HomeMy WebLinkAbout014-942-32-1106-LUP-2024-572Wi1=190Area
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(Nelson Lake
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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/ AMND)
2015 WISCONSIN MECHANICAL CODE (IMC 2015 W/ AMND)
2018 WISCONSIN UNIFORM PLUMBING CODE (UPC)
2015 WISCONSIN ENERGY CONSERVATION CODE (IECC 2015
W/ AMND)
2015 WISCONSIN FIRE CODE (IFC 2015 W/ AMND)
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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AMERICAN 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 CAPACITY-L1900 AMENDMENT PLAN
6790AH
SR T 6X24 CONFIGURATION
PROJECT SUMMARY
PROJECT DESCRIPTION
SHEET INDEX
SITE ADDRESS:
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
SHEET
NO:
REV:
DATE: BY:
DESCRIPTION:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
TOWER WORK:
G-001
0
1V20/2024 EDNA
TITLE SHEET
COUNTY: SAWYER
GEOGRAPHIC COORDINATES:
LATITUDE: 46.08347843
46° 5' .522" N
LONGITUDE:-91.51332847
910 30' 47.982" W
REMOVE (6) ANTENNA(S), (2) RRU(S), (1) COVP, AND (1) 1-5/8" NSN
HIGH CAP HCS CABLE
INSTALL (3) ANTENNA(S), (3) RRU(S), AND (1) 2.00" HYBRID TRUNK
6/24 4AWG 90M CABLE
EXISTING (3) RRU(S) TO REMAIN
GROUND WORK:
REMOVE (1) H-FRAME, (1) MODULE STAND, (2) AMOB(S), (1) COVP,
(1) DELTA SSC CABINET, (1) ASIK, (1) FSMF, AND (1) CSR 7705 SAR A
G-002
G-101
C-102
C-201
11/20/2024 EDNA
11/20/2024 EDNA
GENERAL NOTES
0
DETAILED SITE PLAN
0
DETAILED EQUIPMENT PLAN
0
11I20/2024 EDNA
11/20/2024 EDNA
TOWER ELEVATION
0
ANTENNA INFORMATION &SCHEDULE
GROUND ELEVATION: 1322' AMSL INSTALL (2) ASIL(S), (1) ASIA, (4) ABIL(S), (2) AMIA(S), (1) CSR IXRE
V2, (1) DELTA HPL3.05 600A DC CABINET, AND (1) DELTA LB3
C g01
0
11/20/2024 EDNA
0
BATTERY CABINET
EXISTING (1) ASIA,_(2) ABIA(S), AND {1) ABIL TO BE RELOCATED —
C 501
CONSTRUCTION DETAILS
11/20I2024 EDNA
0
PROJECT NOTES
E-501
GROUNDING DETAILS
11/20/2024 EDNA
0
1. THE FACILITY IS UNMANNED. I
E-601
PANEL SCHEDULE & ELECTRICAL SCHEMATIC
11/20/2024 EDNA
PROJECT TEAM
2• A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A
MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
SUPPLEMENTAL SHEETS (9 PAGES)
- — -
_
3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
TOWER OWNER: APPLICANT:
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL
AMERICAN TOWER T-MOBILE CENTRAL LLC
IS REQUIRED.
10 PRESIDENTIAL WAY ATTN: BILAL BATROUKH
5. HANDICAP ACCESS IS NOT REQUIRED.
WOBURN, MA 01801 1400 OPUS PLACE
DOWNERS GROVE, IL 60515
ENGINEER:
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
ATC TOWER SERVICES LLC
COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF
_
1 FENTON MAIN, STE 300 TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL
CARY, NC 27511 CHANGE UNDER CFR § 1.61000 (B)(7).
PROPERTY OWNER:
PROJECT LOCATION DIRECTIONS
TREVOR J WHYTE
12454 NORTH STATE
HIGHWAY 27
HAYWARD, WI 54843
FROM NORTHBOUND 1-35W IN MPLS 55408 GO 26.8 MI: I45W N
BECOMES 1-35 N, 37.9 MI. TAKE THE MN-70 EXIT, EXIT 165, TOWARD
ROCK CREEK/GRANTSBURG. TURN RIGHT EAST ONTO MN-70
(CROSSING INTO WISCONSIN), 10.6 MI. MN-70 BECOMES WI-70, 19.7
MI. AT SIREN, WI TURN LEFT ONTO 2ND AVE/WI-35ANI-70. CONTINUE
—.
TO FOLLOW WI-70 E, 2.5 MI. TURN RIGHT TO STAY ON WI-70 - 0.1
MILES PAST LIND RD, GO 23.7 MI. AT SPOONER, WI TURN LEFT
ONTO US-63/N RIVER ST. CONTINUE TO FOLLOW US-63 N, GO 28.1
MI. AT HAYWARD, WI TURN LEFT ONTO WI-77ANI-27, 3.6 MI. TURN
RIGHT ONTO WI-27, 1.9 MI. LOOK FOR ACCESS ROAD ON RIGHT
EAST SIDE OF WI-27 WITH TOWER PEEKING OVER TREES.
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AMIERICANTO vow c
ATC TOWER SERVICES LLC L
1 FENTON MAIN -
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4069-11
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THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR i
WHICH THEY ARE PREPARED. ANY USE OR •+
DISCLOSURE OTHER THAN THAT WHICH RELATES i
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.
IREV. DESCRIPTION BY DATE
A0 FOR CQNSTRUGMN EDNA!1/2p/2Q24
0 _
0 --
0
o_
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:
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SHANBHOGUE =
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Date: 2024.11.20
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ATC PROJ. #:
14907583_GO
CUST. ID:
HAYWARD WI-ATC 311256
CUST. #: 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
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 S LIQUID PROPANE TANK
G ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING
H ANTENNAS (INSTALLED BY OTHERS)
I. TRANSMISSION LINE
J. TRANSMISSION LINE JUMPERS
K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
L TRANSMISSION LINE GROUND KITS
M HANGERS
N. HOISTING GRIPS
O. BTS EQUIPMENT
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
WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT
#221213 OR EQUAL,
B. ALL COAXUIL/HYBRID CABLE GROUNDING KITS ARE TO BE INSTALLED ON
STRAIGHT RUNS OF COAXIAL/HYBRID CABLE (NOT WITHIN BENDS)
ELECTRICAL NOTES:
1 ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR.
STRUCTURAL DESIGN SHALL BE PERFORMED BY GENERAL CONTRACTOR ELECTRICAL
CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL
AND STATE CODES AND NATIONAL ELECTRICAL CODE,
26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. 2
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 46 HOURS IN ADVANCE OF
POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR
SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND
ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES,
CONDUITS SIZES ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF
THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL
CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS, IN SOME EVENTS, IT
MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE
CAPACITY OF THE EXISTING SERVICE THIS IS NOT THE RESPONSIBILITY OF CONCORDIA.
IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE
APPROVAL 3
CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM,
26
WHEN THE PROJECT SCOPE REQUIRES THE USE OF THE SAFETY CLIMB, THE GENERAL
ALL UTILITIES AND GROUND LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN
ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,
CONTRACTOR SHALL ENSURE THE SAFETY CLIMB IS FREE OF OBSTRUCTIONS, NOT
THE COURSE OF CONSTRUCTION.
COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND
RUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT, IS VISUALLY
DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,
TAUT, MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, AND IS FIRMLY SECURED
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
AT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION.
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.
COMPLETION OF PROJECT SHALL NOT OBSTRUCT, TRAP, LOOSEN, OR OTHERWISE
THE DRAWINGS AND SPECIFICATIONS IT IS THE POSITION OF T-MOBILE TO APPLY FOR
CAUSE FAILURE TO MEET MANUFACTURER INSTALLATION REQUIREMENTS FOR THE
PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED
SAFETY CLIMB.
PERMITS.
30
CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH
3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION
NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES
SPECIFICATIONS.
SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING,
TRENCH BOXES/SLOPING, BARRIERS, ETC.
4. CONTRACTOR SHALL CONTACT LOCAL 611 FOR IDENTIFICATION OF UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION
Al
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
5, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
INSPECTIONS.
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
6 ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND
EXPENSE TO THE OWNER'S SATISFACTION.
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TO THE ENGINEER
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
7 DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
SHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANY WORK FOUND BY
THE T-MOBILE REP TO BE OF INFERIOR QUALITY ANDIOR WORKMANSHIP SHALL BE
REPLACED ANDIOR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS
B. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
OBTAINED.
OTHERWISE NOTED.
33.
IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES ANDIOR
SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
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 46HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED
AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE
THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE
11 CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS
RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP.
DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK
35.
T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY
12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE
CT DOCUMENTS, EITHER BEFORE AFTER INSTALLATION AND THE
THE CONTRACTOR
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING.
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
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION ANTENNA INSTALLATION NOTES:
OF THE T-MOBILE CONSTRUCTION MANAGER
15. ALL CABLE/CONDUIT ENTRY/EXIT 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-
17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
16. 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.
1. WORK INCLUDED:
A ANTENNA AND COAXIAL/HYBRID 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 SUBCONTRACTOR 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 AND
PROVIDE PRINTOUT OF THAT TEST.
E. INSTALL COAXIALIHYBRID 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
TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED
SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL 2. ANTENNA AND COAXIAL/HYBRID CABLE GROUNDING:
ALL ITEMS PROVIDED.
A ALL EXTERIOR #6 GREEN GROUND WIRE -DAISY CHAIM CONNECTIONS ARE TO BE
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.
s
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AMERICAN TOWER• a
ATC TOWER SERVICES LLC Li
1 FENTON MAIN 71
SUITE 300 4
CARY, NC 27511 0
PHONE: (919) 460-0112 a
4069-11 10
N
THE USE AND PUBLICATION OF THESE DRAWINGS O
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
A0 ..fORCONSTRUCTION E0NA11I2012024
0 -
0
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 54643
SEAL:
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SANTHOSHA �•c
SHANBHOGUE
E-49097
70 CARY w
NC
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IN A1`1 `N'N"
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Digitally Signed: 2024-11-20
T • .Mobile-
ATC PROJ. #: 14907583_GO
CUST. ID: HAYWARD WI-ATC 311256
CUST.M AlNO947A
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. 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.
PROPOSED CABLE NOTES:
1. ESTIMATED LENGTH OF PROPOSED CABLE IS 300'.
ESTIMATED LENGTH OF CABLE WAS PROVIDED BY
CUSTOMER OR CALCULATED BY ADDING THE RAD
CENTER AND THE DISTANCE FROM THE SHELTER
ENTRY PLATE TO THE TOWER (ALONG THE ICE
BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF
15% (OF THE TWO PREVIOUS VALUES), CDS DEFER
TO GREATEST CABLE LENGTH.
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------ --- X
EXISTING
(1) 1-5/8' NSN HIGH CAP HCS CABLE
x (TO BE REMOVED)
x
EXISTING T—MOBILE
METER AND SERVICE
MAIN DISCONNECT
)A4] T
L
P
UT
` GRAVEL
SURFACE
x
PROPOSED (1) 2.00- HYBRID TRUNK
6/24 4AWG 90M CABLE
(SEE PROPOSED CABLE LENGTH
NOTES ON THIS PAGE FOR LENGTH
AND ROUTING GUIDELINES)
I'
SELF SUPPORT
TOWER
f
k�
r DETAILED SITE PLAN
GRAPHIC SCALE
Al 0 10 20
( IN FEET)
1 UNIT = 20 FEET
f
SHELTER
EXISTING T—MOBILE
8' X 8' PLATFORM/PLINTH 1 2
WITHIN A
10' X 12' GROUND SPACE so 10
(MODIFIED AS REQUIRED FOR
UPGRADE FROM 67001-iRol TO
6790AH SR T 6X24 CONFIGURATION)
GENERATOR
FILL POINT
f
iS
i
0
i
A
AMERlGAN 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
OQ— FOR CONSTRUCTION EDNA1112012024
0.
0-
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:
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SHANBHOGUE
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Digitally Signed: 2024-11-20
T - -Mobile
ATC PROJ. #: 14907683 GO
COST. ID:
HAYWARD WI-ATC 311256
COST. #:
Al N0947A
DETAILED SITE PLAN
SHEET NUMBER:
REVISION:
C-101
0
I
SITE PLAN NOTES:
1. CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD
EQUIPMENT. IF 80, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING
DEAD 2G (6201 CABS) EQUIPMENT.
2. ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY
3. ALL UNNEEDED I EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA.
DISPOSE OF MATERIALS PROPERLY OFF SITE.
EXISTING 10' X 12'
LEASE AREA
EXISTING COVP -
(TO BE REMOVED)
EXISTING H-FRAME -
(TO BE REMOVED) - — -
EXISTING
ICE BRIDGE — —
Y
i-
EXISTING -
(1) 1-518" NSN HIGH
CAP HCS CABLE
(TO BE REMOVED)
L
EXISTING AMOB J
(TO BE REMOVED)
EXISTING MODULE STAND
AND AMOB
(TO BE REMOVED)
EXISTING PPC
EXISTING H-FRAME
EXISTING
I GPS ANTENNA
I
A �
i
EXISTING 8' X 8'
PLATFORM
J�
EXISTING DELTA SSC
— _ I (TO BE REMOVED)
EXISTING (1) ASIA, (2) ABIA,
AND (1) ABIL
(TO BE RELOCATED)
EXISTING (1) ASIK, (1) FSMF,
AND (1) CSR 7705 SAR A
(TO BE REMOVED)
1 EXISTING GROUND EQUIPMENT LAYOUT
GRAPHIC SCALE
3 0 1.6 3 ■'
(IN FEET) 1`
1 UNIT = 3 FEET
T-MOBILE CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS.
