) 10' X15' CONC. PAD, (1) ATS, (1) GENERATOR, (1) ICE C-201 TOWER ELEVATION 0 06/22/21 AM 4. CITY/COUNTY ORDINANCES LONGITUDE: -111.739997 BRIDGE, (1) GPS ANTENNA,NEW 13' 10' TMO SHELTER, (1) BB 6648, GROUND ELEVATION: 4906' AMSL (1)BB630, (1)BB630, (1) BB6630 AND (1) WAVEGUIDE LADDER C-401 ANTENNA INFORMATION &SCHEDULE 0 06/22/21 AM ZONING INFORMATION: C-501 CONSTRUCTION DETAILS 0 06/22/21 AM JURISDICTION: MADISON COUNTY C-502 CONSTRUCTION DETAILS 0 06/22/21 AM PARCEL #: RP7N40E331802 C-503 CONSTRUCTION DETAILS 0 06/22/21 AM PROJECT TEAM R-601 EQUIPMENT SPECIFICATIONS 0 06/22/21 AM TOWER OWNER: APPLICANT: R-602 EQUIPMENT SPECIFICATIONS 0 06/22/21 AM PROJECT NOTES R-603 EQUIPMENT SPECIFICATIONS 0 06/22/21 AM AMERICAN TOWER T -MOBILE WEST LLC 10 PRESIDENTIAL WAY 8960 NE ALDERWOOD RD WOBURN, MA 01801 PORTLAND, OR 97220 APPLICANT REPRESENTATIVE 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 R-604 SUPPLEMENTAL 0 06/22/21 AM UTILITY COMPANIES R-605 ATS SPECIFICATIONS 0 06/22/21 AM POWER COMPANY: PACIFICORP PHONE: (888) 220-7171 PROPERTY OWNER: THE DERNA GROUP 22431 ANTONIO PKWY, STE B 160-234 MAX PALMER RANCHO SANTA MARGARITA, CA 1496 NORTH 7TH EAST 92688 SUGAR CITY, ID 83440 CONTACT: RACHEL BRUIN EMAIL: RBRUIN@DERNAGRP.COM PHONE: 805-215-9444 DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5. HANDICAP ACCESS IS NOT REQUIRED. R-606 SUPPLEMENTAL 0 06/22/21 AM R-607 WARNING SIGN 0 06/22/21 AM R-608 SUPPLEMENTAL DETAILS 0 06/22/21 AM PROJECT LOCATION DIRECTIONS R-609 CONC. PAD DETAILS 0 06/22/21 AM R-610 POWER / TELCO SITE PLAN 0 06/22/21 AM ENGINEER: A&E CONTRACTOR HEAD NORTH ON I-15 N 4.9 MI TAKE EXIT 143 FOR ID -33 R-611 POWER PROTECTION CABINET LAYOUT 0 06/22/21 AM ROD ATC TOWER SERVICES, LLC ALLPRO CONSULTING GROUP, INC. TOWARD REXBURG/SALMON 0.2 MI TURN RIGHT ONTO ID -33 E 19.2 MI TURN LEFT TO MERGE ONTO US -20 E TOWARD W R-612 ELECTRICAL LIGHTING LAYOUT 0 06/22/21 AM 3500 REGENCY PKWY STE 100 9221 LYNDON B. JOHNSON YELLOWSTONE/ST ANTHONY 6.5 MI TURN RIGHT ONTO N 2000 Know whets below. Call before you dig. CARY, NC 27518 FREEWAY,SUITE 204 DALLAS, TX 75243 CONTACT: JOJI GEORGE P.E. E/DIGGER DR DESTINATION WILL BE ON THE LEFT 0.1 MI R-613 GROUNDING PLAN 0 06/22/21 AM R-614 SHELTER DETAILS 0 06/22/21 AM OFFICE: 972-231-8893 lk AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 MkIftmoo ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 1 PRELIM REVISION JN 03/11/21 AF PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL 06/22/21 15004 4 VID' f CFO T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A TITLE SHEET SHEET NUMBER: REVISION: G-001 0 GENERAL CONSTRUCTION NOTES: 1. OWNER FURNISHED MATERIALS, T -MOBILE "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 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 T -MOBILE 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/-FIA-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 T -MOBILE REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE T -MOBILE REP PRIOR TO PROCEEDING. 13. EACH CONTRACTOR SHALL COOPERATE WITH THE T -MOBILE REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T -MOBILE REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITS NOT OBTAINED BY T -MOBILE MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T -MOBILE SPECIFICATIONS AND REQUIREMENTS. 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T -MOBILE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO T -MOBILE 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 T -MOBILE 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 T -MOBILE REP. ANY WORK FOUND BY THE T -MOBILE 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. T -MOBILE FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE T -MOBILE 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. T -MOBILE 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 T -MOBILE OR THEIR ARCHITECT/ENGINEER. SPECIAL CONSTRUCTION ANTENNA INSTALLATION NOTES: 1. WORK INCLUDED: A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY T -MOBILE 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 PERSONNEL AND INSTALL ANTENNA AS INDICATE ON DRAWINGS AND T -MOBILE SPECIFICATIONS. 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS AMERICAN TOWER® PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS OF THE T -MOBILE CONSTRUCTION MANAGER. CARY, NC 27518 PHONE: (919) 468-0112 D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE. 15. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING PHONE: 972-231-8893 ANRITZU-PACKARD 87138 RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN 16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, REGISTRATION NO. 8242 CONTRACTOR SHALL NOTIFY THE T -MOBILE REP AND ENGINEER OF RECORD REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS SHALL BE IMMEDIATELY. AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELIAX © PRELIM REVISION JN 11/24/20 COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING SHALL BE PERFORMED BY AN 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. WORK COMPLETION. 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 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 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. 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. ANTENNA AND COAXIAL CABLE GROUNDING: 2. ALL EXTERIOR #6 GREED GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR EQUAL. 3. 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. A& AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 AE PRELIM REVISION JN 03/11/21 l PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 ]5004 C5 ! FO T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A GENERAL NOTES SHEET NUMBER: REVISION: G-002 0 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. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. 4. ALL INSTALLATIONS SHOULD BE IN COMPLIANCE WITH ANSI/ASSE A10.48 AND ANY OTHER SAFETY STANDARDS NEW TWO 10' X15' CONC. PAD INSIDE OF 5. THIS SITE IS LOCATED IN FLOOD ZONE X, AREA OF MINIMAL FLOOD HAZARD AREA NUMBER 16065CO030D EFFECTIVE 06/03/1 A 10 X15' LEASE AREA 2. PROPOSED CABLE LENGTH: ESTIMATED LENGTH OF PROPOSED CABLE IS 208'. 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. 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). 'I 27•-7" _ �•-O" 26'-0" f0'-0" N AIV _ o OTHERS 11 '-8" X 26'-O" SHELTER h I NEW 3"0 PVC CONDUIT FOR POWER FROM NEW METER (E) COMMUNITY H -FRAME TO NEW PPC (147'±) 63'-11 " / _ d Q3� d , F /. TR �� i ` GRAVEL SURFACES / EXISTING 15' ROAD 1y - 1 LATTICE 1J TOWER i i a a � 6 /i 19� i 1 DETAILED SITE PLAN 0 20' 40' SCALE: 1"=20' (11X17) 1"=10'(22X34) NEW T -MOBILE 200A METER ADDED TO EXISTING GANG BLOCK /N EMPTY SPOT 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 2. PROPOSED CABLE LENGTH: ESTIMATED LENGTH OF PROPOSED CABLE IS 208'. 