HomeMy WebLinkAbout014-942-32-1106-LUP-2025-521'to"'pHc
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VICINITY MAP
COMPLIANCE CODE
ALL WORK SHALL BE PERFORMED AND MATERIALS
INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS
OF THE 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.
2015 IBC
NATIONAL ELECTRICAL CODE (NFPA 70, NEC 2017 W/ AMINO)
2015 WISCONSIN MECHANICAL CODE (IMC 2015 W/ AMND)
2018 WISCONSIN UNIFORM PLUMBING CODE (UPC)
2015 WISCONSIN ENERGY CONSERVATION CODE (IECC 2015
W/ AMINO)
2015 WISCONSIN FIRE CODE (IFC 2015 W/ AMINO)
WISCONSIN COMMERCIAL BUILDING CODE
WISCONSIN UNIFORM DWELLING CODE (UDC)
2015 WISCONSIN FUEL GAS CODE (IFGC 2015 W/ AMND)
UTILITY COMPANIES
POWER COMPANY: XCEL ENERGY
PHONE: (800) 895-1999
TELEPHONE COMPANY: CENTURY TEL
PHONE: (800) 201-4102
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AMEMCAN TOWER°
ATC SITE NAME: HARD ROCK WI
ATC SITE NUMBER: 311256
T-MOBILE SITE NAME: HAYWARD WI-ATC 311256
T-MOBILE SITE NUMBER: Al N0947A
SITE ADDRESS: 12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SITE CLASS: SELF SUPPORT
T-MOBILE ANCHOR AMENDMENT PLAN
PH2Y_3-SEC LB+MB+TDD CONFIGURATION
PROJECT SUMMARY
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD,WI 54843
COUNTY: SAWYER
GEOGRAP4C COORDINATES:
LATITUDE: 46-08351323
46° 5' •648" N
LONGITUDE:-91-51333938
91" 30' 4a O22" W
GROUND ELEVATION: 1322' AMSL
! PROJECT TEAM
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:
TREVOR J WHYTE
12454 NORTH STATE HIGHWAY
27
HAYWARD,WI 54843
APPLICANT:
T-MOBILE
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
TOWER WORK:
INSTALL MOUNT MODIFICATIONS, (3) ANTENNA(S), AND (1) 2 DO"
HYSRIDTRUNK &24 4AWG 90M CABLE(S)
EXISTING (3) ANTENNA(S), (6) RRU(S), AND (1) 2.00" HYBRID TRUNK
6/24 4AWG 90M CABLE(S) TO REMAIN
GROUNDWORK:
EXISTING (1) NOKIA SSC 600A SITE SUPPORT CABINET AND (1)
NOKIE BATTERY CABINET TO REMAIN
PROJECT NOTES
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
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4 NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL
IS REQUIRED
5. HANDICAP ACCESS IS NOT REQUIRED
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 § 161000 (13)(7).
PROJECT LOCATION DIRECTIONS
1. FROM NORTHBOUND 1-35W IN MPLS 55408 GO 26.8 MI; 2 I-35W N
BECOMES 1-35 N. 37.9 MI; 3. TAKE THE MN-70 EXIT, EXIT 165,
TOWARD ROCK CREEKIGRANTSBURG; 4. TURN RIGHT EAST ONTO
MN-70 (CROSSING INTO WISCONSIN), 10.6 MI; 5- MN-70 BECOMES
WI-70, 19.7 MI; 6. AT SIREN, WI TURN LEFT ONTO 2ND
AVE/WI-35/WI-70- CONTINUE TO FOLLOW WI-70 E. 2.5 MI; 7. TURN
RIGHT TO STAY ON WI-70 -- 0 1 MILES PAST LIND RD, GO 23.7 MI; IL
ATSPOONER, WI TURN LEFT ONTO US63/N RIVER ST CONTINUE
TO FOLLOW US-63 N. GO 28.1 MI; 9. AT HAYWARD, WI TURN LEFT
ONTO WI-77/WI-27, 3.6 MI; 10. TURN RIGHT ONTO WI-27, 1.9 MI; 11,
LOOK FOR ACCESS ROAD ON RIGHT EAST SIDE OF WI-27, WITH
TOWER PEEKING OVER TREES
SHEET
Na
SHEETINDEX i
DESCRIPTION: REV: DATE: BY:
-
TITLE SHEET 0 9/30=6 j EDNA
GENERALNOTES 0 9/30/2025 EDNA
G-001
G-002
C-101
DETAILED SITE PLAN
0
0
0
9/30/2025
9/30/2025
EDNA
EDNA
EDNA
C-201
TOWER ELEVATION
C401
ANTENNA INFORMATION & SCHEDULE
9/30/2025
9/30/2025
C-501
CONSTRUCTION DETAILS
0
EDNA
E-501
GROUNDING DETAILS
0
9/30/2025
EDNA
E-601
PANEL SCHEDULE
0
9/30/2025
EDNA
SUPPLEMENTAL SHEETS (3 PAGES)
AMEFUCAN 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
A, __F4R Cn{ STII LK"ON EDNA 9/30/2025
A—
-
A
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD,WI 54843
SEAL:
Io
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SANTHOSHA �=
SHANBHOGUE
E-49097
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.n NC `�
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liysigned
ianthosCld
bySanthosha
;hanbhog Shanbhogue
Date: 2025.09.30
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ATC PROD #:
15361603_GO
OUST ID:
HAYWARD WI-ATC 311256
OUST
Al N0947A
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
BUILDICO-LOCATE ONLY)
B ACITELCO INTERFACE BOX(PPC)
C ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
D TONERS, MONOPOLES
E TOWER LIGHTING
