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HomeMy WebLinkAbout024-741-29-4301-LUP-2024-5577� I lam': I. vow, Little Ro . unjq rem VICINITY MAP AMEMCAN TOWER® ATC SITE NAME: ROUND LAKE WI ATC SITE NUMBER: 211543 T-MOBILE SITE NAME: Al N0963A T-MOBILE SITE NUMBER: Al N0963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SITE CLASS: GUYED T-MOBILE ANCHOR AMENDMENT PLAN 56790EZ-SR_T CONFIGURATION COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION ALL WORK SHALL BE PERFORMED AND MATERIALS SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED SHEET NO: INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: 11556W ROAD G-001 OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL HAYWARD, W Wi 54843 TOWER WORK: GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO , COUNTY: SAWYER REMOVE (6) ANTENNAS (5) RRU(S), (1) OVP, AND (6) 1.60" HYBRID, G-002 THESE CODES. AND (1) NSN HIGH CAP HCS CABLE(S) GEOGRAPHIC COORDINATES: INSTALL MOUNT MODIFICATIONS, (6) ANTENNAS, (6) RRU(S), AMD 20`15(2) IBC LATITUDE: PENDANT CONNECT(S) G-101 NATIONAL ELECTRICAL CODE (NFPA 70, NEC 2017 W/ AMND) NATIONAL 4.532"48102 TO REMAIN (1) 1.8" HCS 2.0 TRUNK-12#4AWG 24 SMFIBER PR 45° 59' 54.532" N C-102 2015 WISCONSIN MECHANICAL CODE (IMC 2015 W/ AMND) LONGITUDE:-91.27044478 CABLE(S) GROUND WORK: 2018 WISCONSIN UNIFORM PLUMBING CODE (UPC) 91° 16' 13.601" W REMOVE (1) GENERIC CABINET AND (1) RAC C 201 2015 WISCONSIN ENERGY CONSERVATION CODE (IECC 2015W1 GROUND ELEVATION: 1427' AMSL INSTALL (1) DELTA HPL3 600A SITE SUPPORT CABINET, (1) DELTA AMND) 2015 WISCONSIN FIRE CODE (IFC 2015 W/ AMND) LB3 BATTERY CABINET, (1) HCS 2.0 TOWER JUNCTION BOX, AND (1) C-401 WISCONSIN COMMERCIAL BUILDING CODE CSR IXRE V2 EXISTING PLATFORM, (1) PPC, (1) GPS ANTENNA, (1) OVP, H-FRAME, C-501 WISCONSIN UNIFORM DWELLING CODE (UDC) ICE -BRIDGE TO REMAIN 2015 WISCONSIN FUEL GAS CODE (IFGC 2015 W/ AMND) _ E-501 PROJECT NOTES E so1 PROJECT TEAM 1. THE FACILITY IS UNMANNED. 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE UTILITY COMPANIES POWER COMPANY: JUMP RIVER ELEC COOP PHONE: 800-273-5111 TELEPHONE COMPANY: UNKNOWN PHONE: N/A TOWER OWNER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 ENGINEER: ATC TOWER SERVICES LLC 1 FENTON MAIN, STE 300 CARY, NC 27511 PROPERTY OWNER: TOWN OF ROUND LAKE 11556W LAWRY ROAD HAYWARD, WI 54843 APPLICANT: 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. T-MOBILE CENTRAL LLC 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL ATTN: BILAL BATROUKH IS REQUIRED. J — 1400 OPUS PLACE 5. HANDICAP ACCESS IS NOT REQUIRED. 1 DOWNERS GROVE, IL 60515 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.61000 (B)(7). PROJECT LOCATION DIRECTIONS HEAD NORTH ON 1-35 N, TAKE EXIT 183 FOR MN-4e TOWARD CNTY 61/HINCKLEY, 0.2 MI. TURN RIGHT ONTO MN-48 E. 23.4 MI. CONTINUE ONTO W-77 E. 4.0 MI. TURN LEFT ONTO WI-35 N/WI-77 E. 2.2 MI. TURN RIGHT ONTO W-77 E, 26.8 MI. TURN RIGHT ONTO US-53 S. 0.2 MI. SLIGHT LEFT TOWARD US-53 N, THEN MERGE ONTO US-53 N, 0.2 MI. TURN RIGHT ONTO W-77 ENV HOKAH ST, 24.4 MI. TURN RIGHT ONTO W PENINSULA RD, 1.4 MI. TURN RIGHT ONTO CO HWY K. 1.0 MI. TURN LEFT ONTO CO HWY B/CO RD B. 5.2 MI. TURN LEFT ONTO N MCCLAINE RD, 0.3 MI. TURN RIGHT ONTO W LAWRY RD, 0.5 MI. TURN LEFT ONTO ACCESS ROAD. SHEETINDEX DESCRIPTION: TITLE SHEET GENERAL NOTES DETAILED SITE PLAN DETAILED EQUIPMENT PLAN TOWER ELEVATION ANTENNA INFORMATION & SCHEDULE CONSTRUCTION DETAILS GROUNDING DETAILS PANEL SCHEDULE & ELECTRICAL SCHEMATIC SUPPLEMENTAL SHEETS (10 PAGES) REV: DATE: BY: 111712024 EDNA 0 0 11/7/2024 EDNA 0 11/7/2024 EDNA 0 11/7/2024 EDNA 0 1177/2024 EDNA 0 11177/2024 EDNA 0 0 11I712024 EDNA 1177/2024 EDNA 0 11/712024 EDNA AMEReCAN TOWER• ATC TOWER SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 466-0112 4069-11 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV, DESCRIPTION BY DATE A FOR CONSTRUCTION EDNA 11/7/2024 0 A ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: Al NO963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SEAL: Nsl ' ESHA K. MODI 45601 p' CARY6,+ i NC` Esha I X►signed I uy I'sha Modi Date: 2024.11.07 M 0 I 15.48:19-05'00' T - •Mobile ATC PROJ. #: 14907314_GO CUST.ID: AIN0963A CUST.#: AlN0963A TITLE SHEET SHEET NUMBER: REVISION: G-001 1 0 i 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 BUILDICO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) D. TOWERS, MONOPOLES E. TOWERLIGHTING 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 0. 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, REPAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, NONSTANDARD 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 ANSIMAITIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS 4 CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 6 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 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. 26. 