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. 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). 'I 27•-7" _ �•-O" 26'-0" f0'-0" N AIV _ o OTHERS 11 '-8" X 26'-O" SHELTER h I NEW 3"0 PVC CONDUIT FOR POWER FROM NEW METER (E) COMMUNITY H -FRAME TO NEW PPC (147'±) 63'-11 " / _ d Q3� d , F /. TR �� i ` GRAVEL SURFACES / EXISTING 15' ROAD 1y - 1 LATTICE 1J TOWER i i a a � 6 /i 19� i 1 DETAILED SITE PLAN 0 20' 40' SCALE: 1"=20' (11X17) 1"=10'(22X34) NEW T -MOBILE 200A METER ADDED TO EXISTING GANG BLOCK /N EMPTY SPOT AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, INC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE /A PRELIM JN 11/10/20 U/PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 /D PRELIM REVISION JN 03/05/21 z PRELIM REVISION JN 03/11/21 �F PRELIM REVISION JN 04/06/21 A FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: ��. 06/22/21 ]5004 o1 VD, f C;;: T • •Mobile DATE DRAWN: 11/09/20 ATC JOB NO: 13330346 G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A DETAILED SITE PLAN SHEET NUMBER: REVISION: C-101 0 SITE PLAN NOTES: 1. CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD EQUIPMENT. IF SO, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING DEAD 213 (6201 CABS) EQUIPMENT. 2. REMOVE EXISTING 2G CABINETS, AND POWER / TELCO WHIPS ASSOCIATED WITH THE DEAD EQUIPMENT IF APPLICABLE. 3. ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY 4. ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA. DISPOSE OF MATERIALS PROPERLY OFF SITE. 4. ALL INSTALLATIONS SHOULD BE IN COMPLIANCE WITH ANSI/ASSE A10.48 AND ANY OTHER SAFETY STANDARDS (E) SHELTER BY OTHERS M I � �"j a I � I aN V NEW BASEBANDS /NS/DE OF NEW 6160 CAB/NET (1) RBS 6601 (DUG20 G1900) (1) BB 6648 (N2500) (1) B86630 (L1900/L2100) (1) BB6630 (L700/L600/N600) T -MOBILE CM APPROVAL REQUIRED -� BEFORE INSTALLING CABINETS NEW 3"0 PVC CONDUIT FOR FIBER FROM (E) HOFFMAN BOX TO NEW FIBER L BOX (147'±) NEW 3"0 PVC CONDUIT FOR POWER FROM NEW METER (E) 10�-0"' I COMMUNITY H -FRAME U2-2- NEW ASE AREA TO NEW PPC (147'±) 9�-4" I SHELTER DESIGN BY OTHERS I NEW TELCO BOARD I � I to I NEW ATS (1) BB6630 (L2500) ' NEW 24" ICE BRIDGE NEW (3) 6X24 HCS 4A WG 80M 1 � 111 PROPOSED GROUND EQUIPMENT LAYOUT FULL SIZE PLOT: SCALE: 3/4" = 1'-0" HALF SIZE PLOT: SCALE: 3/8" = 1'—O" 0 6" 1' 2' I NEW 3500 REGENCY PARKWAY SUITE 100 PURCELL PHONE: (919) 468-0112 a PPC ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY I NEW 2"0 PVC FAX 866-364-8375 ^� CONDUIT FOR POWER ACGI# 20-3980 REV. DESCRIPTION BY DATE FROM NEW PPC TO U/PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 NEW 6160 (6'±) z PRELIM REVISION JN 03/11/21 l PRELIM REVISION JN 04/06/21 NEW 2"0 PVC ATC SITE NUMBER: CONDUIT FOR FIBER ATC SITE NAME: ATC SUGAR CITY FROM NEW PPC TO ATC SUGAR CITY — —'� NEW 6160 (6'±) SUGAR CITY, ID 83440 I ]5004 NEW TMO 10' X13' CONC. PAD INSIDE OF A 10'X15' 1 1 1 LEASE AREA DESIGN BY DATE DRAWN: 11/09/20 � OTHERS CUSTOMER #: SL02446A DETAILED GROUND PLAN SHEET NUMBER: REVISION: C-102 (1) BB6630 (L2500) ' NEW 24" ICE BRIDGE NEW (3) 6X24 HCS 4A WG 80M 1 � 111 PROPOSED GROUND EQUIPMENT LAYOUT FULL SIZE PLOT: SCALE: 3/4" = 1'-0" HALF SIZE PLOT: SCALE: 3/8" = 1'—O" 0 6" 1' 2' AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, INC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE /A PRELIM JN 11/10/20 U/PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 /D PRELIM REVISION JN 03/05/21 z PRELIM REVISION JN 03/11/21 l PRELIM REVISION JN 04/06/21 Z0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 ]5004 T • •Mobile DATE DRAWN: 11/09/20 ATC JOB NO: 13330346 G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A DETAILED GROUND PLAN SHEET NUMBER: REVISION: C-102 0 TOP OF EXIST/NG TOWER ELEV. 195' 7NG CARRIER ANTENNAS jk CENTER ® 189 'ING CARRIER ANTENNAS jk CENTER ® 180 EXISTING 195' SELF SUPPORT TOWER EXISTING TOWER ELEVATION I SCALE: N.T.S. EXISTING TOP OF BASE PLATE TOP OF EXISTING TOWER ELEV. 195' • PROPOSED T -MOBILE EQUIPMENT ING CARRIER ANTENNAS :ENTER ® 189IV WG CARRIER ANTENNAS :ENTER ® 180 DSED T -MOBILE ENTER @ 165' NEW (3) SECTOR MOUNTS BY SITE PRO MODELI WA-10—HD (1) PER SECTOR PROPOSED (3) 6X24 HYBRID CABLE PROPOSED WAVEGUIDE LADDER ON NORTH EAST FACE OF TOWER EXISTING 195' SELF SUPPORT TOWER PROPOSED TOWER ELEVATION L SCALE: N.T.S. EXISTING TOP OF BASE PLATE ATC IS ANALYZING THE ANTENNA MOUNT UNDER A SEPARATE PROJECT. CONSTRUCTION IS NOT TO PROCEED UNTIL THE MOUNT ANALYSIS IS COMPLETE AND INDICATES THE ADDITIONAL LOADING DOES NOT OVERSTRESS THE MOUNT 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.) 5. STRUCTURAL ANALYSIS BY ATC ENG# 13330346_C3_02 DATED 11/06/2020. NO ANTENNA OR EQUIPMENT SHALL BE INSTALLED ON THE TOWER WITHOUT THE APPROVAL OF A STRUCTURAL ENGINEER. 0 AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, INC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE /A PRELIM JN 11/10/20 /B\ PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 PRELIM REVISION JN 03/05/21 /E PRELIM REVISION JN 03/11/21 L PRELIM REVISION JN 04/06/21 0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: ��. 06/22/21 ]5004 T • •Mobile DATE DRAWN: 11/09/20 ATC JOB NO: 13330346_G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A TOWER ELEVATION SHEET NUMBER: REVISION: C-201 0 0 NOTES CONFIRM WITH T -MOBILE REP FOR APPLICABLE UPDATES/REVISIONS AND MOST RECENT RFDS FOR NSN CONFIGURATION (CONFIG). GC TO CAP ALL UNUSED PORTS. CONFIRM SPACING OF PROPOSED EQUIP DOES NOT CAUSE TOWER CONFLICTS NOR IMPEDE TOWER CLIMBING PEGS. STATUS ABBREVIATIONS RMV: TO BE REMOVED RUN: TO REMAIN REL: TO BE RELOCATED ADD: TO BE ADDED CABLE LENGTHS FOR JUMPERS JUNCTION BOX TO RRU: 15' PROPOSED AIR6449 B41 ANTENNA (1 PER SECTOR) (TYP. 3) PROPOSED 4415 B66A RRU (1 PER SECTOR) (TYP. 3) EXISTING 195' SELF SUPPORT TOWER PROPOSED APXVAALL24 43-U-NA20 ANTENNA (1 PER SECTOR) (TYP. 3) FINAL ANTENNA PLAN L SCALE: N.T.S. PROPOSED APX17DV,V-17D W V -S -E -A20 ANTENNA (1 PER SECTOR) (TYP. 3) 20POSED4449 71+B85/ 4424 B25 RRU PER SECTOR) (TYP. 3) NEW (3) SECTOR MOUNTS BY SITE PRO MODEL# VFA-IO-HD FINAL ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 MECH/ELEC CONSULTING GROUP, INC. ADDITIONAL TOWER SUITE 204, DALLAS, TX 75243 SECTOR RAD AZ POS ANTENNA BAND D -TILT STATUS MOUNTED EQUIPMENT STATUS AE PRELIM REVISION JN 03/11/21 AF PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 Al APX 17 D W V-17 D W V -S -E -A2 L2100 ATC SUGAR CITY ADD 4415 B66A ADD 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 0 ]5004 n or. VD' ALPHA 165' 300° A2 APXVAALL24 43-U-NA20 L700/L600/N600/L1900 & SCHEDULE ADD 