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VICINITY MAP
AMERICAN TOWER®
ATC SITE NAME: SEELEY WI
ATC SITE NUMBER: 311285
T-MOBILE SITE NAME: HAYWARD-ATC 311285
T-MOBILE SITE NUMBER: Al N0960A
SITE ADDRESS: 13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
SITE CLASS: SELF SUPPORT
T-MOBILE CAPACITY-L1900 AMENDMENT PLAN
6790AH SR T 6X24 CONFIGURATION
COMPLIANCE CODE
PROJECT SUMMARY
ALL WORK SHALL BE PERFORMED AND MATERIALS
SITE ADDRESS:
INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS
13063 WEST OLD 00 ROAD
OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL
HAYWARD, WI 54843
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO
COUNTY: SAWYER
THESE CODES.
GEOGRAPHIC COORDINATES:
2015 IBC
LATITUDE:46.11106111
NATIONAL ELECTRICAL CODE (NFPA 70, NEC 2017 W/ AMND)
46" 6' 39.82" N
2015 WISCONSIN MECHANICAL CODE (IMC 2015 W/ AMND)
LONGITUDE:-91.34824722
2018 WISCONSIN UNIFORM PLUMBING CODE (UPC)
91° 20' 53.69" W
2015 WISCONSIN ENERGY CONSERVATION CODE (IECC 2015
W/ AMND)
GROUND EL EVATION: 1401' AMSL
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 LINK
PHONE: (800) 201-4099
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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:
THE TOWN OF LENROOT
13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
APPLICANT:
T-MOBILE CENTRAL LLC
ATTN: BILAL BATROUKH
1400 OPUS PLACE
DOWNERS GROVE, IL 60515
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
TOWER WORK:
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 6124
4AWG 90M CABLE
EXISTING (3) SECTOR MOUNT(S) AND (3) RRU(S) TO BE RELOCATED
GROUND WORK:
REMOVE (1) MODULE STAND, (2) AMOB(S), (1) COVP, (1) SITEFLEX 3031
CABINET, (1) ASIK, (1) FSMF, AND (1) CSR 7705 SAR A
INSTALL (2) ASIL(S), (1) ABIA, (4) ABIL(S), (2) AMIA(S), (1) CSR IXRE V2,
(1) DELTA HPL3.05 600A DC CABINET, AND (1) DELTA LB3 BATTERY
CABINET
EXISTING (1) ASIA, (2) ABIA(S), AND (1) ABIL TO BE RELOCATED
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 § 1.61000 (B)(7).
PROJECT LOCATION DIRECTIONS
FROM ST. PAUL, MN: HEAD SE TOWARD 1-94 E. MERGE ONTO 1-94 E.
STAY ON 1-94 E. TAKE THE 1-494 S EXIT. KEEP LEFT AT THE FORK,
FOLLOW SIGNS FOR INTERSTATE 694 N. KEEP RIGHT AT THE FORK,
FOLLOW SIGNS FOR INTERSTATE 694 N. CONT ONTO 1-694 N. TAKE EXIT
52B TO MERGE ONTO MN-36 E TOWARD STILLWATER CONT ONTO
STATE TRUNK HWY 64. ENTERING WISCONSIN. CONT ONTO WI-64
EISTATE TRUNK HWY 64 E. AT THE TRAFFIC CIRCLE, TAKE THE 2ND
EXIT ONTO US HWY 63 N. TURN LEFT TO STAY ON US HWY 63. TURN
RIGHT ONTO US-8 ENS HWY 63 N. TURN LEFT ONTO US HWY 63 N.
TURN LEFT ONTO 2ND AVE. CONT ONTO SUPERIOR AVEIUS HWY 63 N.