F GENERATORS 6 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 WTH WEATHERPROOFING KITS
L TRANSMISSION LINE GROUND KITS
M HANGERS
N HOISTING GRIPS
O BTS EQUIPMENT
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
28 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
2 THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL
COMPLETE INSTALLATION OF THE SITE INCLUDING. BUT NOT LIMITED TO, SUCH
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, 28
ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,
COPPER -CLAD ORXIT 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, NON-STANDARD ANTENNA FRAMES AND
ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO 29
THE DRAWINGS AND SPECIFICATIONS IT IS THE POSITION OF 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 30
CODES, INCLUDING ANSIAEIAITIA-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 REWIRED
INSPECTIONS
S 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
t DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS
B. 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
MEN 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
COMPLETION OF PROJECT SHALL NOT OBSTRUCT, TRAP, LOOSEN, OR OTHERWISE
CAUSE FAILURE TO MEET MANUFACTURER INSTALLATION REQUIREMENTS FOR THE
SAFETY CLIMB.
CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WTH
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
NECESSARY SAFETY DEVICES INCLUDING PPE AND FIRM 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 NARK 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-OBILE 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
33 IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF
MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES ANDIOR
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 AREAS 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 REWIRED 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
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.
14 CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
OF THE T-MOBILE CONSTRUCTION MANAGER,
15 ALL CABLEICONDUIT ENTRYIEXIT PORTS SHALL BE WEATHERPROOFED DURING
INSTALLATION USING A SILICONE SEALANT.
16 WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,
CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORD
IMMEDIATELY
�t 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 WTH 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 POF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK
35 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 COAXIALIHYBRID CABLES ARE FURNISHED BY T-MOBILE UNDER A
SEPARATE CONTRACT THE CONTRACTOR SHALL ASSIST ANTENNA
INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS
ERECTION ON
SHALL BE RESPONSIBLE FOR THE PROTECTION OF
PERSONNEL
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 COAXIAUHYBRID CABLES AND TERMINATING BETWEEN ANTENNAS AND
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WEATHERPROOF ALL
CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS
REQUIREMENTS. TERMINATE ALL COAXIAL/HYBRID CABLE THREE (3) FEET IN
EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED
21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WTH 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 #B GREEN GROUND WRE'DAISY CHAIN' CONNECTIONS ARE TO BE
WEATHER SEALED WTH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT
#221213 OR EQUAL
B ALL COAXIAUHYBRID CABLE GROUNDING KITS ARE TO BE INSTALLED ON
STRAIGHT RUNS OF COAXIAUHYBRID CABLE (NOT WITHIN BENDS)
ALL DISCREPANCIES FROM WHAT 15 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.
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
RE``V DESCRIPTION BY DATE
//AD FOR C0N9MWTI0N EDNA w30/2025
A
A/�
A
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD,WN 54843
SEAL:
►►�111i�HI111I1��,
°Hsi'''%,
ma's
SANTHOSHA
SHANBHOGUE
E-49097
Svc CARY w=
IIM
Digitally Signed 2025-09-30
T - -Mobile
ATC PROD, M
1638tS93_GO
CUST. ID:
HAYWARD WN-ATC 311256
OUST. #:
JAIMM7A
GENERALNOTES
SHEET NUMBER:
REVISION:
G-002
0
I
SITE PLAN NOTES:
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.