4449 B71 +B8514424 B25 ADD 0 /G1900 A3 AIR6449 B41 L2500IN2500 ADD B1 APXI7DWV-107DWV-S-E-A2 L2100 - ADD 4415 B66A ADD BETA 165' 100° B2 APXVAALL24 43-U-NA20 1-700/1-600/ N600/1-1900 ADD 4449 B71+B85/4424 B25 ADD /G1900 B3 AIR6449 B41 L2500/N2500 ADD APXI7DWV-107DWV-S-E-A2 Cl L2100 ADD 4415 B66A ADD GAMMA 165' 200° C2 APXVAALL24 43-U-NA20 L700/L600/N600/L1900 ADD 4449 B71+B85/4424 B25 ADD /G1900 C3 AIR6449 B41 L2500/N2500 ADD EQUIPMENT SCHEDULES J FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY MODEL NUMBER STATUS COAX STATUS HYBRID STATUS (36) COAX JUMPERS ADD (3) 6X24 HCS 4AWG80M I ADD NOTE: ALL INSTALLATIONS SHOULD BE IN COMPLIANCE WITH ANSI/ASSE A10.48 AND ANY OTHER SAFETY STANDARDS. MOUNT COMPLIANCE LETTER IS BY OTHERS. NO EQUIPMENT TO BE INSTALLED ON TOWER WITHOUT APPROVAL OF A STRUCTURAL ENGINEER STRUCTURAL ANALYSIS BY ATC ENG# 13330346 C3 02 DATED 6/11/20. NO ANTENNA OR EQUIPMENT SHALL BE INSTALLED ON THE TOWER WITHOUT THE APPROVAL OF A STRUCTURAL ENGINEER. lk AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 AE PRELIM REVISION JN 03/11/21 AF PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 _ a ]5004 n or. VD' T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A ANTENNA INFORMATION & SCHEDULE SHEET NUMBER: REVISION: C-401 0 PROPOSED ANTENNA NEW SECTOR MOUNTS BY SITE PRO MODELI WA -10 -HD a PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL SCALE: NOT TO SCALE PROPOSED RRU MOUNT LOCATION (OPTION 2) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED RRU MOUNT LOCATION (OPTION 1) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) NEW SECTOR MOUNTS BY SITE PRO MODELl VFA-10-HD PROPOSED RRU MOUNT LOCATION (OPTION 3) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) 3 PROPOSED RRU MOUNTING DETAIL - TYPICAL SCALE: N.T.S. ATC IS ANALYZING THE ANTENNA MOUNT UNDER A SEPARATE PROJECT. CONSTRUCTION IS NOT TO PROCEED UNTIL THE MOUNT ANALYSIS IS COMPLETE AND INDICATES THE ADDITIONAL LOADING DOES NOT OVERSTRESS THE MOUNT ROPOSED ANTENNA NEW SECTOR MOUNTS BY SITE PRO MODEL# WA -10 -HD PROPOSED 2-3/8" O.D. X 96" LONG PROPOSED ANCHOR ANTENNA MOUNTING DETAIL - TYPICAL L SCALE: N.T.S. AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, INC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE /A PRELIM JN 11/10/20 U/PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 /D PRELIM REVISION JN 03/05/21 /E PRELIM REVISION JN 03/11/21 FF PRELIM REVISION JN 04/06/21 Z0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: ��. 06/22/21 ] 5004 f F - T • •Mobile DATE DRAWN: 11/09/20 ATC JOB NO: 13330346 G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-501 0 NOTE: STRUCTURAL ANALYSIS BY ATC ENG# MOUNT COMPLIANCE LETTER IS BY OTHERS. NO ALL INSTALLATIONS SHOULD BE IN 13330346_C3_02DATED 6/11/20.NOANTENNA EQUIPMENT TO BE INSTALLED ON TOWER COMPLIANCE WITH ANSI/ASSE A10.48 AND ANY OTHER SAFETY OR EQUIPMENT SHALL BE INSTALLED ON THE TOWER WITHOUT THE APPROVAL OFA WITHOUT APPROVAL OF A STRUCTURAL ENGINEER 142.81 STANDARDS. STRUCTURAL ENGINEER. FOR PREFERENCE ONLY PARTS LIST I II 11 LJ LJ I LJ ITEM I QTY I PART NO. PARTDESORIPTION LENGTH UNIT WT. NET WT. 1 2 X-VFAW SUPPORT ARM 71.41 142.81 2 1 X-HDCAMTBW CLAMP WELDMENT FOR BCAM-HD 33.66 33.86 3 1 X-MHTPHD MULTI-HOLETAPER PLATE WELDMENT 36.24 36.24 4 2 X-VFAPL4 VFA-HD PIVOT PLATE 12 in 15.86 31.77 5 2 X-LCBP4 BENT BACKING PLATE 13 in 19.00 38.01 6 1 X-HOCAMSS ANGLE ADJUSTMENT WELDMENT FOR BCAM-HD 16.39 15.39 7 4 X-SPTB SLIDING PIPE TIE BACK PLATE 5 112 in 5.87 23.49 8 1 X-HOCAMSP POSITIONING PLATE WELDMENT FOR BCAM-HD 2.58 2.58 9 4 X -TSCA TIE BACK CLIP ANGLE 2.01 8.02 10 6 SCX2 CROSSOVER PLATE 7 in 4.80 38.37 11 4 MCP CLAMP HALF 112"THICK, ll -&8" LONG 121116 in 3.59 14.37 12 8 OCP 112" THICK, 5-314" CNTER TO CENTER CLAMP HALF 8 118 in 2.36 18.90 13 2 P2126 2-318" X 126" (2" SCH. 40) GALVANIZED PIPE 126 in 40.75 81.50 14 2 P30126 2-718" O.D. X 126" SCH. 40 PIPE 126 in 64.63 129.25 15 4 A34212 314!'x 2-112" UNC HEX BOLT (A325) 2 112 in 0.48 1.92 16 4 G34FW 3!4" HOG USS FLATWASHER 0.06 0.24 17 4 G34LW 314"HDGLOCKWASHER 0.04 0.17 18 1 4 G34NU7 314" HOG HEAVY 2H HEX NUT 0.21 0.85 19 8 G58R-18 518" x 16" THREADED ROD (HDG.) 18 in 0.40 3.19 20 4 G58R-12 518" x 12" THREADED ROD (HDG.) 1.05 4.18 21 4 G58R-8 518" x 8" THREADED ROD (HDG.) 0.70 2.79 22 4 X-UB5300 518" X 3" X 5-114" X 2-112" U -BOLT (HDG.) 1.15 4.60 23 8 X-UB5258 518" X 2-518" X 4112" X 2" U -BOLT (HDG.) 1.00 8.00 24 2 G5807 518" x 7" HOG HEX BOLT GR5 FULL THREAD 7 in 0.70 1.41 25 1 G5806 518" x 6" HOG HEX BOLT GR5 FULL THREAD 6 in 0.62 0.62 26 8 G5604 518" x 4" HDG HEX BOLT GR5 0.44 3.55 27 4 G5802 618" x 2" HDG HEX BOLT GR5 0.27 1.08 28 8 ASS2114 518" x 2-114" HDG A325 HEX BOLT 2 114in 0.31 2.50 29 25 G88FW 518" HOG USS FLATWASHER 118 in 0.07 1.76 30 66 G58LW 518" HDG LOCKWASHER 0.03 1.72 31 71 G58NUT 518" HDG HEAVY 2H HEX NUT 0.13 9.22 32 32 X-UB1300 112"X 3"X 5" X 2" GALV U -BOLT 0.74 23.64 33 16 X-UB1212 112" X 2" X 3" X 1-114" U -BOLT (HDG.) 0.60 9.56 34 64 G12FW 112" HDG USS FLATWASHER 3132 in 0.03 2.18 35 64 G12LW 112" HDG LOCKWASHER 118 in 0.01 0.89 36 64 G12NUT 112" HDG HEAVY 2H HEX NUT 0.07 4.58 TOTAL WT. # 713.44 0 AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY TOLERANCE NOTES CARY, NC 27518 Locations: COA: C-3229 MkIftmoo ALLPRO CONSULTING GROUP, INC. DESCRIPTION SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 New York, NY W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 TOLERANCES DNDI11EN81dNS,UNLESS OTHER4YISENOTED ARE: 10' 6" HEAVY DUTY OD PRELIM REVISION JN 03/05/21 Enpineeling Athanha,GA DO FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY SAWED, SHEARED AND GAS CUT EOGESIII V -FRAME ASSEMBLY SITE ADDRESS: SupporiTeam: LnsAnpeles,OA Plymouth, IN SEAL: 06/22/21 a ]5004 DRILLED AND OAS CUT HOLES III -NO CONING OF HOLES LASER OUT EDGES AND HOLES ROYU NO CONING OF HOLES if �- ALL ER MACHINIIIDEGREE ALL OTHERIIACHININi3(tp,49p7 ALL OTHER ASSEMBLY (&A 080-) WITH TWO STIFF ARMS �valmont� 1-88&7637446 salm, oR Dallas, TQC ATC JOB NO: 13330346G5 D UPDATED BCAM VERSION 1 T4 BCAM VERSION 2 CEK 612912016 C UPDATED PIN LEG CONNECTION TO BCAM CONNECTION CEK 121l 412017 CPD NO. DRAWN BY CEK 1/2512017 ENG.APPROVAL PART NO. DWG. NO. V FA10-H D VFA10-HD 0 i OT m cn B CHANGED TIE -BACK BACK CONNECTION CEK 712812017 A CHANGED TIE -BACK FRONT CONNECTION CEK =12017 REV DESCRIPTION OF REVISIONS CPD BY DATE PROPRIETARY NOPE: THE DATAANDTEGHNNMEE CONTAINED INTHII OMYfNY ARE FIIOPNETARY INFORMTION DF YALHIM 1NLNOYTWONOCONS113ERE It ATPArLY aN�O ANYUSE OHONCLO{OREWITHONYTHE CGRIERROF CLASS 81 SLID 02 DRAWING NSAGE CUSTOMER CHECKEDHY BMC 1 217 412017 REVISION HISTORY 0 AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 MkIftmoo ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 �E PRELIM REVISION JN 03/11/21 �F PRELIM REVISION JN 04/06/21 DO FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 a ]5004 T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: S1 02446A CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-502 0 0 DETAIL C I 53ww GMNUT SPLICE G38'212 P4,''TS DIST DESCRIPTION 8" x 2" HM HEX 8C1T [mss eY" HDG L65 FLA -,LVAD -ER V811 HOG LMW/['Hf R 3" I -M HEAVY 21H I—U 1, LIT SPLICE FOR (3R IP STRUT x 2.10 HDG I -EX BOLT CTS NOTE: STRUCTURAL ANALYSIS BY ATC ENG# MOUNT COMPLIANCE LETTER IS BY OTHERS. NO 2xr , , 51.59 ALL INSTALLATIONS SHOULD BE IN 13330346 C3 02 DATED 6/11/20. NO ANTENNA EQUIPMENT TO BE INSTALLED ON TOWER O.D4 COMPLIANCE WITH ANSI/ASSE A10.48 OR EQUIPMENT SHALL BE INSTALLED ON THE WITHOUT APPROVAL OF A STRUCTURAL (1111 AND ANY OTHER SAFETY TOWER WITHOUT THE APPROVAL OFA ENGINEER _j�8 i, 0.53 STANDARDS. STRUCTURAL ENGINEER. u.2v FOR PREFERENCE ONLY A PRELIM UPDATE LOCATION JN 11/16/20 A PRELIM REVISION JN 11/24/20 DETAIL C I 53ww GMNUT SPLICE G38'212 P4,''TS DIST DESCRIPTION 8" x 2" HM HEX 8C1T [mss eY" HDG L65 FLA -,LVAD -ER V811 HOG LMW/['Hf R 3" I -M HEAVY 21H I—U 1, LIT SPLICE FOR (3R IP STRUT x 2.10 HDG I -EX BOLT CTS UNIVERSAL LADDER ATTACHMENT KIT P/N: CLK-U (SOLD SEPARATELY) USE AT LEAST 2 KITS PER 26' SECTION FITS APkL- z'TC V TO4-1Jz' RCiF^d7 NIENBERS TOLERANCE MOTEnFgr.BIPnnN ,w- _IW,- TIILERE N ANCES CN DI MENSICN S, UNLESS QTM UMBQTED ARE: new rorty. Nr 12 RUN s�o:��,:., A,.�ea r:a SAWED, SHEARED AND OAS CUT EDGES it C. 030-) CABLE LADDER pRQ EWYW�i 1��un. 1—A,Wke MDRILLED AND GAR CUT HOLES (3 0.030.1 -NO CONING OF HOLES 1-86&753-7448 FbMUth.IN LAS ER CUT EDGE AHD NOLES [t 51.410") -MQ CCNIHG 4F HOLES; Y#IOont*�IR 11aNaa. f x BE NOIASEt112DEOREE-ALLOTHIERM0.0HININO(i4.878 ) ALL OTHER ASSEN SLY (i OAS4") DRAWN BY nPD No. 1) ALwun Li.w r PAnr un. WCL12 � _ PROPRIETARYNOM CEK 1!1712012 CUSTOMER O� TrlCl�TA A1��EpffN4gLH0�11TA��P/lii#IXUMIIA3 /RC PiOPHRi►[e MP[IIW{TKM 9( FNE:.APVRf VAI C:HFCAIDRY DW - NCI. VALMUrlNmrmlEN,nOCONAgMeoOLrnxoeNECRET.urrUllEORDIACLOWNYArNeur BMC '1)17!2012 WCL12 MMA w er If"ONr N1RIR 6R#i# fT i1 YINIDW11 1. AMERICAN TOWER® LF'i3T,=1 LMT WT. NET WT. 2xr , , 51.59 103.17 3.97 23.81 O.D4 I.0', O.DI 0.14 (1111 (1.11 OAs `-r4 _j�8 i, 0.53 1 05 1.1, u.2v UNIVERSAL LADDER ATTACHMENT KIT P/N: CLK-U (SOLD SEPARATELY) USE AT LEAST 2 KITS PER 26' SECTION FITS APkL- z'TC V TO4-1Jz' RCiF^d7 NIENBERS TOLERANCE MOTEnFgr.BIPnnN ,w- _IW,- TIILERE N ANCES CN DI MENSICN S, UNLESS QTM UMBQTED ARE: new rorty. Nr 12 RUN s�o:��,:., A,.�ea r:a SAWED, SHEARED AND OAS CUT EDGES it C. 030-) CABLE LADDER pRQ EWYW�i 1��un. 1—A,Wke MDRILLED AND GAR CUT HOLES (3 0.030.1 -NO CONING OF HOLES 1-86&753-7448 FbMUth.IN LAS ER CUT EDGE AHD NOLES [t 51.410") -MQ CCNIHG 4F HOLES; Y#IOont*�IR 11aNaa. f x BE NOIASEt112DEOREE-ALLOTHIERM0.0HININO(i4.878 ) ALL OTHER ASSEN SLY (i OAS4") DRAWN BY nPD No. 1) ALwun Li.w r PAnr un. WCL12 � _ PROPRIETARYNOM CEK 1!1712012 CUSTOMER O� TrlCl�TA A1��EpffN4gLH0�11TA��P/lii#IXUMIIA3 /RC PiOPHRi►[e MP[IIW{TKM 9( FNE:.APVRf VAI C:HFCAIDRY DW - NCI. VALMUrlNmrmlEN,nOCONAgMeoOLrnxoeNECRET.urrUllEORDIACLOWNYArNeur BMC '1)17!2012 WCL12 MMA w er If"ONr N1RIR 6R#i# fT i1 YINIDW11 1. AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 A PRELIM UPDATE LOCATION JN 11/16/20 A PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 AE PRELIM REVISION JN 03/11/21 A PRELIM REVISION JN 04/06/21 AD FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL. 06/22/21 a ]5004 4 VD, r+Cr T • mMobilem DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-503 0 0 f` RADIO POLE MOUNTING ANTENNA BRACKET (TYP.) PROPOSED RADIO PROPOSED ANTENNA EX/STING MOUNT/NG - P/PE (TYP.) PROPOSED MOUNTING BRACKET SUPPLIED W/ ANTENNA (TYP.) EXIS77NG MOUNTING PIPE (TYP-) 0 RRU AND ANTENNA ATTACHMENT DETAIL SCALE: N.T.S. Breakout DC 4x6 fiber II pairs conductors (6 pais. Fiber pairs 170 6AWG), wf shrink terminated wl mm 0.8 m' 1 l7 m'` cap on tips Color f taDG plug_ m protected with 0.7 mA 0-8 m coded weatherproof t7m Gap Cable Assembly Length 86 mm diam_ L=250 mm. max 6TOWI u • = ,r "I Bulkhead fitting --* Optical fiber and DC conductor breakout ;Each subsequent pair in the bundle staggered in length to c fear p rear i o u s pair's connector Bottom Fiber Pigtail Lengths Bundle is 1000 mrni# Bundle 2: 1060 mm` Bundle 3: 1120 mm" Bundle 4: 1180 mrnA $2 m Calor Fiber pairs 2 m 4A�JV coded terminated Conductor protected LC plug, pairs (6j Protected wwith 4x6 fiber dust cap pair groups 6X24 HYBRID CABLE L SCALE: NOT TO SCALE 03 m (see table above for breakout lengthsibun dle) Dimensions B Enclosure B160 I it I 4 1 0 (� 6160 CABINET r SCALE: NOT TO SCALE RBS 6601 - Indoor Main Unit The RBS 6601 Main Unit is designed for indoor env! ranments, preferat}ly m-ounted in a 1Nrich rack. Cana DUW artwo DUG DUL can tea housed in one RSS 6641 Main Unit. Some of the k-ey dharacteriAcs of the RBS Wl Main Unit are. • Nwer distribution of -48 VDC to Digital Units • Climate system including buiRin fans and control part In additifln to the above R13S 11601 Main Unit also provides a limited number of built-in customer alarm connections as well as connection to an 2xtem2l Strpp-lrt Alarm Unit (*AU). Power distribution unit M -Transmission connectors GPS connector 0&M. and controI can nectors connectors RBS 6601 `� SCALE: NOT TO SCALE B160 CABINET L SCALE: NOT TO SCALE MANUFACTLARE EFXSSON MODEL No.: RAGS 4449 671 912 a1M84SaNs: A 15° TOTAL WElow. 6 a70 LBS (31.7 4) Q 00 00 MFR'S STANDMa MOUW MG @PACKETS WMW VIEW �. � I II II II III li � � II II II II III II ■ ■ �i ii ii ii iii i� 4 RRU 4449 SCALE: NOT TO SCALE Enclosure B160 Enclosure B160 Enclosure B160 'Convection Cooling AirCon + VRLA AirCon + Li -Ion + VRLA Capacity Environmental specification ,A, i 2014_ — VRLA 12V: 100Ah / 150AhJ 170Ah 1190Ah J 210Ah — Ingress protection: VRLA/Sodium IP44 — U -Ian: 24U 19" /23" Li -Ion IP55 caelssaeA — Sodium -Nickel: 3x FIAMM — Relative humidity. 