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 WHEN THE PROJECT SCOPE REQUIRES THE USE OF THE SAFETY CLIMB, THE GENERAL CONTRACTOR SHALL ENSURE THE SAFETY CLIMB IS FREE OF OBSTRUCTIONS, NOT RUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT, IS VISUALLY TAUT, MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, AND IS FIRMLY SECURED AT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION. 29 COMPLETION OF PROJECT SHALL NOT OBSTRUCT, TRAP, LOOSEN, OR OTHERWISE CAUSE FAILURE TO MEET MANUFACTURER INSTALLATION REQUIREMENTS FOR THE SAFETY CLIMB. 30. CONTRACTOR SHALL BE RESPONSIBLE FOR S1TE 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 BOXESISLOPING, BARRIERS, ETC. 31 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. 32 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 ANDIOR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 33 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. 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, 34 T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE T-MOBILE WAREHOUSE, ANCHOR BOLTS, ETC. NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE 11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP 12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR 35. T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING 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. 13. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS SPECIAL CONSTRUCTION 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS ANTENNA INSTALLATION NOTES: PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE T-MOBILE CONSTRUCTION MANAGER 1. WORK INCLUDED: 15. ALL CABLEICONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. A ANTENNA AND COAXIALIHYBRID CABLES ARE FURNISHED BY T-MOBILE UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA 16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORD ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF IMMEDIATELY. PERSONNEL. 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC) WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE SPECIFICATIONS. C INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE. E. INSTALL COAXIAL/HYBRID 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 COAXIAUHYBRID CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. 21 PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP 2. ANTENNA AND COAXIAUHYBRID CABLE GROUNDING: 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. A. ALL EXTERIOR #6 GREEN GROUND WIRE'DAISY CHAIN' CONNECTIONS ARE TO BE WEATHER SEALED WITH RIPS CONNECTORSISPLICE WEATHERPROOFING KIT #221213 OR EQUAL. B. ALL COAXIALIHYBRID CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAUHYBRID 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. i i i A tl AMERICAN TCMER' ATC TOWER SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, INC 27511 PHONE: (919) 468-0112 4069-11 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION REV. DESCRIPTION BY DATE A0 F R C0NSMCTI0N EDNA 1117/2024 A- ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: Al N0963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SEAL: 1%1415 'C 0N SI'. B %.. \4 ' ESHA K. MODI 46601-6 . a . CARY Digitally Signed: 2024-11-07 T - -Mobile-- Am PROD. #: 14907314 GO CUST.ID: AlN0963A COST. #: Al N0963A GENERALNOTES 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 NO ELECTRICAL SCOPE IS INCLUDED IN THIS PROJECT. EXISTING T-MOBILE 2 1 7'-10" X 8'-3" PLATFORM WITHIN A 10 60 12' X 16' GROUND SPACE (MODIFIED AS REQUIRED FOR UPGRADE FROM 6700H.-R4 TO 56790EZ-SR T CONFIGURATION) PROPOSED CABLE NOTES: 1. ESTIMATED LENGTH OF PROPOSED CABLE IS 33N. 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), COS DEFER TO GREATEST CABLE LENGTH. 2. ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS PROVIDED FOR CARRIER TO ADEQUATELY SECURE CABLES, USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP -INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. OTHERWISE, ATTACH CABLES TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG). _{ EXISTING (1) 1.8" HCS 2.0 TRUNK - 12#4AWG 24 SMFIBER PR (TO REMAIN) (6) 1.60" HYBRID, AND (1) NSN HIGH CAP HCS (TO BE REMOVED) PROPOSED (1) 1.8" HCS 2.0 TRUNK - 12#4AWG 24 SMFIBER PR (SEE PROPOSED CABLE LENGTH NOTES ON THIS PAGE FOR LENGTH AND ROUTING GUIDELINES) GUYED X TOWER PLATFORM Ie, 7-1 ­10— X M x &=LLED SITE PLAN GRAPHIC SCALE 10 0 5 10 (IN FEET) 1 UNIT= 10 FEET n m AMERICANTOWER• a ATC TOWER SERVICES LLC o 1 FENTON MAIN SUITE 300 n CARY, NC 27511 O PHONE: (919) 460-0112 a 4069.11 N N THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR - DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER y IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV. DESCRIPTION BY DATE ZWk FOR GWgTRMnON E NA• 1.1171202 n ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: Al N0963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SEAL: ``1111111#►► ESHA K. ' _ MODI 45601-6 CARY Nc .................... ��l11111�` Digitally Signed: 2024-11-07 T ..Mol ATC PROJ. #: 14907314-GO CUST.ID: AIN0963A COST.