EXISTING RELOCATED
(1) ASIA, (2) ABIA,
AND (1) ABIL
EXISTING
ICE BRIDGE
PROPOSED (1) 2.00" HYBRID
TRUNK 6/24 4AWG 90M CABLE
(SEE PROPOSED CABLE
LENGTH NOTES ON PAGE
C-101 FOR LENGTH AND
ROUTING GUIDELINES)
1 PF.
t-[SU7 HPL3.05 600A DC CABINET
(4) ABIL, (2) AMIA, AND (1)
CSR IXRE V2 INSIDE
PROPOSED HPL3.05 CABINET
2 PROPOSED GROUND EQUIPMENT LAYOUT
GRAPHIC SCALE
3 0 1.5 3 N
(IN FEET)
1 UNIT = 3 FEET
EXISTING PPC I
EXISTING
H-FRAME
EXISTING
GPS ANTENNA
EXISTING
8' X 8'
PLATFORM
EXISTING
10' X 12'
LEASE AREA
fA LB3
BATTERY CABINET -0
i
i
P
i
0
AMERICAN TOWER' {
ATC TOWER SERVICES LLC t
1 FENTON MAIN
SUITE 300
CARY, INC 27511
PHONE: (919) 468-0112
4069-11
c
r
THE USE AND PUBLICATION OF THESE DRAWINGS 9
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 EDNA11l20/2024
0
Z\
0
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:
ONS�N
t
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SHANBHOGUE
E-49097
CARY W zz
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Digitally Signed: 2024-11-20
T - -Mobile
ATC PROJ. #:
14907583 GO
COST. ID:
HAYWARD WI-ATC 311256
COST. #:
Al N0947A
DETAILED EQUIPMENT
PLAN
SHEET NUMBER: REVISION:
C-102 0
TOP OF EXISTING
HOIEST APPURTENANCE
RE
TOP OF EXISTII
ELE
2 1 /
D ;�0 PROPO
(1)1-5/8" NSN HIGH C)
(TO
PROPOSED (1) 2.00" HYB
4AWG 9
(SEE CABLE NI
TOWER ELEVATION
SCALE: N.T S
PER MOUNT ANALYSIS COMPLETED BY TEP,
DATED 10/29124, THE EXISTING MOUNT CAN
ADEQUATELY SUPPORT THE PROPOSED
LOADING.
f
r
AMERICANTO VER• _
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511 F
PHONE: (919) 468-0112
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
0o FOR c%smUCTION _EDh j11512f112024
0 - -
A
L
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:
��IL1111111ff1J/jI,
C 0
SANTHOSHA ,
SHANBHOGUE
E-49097
-;o CARY
NC 24'
•rr4
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Digitally Signed: 2024-11-20
T - -Mobile
ATC PROJ. #:
149D7583 GD
COST. ID:
HAYWARD WI-ATC 311256
COST.#:
A1N0947A
TOWER ELEVATION
SHEET NUMBER:
REVISION:
C-201
0
EXISTING
FF-65C—R1 ANTENNA
(TO BE REMOVED)
(1 PER SECTOR) (TYP. 3)
EXISTING AHLOA
RRU TO REMAIN
(1 PER SECTOR) (TYP. 3)
EXISTING TOWER
EXISTING
ASU9338TYPO1 COVP
(TO BE REMOVED) (TYP. 1)
1
dad
C2
A2
0 2
Q
EXISTING
TMBXX-6517—A2M ANTENNA
(TO BE REMOVED)
(1 PER SECTOR) (TYP. 3)
Al
EXISTING FXFC RRU
(TO BE REMOVED) (TYP. 2)
EXISTING SECTOR
MOUNT (TYP.)
R2
A
GPROPOSED
FFVV-65C-R2N23 ANTENNA
(1 PER SECTOR) (TYP. 3)
2 PROPOSED AHFII RRU
50 (1 PER SECTOR) (TYP. 3)
EXISTING AHLOA
RRU TO REMAIN
(1 PER SECTOR) (TYP. 3)
EXISTING TOWER
PER MOUNT ANALYSIS COMPLETED BY TEP,
DATED 10129124, THE EXISTING MOUNT CAN
ADEQUATELY SUPPORT THE PROPOSED
LOADING.
EXISTING SECTOR
MOUNT (TYP.)
1 EXISTING ANTENNA PLAN N 2 FINAL ANTENNA PLAN
SCALE: N T.S. SCALE: N.T.S.
EXISTING ANTENNA SCHEDULE NOTES FINAL ANTENNA SCHEDULE
LOCATION ANTENNASUMMARY NON ANTENNA SUMMARY 1. GC TO VERIFY THE FINAL RFDS LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY
MATCHES THE FINAL
MECH/ELEC ADDITIONAL TOWER MECH/ELEC ADDITIONAL TOWER
SECTOR RAID AZ POS ANTENNA BAND STATUS STATUS CONSTRUCTION DRAWINGS. SECTOR RAID AZ POS ANTENNA BAND STATUS STATUS
D-TILT MOUNTED EQUIPMENT D-TILT MOUNTED EQUIPMENT
GC TO NOTIFY ATC PM OF ANY _
Al TMBXX-6517—A2M L1900,U1goo 0%2' RMV (2) FXFC RMV DISCREPANCY PRIOR TO 14600,L700,1_600,1_21100, AHLOA RUN
ALPHA 232' 0' INSTALLING THE EQUIPMENT. ALPHA 232' 0° Al FFVV-65C-R2N23 L1900,N1900,LAWS3, 0'/2',2' ADD AHFII ADD
A2 FF-65C—R1 L700,N600,L600 0%2' RMV AHLOA RMN 2. GC TO CAP ALL UNUSED N2100
B 1 TMBXX-6517—A2M L 1900, U 1900 0' 2' RMV _ _ PORTS. N600,L700,L600,L2100,
BETA 232' 120' % 3. GC TO CONFIRM SPACING OF BETA 232' 120° B1 FFVV-65C-R2N23 L1900,N1900,LAWS3, O'12',2' ADD AHLOA RMN
B2 FF-65C—R1 L700,N600,L600 0%2- RMV AHLOA RMN PROPOSED EQUIP DOES NOT N2100 AHFII ADD
CAUSE TOWER CONFLICTS —
C 1 TMBXX-6517—A2M L 1900, U 1900 0%2' RMV — NOR IMPEDE TOWER CLIMBING N600.L700.L6D0,L2100, AHLOA RMN
GAMMA 232 ' 240' GAMMA 232' 240° C7 FFW-65C R2N23 L1900,N1900,LAWS3, 0'12°,2' ADD
C2 FF-65C—R1 L700,N600,L600 0%2' RMV AHLOA RMN PEGS. AHFII ADD
STATUS ABBREVIATIONS N2100
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 FIBER DISTRIBUTION I OVP BOX EXISTING CABLING SUMMARY FINAL FIBER DISTRIBUTION I OVP BOX FINAL CABLING SUMMARY
MODEL NUMBER STATUS CABLE CITY, SIZE, TYPE STATUS EQUIPMENT SCHEDULES MODEL NUMBER STATUS CABLE QTY, SIZE, TYPE STATUS
(1) AS09338TYPO 1 RMV (1) 1-518" NSN HIGH CAP HCS RMV (1) 2.00" HYBRID TRUNK 6/24 4AWG 90M
CABLE CABLE ADD
I
I
i
C
f
AMERICAN TOWER•
ATC TOWER SERVICES LLC t
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 FPSjtBTRUC710N EDNA11,2012024
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:
r�
SANTHOSHA
SHANBHOGUE —
E-49097
CARY W
NC:
Digitally Signed: 2024-11-20
T • -Mobile--
ATC PROD. #:
14907583 G0
COST. ID:
HAYWARD WI-ATC 311256
COST. #:
Al NO947A
ANTENNA INFORMATION
& SCHEDULE
SHEET NUMBER: 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 M12 BOLTS (TYP. 4)
THROUGH PLATFORM
PROPOSED CABINET
EXISTING PLATFORM
SING
3 CABINET ATTACHMENT TO PLATFORM
SCALE: N.T.S.