15-100° Electrical specification Climate system Figure22 Dimensions of the Enclosure — DC Output:-4BVDCJ200A — Air Conditioner — Battery breakers: 2x 125/2p — Fan type: DC Table 1 Dimensions, Weight, and Color — Alarms: Door open, Climate failure, MCB Connection — Cooling capacity: 500W @1-3511-35 Mechanical specification — Convection cooling Dimensions — Weight: 134kg — Emergency fon Width (A) 65e mm — Dimensions: 63 x 26 x 26 in. (incl. Base fro me) Height (B) 1450 mm (without base Frame) — Bose frame height: 61n, 16ee mm (with base frame) — Material: Galvanized steel (180g/m2) Depth (C) 850 mm — Color: Powder paint NCS 2002-B Weight Enclosure:169 kg [including door and raaf, empty power — Door: Frontoccess rack, empty user space]. — Locking type: Pad lode / cylinder (� 6160 CABINET r SCALE: NOT TO SCALE RBS 6601 - Indoor Main Unit The RBS 6601 Main Unit is designed for indoor env! ranments, preferat}ly m-ounted in a 1Nrich rack. Cana DUW artwo DUG DUL can tea housed in one RSS 6641 Main Unit. Some of the k-ey dharacteriAcs of the RBS Wl Main Unit are. • Nwer distribution of -48 VDC to Digital Units • Climate system including buiRin fans and control part In additifln to the above R13S 11601 Main Unit also provides a limited number of built-in customer alarm connections as well as connection to an 2xtem2l Strpp-lrt Alarm Unit (*AU). Power distribution unit M -Transmission connectors GPS connector 0&M. and controI can nectors connectors RBS 6601 `� SCALE: NOT TO SCALE B160 CABINET L SCALE: NOT TO SCALE MANUFACTLARE EFXSSON MODEL No.: RAGS 4449 671 912 a1M84SaNs: A 15° TOTAL WElow. 6 a70 LBS (31.7 4) Q 00 00 MFR'S STANDMa MOUW MG @PACKETS WMW VIEW �. � I II II II III li � � II II II II III II ■ ■ �i ii ii ii iii i� 4 RRU 4449 SCALE: NOT TO SCALE Product Data ■ ■ 1 Clptimizer8i Side -by -Side Dual Polarized Antenna, 1710-2200, 65deg, 19dBi, 1.9m, VET, 0-10deg RET A comhnab on of two X -Polarized antennas in a single radome, this pair of variable tilt antennas provides exceptional suppression of all upper Sidelobes at all downtiIt angles. It also features null fill and a wide downtilt range with optional remote tilt. This antenna is optimized for performance across the entire frequency band (1710-2206 MHz). The antenna comes pre -connected two antenna control units {ACU}. -Variable electrical downtilt • provides enhanced precision in controlling intercell interference. The tilt is infield adjustable 0-10 deg. -High Suppression of all Upper Sidelobes (Typically 4-20dB). -Gain difference between UL and DL <1dB. -Two x -Polarised panels in a single radome. -Azimuth horizontal beamwidth difference a6deg between UIL and DL (1710-1766 & 2110- 2166). -Low profile for low visual impact. -Dual polarization; Broadband design. -Includes (2) AISG 2.0 Compatible ACU -A20 -N antenna control units APX1 7DWV-1 7DWVS-E-A20 SCALE: NOT TO SCALE PRODUCT DESCRIPTION Frequency Range LTE TDD B41: 2496 — 2690 MHz 325/ B66A Instantaneous BW DL 194 MHz Antenna Ports 64T6411 Technology NR, LTEand NR+LTE MSMM Antenna Elements 192 Output RF Power 300 W (=64 TRX x 4.6875W) Data Ports 4 x 25Gb/s CPRI 5G NR Support YES DC Feed -48V DC power connector Cooling Passive cooling (vs. active cooling on Al R32 D3) Dimensions (H x W x D) 33.1" x 20.6" x 8.6" inches (=841 x 524x 217 mm) Weight 104 lbs (=47 kg) Electrical downtilt -3 to 11 degrees Horizontal beamvAdth +1- 65 degrees HWISW Availability July 2020 Material SAP # 34105 —AIR 6449 B41 AIR6449 B41 3 SCALE: NOT TO SCALE PRODUCT DATASHEET APXVAAR R24-43-U-NA20 RADIO FREQUENCY SYSTEMS I- h t C; I e C h o i c e "' FEATURES BENEFITS S — • S S •q _ This antenna provides a 8 Port multi band flexible platform for advanced use for flexible use in 11 - deployment scenarios for encompassing 60OMHx, 70OMHz, AWS & PCS applications. +! SI S 24 Inch Width For Easier Zoning �G, Field Replaceable [Integrated] AISG RET platform for reduced environmental exposure and long lasting quality QSuperior elevation pattern performance across the entire electrical down tilt range QIncludes three AISG RET motors - Includes 0.5m AISG jumper for optional daisy chain of two high band RET motors for one single AISG point of high band tilt control. Low band arrays driven by a single RET motor 2 APXVAARR24 43-U-NA20 SCALE: NOT TO SCALE PRODUCT DESCRIPTION Spectrum Bands 325/ B66A ." r ." "_ • , +f Technology GSM, WCDMA and LTE on B25 WCMDA and LTE on B66A 5G NR Support YES Max Output Power 440b'W Instantaneous BW B25: 40 MHz if L+W/G MSMM or 60 MHz if LTE only B66A: 70 MHz RF Connector 4.3-10 Data Ports 2 x 10.1Gb/s CPRI DC Feed -48 V DC power connector Fuse Rating 20A Max Power Consumption 660W Dimensions (H x W x D) 14.9" x 13.2" x 5.4" Weight 46.3 lb WARRANTY: 2 Years SPARES: 2% of install base. Additional units can be requested as per need. Material SAP # Material Description 33623 Radio 4415 B2 33624 Radio 4415 B66A 4415 B2 / 4415 B66A Y SCALE: NOT TO SCALE it Power Protection Cabinet The Power Protection Cabinet (PPC) is designed to house AC power i. distribution. It is externally mounted to a pole, wall, or h -frame. Cabinet Features ■ Polyester powder coated aluminum; RAL7035 grey ■ Weight: 73 lbs. ■ Front door with three point latching system .41 ■ 24 position load center ■ Surge protection with alarm ■ Camlock-style color -ceded connectors, single pole ■ Ground bars • Suitable for use as service equipment r 200A main & generator inputs; 2401120VAC single phase ■ 20A duplex GFCI protected receptacle with weather-proof in-service cover ■ Designed to operate in -40°C to +7500 ambient temperature Standards Description ■ Certified to NFPA 70 (NEC) • Certified to UL 67 standard ■ Certified to UL 508A standard FRONT VIEW SYSTEMS LEFT VIEW 1 204401 2000004422 Power Protection Cabinet REAR VIEW 16125 East Euclid Avenue ■ Spokane. Washington 99216 509.755.4341 ■ www.purcellsystems.com TOP VIEW G, 2017 Purcell 5ystems, Inc. All Rights Reserved. All trademarks and logos are the property of Purcell5ystems, Inc. Due to continual product enhancements, specifications may change withmt notice. Proprietary and Confidential. For Sprint Corp. internal use only. Not intended to he distributed to any third party. FOR PREFERENCE ONLY Automatic Transfer Switches ra E E RAC 100-400 Amps, Single Phase GENERAC Automatic Sma rtTransferSwitches Functions Non -Service rated Automatic All€imirlgancl aemingfuncticnscriginate inthe gene-atarccntroller Utilityvoltage e drpp Q ut•.. ........... ........... ... .................._-............................................................ <6 Smart Transfer Switches Timer togeneatorstart ..... ... ............................................... .......... ...................... ....10see and factory set, adluitnblebehm6en21SCG iecondsbyaqualified dealer* Enjne warm up delay .................... ........................... ..,.....___ .............. .. ,,................................................................, ...... .,.......................... 5 second= Standby voltage sensor................................................................................................... 65% for 5 seconds Utilityvoltage pidcup...............................................•.,............,................................ ...........,.... .......>80% Re -transfer time delay.......................................................................................................................................................................