#: AIN0963A 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 2G (6201 CABS) EQUIPMENT. 2. ALL OPEN PORTS NEED TO BE SEALED I WEATHERPROOFED PROPERLY 3. ALL UNNEEDED I EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA. DISPOSE OF MATERIALS PROPERLY OFF SITE. EXISTING PPC EXISTING H—FRAME EXISTING CABINET (TO BE REMOVED) EXISTING (1) ASIK, (1) FSMF, (2) AMOBS (TO BE REMOVED) EXISTING (1) ASIA, (2) ABIA, AND (1) ABIL (TO BE RELOCATED) i T—MOBILE 7'-10" X 8'-3" PLATFORM W/ 12' X 16' GROUND SPACE X V. EXISTING RACK (TO BE REMOVED) EXISTING H—FRAME EXISTING COVP — EXISTING GPS ANTENNA 1 EXISTING GROUND EQUIPMENT LAYOUT GRAPHIC SCALE 5 0 2.5 5 (IN FEET) 1 UNIT = 5 FEET EXISTING FIBER CABINET EXISTING CABINET (TO BE REMOVED) EXISTING ICE BRIDGE - EXISTING ICE BRIDGE EXISTING (1) 1.8" HCS 2.0 TRUNK — 12#4AWG 24 SMFIBER PR (TO REMAIN) (6)1.60" HYBRID, AND (1) NSN HIGH CAP HCS (O BE REMOVED) 10 T-MOBILE CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS. EXISTING PPC EXISTING H—FRAME T—MOBILE G 7'-10" X 8'-3" PLATFORM W/ 12' X 16' i GROUND SPACE _ 4 �X I i-d" 1 isc I PROPOSED DELTA LB3 -- 60 BATTERY CABINET EXISTING H—FRAME --7 EXISTING FIBER CABINET EXISTING ICE BRIDGE 1 1 I V-2' EXISTING ICE BRIDGE EXISTING (1) 1.8" HCS 2.0 TRUNK — 1 1214AWG 24 SMFIBER PR — (TO REMAIN) I ' i i EXISTING GPS ANTENNA J PROPOSED DELTA 1 HPL3 600A DC CABINET BO PROPOSED (2) ASIL, (4) ABIL, (1) ABIO, (2) AMIA, (1) CSR IXRE V2 INSIDE PROPOSED HPL3 CABINET EXISTING COUP EXISTING (1) ASIA, (2) ABIA, AND (1) ABIL (RELOCATED) PROPOSED HCS 2.0 J-BOX PROPOSED GROUND EQUIPMENT LAYOUT GRAPHIC SCALE 5 0 2.5 5 `+ (IN FEET) 1'C 1 UNIT = 5 FEET I i i t J AMERICAN TOWER• ATC TOWER SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 4069-11 THE USE AND PUBLICATION OF THESE DRAWINGS 6 SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR � WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV. DESCRIPTION BY DATE r• 0 •. R C TRUCT) N EDNA 112 ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: Al N0963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SEAL: w ESHA K. MODI = 46601-6 GARY Digitally Signed: 2024-11-07 T - -Mobile ATC PROJ. #: 14907314_GO CUST.ID: AlN0963A COST.M AlN0963A DETAILED EQUIPMENT PLAN SHEET NUMBER: REVISION: C-102 0 TOP OF EXISTING HIGHEST APPURTENANCE ELEV 302.76' TOP Or EXISTING TOWER ELEV 300' EXISTING AND 1 2 PROPOSED T-MOBILE f-4p EQUIPMENT AND MOUNT MODIFICATIONS EXISTING T-MOBILE DISH AND ODU TO BE REMOVED @ 270' EXISTING (1) 1.8" HCS 2.0 TRUNK - 12#4AWG 24 SMFIBER PR (TO REMAIN) (6) 1.60" HYBRID, AND (1) NSN HIGH CAP HCS (TO BE REMOVED) PROPOSED (1) 1.8- HCS 2.0 TRUNK - 12#4AWG 24 SMFIBER PR (334') (SEE CABLE NOTES ON C-101) EXISTING CARRIER ANTENNAS RAD CENTER ® ELEV 295.1 EXISTING T-MOBILE RAD CENTER @ 282' EXISTING CARRIER ANTENNAS RAD CENTER ® ELEV 270' EXISTING CARRIER ANTENNAS /* RAD CENTER ® ELEV 253. 1 " NV EXIS FINC CARRIER AWENA445 RAD CENTF_R V ELE3+ 6 EXISTING TOWER E.YrS r NG GRADE rh T ELEV 0' 1-j TOWER ELEVATION SCALE: N.T.S. PER MOUNT ANALYSIS COMPLETED BY ATC, DATED 10115/24, THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION PROPOSED IN THE MOUNT ANALYSIS, INCLUDED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. 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 ELEVATION DEPICTION MAY NOT REFLECT ALL EQUIPMENT INCLUDED IN STRUCTURAL ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR FULL TOWER LOADING. i i AMERICAN TOWER ATC TOWER SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 i PHONE: (919) 460-0112 4069.11 c _ c THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV. DESCRIPTION BY DATE A0 FOR CONSTRUCTIO _ _EDNA 11/7/2024 A n A A. ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: AlNO963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SEAL: Olilis,+f/ w�l�,CJCi '4, ESHA K. MODI 4CARY : -a''• CAftYj� 'f V6601-6 ,"�GN, ONA; ■` 'lot 0" Digitally Signed: 2024-11-07 -P - -Mobile- ATC PROJ. #: 14907314_GO CUST.ID: AlN0963A COST. #: Al NO963A TOWER ELEVATION SHEETNUMBER: REVISION: C-201 0 EXISTING FF-65C-RI ANTENNA (TO BE REMOVED) (1 PER SECTOR) (TYP. 3) EXISTING AHFIB RRU (TO BE REMOVED) (1 PER SECTOR) (TYP. 3) EXISTING TOWER 2k0 EXISTING FXFC RRU (TO BE REMOVED) (TYP. 2) Gil r EXISTING HBXX-6517DS-A2M ANTENNA (TO BE REMOVED) (1 PER SECTOR) (TYP. 3) EXISTING SECTOR MOUNT (TYP.) EXISTING ASU9338TYP0l COVP (TO BE REMOVED) (TYP. 1) EXISTING ANTENNA PLAN0 N SCALE: N T S. EXISTING ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY MECH/ELEC ADDITIONAL TOWER SECTOR RAD AZ POS ANTENNA BAND STATUS STATUS D-TILT MOUNTED EQUIPMENT Al HBXX-6517DS-A2M U1900/L1900 0%2',2' RMV - ALPHA 282" 0 A2 FF-65C-RI L700IL600IN600 0%2',2' 1 RMV (1) AHFIG RMV B1 