PROPOSED RRU (TYP.)
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT WITH
EXISTING OR PROPOSED EQUIPMENT)
PROPOSED RRU MOUNTING HARDWARE
(INCLUDED WITH RRU)
EXISTING OR PROPOSED
MOUNTING PIPE
&_ERO 0 ED RRU MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
e
i
e
R
AMERNCANTO VER• _
ATC TOWER SERVICES LLC r
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4069-11
c
r
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 EDNA11/201202
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:
=��•` SANTHOSHA=
SHANBHOGUE
E-49097
r o CARY
:.n NC
Digitally Signed: 2024-11-20
T - -Mobfle
ATC PROJ. #:
14907583_GO
COST. ID:
HAYWARD WI-ATC 311256
COST. #:
Al N0947A
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.)
GROUNDING
CONNECTION TO
EXISTING TMAs
EXISTING GROUNDING I
CONNECTION TO
LIGHTNING
PROTECTION SYSTEM j
NOTES: I
PROPOSED ANTENNA
PROPOSEDJUMPER
PROPOSED CONNECTOR AND
WEATHERPROOFING KIT
PROPOSED WEATHERPROOFING KIT
— PROPOSED CABLE 2
GROUND KIT �0
ANTENNA CABLE TO
CABINET (TYP.)
#6 AWG STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
GROUND BAR MOUNTED0,33
NEARIBELOW ANTENNA (TO BE INSTALLED IF
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.
TYPICAL ANTENNA GROUNDING DIAGRAM
SCALE: N.T.S.
CONDUIT USE CASE
TYPE
RAC (METALLIC) AC, DC COMM
PVC AC POWER
LFMC AC, DC, COMM
EMT INDOOR AC, DC
COMM
LFNC GROUND
WIRE
STANDARD CONDUIT USE TABLE
TO ANTENNA
i
TO EQUIPMENT
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)
TO GROUND BAR
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 INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS
0 CABLE GROUND KIT CONNECTION DETAIL
SCALE: N.T.S.
LOCATION USE CASE EXAMPLE
ABOVE GROUND
ABOVE GROUND
PPC TO SSC
UNDERGROUND PPC TO SSC OR BACKHAUL
UNDERGROUND
TRANSPORT HUB TO SSC
MAX 6' PER CONDUIT RUN,
TIGHT LOCATIONS BETWEEN HUB AND CONDUIT BUT NOT
ABOVE GROUND ONLY
TO BE USED WHERE IT CAN BE STEPPED ON
INDOOR NOT EXPOSED TO THE OUTDOOR
CIRCUIT PANEL TO JUNCTION BOX
ENVIRONMENT (MUST BE DRY)
CONCEALING AND PROTECTING BTCW RISERS
GROUND RING TO MGB OR SSC
ONLY
EXCEPTION CONDUIT USE TABLE
CONDUIT USE CASE LOCATION USE CASE EXAMPLE
TYPE
EMT
OUTDOOR DC,
(NOT PREFERRED)
COMM
RMC
OUTDOOR/INDOOR
NONMETALLIC
PER NEC
(ALUMINUM)
GUIDLINES
OUTDOOR WHEN USED WITH WATERTIGHT
HUBS ONLY
ABOVE GROUND
BETWEEN EQUIPMENT AND BATTERY CABINET OR
EQUIPMENT TO EQUIPMENT CABINETS FOR INTER
CABINET CONNECTION
MAT BE USED AS A LOWER COST ALTERNATIVE TO
METALLIC RMC, MUST MEET OR EXCEED FEDERAL SPEC:
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
it
EXISTING EQUIPMENT
GROUND BAR (TYP.)
5 CABINET GROUNDING DETAIL
SCALE: N.T.S.
3/8" X 1-1/2" SS BOLT 3/8" SS LOCK WASHER
(EACH SIDE) (EACH SIDE)
i
/ gAofj
ri
1/4" X 4" X 6" 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.
3 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.
VOLTS
OCPD SIZE
WIRE SIZE
GROUND
CONDUIT
1201240V
OR
1201208V
BOAI2P
343AWG
#8AWG
1-1/4"
100/2P
3412AWG
98AWG
1-1/4"
125AI2P
341310 AWG
#6 AWG
2"
150Al2P
34M AWG
#6 AWG
2"
200A/2P
3413/OAWG
#6 AWG
2"
240V
OR
200V
BOA/2P
243 AWG
#8 AWG
1-114"
10012P
242AWG
#8AWG
1-1/4"
125A/2P
241= AWG
#6 AWG
2"
2" —
150AI2P
2413/0 AWG
#6 AWG
200A/2P
2413/OAWG
#6 AWG
2"
� ELECTRICAL NOTES
U
m
a
a
AMERICANTO VER' a
ATC TOWER SERVICES LLC 0
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 w
DISCLOSURE OTHER THAN THAT WHICH RELATES n
TO AMERICAN TOWER OR THE SPECIFIED CARRIER I j
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.
IREV. DESCRIPTION BY DATE
0O FORCONSTRUCTION EDNAIV2(!@024
0
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:
j11►111111I11//11j1
O �J I ,,•f �,rff��i
SANTHOSHA
SHANBHOGUE
E-49097 c
CARY W
NC =�=
.�.