-..................................... 15 secu'ds �} ry �y y _ jim? Cool -down timer .-----_------------- - ------------ -- --------------� -..............----- .......-----------------.-.......--------__ ..-.. ---------- 60 se c> 100 `t�lJ Amps, Single Phase Emdser ............................................................................................................................................5 or 12 minutes adjustable weekly/f{i-weckly/Mortnry_:: The transfer switch can be operated manually without power applied *Whtnusudinconjuncticnwithunit60tiiizngEvolu['ion—ccanfrols R"AdjustableviatheccntrollIr Specifications CCyL us - LISTS °CUl.cn;yapp ;ics,onrn-smr ke rated swi tch es Model RXSC200A3 W, Am ps 200 HdSR f111jrn+1) Voltage 120/240, Ila Service rated (RXM Generac Automatic Transfer Switches are housed in an aluminum NEMA/UL Type 3Renclosure*,with Load Trmston OpenTransiticn W6 12-5/317-5 EnclosureType NEMAM3R switches are covered by a 5 year I united warranty. UL Rating UIXUL REGISTRATION NO. 8242 Wihstand Rating Ut/CUL DPM Technology Lug Range 250MCM-#6 Description Dimensions Generac Automatic Transfer Switches are designed for use with single phase generators that utilize an Evolution' or Nexus' Controller. The 100, 200, and 400 amp open transition switches are available in single phase in both service equipment rated and non -service equipment rated configurations. The 150 and 300 amp open transition switches are Only avail ableina service rated equipment configuration. M€xdel USc200M W, Flt 17.241437.9 Standard Features HdSR f111jrn+1) PHONE: (919) 468-0112 H2 20f5O6 Service rated (RXM Generac Automatic Transfer Switches are housed in an aluminum NEMA/UL Type 3Renclosure*,with electrostatically appl ied and baked powder paint. The Heavy Duty Generac Contactor is UL recognized device, designed for W6 12-5/317-5 ears of service. The controller at the generator handles all the timing, sensing, exercising functions, and transfer commands. All � � �� �, g Width pn.lrnils) switches are covered by a 5 year I united warranty. vin 14.070.9 Non -service rated (RX5C)switches are housedina steel enclosure. REGISTRATION NO. 8242 ACGI# 20-3980 Depth (inJmm) 7-091180-1 DPM Technology © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 Weigh[ tlYbs,Adlgs) 2019.07 Through the use of digital power tech nolo gy QPM],these switches have the capability to manage up too individual HVAC (24 VAC AF PRELIM REVISION JN 04/06/21 controlled) Ioad s with no additional hardware. When used intandem with Smart Management Mod ules, up to 8 more loads can be ATC SITE NUMBER: managed as well, providingthe most instal I ation effi cient powe r management options available. ATC SITE NAME: GENERAL ATS SCALE: NOT TO SCALE lk AMERICAN TOWER® W, j I SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 lk AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 0 PRELIM REVISION JN 03/05/21 AE PRELIM REVISION JN 03/11/21 AF PRELIM REVISION JN 04/06/21 0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL 06/22/21 ]5004 "4 or. VD� fl"rf �1r�� T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346_G5 CUSTOMER ID: ATC SUGAR CIN CUSTOMER #: SL02446A ATS SPECIFICATIONS SHEET NUMBER: REVISION: R-605 0 FOR PREFERENCE ONLY CONTRACTOR SHALL PROVIDE AND INSTALL ALL GPS COMPONENTS. #2 AWG GROUNDING JUMPER STANDARD U -BOLT #3/8"-16 X 3" LG FOR 3-1/2" DIA. PIPE (TYP OF 2) L4PNM-RC CONNECTOR GROUNDING KIT #6 AWG GROUNDING JUMPER CADWELD TO GROUND BAR 1/2" LDF4-50A 12" MIN. BENDING RADIUS TO GROUND BAR 1/2" COAX CONNECTORS GPS ANTENNA SET SCREW 1-1/4" GALVANIZED CONDUIT ICE BRIDGE POST TO RADIO F M �� EQUIPMENT E7 N -MALE CONNECTOR GPS SURGE ARRESTOR GPS ANTENNA 1 SCALE: N.T.S. (N) 24" WIDE ICE BRIDGE KIT W/ IbUML I NIU VILW CE BRIDGE SUPPORT 3RACKET 3-1/2" DIA. STEEL POST SPACED 6' MAX. IF THIGH POSTS ARE USED tF��3-1/2" DIA. STEEL POST . . I-- SPACED 8'-0" O.C. MAX SECTION DETAIL NOTES: 12" DIA. CONCRETE ICE BRIDGE FOUNDATION 1. WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAIL, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 8'-0" 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 3. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE END OF THE ICE BRIDGE, WITH A MAXIMUM CANTILEVER OF 2' FROM THE SUPPORT AT THE END. NOTE: ALL MOUNTING HARDWARE IS INCLUDED IN ICE BRIDGE KIT. CONTRACTOR TO VERIFY Z 0 O xa a 2 Ld O J I = O N O of FRONT VIEW #2 AWG SOLID JUMPER (CADWELD) ICE BRIDGE SUPPORT BRACKET (N) 24" WIDE ICE BRIDGE KIT W/ Z -BRACKET TRAPEZE. SITE PRO# IB24D-Z (N) HYBRID W/ SNAP IN CABLE HANGERS 3-1/2" DIA. STEEL POST SPACED 8'-0" O.C. MAX #2 AWG, CADWELD TO GROUND RING (TYP.) 4. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE MANUFACTURER'S APPROVAL. 5. CUT BRIDGE CHANNEL SECTIONS SHOULD HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THE CUT EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, FINISH. L 4 ICE BRIDGE DETAIL SCALE: N.T.S. lk AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 A PRELIM UPDATE LOCATION JN 11/16/20 A PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 AE PRELIM REVISION JN 03/11/21 AF PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 ]5004 n or. VID dl T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A SUPPLEMENTAL SHEET NUMBER: REVISION: R-606 0 *UtTI W mopma in K Pam FmdlD fmque" _moi I oft ohm � 1 o FCC nxhm fw lh� rwr" *mom Ober 0 don NMI" &*qm&Atvanwhdoodam. ddl. i.�n.q fiisi.i�. r 1.� • a.a • f<w� • ombwfllho YaiWl r�-akw # TM 142851 Maw rd th Io "lr-1; 114dlo 1m quc-Txy I iolcm at lit ®ite excmd FCC ruftm for human !F] pmuradl. h■turs In esb w at pImatEd amm W.0 ah* {IdcWfl fpf owkwq it.ro de ld.l "mamJi ri kms* rmmmw i�ll.l I I k, .a a TMO145 1 .N DTIC E I.k GUI RELINES FOR. WORK] NG IN RAO 10FREQ UENCY ENVIRONMENTS Jk Af r.arar►rmJ AE-W!lPima aI1.- rTA: slIr oraarm JEWCI,wwwo lam■ Lmimin ALOd "til6l'fYf' #44WjNWA[jltaa Ml: -1 ?1111st hla aellr �ti a+sL moi' 41 p mmM lour. ik tlp-etvt wwldny °-,n arttartnu■, ncla1) ztonoll 11nd o a=1 r wi rr4p.riadme tarormivcmI& AL Clu m ut st---p 1 is Frark ut w Iwr = c & Us powa+otW n mapill "r wht* w65P bin p rmw MImna1. rEm-n of .3 p -i f m al . M ii Lit -a"m& bmsib allmf lrr4l mliamm It *qLA pemm 4.7 ern. {� �r a.�Fll�■ t? FOR PREFERENCE ONLY r. .647k ws, i I I 1� 11-Bf, 6 0 thk pakd ffffmW excAmiod I (jeftral pubb'llkMl un *m& Ober *1111 POW" owro " *ft 0~1111000 w 10 wwwommoft ki ppm-mr m%. 