HBXX-6517DS-A2M U1900/L1900 0%2',2' RMV - - BETA 282' 120' B2 FF-65C-R1 L700IL600IN600 0%2',2' RMV (1) AHFIG RMV C 1 HBXX-6517OS-A2M U 1900IL 1900 012',2' RMV (2) FXFC RMV GAMMA 282' 240' C2 FF-65C-R1 I L700IL600IN600 0%2',2RMV (1) AHFIG RMV EXISTING FIBER DISTRIBUTION I OVP BOX MODELNUMBER STATUS RMN (1) ASU9338TYP01 RMV 0 2 PROPOSED AEHC ANTENNA `o CL 50 (1 PER SECTOR) (TYP. 3) A2 A: PROPOSED MOUNT MODIFICATIONS (REFER TO SHEETS AT THE END OF THIS PLAN SET) EXISTING TOWER PER MOUNT ANALYSIS COMPLETED BY ATC, DATED 10/15124, THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION PROPOSED IN THE MOUNT ANALYSIS, INCLUDED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. PROPOSED FFVV-65C-R3-VI ANTENNA (1 PER SECTOR) (TYP. 3) 1 -50 PROPOSED AHFII RRU (1 PER SECTOR) (TYP. 3) G PROPOSED AHLOA RRU 3 (1 PER SECTOR) (TYP. 3) 50 - EXISTING SECTOR MOUNT (TYP.) a4p i4w PROPOSED PENDANT P3�P B1 .qr- (TYP. 2) C� @ 7po. FINAL ANTENNA PLAN0 N SCALE: N.T.S. NOTES FINAL ANTENNA SCHEDULE 1. GC TO VERIFY THE FINAL RFDS LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY MATCHES THE FINAL MECH/ELEC ADDITIONAL TOWER CONSTRUCTION DRAWINGS. SECTOR RAD AZ POS ANTENNA BAND STATUS STATUS GC TO NOTIFY ATC PM OF ANY D-TILT MOUNTED EQUIPMENT DISCREPANCY PRIOR TO L700/L6DDM600/L2100 (1) AHLOA ADD Al FFVV-65C-R3-V1 0'I2' ADD INSTALLINGTHENUSEDENT. ALPHA 282' 0' IL1900IN1900 (1)AHFII ADD 2. PO T CAP ALL UNUSED A2 AEHC N2500 0'/2' ADD - PORTS. 3. GC TO CONFIRM SPACING OF L700IL600/N600IL2100 (1)AHLOA ADD PROPOSED EQUIP DOES NOT B1 FFVV-65C-R3-VI IL1900IN1900 0'/2" ADD (1) AHFII ADD CAUSE TOWER CONFLICTS BETA 2B2' 120° NOR IMPEDE TOWER CLIMBING B2 AEHC N2500 0'/2' ADD - PEGS. L700A_ 600/N600IL2100 (1)AHLOA ADD GAMMA 2B2' 1240-1 Ci FFVV-65C-R3-Vt 0'I2' ADDSTATUS ABBREVIATIONS/L7900M7900 (1)AHFII ADD I i I C2 I AEHC I N2500 0°I2' ADD - RMV: TO BE REMOVED RMN: TO REMAIN REL: TO BE RELOCATED ADD: TO BE ADDED CABLE LENGTHS FOR JUMPERS JUNCTION BOX TO RRU: 15' RRU TO ANTENNA: 10' EXISTING CABLING SUMMARY CABLE QTY, SIZE, TYPE STATUS (1) 1.8" HCS 2.0 TRUNK - 12114AWG RMN 24 SMFIBER PR EQUIPMENT SCHEDULES (6) 1.60" HYBRID, AND (1) NSN RMV HIGH CAP HCS FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY MODEL NUMBER STATUS CABLE QTY, SIZE, TYPE STATUS - RMN (1) 1.8" HCS 2.0 TRUNK - 1214AWG RMN 24 SMFIBER PR (2) HELIAX FIBERFEED 12 RRU PENDANT ADD (1)1.8' HCS 2.0 TRUNK-12#4AWG 24 ADD CONNECT SMFIBER PR Y j • E AMERICAN TOWER• ATC TOWER SERVICES LLC c 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 4069-11 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION REV. DESCRIPTION BY DATE 0 FOR CONSTRUCTION EDNA 11/7/2024 0 0 A- ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: Al N0963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI54843 SEAL: 1111111/// CQNS'�/ri r ESHA K. MODI 45601-6 GARY O�A11\\\ ,11 Digitally Signed: 2024-11-07 T - -Mobile PROJ. #: 14907314GO [ATC ST. ID: AlN0963A ST.#: AlN0963A ANTENNA INFORMATION & SCHEDULE SHEETNUMBER: REVISION: C-401 0 EXISTING/PROPOSED MOUNTS AND/OR MOUNT MODIFICATIONS NOT SHOWN FOR CLARITY. REFER TO ANTENNA PLANS, MOUNT ANALYSES AND/OR MOUNT MODIFICATION DOCUMENTS FOR ADDITIONAL DETAIL. EXISTING OR PROPOSED MOUNTING PIPE PROPOSED ANTENNA DOWNTILT BRACKET (PER MANUFACTURER) (INSTALL THIRD BRACKET IF REQUIRED) PROPOSED ANTENNA 1 PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED BACK TO BACK BRACKET (PER MANUFACTURER) PROPOSED RRU (TYP.) (MOUNT PER MANUFACTURERS SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) EXISTING OR PROPOSED MOUNTING PIPE 3 PROPOSED RRU MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED ANTENNA W/ BRACKET PER MANUFACTURER EXISTING OR PROPOSED MOUNTING PIPE PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED M12 BOLTS (TYP. 4) THROUGH PLATFORM PROPOSED CABINET EXISTING PLATFORM rJAlr 4 CABINET ATTACHMENT TO PLATFORM SCALE: N.T.S. i AMERICAN TOWER' ATC TOWER SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 PHONE: (919) 468-0112 4069-11 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV. DESCRIPTION BY DATE 0o FOR CONSTRUCTION_. EDNA 11172024 A 0 0 ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: AlN0963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SEAL: % G o'N S/ti o' .'`� ESHA K. MODI 45601-6 ` di CNcY !VC Digitally Signed: 2024-11-07 T • •Mobile-- ATC PROJ. #: 14907314 GO CUST.ID: AIN0963A COST.