LEGEND
® GROUNDING TEST WELL
ATS AUTOMATIC TRANSFER SWITCH
B BOLLARD
CSC CELL SITE CABINET
D DISCONNECT
E ELECTRICAL
F FIBER
GEN GENERATOR
G GENERATOR RECEPTACLE
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
PROPOSED CABLE NOTES:
1 ESTIMATED LENGTH OF PROPOSED CABLE IS 286'.
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
IS% (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)
— — x c x
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SURFACEI l<
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X
X
I 4CL
13
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SELF SUPPORT
TOWER
It* X 26'
SHELTER
1 DETAILED SITE PLAN
GRAPHIC SCALE N 7u a fa z0
(IN FEET)
1 UNIT =20 FEET
xt x
EXISTING T-MOBILE
8' X 8' PLATFORM 1
WITHIN A
10' X 12' GROUND SPACE R-80
(MODIFIED AS REQUIRED FOR
UPGRADE FROM 8790AH-SR-T 6X24
TO PHZY 3-SEC LB+M B+TDD
CONFIGURATION)
PROPOSED (1) ABIP INSIDE EXISTING CABINET
- - EXISTING NOKIA BATTERY
CABINET TO REMAIN
EXISTING NOK14 SSC 600A
SUPPORT CABINET TO REMAIN
EXIS71NG (1) 2.00" HYBRID TRUNK 6124
4AWG 90M
(TO REMAIN)
PROPOSED (1) 2 00" HYBRID TRUNK
6124 4AWG 90M
(SEE PROPOSED CABLE LENGTH
NOTES ON THIS PAGE FOR LENGTH
AND ROUTING GUIDELINES)
i'.
AMERICANTOWER* -
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511 �?
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
/0, FOR CONSTRUCTION EQNA_2
n
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI-ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD,WI 54843
SEAL:
■ lkIIIII)1111I'
li
SANTHOSHA
SHANBHOGUE
E-49097
�v CARY w
�O.e■ N *"?r
,,,���►0IN
IIl11f11�t■■■ ■■
Digitally Signed: 2025-09-30
T --Mobi.lew
ATC PROD. 0: 15361603 GO
DUST. ID: I HAYWARD WI-ATC 311256
OUST.#: JAIND947A
DETAILED SITE PLAN
SHEET NUMBER: REVISION:
C-101 0
C
TOP OF EXISTING
kiGk1EST .4PPt11�tL•'AEM'C'!'
TOP OF EXISTIA
I
EXISTING AND
1 2 PROPOSED T-MOBILE
6p EQUIPMENTAND
MOUNT MODIFICATIONS
EXISTING (1) 2.00" HYBRID TRUNK 6124
4AWG 90M
(TO REMAIN)
PROPOSED (1) 2.00" HYBRID TRUNK 6124
4AWG 90M (286)
(SEE CABLE NOTES ON C-101)
TOWER ELEVATION
SCALE: N T S
EXISTING CARRIER ANTENNAS
RAD CENTER ® ELEV 246
EXISTING T-MOBILE
RAD CENTER ® 230'
EXISTING TOWER
rxfsn ' CRAbF f�
ELEV ❑' —11117
PER MOUNT ANALYSIS COMPLETED BY ATC,
DATED 8/27125, 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
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 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
�0 FL7R CO��R �[�'jlpj�. EDNA 9I30/2025
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI-ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD,WI 54843
SEAL:
1111 fit".
l0
f+
``v
SANTHOSHA
SHANBHOGUE
E-49097
= CARY
�.n NC = =
OrNiAi``
Digitally Signed: 2025-09-30
M • -Mobile
ATC PROJ. #:
15361603 GO
CUST ID: HAYWARD WI-ATC 311256
COST.#: JAIN0947A
TOWER ELEVATION
SHEET NUMBER: REVISION:
C-201 0
EXISTING FFW-65C-R2N23
ANTENNA TO REMAIN
(1 PER SECTOR) (TYP, 3)
EXISTING AHLOA
RRU TO REMAIN
(1 PER SECTOR) (TYP. 3)
EXISTING TOWER
LOCATION
SECTOR I RAD I AZ I POS ANTENNA
ALPHA 1230' I 0' 1 A 1 I FFW-65C-R2N2
BETA 1 230' 1120' 1 81 1 FFW-65C-R2N2
GAMMA I230'l240'I C1 I FT-65C-R2N2
6�i
4HFll
EMAIN
ECTOR) (TYP. 3)
EXISTING SECTOR
MOUNT (TYP.)
I EXISTING ANTENNA PLAN N
SCALE: N T 8
PROPOSED AVHA ANTENNA
::u (1 PER SECTOR) (TYP. 3)
A2
EXISTING AHLOA -J
RRU TO REMAIN
(1 PER SECTOR) (TYP 3)
EXISTING TOWER -
C1
PER MOUNT ANALYSIS COMPLETED BY ATC,
DATED 8127125, 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
a
0
PROPOSED ANTENNAS AND OTHER EQUIPMENT.