Digitally Signed: 2024-11-20
T • .Mobile-"
ATC PROJ. #: 14907583 GO
OUST. ID:
HAYWARD WI-ATC 311256
OUST.M AlN0947A
GROUNDING DETAILS
SHEET NUMBER: REVISION:
E-501 0
PANEL TYPE LIGHTING 8 APPLIANCE
SYSTEM 12024OV, 10, 3W, 24 CKT
LOCATION: TENANT EQUFW_NT LEASE AREA
DESIGNATION: TENANT PANEL MOUNTING: SURFACE
MAIN BREAKER (MB): 200A
ENCLOSURE: NEMA 3R
MAIN BUS RATING: 200A
PANEL NOTES: EXISTING
MN AAC. RATING: WA
CONNECTED
FEEDER OR BRANCH CIRCUIT
FEEDER OR BRANCH CIRCUIT
CONNECTED
LOAD(kVA)
BRIEF DESCRIPTION
BRIEF DESCRIPTION
LCAD(WA)
BREAKER
CIRCUIT
POLE
NO
..
".
ROLE
NO.
CIRCUIT
BREAKER
A
B
AMPS
ROLES
WIRE
GND
COND.
COND.
GND
WARE I
POLES
I A
A I
B
0.01
1
3
2
1
15
L
0.50
SURGE PROTECTOR
20
2
3
3
4
1
ZO
0.18
001
3
12.75
DATA HPL3
200
2
34310
#8
2"
7
8
8
O.TXi
12.75
MOD
0.18
HPL3 GR
20
1
2412
#12
9
4
10
0.00
5.25
O.fA..
525
HPL3EXPANSION
100
2
34M
#8
2"
13
4
14
O.OD
0.00
15
i B
000
0.00
17
18
0.00
0.00
19
20
000
ODD
21
22
O.OD
0.00
23
24
0.00
18.2 18.0 A
B TOTAL
0.5
0.2
18.7
182 38.9 CONNEDIEDLOAD (WA)
18.7
18-2 36.9 DEMANDLOAD(k1/A)
DERAT/NGFACTOR(80%)
CIRCUIT NOS
DEMANDLOAD SIZING: 192
AMPS
1) PANEL SCHEDULE EASED ON INFO PROV IDED TO AE; IF PA NEL HAS DIFFERENT EXLSRNG LQA DS THAN
SHONM, STOP NARK 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) PROPOSEDGRCUIT, KNOWN LOAD FOR LOAD CAPACrYASSESSMENT
5) EXISTING CIRCUIT DEMUD.
6) EXISTINGGRCUITDEMt7D. BREAKER REPLACED AS SHOWN AND CIRCUIT AS PROPOSED, KI4CWN LOAD FOR LOAD CAPACITY ASSESSMENT
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.
1 PANEL SCHEDULE
EXISTING PANEL
PROPOSED BREAKER
(SEE PANEL SCHEDULE)
I
z
L —
PROPOSED DELTA HPL3.05 CABINET
(INSTALLED AND CONNECTED
AS DIRECTED BY T-MOBILE)
PROPOSED DELTA BATTERY CABINET
(INSTALLED AND CONNECTED
AS DIRECTED BY T—MOBILE)
EXISTING
T—MOBILE
PLATFORM
i
EXISTING GRADE
TERMINATE PER
MANUFACTURER'S
PROPOSED POWER CIRCUIT SPECIFICATIONS
(SEE PANEL SCHEDULE)
ELECTRICAL SCHEMATIC
T C
SCALE: N.T.S.
IK
S
i
i
AMERICAN TOWER'
ATC TOWER SERVICES LLC c
1 FENTON MAIN
SUITE 300
CARY, INC 27511 F
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
00 FORCQU$MUCTION EDNA11120/2024
/ 1
n
n
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
T-MOBILE SITE NAME:
HAYWARD WI-ATC 311256
SITE ADDRESS:
12464 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
'lAllll44S111111►LLI,
Ci 0 Ns
I
oNA ``�,,
►If 1111111ri1
Digitally Signed: 2024-11-20
P •-Mobilew
ATC PROJ. #: 14907583_GO
COST. ID:
HAYWARD WI-ATC 311256
COST. #:
Al NO947A
PANEL SCHEDULE &
ELECTRICAL
SCHEMATIC
SHEET NUMBER:
REVISION:
E-601
0
Proposed RAN Equipment
Template: 679UAH_SR T 6x24
Emlimum
1
2
3
Emloeure Typo
Tb+nar Tbp ilileunl olalla}
Dalta HPU.115 =A Sit! SUpport C2111" 1
`Delia L03 Saftery CaR►Mre1(4 alb
FLMO
AHMI Nix AHLoi 031
H 19M MsaQ j
rtz+aQ �►iatx� } Mj
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11h"3413ARR1,
Beadbend
'ASIA '
ASILtYxt
I L600
"600 1
L7LKi
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1 L1200
tM (DARK)
L2100
t.Awaa �ARK1
Suomond
sutimodule
M1Aazl MlLl3rl'
4
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L702 L2100 11!l11.1a 71
t13 W&RKI N191lri
h "WrFds- intemal A-mabi la.oDmrdatasheeUFintoutl2a6be4df-9053-4083-b3B74MAwtQc5cF7+72bc3f2"7da-4ab4-acfit-74C*038bf5Q9
1014124. 10:2Q AM
IUM00IDARK
15"aband
3tWfS f
Trumport System
Hyblld Cable
system
RAN Scope or wort:
InX3=4S1[ PRFDSCreaQed
A1ND947A Capadly-L1Q00 3_"irninary_?024-1D-04
AUitNls7tF
CAR 6R§ % 2 (fdantj�
' FIYdr1n Trtri1 & 4 40MG
� CABINET CONFIGURATION
a112
I
Configuration 6790A H—SR,
* For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices.