#: AIN0963A CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-501 0 EXISTING ANTENNAS TO EXISTING ANTENNA MASTS EXISTING COAX GROUND KITS PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION TO PROPOSED RRU GROUND LUG (TYP.) I� PROPOSED #6 AWG STRANDED CU L WIRE WITH GREEN, 600V, \� THWN INSULATION\� TO PROPOSED OVP BOX f \\ GROUNDING CONNECTION TO EXISTING TMAs EXISTING GROUNDING — CONNECTION TO LIGHTNING PROTECTION SYSTEM NOTES: PROPOSED ANTENNA PROPOSEDJUMPER PROPOSED CONNECTOR AND WEATHERPROOFING KIT PROPOSED WEATHERPROOFING KIT PROPOSED CABLE GROUND KIT 501 ANTENNA CABLE TO CABINET (TYP.) #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION GROUND BAR MOUNTED 3 NEARIBELOW ANTENNA (TO BE INSTALLED IF1 REQUIRED) 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS. 2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 10 TYPICAL ANTENNA GROUNDING DIAGRAM SCALE: N.T.S. TO ANTENNA 3/8" X 1-1/2" SS BOLT 3/8" SS LOCK WASHER (EACH SIDE) (EACH SIDE) ANTENNA CABLE 2 1/2"0 MAXice / AoQ❑ � GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS ' / O OVA (ANDREW OR APPROVED EQUAL) A [� O #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) / 1/4' X 4" X 6" GROUND BAR ' (ERICO PIN: EGBA14406CC OR EQUAL) TWO -HOLE LUG, TO BE USED WITH #2 AWG BCW -0 GROUND BAR (LOWER TOWER GROUND BAR ONLY) TO EQUIPMENT GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALLITAPE PER MANUFACTURER'S SPECIFICATIONS. 2 CABLE GROUND KIT CONNECTION DETAIL SCALE: N.T.S. STANDARD CONDUIT USE TABLE CONDUIT USE CASE LOCATION USE CASE EXAMPLE TYPE RMC ABOVE GROUND (METALLIC) AC, DC COMM ABOVE GROUND PPC TO SSC UNDERGROUND PPC TO SSC OR BACKHAUL PVC AC POWER UNDERGROUND TRANSPORT HUB TO SSC TIGHT LOCATIONS BETWEEN HUB AND CONDUIT BUT NOT MAX 6' PER CONDUIT RUN, LFMC AC, DC, COMM ABOVE GROUND ONLY TO BE USED WHERE IT CAN BE STEPPED ON CIRCUIT PANEL TO JUNCTION BOX EMT INDOOR AC, DC INDOOR NOT EXPOSED TO THE OUTDOOR COMM ENVIRONMENT (MUST BE DRY) CONCEALING AND PROTECTING BTCW RISERS GROUND RING TO MGB OR SSC LFNC GROUND WIRE ONLY EXCEPTION CONDUIT USE TABLE CONDUIT USE CASE LOCATION USE CASE EXAMPLE TYPE EMT OUTDOOR DC, OUTDOOR WHEN USED WITH WATERTIGHT BETWEEN EQUIPMENT AND BATTERY CABINET OR (NOT PREFERRED) COMM HUBS ONLY EQUIPMENT TO EQUIPMENT CABINETS FOR INTER CABINET CONNECTION MAT BE USED AS A LOWER COST ALTERNATIVE TO RMC OUTDOOR/INDOOR NONMETALLIC PER NEC NEC ABOVE GROUND METALLIC RMC, MUST MEET OR EXCEED FEDERAL SPEC: (ALUMINUM) GUI WW-C-540C, UL-6A, ANSI C80.5, NEC 344.10 (A) ALLOWS THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS 4 CONDUIT USE TABLES PROPOSED CABINET #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR — EXISTING EQUIPMENT GROUND BAR (TYP.) CABINET GROUNDING DETAIL SCALE: N.T.S. GROUND BAR NOTES: 1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. 3 TOWER GROUND BAR DETAIL SCALE: N.T.S. 3n=15"karaavar.>,itxs 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. 2 ATC HAS NOT VERIFIED ANY EXISTING T-MOBILE GROUND EQUIPMENT OR ELECTRICAL LOADING. PROPOSED WORK BASED ON INSTALLATION CONFIGURATION PROVIDED BY T-MOBILE. CONTRACTOR TO VERIFY EXISTING T-MOBILE PANEL HAS SUFFICIENT SPACE FOR PROPOSED BREAKER. PROPOSED CABLE AND CONDUIT SHALL BE MINIMUM SIZE PER BELOW IN CHART. 3. FOR SPECIFIC CABINET / ANCILLARY EQUIPMENT WIRING REQUIREMENTS, THE T-MOBILE CONTRACTOR SHOULD REFERENCE DESIGN DOCUMENTS PROVIDED BY T-MOBILE FOR THIS CURRENT PROJECT CONFIGURATION, IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS & NEC STANDARDS & PRACTICES. VOLTS OCPD SIZE WIRE SIZE GROUND CONDUIT 1201240V OR 120/208V BOA/2P 343AWG #8 AWG 1-1/4" 10012P 342AWG #8 AWG 1-1/4" 125A/2P 349 M AWG #6 AWG 2" 150Al2P 34M AWG #6 AWG 2' 200A/2P 34 M AWG #6 AWG 2' 240V OR 208V 8OA/2P 243 AWG #8 AWG 1-IM" 100/2P 242 AWG #8 AWG 1-114" 125A/2P 241=AWG #8 AWG 2" 150A/2P 2413/0 AWG #6 AWG 2" 200A2P 24M AWG #6 AWG 2" 6 ELECTRICAL NOTES AMER#CAN TOWER• ATC TOWER SERVICES LLC I 1 FENTON MAIN SUITE 300 CARY, NC 27511 k PHONE: (919) 468-0112 406941 THE USE AND PUBLICATION OF THESE DRAWINGS I SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION REV. DESCRIPTION BY DATE A0^ FOR CONSTRUCTION EDNA 11/7/2024 A. A ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: Al N0963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SEAL: ,1111111/� `�SCONS/ ESHA K. 45g D!6 CNCY� 0111 S'ONA;",`r Digitally Signed: 2024-11-07 • -Mobile, ATC PROJ. #: 14907314_G0 CUST.ID: I AlN0%3A OUST. #: JAINnSI53A GROUNDING DETAILS SHEET NUMBER: REVISION: E-501 0 PANEL TYPE LIGHTING & APPLIANCE SYSTEM 120I24OV, 10, 3W, 24 CK7 LOCATION: TWO LEASE EQUIPME•TIAREA DESIGNATION: TENANT PANEL MOUNTING: SURFACE MAIN BREAKER (M3): 200A ENCLOSURE NEIA 3R MAIN BUS RATING: 200A PANEL NOTES: EXISTING MN A.I.C. RATING: WA FEEDER OR BRANCH CIRCUIT FEEDER OR BRANCH CIRCUR CONNECTED BRIEF DESCRIPTION BRIEF DESCRIPTION LOAD(WA) BREAKER CIRCUIT POLE NO. .., POLE NO. CIRCUIT BREAKER AMPS POLES WIRE GRID COND. CORD. GND WIRE POLES AMPS .0 B 912.75 SURGE 20 2 3 5 2 2 100 SPARE0.00 9 0.00 RAC24 15 1 5 2 3 6 1 2D LIGHTS 0.50 DELTA HPL3 200 2 34310 #6 2„ 9 4 0.00 12.75 O 0.00 0-18 I 20 1 2412 #12 11 4 12 0.00 5'25 HPL3 EXPANSION 100 2 34n #8 2- 4 14 0.0D 16 000 5.25 15 0.00 17 18 0.0019 20 0.00 0,00 21 22 rO5) 0.00 23 24 0.00 18.0 18.2 A B TOTAL 0.0 18.5 18.2 36-7 CONNECTED LOAD (kVA) 10-5 182 35-7 DEMAND LOAD(kVA) DERATING FACTOR (80%) CIRCUIT NOS DEMANDLOAD SIZING: 191 AMPS 1) PANEL SCHEDULE BASED ON INFO PROVIDED TO AE; IF PANEL HAS DIFFERENT EXISTING LOADS THAN SHOWN, STOP WORK AND CONTACT FOR 2) EXISTING CIRCUIT, UNKNOWN LOAD, MAX DEMAND ASSUMED FOR LOAD CAPACITY ASSESSMENT 3) EXISTING CIRCUIT, KNOWN LOAD FOR LOAD CAPACITY ASSESSMENT 4) PROPOSED CIRCUIT, KNOWN LOAD FOR LOAD CAPACITY ASSESSMENT 5) EXISTING CIRCUIT DEMO-D. PANEL SCHEDULE EXISTING PANEL PROPOSED BREAKER (SEE PANEL SCHEDULE) ELECTRICAL NOTES: I THIS DIAGRAM 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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. 