- - EXISTING FFW-65C-R2N23
3
ANTENNA TO REMAIN
(I PER SECTOR) (TYP. 3)
Al
..
EXISTING AHFII
RRU TO REMAIN
(1 PER SECTOR) (TYP. 3)
- EXISTING SECTOR
MOUNT (TYP.)
02
R
B1
° PROPOSED MOUNT MODIFICATIONS
C2 (REFER TO SHEETS AT THE END OF
THIS PLAN SET)
�1 FINAL ANTENNA PLAN N
SCALE: N T 8
EXISTING ANTENNA SCHEDULE
3
3
3
NOTES
1. GC TO VERIFY THE FINAL RFDS
LOCATION
ANTENNASL"AARY
FINAL ANTENNA SCHEDULE
ANTENNA SUMMARY
_
NON ANTENNA SUMMARY
NON ANTENNA SUMMARY
MECH/ELEC
BAND STATUS
ADDITIONALTOWERMECHIELEC
STATUS
MATCHES THE FINAL
CONSTRUCTION DRAWINGS
AZ
POS
ANTENNA
SECTOR
RAID
BAND
STATUS
ADDITIONAL TOWER
STATUS
D-TILT
MOUNTED EQUIPMENT
GC TO NOTIFY ATC PM OF ANY
DISCREPANCY PRIOR TO
0.TILT
MOUNTED EQUIPMENT
N600, L700, L600,
N600, L700, L600,
L2100, L 1900,
0%2-
RMN
AHLOA
RMN
INSTALLING THE EQUIPMENT.
Al
FFW-65C-R2N23
L2100, L 1900,
0%2-
RMN
AHLOA
RUN
N1900, LAWS3,
AHFII
RMN
2 GC TO CAP ALL UNUSED
ALPHA
230'
0°
N1900, LAWS3,
AHFII
RMN
PORTS.
3. GC TO CONFIRM SPACING OF
N600, L700, L600,
A,2
AVHA
N2500
0°/2°
ADD
-
L2100, L 1900,
0%2'
RMN
AHLOA
RMN
PROPOSED EQUIP DOES NOT
CAUSE TOWER CONFLICTS
N600, L700, L600,
N 1900, LAWS3,
N2100
AHFII
RMN
NOR IMPEDE TOWER CLIMBING
PEGS.
STATUS ABBREVIATIONS
BETA
230'
120°
81
FFW-65C-R2N23
L2100, L 1900,
N1900, LAWS3,
N2100
0%2'
RMN
AHLOA RMN
AHF11 RMN
NW0, 1. 700, L 6170,
f 2100, L 1900,
0%2'
RMN
AHLOA
RMN
82
AVHA
N2500
0•/2°
ADD
NT!1W LAWS3,
N2100
AHFII
RMN
RMV: TO BE REMOVED
RMN: TO REMAIN
AHLOA RMN
C7
FFW-65C-R2N23
N600, L700, L600,
L2100, L 1900,
0%2'
RMN
REL: TO BE RELOCATED
GAMMA
230'
240°
N1900, LAW53,
AHFII RMN
ADD: TO BE ADDED
N2100
c2
AVHA
N2500
0°/2°
ADD
CABLE LENGTHS FOR JUMPERS
JUNCTION BOX TO RRU: 16-
RRU TO ANTENNA: 10'
EXISTING FIBER DISTRIBUTION I OVP BOX EXISTING CABLING SUMMARY
MODEL NUMBER STATUS CABLE CITY, SIZE, TYPE STATUS
(1) 2.00" HYBRID TRUNK 6124 4AWG RMN
90M
FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY
r n MODEL NUMBER STATUS CABLE CITY, SIZE, TYPE STATUS
I EQUIPMENT" SCHEDULES - _ (1) 2.00" HYBRID TRUNK 6/24 4AWG RMN
,1 90M
- - (1) 2.00" HYBRID TRUNK 6124 4AWG 90M ADD
a
m
AMERICAIV TOWER'
ATC TOWER SERVICES LLC
1 FENTON MAIN -j
SUITE 300 n.