0 SM i N orp fprp—pk- -. - a4+rLAd aY ar tfllif T 01428621 SIN LIVA lv± I Is T m •Mobiles &lj1lj1jrAlFlwo 1-877-611-5868 IIIIII&MON92"Lam - 11 MLlML t 0 NaTM0299382-MXL L7 Ak AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE 0 PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 PRELIM REVISION JN 03/11/21 �F PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL 06/22/21 15004 OF tD` f Gods T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A WARNING SIGN SHEET NUMBER: REVISION: R-607 0 0 FOR PREFERENCE ONLY USE THIS SECTION UNDER PAVEMENT VEHICLE TRAFFIC AREA 2 O ro USE THIS SECTION OR UNDER GRASS OR LAWN AREA RESTORE SURFACE TO ORIGINAL CONDITION PRIOR TO WORK 6" WIDE WARNING TAPE 10" ABOVE CONDUIT AT RETURN ORIGINAL MATERIAL TRENCH, COMPACT AS NECESSARY TO PREVENT SERIOUS SETTLEMENT GRADE 9 GRAVEL COMPACTED TO 95% STANDARD PROCTOR SAND TO SEE UTILITY AND SITE PLANS FOR NEW ELECTRICAL AND TELEPHONE SERVICES. PROVIDE APPROVED PULL BOXES AS REQUIRED AND COORDINATE INSTALLATION WITH ALL UTILITY COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH MULE TAPE (TYP) BURIED CONDUIT DETAILS SCALE: NOT TO SCALE -'OA �, UTDFX-)�- GFC �/--S°Iv'j IT'H I,I `w1r . NOTE: AMERICAN TOWER® ATC TOWER SERVICES, LLC REPLACE THE STANDARD SWITCH SUITE 100 MANUFA.riURER: WI: "'E 7 ELE:7'I SUPPLIED WITH THE EMGLOSURE WITH COA: C-3229 r T .AIM INTERIAATIC 20A, SPST, SPRING CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY E I. 'LE`.T WOUND TIMER SWITCH WITH A RANGE FAX: 866-364-6375 VC—FEL i. FROM O TO 2 HOUI;S (IN1=1tATIC PARTE'. REV. DESCRIPTION BY DATE I N5: "K7' NCI. 72H) OR rOUIVALEM7. THE 0 PRELIM REVISION JN 03/05/21 EI HT 4.5 LBS SWITCH SHALL NOT HAVE A HOLD ATC SITE NUMBER: _ 20 FEATLsRE TO OVERIDE THE TIMER. T -MOBILE SITE NAME: LT 12C GFCI W/TIMER DETAIL SCALE: NOT TO SCALE AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE 0 PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 0 PRELIM REVISION JN 03/05/21 0 PRELIM REVISION JN 03/11/21 0 PRELIM REVISION JN 04/06/21 0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL 06/22/21 ]5004 T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A SUPPLEMENTAL DETAILS SHEET NUMBER: REVISION: R-608 0 9' 13' 8j. #4 @ 12 OC EACH WAY, CENTER IN SLAB THICKENED CRUSHED SLAB EDGE (2) #5 CONT ROCK CONC. PAD DETAILS SCALE: NOT TO SCALE 10'x13' CONCRETE EQUIPMENT PAD SLAB ON GRADE UTILITY STUB -UP (SEE PLAN) /'_ (SEE PLAN) 4" MINIMUM GRADE DEPTH PER: :...'. FROSTUNE REINFORCED CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IS ACCORDANCE WITH THE ACI SPECOFOCATIONS FOR THE DESIGN AND CONSTRUCTIONS OF CAST -IN-PLACE CONCRETE, AND WHERE CODES CONFLICT THE MORE STRINGENT NATIONAL OR LOCAL CODE SHALL GOVERN 2. SITECAST CONCRETE FOR SLABS AND POST FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE TESTING IS NOT REQUIRED FOR SLABS AND POST FOOTINGS UNLESS NOTED OTHERWISE. SLUMP -4" MIN / 6" MAX CLASS OF CONCRETE CLASS 28 DAY STIR. MAXWATER/CEMENT RATIO PLACEMENT LOCATION NOTES TYPE 1 3000 PSI 0.55 SLABS & POST FOOTINGS NORMAL WEIGHT TYPE 111` 5000 PSI 0.45 SLABS & POST FOOTINGS HIGH EARLY STS. `IF REQUIRED BY THE CONSTRUCTION SCHEDULE THE CONTRACTOR MAY SUBSTITUTE TYPE 111 HIGH EARLY STRENGTH CONCRETE WITH THE APPROVAL OF THE CONSTRUCTION MANAGER. 3. REINFORCED STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFOREMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS OTHERWISE NOTED. SPLICES FOR REBAR SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. LAPS FOR WELDED WIRE FABRIC SHALL BE AT LEAST 8INCHES, LINO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS CONCRETE CAST AGAINST EARTH...................................................................3" CONCRETE EXPOSED TO EARTH OR WATER #6 AND LARGER..................................................................................2" #5 AND SMALLER & wwF....................................................................1-1/2" 5. MAXIMUM COURSE AGGREGATE SIZE SHALL BE }" 6. INSTILLATION OF CONCRETE ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO THE ANCHOR MANUFACTURER'S SPECIFICATIONS FOR MATERIAL STRENGTH, EMBEDMENT DEPTH, SPACING, AND EDGE DISTANCE OR AS DETAILED ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL. WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSETIREDHEAD, HILTI, OR APPROVED EQUAL. IF THE MANUFACTURER'S SPECIFICATIONS AND DETAILS ARE FOUND TO CONFLICT WITH THAT SHOWN HEREIN, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 7. THE CONTRACTOR SHALL VERIFY FROST LINE AND FOOTING DEPTH REQUIREMENTSWITH THE JURISDICTION HAVING AUTHORITY PRIOR TO CONSTUCTION AND CONSULT THE ENGINEER ACCORDINGLY. 8. THE CONTRACTOR SHALL VERIFY ALL ELECTRICAL CONDUIT SIZES AND PENETRATION LOCATIONS PRIOR TO POURING THE SLAB 9. SOIL SHALL HAVE MINIMUM 1000 PSF ALLOWABLE BEARING CAPACITY NOTE: DETAIL IS FOR REFERENCE ONLY. CONCRETE PAD DESIGN IS BY OTHERS NOTE: NO GEOTECHNICAL REPORT WAS MADE AVAILABLE TO ALLPRO CONSULTING GROUP, INC (ACGI) AT THE TIME OF PREPARATION OF THIS REPORT. IT IS ASSUMED THAT ALLOWABLE BEARING CAPACITY OF SOIL IS MORE THAN 1,000psf. NOTIFY ACGI IF THE ACTUAL BEARING CAPACITY IS LESS THAN ASSUMED VALUE. lk AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 MkIftmoo ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE 0 PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 �E PRELIM REVISION JN 03/11/21 �F PRELIM REVISION JN 04/06/21 DO FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 a ]5004 n TIE [ V ID, i T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: 1 SL02446A CONIC. PAD DETAILS SHEET NUMBER: REVISION: R-609 0 NOTE PROPOSED BURIED OR OVERHEAD UTIUTIES MUST BE CONTAINED WTHIN A DEDICATED UTILITY EASEMENT. ALL EXISTING AND NEW UTILITY EASEMENTS MUST BE WRIFIED PRICR TO CONSTRUCTION. NO DIGGING OR TRENCHING SHALL BE ALLOWED WTHOUT PRIOR VERIFICATION OF EXISTING BURIED UTIUTIES. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES NOTE G.C. TO CALL 811 BEFORE ANY DIGGING BEGINS mi (E) SHELTER BY OTHERS NEW 2"0 CONDUIT FOR ALARM CIRCUIT FROM NEW 6160 TO B160 IN THE NEW MODULES NEW 2"0 CONDUIT FOR T1, EfHERNEF, AND ALARMS FROM NEW 6160 TO NEW 8160 I NEW 2"0 CONDUIT FOR POWER FROM NEW 6160 TO B160 NEW (3) 6X12 HCS 4AWG 80M —/ NEW 5;10, 6160 'p, — NEW TELCO BOARD NEW ATC NEW PPC NEW 2"0 PVC CONDUIT FOR POWER FROM NEW PPC TO NEW 6160 (9'±) NEW 2"0 PVC CONDUIT FOR FIBER FROM NEW PPC TO NEW 6160 (9'±) NEW 3"0 PVC CONDUIT FOR POWER FROM NEW METER (E) COMMUNITY H -FRAME TO NEW PPC (147'±) — d d d 77d d d-1 —� 62'-9" -- m (E) HOFFMAN BOX I Tn / (E) COMMUNITY H—FRAME WITH METERS AND FIBER BOX (E) NEW T -MOBILE TRANSFORMER 200A METER ADDED TO EXISTING GANG BLOCK IN EMPTY SPOT I AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 0 PRELIM REVISION JN 03/05/21 PRELIM REVISION JN 03/11/21 �F PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 _ a ]5004 " VD, FO T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A