3. ATC HAS NOT YET VERIFIED ANY EXISTING T-MOBILE GROUND EQUIPMENT OR ELECTRICAL LOADING. PROPOSED WORK BASED ON INSTALLATION CONFIGURATION PROVIDED BY T-MOBILE. CONTRACTOR TO VERIFY EXISTING T-MOBILE PANEL HAS SUFFICIENT SPACE FOR PROPOSED BREAKER. PROPOSED POWER CIRCUIT (SEE PANEL SCHEDULE) PROPOSED DELTA HPL3 CABINET (INSTALLED AND CONNECTED AS DIRECTED BY T-MOBILE) PROPOSED DELTA BATTERY CABINET (INSTALLED AND CONNECTED AS DIRECTED BY T-MOBILE) EXISTING T—MOBILE CONCRETE EQUIPMENT PAD r i. M57ING GRAPE r TERMINATE PER MANUFACTURER'S SPECIFICATIONS 0 ELECTRICAL SCHEMATIC SCALE: N.T.S. Akc i AMERICAN TOWER' ATC TOWER SERVICES LLC 1 FENTON MAIN SUITE 300 CARY, NC 27511 I PHONE: (919) 466-0112 4069-11 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON -SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV. DESCRIPTION BY DATE A0 FOR CONSTRUCTION EDNA I17712024 0 0� A ATC SITE NUMBER: 211543 ATC SITE NAME: ROUND LAKE WI T-MOBILE SITE NAME: Al N0963A SITE ADDRESS: 11556W LAWRY ROAD HAYWARD, WI 54843 SEAL: N SUM .01 J. ESHA K. MODI _ 45601-6 CARY Jty� A �►,�,%ONAilo� '?L`7` Digitally Signed: 2024-11-07 T - -Mobile ATC PROJ. M 14907314 GO AlN0963A CUST.ID: COST.M AlN0963A PANEL SCHEDULE & ELECTRICAL SCHEMATIC SHEET NUMBER: REVISION: E-601 0 .AN rwrol.w: YLT...ir: 607WElvlili_T aa7a0F7.BFlT Section 5 - RAN Equipment AM0903A_Andlor 3 elnd.. IYeM.+IO..I.�....d.Yd Ppae: A1N...XatlRlalgl MC J7•• 9 Exhaling RAN Equipment Templar: STBBH R4 Er Jwun Type 730 M0on11NC Al) WY E41$�4IIbMl.1J Larq COVP INoMr) —. _ ��F=uPPori C..Mlrt jHtW.1 Pad10 T21- Ai00g eery 111gi' ulew mtweoi ABH ASIK f8MF f1Qo �,vilii l»i'ClY1T�CMlL911(� I� ARIA ABN AeIL r 14 1t100 Neao IIIOlt AMOB px) _ _ LBm ewr+.d e...b.nd eabnedur �• si.u��.•i Shen •sera laze csR 77os BAR A _ Ba..buM Subrack Po— ub.y.4— _ T,—W ByM— Junction Bo. 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Boulr.Y i'AkdMM rtz;- Junction Boa .ryp COUP ro-ew JunC6v aim RAN S..p. of W.rh: 711112017: Charged FRLB. to FRBOa and TMBXXA517a to HBXX-85179 0211512016 : Leos Added 7111ZD22: Anchor added. omitted U1900 due to pending shutdown 1-26-24: UpdNed to AHFII per dev i CABINET CONFIGURATION Section 3 - Proposed Template Images 6e7BOE 811-T_HC81 MAWE3_I1oOSRl.pog Configuration 56790EZ—SR T ' For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. (Alpha, Beta & Gamma) 1401.0 Top .. Ground^ HMO rolwerfa HCS3.0 50 $RAN Slrgle AMIA FDD+TDD 5G+4G 12G FDD - Lowband B12 (11-700) — 5 MHz B71(L600) —10 MHz 871(N600) —10 MHz FDD - Mldband 84 (1.2100) — 20 MHz B66 (AWS3) — 5MHz 866 (N2100) — 20 MHz 82/B25 (1.1900) — 20 MHz 825 (N1900) — 20 MHz SRAN — GSM PCS TDD - Band 41 L2.5(2.5GHz)— 60 MHz N41(2.5GHz)—100+80MHz ANTENNA CONFIGURATION NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. SUPPLEMENTAL SHEET NUMBER: REVISION: R-601 0 MANUFACR1TiEii» MODEL, iiE SUPPORT CABINET 7Z71-2- x 36 x W xWE]GNT: N N07E: • CORRECT KNOOKOIlT 700L REQUIRED FOR PUNCHING KNOCKIDUM DO NOT DRILL THROUGH KNOCKOUTS • CONDUTT MUST BE PROPERLY SECURED TO PREVENT DAMAGE TO CABINETS AND OR CABLING IIAIX PANEL FM= OUT r KNOCIMUM POR Do N E7Otlaa Comm MUff BE PIdOPERLY sllMW 70 P11IVE7R DAMAN "I r KNOCKOUWB RII= COI DUR. kL ND COUIT BODY & 90WR0V JUMPER FAIER OPTIC GABLE FOR 0". COFgUT MUST BE PRl0IV&V SEGUED TO PPEVE]IT DAMAN Io cr gIOCN011I Rnm WJF1) 2- 10100W FOR U14 o 3 1" MWOMM ARE WM DEO FOIL 1 DC POBER TO SFE Cam_ (9j • © 1 0R f1Bf]I CABLE FROM n G1EliA oR TO.00 . (3) ALMl1 aAel.Ee HIE CANU IANEn Ir PUINTH FROM THE PPC TAMO HOLE U10 FUR (DONE om (BOTH SM) LEFT VIEW GROUNDING NOTE: „CABINET GROUNDING 70 USE A SINGLE, /2 B7CW CONDUCTOR, W/ 2-HOLE r 1" C-C. LONG SARRT1, WINDOW LUG, IN 3/4" LFNC TO GROUND RING. PIJNTH GROUNDNG IS NOT REQUIRED:' PLAN VIEW FRONT VIEW BOLT DOWN PATTERN (D DELTA HPL3 SITE SUPPORT CABINET SPECIFICATIONS SCALE: N.T.S. mmm am "� Mi 00MDUfr WSW BE PROPELY Bea�Ien TO PREVENT BAJAW �1 T7 = NM UN IN OWU NDM (ATM SKIS) CANNET LOW B• PUH lmwmwU"d WA La W, . MAI - lmf�m� RIGHT VIEW -w IO+Immmu F � D CAMU o0° n KC ►� PROPEltl.Y 13EClRiED 70 PRIViENT DAMAGE r W OMMM IM AC Powol 10 CC CABINI.T IN M9 OOIOIRW MUST BE PROF'MY SEGT1RI77] TO PREAAFM OAl1A0E I �2r 101 CMM */ _IIIW ODNILIR. UP COFDW BODY FOR 1OWW AC PINIM FROM PPC. COFDUIT MUST SE PR70PERI.Y =URED TD PREMU OAMNE Y. FOiOGIom