CARY, NO 27511 ti
PHONE: (919) 468-0112 a
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS U
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR 2
WHICH THEY ARE PREPARED ANY USE OR c
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER c9
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 18SUPERSEDED BY
THE LATEST VERSION
REV, DESCRIPTION BY DATE
Q FOR QONSTRUGTION EDNA VM=25
0
-
^A-
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI-ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD,W154843
SEAL:
��11l1t11111111111j
\SC
•�°
SANTHOSHA
SHANBHOGUE
E-49097
= CARY W
NC ,Z4%,
tl�ffjj1111111
Digitally Signed: 2025-09-30
T - -Mobile
ATC PROJ. A
15201 S03 D0
CUST.ID:
HAYWARD WI-ATC 311255
OUST. p:
lAlNO947A
ANTENNA INFORMATION
& SCHEDULE
SHEET NUMBER: REVISION:
C-401 0
EXISTINGIPROPOSED MOUNTS AND/OR MOUNT
MODIFICATIONS NOT SHOWN FOR CLARITY. REFER TO
ANTENNA PLANS, MOUNT ANALYSES AND/OR MOUNT
MODIFICATION DOCUMENTS FOR ADDITIONAL DETAIL
PROPOSED ANTENNA
W/BRACKET PER
MANUFACTURER
EXISTING OR PROPOSED
MOUNTING PIPE
PROPOSED 513 ANTENNA MOUNTING DETAIL - TYPICAL
SCALE: N T S
a
id
AMERICANTOWeR'
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511 f
PHONE: (919) 468-0112 a
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS y
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED, ANY USE OR c
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 W30/2025
A-
A
A
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI-ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD.W154843
SEAL:
��•`' co Ns �'''f•,
SANTHOSHA
SHANBHOGUE
E-49097
= CARY
NC
111
Digitally Signed: 2025-09-30
T • -Mobile
ATC FROJ. V. 15381603 GO
CUST- ID: HAYWARD WI-ATC 311256
CUST. V. JAIN0947A
CONSTRUCTION
DETAILS
SHEET NUMBER: REVISION:
C-501 0
PROPOSED ANTENNA
EXISTING
ANTENNAS � _
` PROPOSED JUMPER
PROPOSED CONNECTOR AND
TO EXISTING-_-. — — WEATHERPROOFING KIT
ANTENNA MASTS ,+ PROPOSED WEATHERPROOFING KIT
EXISTING COAX _
GROUND KITS - ' _ PROPOSED CABLEji
2
1 GROUND KIT •6Qs
=�
ANTENNA CABLE TO
CABINET (TYP.)
4
#6 AWG STRANDED CU
\ 5 WIRE WITH GREEN, 60OV,
1 THWN INSULATION
GROUNDING -
CONNECTION TO
EXISTING TMA,
�\ I
EXISTINGGROUNDING
GROUND BAR MOUNTED
TO }� 50
,y. NEARIBELOW ANTENNA
LIGHTNING (TO BE INSTALLED IF -
PROTECTION SYSTEM REQUIRED)
NOTES: '
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
�Z TYPICAL ANTENNA GROUNDING DIAGRAM
�� SCALE: N T S
TO ANTENNA
ANTENNA CABLE 2 1/2"0 MAX
GROUNDING KIT PER CABLE
MANUFACTURER'S RECOMMENDATIONS
(ANDREW OR APPROVED EQUAL)
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
f0 GROUND BAR
TO EQUIPMENT
GROUND KIT NOTES:
1 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO GROUND BAR,
2 CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART
NUMBER 221213) AND INSTALLITAPE PER MANUFACTURER'S SPECIFICATIONS
CABLE GROUND KIT CONNECTION DETAIL
�� SCALE: N T S
STANDARD CONDUIT USE TABLE
C ONURMC
USE CASE
LOCATION
USE CASE EXAMPLE
TYPEIT
I
ABOVEGROUND
(METALLIC)
AC, DC COMM
ABOVE GROUND
PPC TO SSC
UNDERGROUND PPC TO SSC OR BACKHAUL
PVC
AC POWER
UNDERGROUND
TRANSPORT HUB TO SSC
MAX 8' PER CONDUIT RUN, TIGHT LOCATIONS BETWEEN HUB AND CONDUIT BUT NOT
LFMC
AC, DC, COMM
ABOVE GROUND ONLY
TO BE USED WHERE IT CAN BE STEPPED ON
EMT
INDOOR AC, DC
INDOOR NOT EXPOSED TO THE OUTDOOR
CIRCUIT PANEL TO JUNCTION BOX
COMM
ENVIRONMENT (MUST BE DRY)
LFNC
GROUND
CONCEALING AND P TING BTCW RISERS
GROUND RING TO MGB OR SEC
WIRE
ONLY
EXCEPTION CONDUIT USE TABLE
CONDUIT
USE CASE
LOCATION I
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
OUTDOORIINDOOR
NONMETALLIC
NEC
PER NEC
ABOVE GROUND
METALLIC RMC, MUST MEET OR EXCEED FEDERAL SPEC:
(ALUMINUM)
GUI
V V-G-540C, UL-0A, ANSI C80.5, NEC 344.10 (A) ALLOWS
THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS
, CONDUIT USE TABLES
PROPOSED CABINET
#2 AWG STRANDED
GREEN
INSULATED COPPER
CONDUCTOR
I
�I
1
— EXISTING EQUIPMENT
GROUND BAR (TYR)
r,�\ CABINET GROUNDING DETAIL
SCALE: N T S
3a, x I'1n" SS BOLT 3/8" SS LOCK WASHER
(EACH SIDE) (EACH SIDE)
az lz °0 o
o sr A 9
�r - ' 1/4" X 4" X 8" GROUND BAR
(ERICO PIN: EGBA14406CC OR EQUAL)
TWO -HOLE LUG, TO BE USED
WITH #2 AWG BCW
(LOWER TOWER GROUND
BAR ONLY)
GROUND BAR NOTES:
1 GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,
WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S)
2 GROUND BAR TO BE BONDED DIRECTLY TO TOWER,
3l TOWER GROUND BAR DETAIL
SCALE: N T S
ELECTRICAL NOTES:
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.