POWER / TELCO SITE PLAN SHEET NUMBER: REVISION: R-610 0 16'-9" 3'-0" V-5, 10" 4'-0" NEW T -MOBILE SHELTER BY ENVIRO BUILDINGS (LOOKING WEST WITH WALL REMOVED) NEW TELCO BOARD O I I M ell��rr� POWER PROTECTION CABINET LAYOUT SCALE: NOT TO SCALE A& AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 �E PRELIM REVISION JN 03/11/21 PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 a ]5004 n fl"�f OF -0 T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER#: SL02446A POWER PROTECTION CABINET LAYOUT SHEET NUMBER: REVISION: R-611 0 -11 wwllo STITCH WALL MOUNTED ELECTRICAL LIGHTING LAYOUT SCALE: NOT TO SCALE AD NEW (3) DUPLE)( RECEPTACLES WALL MOUNTED FROM POWER POLE 1120/24OV, 1 ph, 3W 3#3/o -2"c ELECTRIC SERVICE NEW ELECTRIC METER & DISCONNECT NOTE: CONTRACTOR SHALL INSTALL NEW 200 A/2P 200 AMP BREAKER AND METER MAIN SERVICE DISCONNECT 22 KA AIC 3#3/0, 1#2G -2"C (THWN-CU) 120/240 VAC PPC 200 AMP / MAIN 60A/1P 6OA/2P 20A/1P 15A/1P 2#12, 1#12G -3/4"C GFI REC. 2#12, 1#12G -3/4"C TO LIGHT 3#6, 1#6G -2"C TO SSC lo TO HVAC 3#6, 13 1#6G -2"C -2"C BOND NEUTRAL & GROUND BUS IN MAIN SERVICE DISCONNECT ELECTRIC LOAD SUMMARY AREA OF SPACE (130) SF SERVICE VOLTAGE 120/240 V 10 2 ELECTRICAL ONE LINE SCALE: NOT TO SCALE CONNECTED KVA LOAD AMPS DEMAND FACTOR DEMAND KVA LOAD AMPS LIGHTING 175W HPS 0.57 2.38 1.0 0.57 2.38 RECEPTACLES 3 1.06 4.42 1.0 1.06 4.42 SITE SUPPORT CABINET 9.0 37.6 1.0 9.0 37.6 TELCO PANEL 0.12 1.0 1.0 0.12 1.0 HVAC#1 4.90 9.6 1.0 4.90 9.6 HVAC#2 4.90 9.6 1.0 4.90 9.6 DEMAND LOAD f C;� T • mMobilem 20.55 64.6 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A ELECTRICAL LIGHTING LAYOUT SHEET NUMBER: REVISION: R-612 0 TOTAL LOAD 64.6 TOTAL SERVICE CAP. 200 2 ELECTRICAL ONE LINE SCALE: NOT TO SCALE AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX 866-364-8375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE PRELIM JN 11/10/20 /A\ U PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 PRELIM REVISION JN 03/05/21 PRELIM REVISION JN 03/11/21 PRELIM REVISION JN 04/06/21 /0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: 06/22/21 a ]5004 rro �'D f C;� T • mMobilem DATE DRAWN: 11/09/20 ATC JOB NO: 13330346_G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A ELECTRICAL LIGHTING LAYOUT SHEET NUMBER: REVISION: R-612 0 CAD WELD CONNECTIONS NO. DESCRIPTION MOLD NO. WELD NO. 1 2 SOLID TO #2 SOLID PTC-1T1T 65 2 2 SOLID TO GROUND ROD GTC-161T 1 90 3 2 SOLID TO FENCE POST VBC BURNDY CONNECTIONS NO. DESCRIPTION PART NO. 4 #6 GREEN STRANDED 2—HOLE COMPRESSION LUG 5 #2 SOLID TO POST KC 6 BRAIDED STRAP BOLTED TO GATE POSTS TD18G92 * CHECK WITH PROJECT MANAGER FOR CONNECTION TYPE IF TABS ARE NOT PRESENT ON MONOPOLE OR TOWER. (E) GROUND RING CHAIN LINK FENCE lk LEGEND A CADWELD CONNECTION SUITE 100 8' x 5/8" COPPER CLAD PHONE: (919) 468-0112 GROUND ROD (8' MAX SEPARATION, EQUALLY SPACED) ® TEST WELL & GROUND ROD ■ BURNDY CONNECTION PHONE: 972-231-8893 #2 AWG TINNED SOLID BARE CU W W W.ALLPROCGI.COM (GROUND RINGS SHALL ACGI# 20-3980 BE 2'-6" BELOW GRADE) (E) GROUND RING CHAIN LINK FENCE lk AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 AE PRELIM REVISION JN 03/11/21 l PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL 06/22/21 a ]5004 T • mMobile• DATE DRAWN: 11/09/20 ATC JOB NO: 13330346G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A GROUNDING PLAN SHEET NUMBER: REVISION: R-613 0 10' 10' 10' 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 L ----I (B) F_ 7 I I L__jL_ C) • • 9221 LYNDON B JOHNSON FWY �r PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 4' DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 PRELIM REVISION JN 03/11/21 PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: LEFT ELEVATI❑N 4` RIGHT ELEVATI❑N J. 13' FOR REFERENCE ONLY (A) 4'0' x 7'0° Door and frame assembly, 24 gauge, Includes: threshold, weather seal, stainless steel hinges. Bronze, Swing A, Blocked and Drilled For Deadioolt, Passage lever/lever, Door deadbolt, Master Lock Combination Lock. -Lock box, surface mount, 5 keys. Master Lock 5401D (B) Bard Air Conditioner - 3 ton cooling - 5 kw heat - 230/208/l/60 electrics - supply & return grills - high & Low pressure control - compressor anti -cycle delay - Low ambient control - alarm relay - panel reinforcement - supply & return panel cut-outs - installation hardware - drip cap - Bard electronic 2 uint Lead/Lag Controller (4121) (C) Waveguide entry port 12 hole 4' QU0`I'E I)HA WING Sign below when approved x A FACSIMILE OF THE SIGNED ORIGINAL OF THIS DRAWING SHALL HAVE THE SAME FORCE AND EFFECT CONFIDENTIAL AS THE ORIGINAL AND SHALL, UPON RECEIPT BY ENVERO BUILDINGS INC, BE BINDING ON BOTH PARTIES, PROPRIETARY BUILDING SIDE: 13'-0„ X 10'-0" X 8'-10" 10' ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 L ----I (B) F_ 7 I I L__jL_ L__j (B) F_ -1 I I _j 9221 LYNDON B JOHNSON FWY �r PHONE: 972-231-8893 RIGHT ELEVATI❑N J. 13' FOR REFERENCE ONLY (A) 4'0' x 7'0° Door and frame assembly, 24 gauge, Includes: threshold, weather seal, stainless steel hinges. Bronze, Swing A, Blocked and Drilled For Deadioolt, Passage lever/lever, Door deadbolt, Master Lock Combination Lock. -Lock box, surface mount, 5 keys. Master Lock 5401D (B) Bard Air Conditioner - 3 ton cooling - 5 kw heat - 230/208/l/60 electrics - supply & return grills - high & Low pressure control - compressor anti -cycle delay - Low ambient control - alarm relay - panel reinforcement - supply & return panel cut-outs - installation hardware - drip cap - Bard electronic 2 uint Lead/Lag Controller (4121) (C) Waveguide entry port 12 hole 4' QU0`I'E I)HA WING Sign below when approved x A FACSIMILE OF THE SIGNED ORIGINAL OF THIS DRAWING SHALL HAVE THE SAME FORCE AND EFFECT CONFIDENTIAL AS THE ORIGINAL AND SHALL, UPON RECEIPT BY ENVERO BUILDINGS INC, BE BINDING ON BOTH PARTIES, PROPRIETARY BUILDING SIDE: 13'-0„ X 10'-0" X 8'-10" 0 AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: C-3229 LLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FWY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-8893 FAX: 866-364-6375 W W W.ALLPROCGI.COM REGISTRATION NO. 8242 ACGI# 20-3980 REV. DESCRIPTION BY DATE DA PRELIM JN 11/10/20 © PRELIM UPDATE LOCATION JN 11/16/20 © PRELIM REVISION JN 11/24/20 OD PRELIM REVISION JN 03/05/21 PRELIM REVISION JN 03/11/21 PRELIM REVISION JN 04/06/21 A0 FINAL REVISION AM 06/22/21 ATC SITE NUMBER: 414903 ATC SITE NAME: ATC SUGAR CITY T -MOBILE SITE NAME: ATC SUGAR CITY SITE ADDRESS: 1802 NORTH 7TH EAST SUGAR CITY, ID 83440 SEAL: ��. 06/22/21 ]5004 f G!F_ T • •Mobile DATE DRAWN: 11/09/20 ATC JOB NO: 13330346 G5 CUSTOMER ID: ATC SUGAR CITY CUSTOMER #: SL02446A SHELTER DETAILS SHEET NUMBER: REVISION: R-614 0 0