(Alpha, Beta & Gamma)
LB, M FDD - Lowband
hNf as Anti;nnlpnro
B12 (1.700) - 5 MHz
w B71 000) -10 MHz
Lu B71 (N600)-15 MHz
FDD- Midband
B4JB66 (1-2100) - 20 MHz
B66 (N2100) - 20MHz
B2 (L1900) - 20 MHz
B25 (L1900) - 20 MHz
g 5 3 z B25 (611900) - 20MHz
SO Akwale
TOD - Band 41
N41(2.5GHz) - 100MHz
AHLOA AHFII +80MHz
700+600 AWs+PCs
--—--—
Ground
6/24 RPrPr to voltage booster wWk, for boost
HrbrMTrunkl requirements per radio type and trunk
b length
SRAM LTE
LTE FDD/TDD
.7 L Alrscalel
ANTENNA CONFIGURATION
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
z
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u
SUPPLEMENTAL
SHEET NUMBER:
REVISION:
R-601
0
MANUFACTURER. DELTA
MODEL HPL3.05 (HP -LARGE POWER CABINET)
DIMENSIONS: ; 72' x SO' x 34.6" (H x W x D)
WDGHT: 860 LBS NO EUUIPMEN7
NOTE:
• CORRECT KNOCKOUT TOOL REQUIRED FOR
PUNCHING KNOCKOUTS. DO NOT DRILL THROUGH
KNOCKOUTS
• CONDUIT MUST BE PROPERLY SECURED TO
PREVENT DAMAGE TO CABINETS AND OR CABUNG
W= PAIDL F01 OUf
f
�,ilu•ona�Rr_
•EMI ��
I
w
e HE
00
PUNCH TNREE 24' HIM FOR
HW TERUMT1DN .
cpau LOWER E{' 2.2" 43.1" 6.3"
PL✓AIIH
LEFT VIEW
GROUNDING NOTE:
"CABINET GROUNDING TO USE A SINGLE, /2 B11CW
CONDUCTOR, W/ 2—HOLE, 1" C—C. LONG BARREL,
WINDOW LUG, IN 3/4" LTTIC TO GROUND RING.
PLINTH GROUNDING IS NOT REQUIRED."
2' KNOCNOUi FOR FM Dr
LL UM FOR OPS
GNU
r KN00I= FOR MW
FOR F
ofPPCRE I" KNOCKOM AKID=
PDIER/CfHff FET FOR AOM Dr
AAY/C.. DC POWER
TNO HOLE LUO FOR
OWUNDNO (B07F1 811E8)
PLAN VIEW
FRONT VIEW
BOLT DOWN PATTERN
&M348L671- HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
r 10100H= w rom ODIDIRf
CONDUIT OW 9Afli7(Y OAa.E
CONDUIT MUST K PROPEIpY
TO PREVWM DAMW
�I
e
tV 5
rrFo NOLE UN FOR
all"mom om W%
Cmov LOWER 6• "
R
i r ��•�T�
y
a
4�
RIGHT VIEW
MU
CAEMET 000W MUST BE PROPERLY
SE7CURED 70 PREMIM DAMAOE
r MIXIMM FOR AC FOWi1! M
BATrM CABN f 00lDUIT MUSE EIE
P fR Y SE]L't = TO Pwma
I
(2) r IOIOCIDUfS w/ RK0 0010 f.
LB CONDUIT BODY FOR 3/O T}iEV
WME TIDlOUON THE (2) 1/2" .
CONWT MUST DE PROF' MY $11111 D
To Pffw.Nr DAmA"
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.
mm
SUPPLEMENTAL
SHEET NUMBER: REVISION
R-602 0
DO POMIF!! CNNN
0"m N mm—
Fes! QA
('SR M11► N YEUA"
E7HEFMET 01IB1Ei
(SHINN N KM -
CABLE
CABLE MANAGEMENT/BLANK
CABLE MANAGEMENT/BLANK
1141
CABLE MANAGEMENT/BLANK +
OPTIONAL EQUIPMENT 1J
RACK MOUNT SPD SHELF
(IF NEEDED)
WED FOR HYBRID TERMINA
FSEE ON FMAB
INTERNAL ROUTING
(DOOR OPEN)
RU SLOTS
RACK ASSIGNMENTS
BREAKER SHELF
RECTIFIER SHELF SHELF
1
DELTA VOLTAGE BOOSTER
f1 -2RU
2
3
DELTA VOLTAGE BOOSTER
02 - 2 RU
4
5
CABLE MANAGEMENT
6
AIRSCALE # I
7
S
9
CABLE MANAGEMENT
10
AIRSCALE #2
11
12
13
CABLE MANAGEMENT
14
LEGACY BASEBAND
15
16
17
CABLE MANAGEMENT
18
OPTIONAL EQUIPMENT
19
20
21
FIBER TRAY #2
22
FIBER TRAY #1
23
RACK MOUNT SPD
SHELF (IF NEEDED)
24
25
UNUSED/RESERVED
26
FSEE ON FMBA
27
FLOOR SPD SHELF
34867 - HPL3.05 DELTA SITE SUPPORT CABINET
1T
SCALE: N.T S
DELTA d
rl �frJrS
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
DC
MANUAL EEIEIII
2% 1P
0
LOAD BWPX s
1Cit 1P A
aft100 I xJ RE�YE 3 P00=10 FOR
4tlGa 9P meEXID AL CAB111=R
lu
EXIER7IAL SKilER1f
lm
DC POWER SYSTEM
r liiJ OW BREWER30A
gym.
1P 0
o �
A �'f • AL CRY CONV=
CoNnwL ER
x� RE1rIfOE
300 aE�uEs) � ■12
? (oPR
20M RWW e00VER
IIIIIII
CS Slot
1 2S
49
5 6
7 9
9 10
11131
19 20 71122
23124
25
26
27
29
29
30
31
3u2
3�3
4
35
t
1
� A
7ii'7
S
$$
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1 3 111516171 81 9 1101 11 12 13 ld 15 16
17
19 19 20 21 21 23
24 25 26 27 18 29 3D 91 32 33
s s
s a s s a a a
a a
TL
0 34867 - HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.
SUPPLEMENTAL
SHEET NUMBER: REMSION:
R-604 0
NOTE:
1. ALL CONDUIT AND FITTING ENTRANCES INTO CABINETS AND ENCLOSURES MUST UTILIZE MYERS OR
EQUIVALENT HUBS OR SEALING WASHERS TO PREVENT WATER ENTRY/SEEPAGE INTO CABINETS AND
ENCLOSURES.
2. (LIQUIDFLEX) FLEXIBLE METALLIC CONDUIT (LFMC) & ASSOCIATED FITTINGS CAN BE USED AS NEEDED BUT
ONLY FOR TIGHT CONDUIT BENDS AND RUNS SUBJECT TO UL AND NEC LIMITATIONS. 6' MAX PER CONDUIT
RUN.
3. POWER CONDUIT BODY ATTACHED WITH SHORT NIPPLE AND SEALING WASHER INSIDE & OUT. (FOR DOOR
HOOD CLEARANCE)
4. PULLING ELBOWS MAY BE USED IN LIEU OF A CONDUIT BODIES WHEN CLEARANCE IS LIMITED.
5. (DO NOT USE CHASE NIPPLES) CONDUIT SHOULD HAVE SEALING WASHERS INSIDE AND OUT w/ LOCK NUT
AND CAP.
3' KNOCKOUT w RIGID CONGUiT.