1
VOLTS OCPD SIZE WIRE SIZE GROUND CONDUIT
80A2P 3aKi AWG #8 AWG 1-1/4'
20240V 1002P 3-#2 AWG #B AWG 1-1/4'
OR 125Al2P 34MOAWG #SAWG Z'
0/208V 150AQP MOO AWG #8 AWG 2"
20QA2P UM AWG #a AWG 2'
BOA2P 2al3 AWG #6AWG 1-1/4'
240V 10aw 2-02 AWG #8 AWG 1-1/4'
OR 125A2P 24M/O AWG BB AWG 2'
208V 150A2P 24/3I0 AWG #B AWG 2"
I 20OA2P 2-#3/O AWG tb AWG Y
ELECTRICAL NOTES
a?
ANIERICANTOWER• WS
ATC TOWER SERVICES LLC 6
1 FENTON MAIN'
SUITE 300 -•
CARY, NC 27511 O
PHONE: (919) 468-0112 d
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR n
WHICH THEY ARE PREPARED ANY USE OR c
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER Ij
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
QO FQA-QQNSTRUCTION EDNA 9 MIY
A
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI-ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, W 154843
SEAL:
SANTHOSHA
SHANBHOGUE
E-49097 �=
w CAW w
N
`4*1
11rrllrrl1111111���
Digitally Signed: 2025-09-30
T --IVlVUllq-,-
ATC PROJ MI 15361602LGO
CUST. ID: HAYWARD WI-ATC 3112M
CUST.#: AlNO947A I
GROUNDING DETAILS
SHEETNUMBER: REVISION:
E- 1 0
ELECTRICAL NOTES
a?
ANIERICANTOWER• WS
ATC TOWER SERVICES LLC 6
1 FENTON MAIN'
SUITE 300 -•
CARY, NC 27511 O
PHONE: (919) 468-0112 d
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR n
WHICH THEY ARE PREPARED ANY USE OR c
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER Ij
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
QO FQA-QQNSTRUCTION EDNA 9 MIY
A
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI-ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, W 154843
SEAL:
SANTHOSHA
SHANBHOGUE
E-49097 �=
w CAW w
N
`4*1
11rrllrrl1111111���
Digitally Signed: 2025-09-30
T --IVlVUllq-,-
ATC PROJ MI 15361602LGO
CUST. ID: HAYWARD WI-ATC 3112M
CUST.#: AlNO947A I
GROUNDING DETAILS
SHEETNUMBER: REVISION:
E- 1 0
SANTHOSHA
SHANBHOGUE
E-49097 �=
w CAW w
N
`4*1
11rrllrrl1111111���
Digitally Signed: 2025-09-30
T --IVlVUllq-,-
ATC PROJ MI 15361602LGO
CUST. ID: HAYWARD WI-ATC 3112M
CUST.#: AlNO947A I
GROUNDING DETAILS
SHEETNUMBER: REVISION:
E- 1 0
PANEL TYPE LIGHTING & APPLIANCE
SYSTEM 120/24OV, 10, 3W, 24 CKT
LOCATION: TENANT EQUIPMENT LEASEAREA
DESIGNATION: TENANT PANEL MOUNTING: SURFACE
MAIN BREAKER(MB): 200A
ENCLOSURE NEMA 3R
MAIN BUS RATING: 200A
PANEL NOTES: EXISTING
MN A 10. RATING: WA
CONNECTED
FEEDER OR BRANCH CIRCUIT
FEEDER OR BRANCH CIRCUIT
CONNECTED
LOAD(kVA)
BRIEF DESCRIPTION
BREAKER
CIRCUrr
POLE
NO
POLE
NO.