Irk RIM DOf m. LR 000 IW flM FOR 200 AW AC MPUT FR011 PPC. CONDUIT mar BE SECAX 10 PREVENT DAMA E NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. SUPPLEMENTAL SHEET NUMBER: REVISION: R-602 0 Do roves (8 mm N C-q* m w OANss N ffs0 r cwFs K " INTERNAL ROUTING (DOOR OPEN) RACK ASSIGNMENTS RU SLOTS DESCRIPTION 1 VOLTAGE BOOSTER 1 2 3 2 VOLTAGE BOOSTER 0 3 VOLTAGE BOOSTER 4 AIRSCALE f 1 5 6 7 FIBfR YAltAOEAIEHP V W � '� Y Z en _ c AIRSCALE #2 8 9 10 BER YANAGI MBNT 11 AIRSCALE #3 12 13 14 ROM MANAOEMOff FUTURE EQUIPMENT 15 16 17 18 19 20 21 22 23 24 LAGACY BB #1 25 26 27 FSEE ON FMAB (D DELTA HPL3 SITE SUPPORT CABINET DETAILS SCALE: N.T.S. IMY011r B AWdK*X AltSCALE WMICALE aim= R5 / SAS a sw FRONT VIEW (DOOR OPEN) NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. SUPPLEMENTAL SHEET NUMBER: REVISION: R-603 0 MANUAL MEN AM ml EXnIR lAL�M 6fl Wld 3 F0er11ONS FOR 1]jffWL OMEM Nff/213/LSM SHM AL B%TMW 1 AIEAIER 20A x1 ALAN OW CONTACT ( �51 SUS� 2 � Boom DC POWER SYSTEM DELTA HPL3 51TE SUPPORT CABINET DETAILS Meg r rw�w • w n .•gym �• w .•w. tt +� w ■ +� w" zm is r ok aw rn r 0 r w �ww M Ie� .� n v r r �mm ■ SCALE: N.T S. �O A�EEf�� o o a® �® C� NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. SUPPLEMENTAL SHEET NUMBER: REVISION: R-604 0 fim 1. All CONDIIR AND FMW ENWX= MR) CRLWnS AND ENCIIANSUWS MUSE UrLIZE WfiM OR EQURKM HUBS OR SUM WA%6 70 PNEYDIIT MITER BM/SEEPAC E MIO CAMM AND ENCLOSURES 2. NXIIINUID0 FLE%SU IEFALUC COHDHI<f VMG) • AMMMTED "MNaS CAN BE USET? AS NEEDED BUT ONLY FOR TWXIT CONOISf BF]HOB AND RUNS SUB.1FCr 7O UL AND NEG LWATOM Er MAX PER COHDUIT RUN. A POWER WWX WW ATTACHED WITH SHORE NPPLE AND SEAM WASHER MSSIE ! CUT. (FOR DOOR HOOD GEAR M0 4. PUL MO ELBOWS MAY BE USED IN LIEU OF A OCOUIT Hi MS WHEN CLFJWANCE 0 LINKED. S. Nd a f ILK CWBE E WUM) W=ff SHOULD H WE SEALMO WASHIM BHSOE NO OUr W/ LONU CK f j CAP. 1 DELTA HPL3 CONDUIT ROUTING CONFIGURATION SCALE: N.T.S. NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. 9 m ryy�V 0 L OI a d J J 0. U V 0 F n SUPPLEMENTAL SHEET NUMBER: REVISION: R-605 0 MANUFACTURER: DELTA MODEL- - - --- LB3 SATTETrY SUPPORT CABMUET DlhkNSIONS: 7r x 3V x W (H x W x D) MGM.- me LEIS (wm4mr EITiUIPM - - NOTE. • CORRECT KNOCKOUT TOOL REQUIRED FOR PUNCHING KNOCKOUTS. DO NOT DRILL THROUGH KNOCKOUTS • CONDUIT MUST BE PROPERLY SECURED TG PREVENT DAMAGE TO CABINETS AND OR CABLING Me nKNDCKOUM ro0r'wl TO a%TrFxr CAR ET CANNET L r°0°Mm�r"� �Immom" a,& f UIX BE PPROF°U NEURM 2" KNOCKOUTS FOR AC POWER TO DC aerET FOR HEATER OE wo FOR ow mm ICES) LEFT VIEW GROUNDING NOTE: „CABINET GROUNDING TO USE A MOLE. f2 MCW CONDUCTOR, W/ 2-HOLE. 1" C-C, LONG BARREL, WINDOW LUO, IN 3/e U W TO GROUFID RING. PURM GROUNDING IS NOT REBUIREI." PLAN VIEW FRONT VIEW BOLT DOWN PATTERN DELTA 1-133 BATTERY CABINET SPECIFICATIONS SCALE: N.T.S. m HUE " m owumm WIN f%AMLWT i AN 90 ..,.... 0 0 • RIGHT VIEW NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. a tt c n a a U a V N L T Q e SUPPLEMENTAL SHEET NUMBER: REVISION' R-606 0 MANUFACTURER: NOKIA MANUFACTURER: NOKIA MODEL: ASIL CONTROLLER CARD (474767A) MODEL: ARIL DIMENSIONS: 1.9" X 6.62" X 14.64" WEIGHT: 4 4 LBS WEJGHT: 6.8 I.D5 DIMENSIONS, 9-6"X14.2"X1.1" MANUFACTURER: NOKIA MODEL: ABIO INTERFACE WEIGHT: 5.64 LBS DIMENSIONS. 0 99"xB.62'x14.93" 1AMIL Fumm ON 00NNCf.m Tm ADWONAL in To Rm FRONWAL SFPU 00/m � mio/zm raT�4Al/9 slap. x/ 0 (XivIldswo OSSA{-REW 1� * 7 .w S-RFt SFP28 S-RF2 I�1 �FZ la'8 1E°E FAC(HDMI) SIY. (HDMI) .. v vv000.■■000000 GROUND (DUAL -HOLE F'Ou I' (HDMI) RF'Sk.: g$og gH■■88 8$ $ •, �•' 2x M5) LMPIEIF4 -RFI S-RF2 La QSFP2B w®aaaaD oGGDoa� ® FEW v" DC IN 4■V (CLAMPS) J ON ISM) SERVICE 1 14-W SEI2 (OSFP) EIF2 (SFP) EIF3 (yj SEI1 (OSFP) I �) PROPOSED ABIL LOCATED WITHIN AMIA RACK !x VIEW 0 ASIL DETAIL SCALE: N.T.S. MANUFACTURER: NOKIA MODEL: 3HE15548AA DIMENSIONS: 17.25 x 10 x 1.75" WEIGHT:— 110.5 LBS FULLY EQUIPPED 2 ABIL DETAIL SCALE: N.T.S. SFP/SFP+ 10 Gbps DC PSU DC PSU PORTS 1-24 GNSS RECENER MANAGEMENT SFP28/SFP+ 25Gbps PORTS 25-32 A��#Iwsw rNwwwwwl l�wlxlM ®:^�+9 r r ■ ram■ ■ ■ • r ■ r ■ 1 � f� rr��rrl �MNK � � � EiI7.i1: E FRONT VIEW QSFP28 10OGBPS GROUNDING CHASSIS, USE TWO PORTS 33-34 HOLE LUG, DESIGNED FOR #8 USB AWG BURNDY (YA7802TC1045) CONSOLE NOKIA PIN# 52-1178-01 CD D o u ❑ REAR VIEW CD CD ® o O c 17.25" I 10" �1 SIDE VIEW 1.75" 5 34097 - NOKIA 7250 IXR-e ROUTER w/ GNSS SCALE: N.T.S. 3 ABIO DETAIL SCALE: N.TS MANUFACTURER: NOKIA MODEL AMIA WEIGHT: 11.2 LBS (UNIT ONLY) DIMENSIONS: 5.1 "X1 S.7"X17.8" 4 AMIA DETAIL SCALE: N T.S. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. m ro [m[ iA a ti J a n a CS SUPPLEMENTAL SHEET NUMBER: REM SION: R-607 0 E lee m MAW -' :1 AMPF MDUHTM w 1 34117 - NOKIA AIRSCALE MAA B41 AEHC TNT �RRiAC111Q0 MM/ICOIE A111Qlgf, r2.0 !A' Y1 Y2 RI R2 O O O O O O - o • � o 4 34074 - COMMSCOPE FFVV-65C-R3-V1 SCALE: N.T.S. MANUFACTURER, NOKIA MODE: AHLOA 26.6-x12.9"xS.7- (WI MOUNTING OEMFN$IONB. BRACKETS AND COVER) WEIGHF. 