CONDUIT BODY FOR BATTERY CABLE
CONDUIT MUST BE PROPERLY SECURED
TO PREVENT DAMAGE
(3) 2' KNDCKOUT5 FOR DC AND
ETHERNET CONNECTION TO BATTERY
CABINET CONDUIT MUST BE PROPERLY
SECURED TO PREVENT DAMAGE
BACK PANEL
FOLDS OUT
2' KNOCKOUT FOR FIBER 6
'O
�
o
OPS 2' U. USED FOR CPS
CABLE
2' KNOCKOUTS FOR AC POWER TO
DC CABINET FOR HEATER CONDUIT
O
U
O
MUST PREVEBE Y SECURED TO
DAMAGE
O4 O)
2' KNOCKOUT FOR Mw 1I
00ODELTA
O
I
NI.3.05
DELTA LB3
0
FUT
SITE 5
PPORT
BATTERY
O
IIICAB
F--f
CABINET
PUNCH THREE 2.5' HOLES FOR 2'
(2) 3' KNOCKOUTS w/ ROD
HYBRID TERMINATION
I
CONDUIT, LB CONDUIT BODY FOR
O
3/0 THHN PARE THROUGH THE (2)
1/2' CONDUIT MUST BE
0
PROPERLY SECURED TO PREVENT
(3) 1- KNOOMMIRTENDED
DAMAGE
0
RA
FOR PCALARMING.
FIBER/ETHERNET FOR ARV 3
AAV/CIENA DC POWER
-
I
CABINET LOWER 6' AUNTH �,
•-
�^ —0 - T5 - -
i
75 75 'tia'
^
�..
CABINET LOWER 6' PUNCH
TWO HOLE LUG FOR
GROUNDING (BOTH SIDES)
TWO HOLE LUG FOR
GROUNDING (BORN SIDES)
1 34867 - HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-605 0
W
70
MANUFAC UFIM. I DELTA
MODE L63 BATTERY TERY SUPPORT CABINET
per: 720 x x 35' ----(H IM x D)
WEKW- wo LOS OWMIT EOUFN
NOTE:
CORRECT KNOCKOUT TOOL REQUIRED FOR
PUNCHING KNOCKOUM DO NOT DRILL THROUGH
KNOCKOUTS
• OONDUR MUST BE PROPERLY SECURED TO
PREVENT DAMAGE TO CABINETS AND OR CANJNG
WD CONOW, LL
M17ERY owu
10PE1lLY Sf1 &M
3 FOR AO
3 OMR#ET FOR
LEFT VIEW
GROUNDING NOTE:
"CABINET GROUNDING TO USE A SGIGLE, /2 BTCW
CONDUCTOR, W/ 2-HOLE, V C-C, LONG BARREL
WINDOW LUG, IN 3/4" LFNC TO GROUND RING.
PLINTH GROUNDING IS NOT REQUMO."
PLAN VIEW
FRONT VIEW
BOLT DOWN PATTERN
DELTA LB3 BATTERY CABINET SPECIFICATIONS
SCALE: N.T.S.
Two HOLE UJO M
owa Dan,
aww I'M r I /•
RIGHT VIEW
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.
a
a_
v
a
v
N
B
rn
T
A
SUPPLEMENTAL
SHEET NUMBER: REVISIORL
R-606 0
MANUFACTURER3 NOKIA
MODEL: ASIL CONTROLLER CARD (474767A)
DIMENSIONS: 1 9' X 8.62' X 14.84'
WEIGHT: 6.8 LBS
MANUFACTURER: NOKIA
MODEL: ABIA
WEIGHT: 4.6 LBS
DIMENSIONS: 8.BW 4.2X1-1'
0
RF7T2 RF3 RF4 RF5 RF6
EAC (HDMI) SIN (HDMI)
GROUND (DUAL -HOLE SOUT (HDMI) RESET
2x M5) LMPIEIF9 OOOOtl
p0 0000 00 00
00 0❑ 00 00 00 ❑
---A an
—
apI
• Mr, FT AlI aka
EIF2 (SFP) .J
EIF3 (SFP)
L 5[nVILE
SEI2 (OSFP)
SEI1 (OSFP)
� ASIL DETAIL
SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL' 3HE15548M
DIMENSIONS: 17.25" x 10 x 1.75"
WEIGHT: 10.5 LBS TFULLY EQUIPPED)
WITHIN AMIA RACK __
2 ABIA DETAIL
SCALE: N.T.S
GNSS RECEIVER
MANAGEMENT
SFP28/SFP¢
SFP/SFP+ 10 Gbps 25Gbps PORTS
DC PSU DC PSU PORTS 1-24 25-32
-- -
FRONT VIEW
QSFP28 100GBPS
GROUNDING CHASSIS. USE TWO PORTS 33-34
HOLE LUG. DESIGNED FOR #8 USB
AWG BURNDY (YMSC2TC1045) CONSOLE
NOKIA PIN# 52-1178-01
o
CD
Ta v
REAR VIEW
C7 O �cD
o ° o
17.25"
10"
SIDE VIEW 1.75"
34097 — NOKIA 7250 IXR—e ROUTER wl GNSS
J
SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL: ABIL
WEIGHT: 4.4 LBS
DIMENSf ONS: 6.6'X14,21X1.1
SFP28
S-RF1 S-RF2
r 8388 ra1HS 8 lUffliff
88 8 8
S-RF1 S-RF2
QSFP28
aABIL DETAIL_
SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL: AMIA
WEIGHT: 112 LBS (UNIT ONLY)
DIMENSIONS: 5.1'X15.7X77.6'
l� AMIA DETAIL
SCALE: N T S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
'3
U
U
SUPPLEMENTAL
SHEET NUMBER:
REVISION
R-607
0
�.: E -
�01d_ '121• x wM ■. R
nool+lt iQsae< OF _
�1'0)NA
i1Cl011010 141! �AIlIf� t4.1f -IR} ! �R•��1 L�14 _�1�
- Pa�AUL�N
2
�r FIBER
_7 � RFS 6x24
W.
I-z74• �?
3z 4a'
37.91•
aw
CON ECFORS
(>!110
! 43-10 FF31ILEj l t.16'
ro
I r
1 39179 - COMMSCOPE FFW-65C-R2N23
SCALE: N.T.S.
imomce_ Ram- _
iE a•7�'i' �1 a � M _
- 7CIm
■
3a.74• SACK V2L@ll
►EN ta.4aGROUND
OC L71' -
POPNER
ALRH p
NET 8-M 3 x 0P90 po= CPIs ob WOR-25
FOR Obp• MIT 7) O ncAL PORT!
2 34577 - AHFII - 4T4R DUAL -BAND RADIO
SCALE: N.T.S
FILLER
PA9A%IETER
VALLIF
NOMINAL OIAMETTR INCH -
C,'ROSti-SECT)ON AREA SgUAJtf INCHES
2. ya
JACKET COLOR
BLACK.