CI
I BREAKER
BRIEF DESCRIPTION
LOADNVA)
A
B
AMPS
POLES
WIRE
GND
COND.
COND.
GND
WIRE
POLES
AMPS
A
B
❑18
GFCI INTERNAL
15
1 1
( 1
3
2
QOD
011,
GFCI EXTERNAL
15
1 1
3 1
3
3
4
S
2
150
SSCN2150A
7�
7.2D
0.50
1ECHLK#iT
2f1
1
5
3
0.00
7
B
0.00
0.00
9
10
R00
0.00
11
12
ODD
O.00
13
14
0.00
0.D0
15
18
O.DO
Q W
17
3
18
2
ISO
SSC M7 150A
720
7.Z0
0.00
19
O.OD
_
21
22
Q.00
p,pp 23
24
O.W
07 0.2 A
B TOTAL
144 144
15.1
14.8 7A7 CONNECTED LOAD (WA)
1 .1
14.8 29.7 DEJA Nn LOAD(kVA)
DERATING FACTOR(80%)
CIRCUIT NOTES
DEMANDLOAD SIZING:
154 AMPS
1) PANEL SCHEDULE BASED ON NFO PROVIDED TO AR IF PANEL HAS DIFFERENT EXISTING LOADS THAN
SHOWN, STOP WOW AND CONTACT FOR
2) EXISTING CIRCUIT, UNKNOWN LOAD, MAX DEMAND ASSUMED FOR LOAD CAPACITY ASSESSMEM,
3) EXISTING CIRCUIT, KNOWN LOAD FOR LOAD CAPACITY ASSESSMENT
4) PROPOSED CIRCUIT, KNOWN LOAD FOR LOAD CAPACITY ASSESSMENT
5) EXISTING CIRCUIT DEMdD.
S) EXISTNGC97CUITDEMO'D, BREAKER REPLACED AS SHOWN A NO CIRCUIT AS PROPOSED, MAX DEMAND FOR LOAD CAPACITY ASSESSMENT
7) EXISTINGCMCUTDBIO'D, BREAKER REPLACED AS SHOWN AND CIRCUIT AS PROPOSED, KNOWN LOAD FOR LOAD CAPACITY ASSESSMENT
;1 PANEL SCHEDULE
I
ELECTRICAL NOTES:
1. 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
A,
AM0PJCAN 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
/O^0 —.F48I� CORUCTION.. gDNA 1p3W2n29
L.\
An
L`
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI-ATC 311256
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD,WI 54843
SEAL,
SANTHOSHA
SHANBHOGUE
=� E 7 CARY w
So
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Nell
VON
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Digitally Signed: 2025-09-30
T •-Mobilew
ATC PROD.M 15381503-00
CUST ID: 114AYWAnD WI-ATC 311256
CUST.IV JAINO847A
PANEL SCHEDULE
SHEET NUMBER: REVISION:
E-601 0
Proposed RAH Equipment
rmpuer_ PI►+er_s.s�, Le.rde»Too
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tuaw Tcp mound
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CABINET CONFIGURATION
56r9CElIFI erl 'rl!
' For 5G and LTE Airscale B9 dimensioning refer to Fib Part matrices.
(Alpha, Beta & Mamma) G
u' Me°v" FDD - Lowban 1
Pxdr» AnOuw
912 (L700) — S MHz
lie B71(L600) —10 MHz
;jj j B71(N600) —15 MHz
I Mt1iln•+�1
lvrglQ
$ I 6 S' » % ! l
AHLOA I AHFII
7M4600 AWS+PCS
FDD - Mldband
84/8% (L2100) — 20 MHz
B66 (N2100) — 20MHz
52 (L1900) — 20 MHz
B25 (L1900) — 20 MHz
925 (N 1S00) — 20MHz
SRAN — GSM PCS
TDD - Bend 41
N41(2,5GHz)—100MHz
+80MHz
6K24
16xz�
Hybrid
l Hybrid }
F5ti AkIM
. ---
r SRAN LTE
1
i I
LTE FDDITDD
Alrscelel
2 ANTENNA CONFIGURATION
NOTE: THIS SHEET CREATED BY OTHERS AND THIS SHEET CREATED BY OTHERS AND PRO%ADED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
SUPPLEMENTAL
SHEET NUMBER: REVISION
R-601 1 0
TIRELESS
B.24
PAILWETEEINl VAUJE
NfM PGL 0 M1iCIE5 1.7E
L�OS'i- OTIf3N AREA S7 LAK INL'Ha2 Ad
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SINGLE MODE
X46-
FLAME RESISTANT
FILLERS
4 AWG COPPER
CONROGATED
CONDUCTOR X12
COPPER ARIAOR
RIP CORD
PVC: OUTER JACKET
IM 4AYFrER VALJE
NOMINAL C N !.L1 1.67
CROSS-SECTION A SOU N_E IHL'FIE3Y Y•04
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[6N24) PYBR(O TRUNK ENIITLEIAl:NI INFORMATION
46AIY N.Ts. 11' . 17' SCALE N.T.S. 3
HYBRID TRUNK INFORMATION (6X24) SCALE: N.T.S
MANUFACTURER: NOKIA
MODEL ABIP 475792A
DIMENSIONS: 98"X 667'X 1433" (HX W X D)
WEIGHT: 4 41 LBS
L4m
FINICnON
CONNEOTOR 7YPE
IADOMOKAL
RF1 TO RF12
SFP56
ECMPo CFNtl
I TO
RADIO UNIB
14-W
SIDE VEW
ABIP DETAIL
L SCALE: NIT S.