63.6 LBS FREQUENCY: $12, $71 2 33498 AHLOA AIRSCALE DUAL RRH B12 B71 SCALE: N.T.S. MANUFACTURER: COMMSCOPE MODEL: FE-16148-OVP-1312 WEIGHT: 15.2 LBS DIMENSIONS: 14"x165( 6" (r) r f�) vUWFN(r TO 1.') 0 0 Him NO COLE `[oI JUMPER(.' TO.r) 5 33706 - HCS 2.0 JCT BOX 60KA TNT NMr-_ !■RF r 44"-s.&'A --- �-i V it w wo*1R � ALgF Aa 3 x 9F2a PORTS CPW 9-0 MM-20 nR Gbp. (Nam -i) DPncx PCRIS 3 34577 - AHFII - 4T4R DUAL -BAND RADIO SCALE: N.T.S. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. m k a v c M p c-• SUPPLEMENTAL SHEET NUMBER: REVISION. R-608 0 11-3 eErll�enf./�"x WR: _ ' LlE• RelM1F l'OR wOtWCsdA Tel EoffO 1 1 �� `I Ct[x+aa. i •. ...rscn - � j z L UANCE" r RPORATI010 SIGNATURE CYCLE DATE DRAWN: MLE "lwS1S CMECfED. 1— 101F05m —.—EI: ED. 101W530 UESERIPHON: NIW XI7um �O�cat Box fWd�ls*Ra•Len� j _ _ a EMTfew WE5n1 ePe fAISM: cCMDEfCMI® - 1—T I'"E :M•Ei h. 1111 DWfi No: AC-FBDS-HICAP-FULLASY-CRS S aaLm kaoof• IAOLETCOLOR BLACK OUTER DIAMETER (IN) I.B MIN BENDING RADIUS(IN). MULTIPLE BENDS, LOADED 36 MINBENDINGRADIUS(IN), MULTIPLE BENDS, UNLOADED 18 MIN BENDI NG RADIIIS(IN), SINGLE BEND, UNLOADED 126 MIN BENDING RADIUS(IN)JURCATION 1.2 ARMOR CORRUGATED COPPER WEIGHT(Ib/kfl) 2480 COMPRESSIONhb/I141 250 fF NSIlt InA 0, LDNG 11 dl"kb I) 190 TENSILE LOAD, SHORT TERANI bf) 600 CONDUCTOR MATER VAL COPPER CONDUCTOR CONSTRUCTION STRAND CONDUCTOR COLOR BLUE(BIAOL RESISTIVITY(n0 @20'C) 16.78 nohm-M CONDUCTORS,CITY 12 CONDUCTOR SRE(AWG) 4 EMI SHIEEO TES UL RATING UL 1C-OF-LR FIBER TYPE SINGLE MODE (G657 A2) fIBFRS, CITY 48 ATTENUATION(dB/km). MAX. 15SWI285-1330nm OS DISPERSION, MAX, 1550/1Z5-1330nm 1Bp%/3.5p, RETURN LOSSIdB) aS0 INSERTION LOSS(dB), POSTENVIRONMENTAL REDUCTION c065 RETURN I.DSSIdB), POST ENVIRONMENTAL REDUCTIONS CUTOFF WAVEIENGTH(nm) 1260 PIGTAIL TERMINATION LC PAIR, STRAIGHT OPERATING TEMP('F) 4070 ♦16T STORAGETEMP('F) -40 TO ♦167 UV IEC 600062 S THERMALCYCLE IEC 6OD68 2.14 VIBRATION IEC 60116&Z-64 IMRACT{N Thy _ d4NM MR tcLks%i — [sae,. H.- 11.4nnt Fillers 1 rrE oaf i.Aw NOTE: CABLE CROSS-SECTION NOT DRAWN TO SCALE 6X24 HCS 4AWG WI PENDANT SCALE: N.T.S. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. V m �m N m L IY -] L P U SUPPLEMENTAL SHEET NUMBER: REVISION: R-609 0 AMERECAN Tt]WER` C O R P O R A T I O N Mount Type : 7 ft V-Frame ATC Asset Name . Round Lake WI ATC Asset Number : 211543 Engineering Number : 14907314_C8�01 Mount Elevation . 281.5 ft Proposed Carrier , T-Mobile Carrier Site Name . AlN0963A Carrier Site Number . A1N0963A Site Location . 11556W Lawry Road Hayward, WI 54843 45.998481,-91.270445 County . Sawyer Date : October 15, 2024 Max Usage 59% Analysis Result Contingent Pass Prepared By: Joseph Swier Structural Engineer I p`- A .54";rA `ttlllltl,,, ESHA K. MODI ; 45801y - CA NC f Yf = y signed by Es h f,, �IONA% sih`a Mod! MOdi 01111611 Date:2024.10.15 21:24:06-04'00' COA: 4069-11 ATC Tower Services -1 Fenton Main, Suite 300 - Cary, NC 27511- 919.468.0112 Office - 919.466 5414 Fax - www americantower.com .� MOUNT ANALYSIS Eng. Number 14907314_C8_01 October 15, 2024 AM! RICAN TOWER• Page 3 Introduction The purpose of this report is to summarize results of the mount analysis performed for T-Mobile at 281.5 ft. Supporting Documents Specifications Sheet: ALT 211611-7, dated May 18, 2018 Radio Frequency Data Sheet: RFDS ID #A1N0963A, dated July 30, 2024 Reference Photos: Site photos from 2024 Analysis This mount was analyzed using American Tower Corporation's Mount Analysis Program and RISA-3D Basic Wind Speed: 106 mph (3-Second Gust) Basic Wind Speed w/ Ice: 50 mph (3-Second Gust) w/ 1.50" radial ice concurrent Codes: ANSI/TIA-222-H Exposure Category: C Risk Category: II Topographic Factor Procedure: Method 2 Feature: Flat Crest Height (H): 0 ft Crest Length (L): 0 ft Spectral Response: Ss = 0.041, S1= 0.02 Site Class: D - Stiff Soil - Default Live Loads: Lm = 500 Ibs, Lv = 250 Ibs *Uwe Load(s) reduction Is confirmed to either not govern or not be applicable Conclusion Based on the analysis results, the antenna mount meets the requirements per the applicable codes listed above provided the modifications listed below are completed: • Lower existing tieback on mount pipe position 1 to be 21" below upper face frame horizontal. • A structural failure was addressed with the noted contingencies. The controlling member was a Mount Pipe with a usage of 158%. If you have any questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact MountAnalysis@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services - 1 Fenton Main, Suite 300 - Cary, NC 27511 - 919.468.0112 Office - 919 466 5414 Fax - www.americantower com NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO VERIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION. m m w a U J ft- V i- a a 0 ar SUPPLEMENTAL SHEET NUMBER: REVISION: R-610 0