WEIGHT UNFAIR FOOT PDDNL)5
2.65
ya NETWORK WIRELESS
- SOLUTIONS 6x24
PARAMETER
VRLUE
140)AINAL DIAMETER INCHE:
1.76
CR03:-5EnCN AREA Sd)1ARE INCHES
7-43
,IACKET C(7LOii
HULS,K
1VQGHT L FAR FOOT POI1NL)$
2.n
_ CQMMSCOPE
6x24
I
STIFFENER TUBS
- - (6x24) HYBRN TRUNK CROSS SECMN q
wnl v•ru......_.�•o• pS' x 11"JCRIt H.i.1. j II". 17"!!%oI.i B�T.1. I
PARAMETER
VALUE
NOMINAL DIAMETER INCHES
I.B
CROSS-SECTION AREA SQUARE INCHES)
2.54
JACKET COLOR
BLACK
WEIGHT LINEAR FOOT (POUNDS)_
2-48
SINGLE MOJE
X46 ---
4 AWG COPPER
CONDUCTOR X12
RIP COlin
ALLIANCE 6x24
- FLAME RESISTANT
FILLERS
CORRUGATED
COPPER ARMOR
PVC, OUTER JACKET
PARAMETFIR
VALUE
NO1dIN.AL DIIMAE[ER INCHES
1.E2
L-.NO:iS-fiECpCN AREA SQENE IIJ CH ES
2.04
JACKET COLOR
BLACK
WE10NT LINEAR mo POUNDS
P.39
RIP CORD
PVC OUTER JACKET
Qo
_�- ff �1 Hu13ER+SUNDER
6x2-4
(6x24) HYBRID TRUNK CR65S SECTION
a.s" • II" 5cAu N.T.s. 111" • 17" scALE H.T.S. y
CrbN Vrndar
C■bb Typr
NomlrW 00
fin.)
C.S. ArAr
faq. In.)
Wright
Ib+Jft)
-Tep Bnrhrut
MAX ENTITLEMENT
HCS 2,0
6 AWG 26• to 72A'
a+6tr 1- thx
HOB I+rndaas MiAx1 ar 4 Ill-nd.x In.
AWAn
6x746AWG 1.46 td7 Lbl
L6.3619.30 x 5.19(g1i1157157
NomkW DD 00
1.S9
Cxm
oAWO
L55 1.89 1-71
Sp3Tn SpkJ+5, S2 JIn 23S.77
C.y.Rnx f /
1.89
iMVS
604 6AWG
11.48 11,72 1.61
16.95 r =AD x 3.21 pJh, 16259)
WeI ht (Ibn.7ft
171
Am h9M
&aq,)AWG
11.46 167 1-65
1937 x IA03 x 5A2(sgAn 20970)
Pind+m A 71n
231AP
4 AWO 250• t0 41T0' chbN Ieh90N
ql Arre
4A14G lB
:L54
2.qB
1a36 x 9.30 x 5 79 (wJi1152.15]
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(6x24) HYBRID TRUNK ENTITLEMENT INFORMATION I
1 8.5" x 11- SCALE N.73. 1 11- x 17- SCALE N.T.S. 13
3 HYBRID TRUNK INFORMATION 6X24
SCALE: N.T S
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
SUPPLEMENTAL
SHEET NUMBER: REVISION
R-608 0
AM ERICArklill T10WER4
C O^ P O R A T I O N
This report was prepared for American Tower Corporation by
rn P
Antenna Mount Analysis Report
Mount Type
ATC Site Name
ATC Site Number
Engineering Number
Mount Elevation
Carrier
Carrier Site Name
Carrier Site Number
Site Location
County
Date
Max Usage
Result
Prepared By:
Jordan Marks
TEP No.45988.1015373
7 ft Sector
Hard Rock WI
: 311256
14907583_C8_01
: 232 ft
T-Mobile
Hayward WI-ATC 311256
AlN0947A
12454 North State Highway 27
Hayward, WI 54843-7319
46.0835,-91.5133
Sawyer
October 29, 2024
60%
Pass
Reviewed By:
s 11111,a
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Imo..
Jo tr .
Ey
t 45T37-4�
�y RALEIGH : W,
INC
''aP NA1-
10/29/2024
WI COA # 4031-11
TEP- 326 Tryon Road - Raleigh, NC 27603 - 919.661.6351 Office - 919.661.6350 Fax - w .tepgroup.net
iEPko7omllY o7mmvanbllrnnxdtoprodde di))4renl strvkes In dlffertnl /urhdktbm Depnxfirp on the/urbdktbryP �rlfbrial enpinrtNne and brad wneylnP terNtesarc povided ay EEP OpColl�a
Drlonvre IirMlyd Ib611itY comParry, TEP frpineerbp, PLL� o North CaraA'no qo/esNwal amRM IbMEtY L�^P^^Y• ^� �R Enpineerinp, PLL[ o Nrw YorF pofesfforwl fimllM hahPrtY rorMonY6rrirra'ro^Iro[fw
wMm are aroed,dbYTEPDa 0pCo L(r a DO— Ignited bobffiry eomyany. We acqube the rrgWsllr Iheraes in each Nate. AddMmat In1—Hon mn be obtapred fn— the comWy
0 MOUNT ANALYSIS
JI.4 �] Eng. Number 14907583 C8 01
�October 29, 2024
Page 1
Introduction
The purpose of this report is to summarize results of the antenna mount analysis performed for [carrier] at
232 ft.
Supporting Documents
1 Spec. Sheet
RFDS
Photos
Analysis
Spec Sheet for ALT Fabrications 211611-7, dated May 18, 2018
RFDS Site ID: A1N0947A, dated October 4, 2024
Site photos from 2023
This antenna mount was analyzed using RISA-31) v22 analysis software.
Basic Wind 5
107 mph (3-Second Gust)
Bask wind Speed w/ Ice:
50 mph (3-Second Gust) with 1.50-inch radial Ice thickness
Codes:
ANSI/TIA-222-H/ IBC 2018
Risk category:
H
Exposure Category:
B
Topographic Procedure:
Method 2
Topographic Feature:
Flat
Crest Height:
0 ft
Crest Length:
0 ft
Ss = 0.041, S1= 0.017 w
D—Default
Lm = 500 Ibsa, Lv = 250 Ibs•
Spectral Response:
Site pass:
Live Loads:
-uve toga{sj reaucrlan is Conlirmert to nulm not govern or not a! appPmaine
Conclusion
Based on the analysis results, the antenna mount meets the requirements per the applicable codes listed
above. The mount can support the equipment as described in this report.
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.
TEP-326Tryon Road -Raleigh, NC27603-919661.63530ffice 919661.6350Fax - viww.tepgroup.net
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.
i�
1'
,;.
12.
rn
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a
U
SUPPLEMENTAL
SHEET NUMBER:
REVISION:
R-609
0