mum
IKlNIA
- mm
OND4 1110'dFIL Y114D
PLI$ _ m7r x.�
a9.11
41 Al i 7.13' N 7D.' as aAT
3 39614-AVHA B41 MASSIVE MIMO
SCALE: N T S
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT
SUPPLEMENTAL
SHEET NUMBER: REVISION
R-602 0
"AL
AMERICAN TOWER*
C O R P O R A T 1 0 N
Mount Type
7 ft V-Frame
ATC Asset Name
HARD ROCK WI
ATC Asset Number
311256
Engineering Number
15361603_C8_.01
Mount Elevation
229.5 ft
Proposed Carrier
; T-Mobile
Carrier Site Name
Hayward WI-ATC 311256
Carrier Site Number
AlN0947A
Site Location
12454 North State Highway 27
Hayward, WI 54843-7319
46.083513,-91.513339
County
Sawyer
Date
August 26, 2025
Max Usage
84%
Analysis Result
Contingent Pass
Prepared By:
Claire Chen
Structural Engineer I
Illtnl3y
••jgC OH....
%� tigHA K. y
45661 i1 B
CARY
No
Esha`�'�
,; �aigadi
MOdIate:2025J}8.27
U 1554:14 -04'00'
ATCT—Servkm. I Fenton Main, Sutra 300-Cary, NC 27511.919.466.0112 Glib. 919.466,S4I4 Fax-xnnvameanntewecram
ODA- 4069-11
Eng. Number 15361603 C8 01
August 26, 2025
A1w111CAN lowelw• Page 3
Introduction
The purpose of this report is to summarize results of the mount analysis performed for T-Moblle at 229.5 ft.
Supoortina Documents
SpeciFicatinns Sheet:
ALT 211fiR-7, dated May 18, 2018
Prol,lous All aly515:
TEP Project 3l14907583 CS_01, dated October29, 2024
Hadla Frequency Data Sheet:
RFDS ID NAIN0947A, dated July 25, 2025
nelerence Ilhntvs:
Site photos from 2025
Analysis
This mount was analyzed using American Tower Corporation's Mount Analysis Program and RISA-3D
➢asic Wlnd 5pead:
107mph 13-Serand Gust)
➢aalc WTndSFeed wJ lee:
54 mph 13-Second Gustl w/ 1.62" radial Ice concurrent
Codes:
ANSIjTIA-222.1 / 20151BC1 Wisconsin Commercial8ulldinH Code
fkposureCatugory:
C
Al sir C a to go ry I
u
TapogmpW,, FMcr Pmm&re:
Method 1
feature:
flat
Crest Halght (4);
0 ft
Crest Length (L):
0 ft
Spettral Respume:
Sds=0,049. SdI =0.022
Site Mass;
Default
UL e L r ads;
Lm = 500 1bs, Lv = 250 Ibs
•IHe I—dryI rrdu1lnn N xenlbmao to eelwrnas VUR wnot be soluble
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:
Install P2 (2.375a It 120") In mount pipe position 1 to be located 3" from left end of mount face
looking out from tower. Connect with Site Pro 1 UB1212 (or approved equivalent) U-Bolts.
No structural failures were addressed with the noted contingencies. Contingencies address
Carrier's antenna spacing requirements.
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.
MOUNT ANALYSIS
ATCT—Spxhe-IFenton Maln,SUIN300-Cary,NC27511-919.465.0112OMce- 919.466.S414Fm- nww rksr"w cem
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,
p
n
s7
iC
L7
a
U
e
0
SUPPLEMENTAL
SHEET NUMBER:
REVISION
R-603
0