CONT TO FOLLOW US HWY 63 N. KEEP RIGHT AT THE FORK AND MERGE
ONTO US53 N. TURN RIGHT ONTO US-63 N/US HWY 63 N. DRIVE TO W
- 1-.1-- T. IDI.I CI!]I.IT lfI.ITl11m! 11h1w WU mn
SHEET
NO:
G-001
G-002
C-101
C-102
C-201
C-401
G501 —
E501
E-601
LOCATION MAP
BIRD WATCH SITE:
PLEASE CONTACT BIRD.WATCH@AMERICANTOWER COM OR
AMERICAN TOWER NOC AT 877-518-6937 FOR ASSISTANCE
SHEETINDEX
DESCRIPTION:
TITLE SHEET —
GENERAL NOTES
DETAILED SITE PLAN
DETAILED EQUIPMENT PLAN
TOWER ELEVATION
ANTENNA INFORMATION & SCHEDULE
CONSTRUCTION DETAILS
GROUNDING DETAILS
PANEL SCHEDULE & ELECTRICAL SCHEMATIC
SUPPLEMENTAL SHEETS (9 PAGES)
REV: DATE: BY:
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1
AMERICAN TOWER'
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 466-0112
4069-11
1
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 1
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 EDNA11120/202
0 - -
n
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
SEAL:
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SANTHOSHA
SHANBHOGUE
-o E-49097
Val CARY
NC
signed
;antho(140Cy►
by Santhosha
►hanbhog Shanbhogue
Date: 2024.11.20
ID
T ..Mobilei
ATC PROJ. #:
14907585 GO
COST. ID:
HAYWARD-ATC 311285
COST. #:
Al N0960A
TITLE SHEET
SHEET NUMBER: REVISION:
G-001 0
I
GENERAL CONSTRUCTION NOTES:
1 OWNER FURNISHED MATERIALS, T-MOBILE -THE COMPANY- WILL PROVIDE AND THE
CONTRACTOR WILL INSTALL
A BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND
BUILDICO-LOCATE ONLY)
B. AC/TELCO INTERFACE BOX (PPC)
C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
D. TOWERS, MONOPOLES
E. TOWER LIGHTING
R GENERATORS 8 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. HOISTINGGRIPS
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 CONNECTORSISPLICE WEATHERPROOFING KIT
#221213 OR EQUAL.
B ALL COAXIAUHYBRID CABLE GROUNDING KITS ARE TO BE INSTALLED ON
STRAIGHT RUNS OF COAXIAUHYBRID 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,
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 APPROVA 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, 28. 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
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.
30
3 ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL
CODES, INCLUDING ANSIIEIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION
SPECIFICATIONS.
4 CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION.
5 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
INSPECTIONS.
6 ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TO THE ENGINEER-
7 DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS
8 DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
OTHERWISE NOTED.
9 THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
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 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
L
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 WITH
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES
SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING,
TRENCH BOXES/SLOPING, BARRIERS, ETC.
31. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND
SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY
DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS
REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS
WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS
EXPENSE TO THE OWNER'S SATISFACTION.
32. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER
BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP
SHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP. ANYWORKFOUNDBY
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 AND/OR
MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS
AS SPECIFIED.
10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED
FOR STABILITY ARE INSTALLED THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, 34
ANCHOR BOLTS, ETC
11 CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS
DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.
12 INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR 35
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 -THIS
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
OF THE T-MOBILE CONSTRUCTION MANAGER
15. ALL CABLEICONDUIT 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.
18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF
EACH DAY.
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER
CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF
OTHER OCCUPANTS OF THE FACILITY.
20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC)
WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.
T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE T-MOBILE WAREHOUSE,
NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED
AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE
THE EQUIPMENT IN OPERATION, READY FOR USE THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP.
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 COAXIAUHYBRID 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 COAXIAUHYBRID 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 COAXIAUHYBRID CABLE GROUNDING:
ALL ITEMS PROVIDED.
A. ALL EXTERIOR #6 GREEN GROUND WIRE 'DAISY CHAIN' 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.
i
C
i
AMERICAN TOWER• _
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
E
PHONE: (919) 468-0112
4069-11
f
THE USE AND PUBLICATION OF THESE DRAWINGS 1
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 EDNA11/2012024
nn ----
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI54843
SEAL:
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SANTHOSHA
SHANBHOGUE
E-49097
CARY
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Digitally Signed: 2024-11-20
m ! -Mobile -
PROD. #:
14907585 GO
LATC
CUST. ID: HAYWARD-ATC 311285
CUST.# AlN0960A
GENERAL NOTES
SHEET NUMBER: REVISION:
G-002 0
SITE PLAN NOTES:
1 THIS SITE PLAN REPRESENTS THE BEST
PRESENT KNOWLEDGE AVAILABLE TO THE
ENGINEER AT THE TIME OF THIS DESIGN. THE
CONTRACTOR SHALL VISIT THE SITE PRIOR TO
CONSTRUCTION AND VERIFY ALL EXISTING
CONDITIONS RELATED TO THE SCOPE OF WORK
FOR THIS PROJECT.
2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND
COAX CABLE ARE SHOWN FOR REFERENCE
ONLY. CONTRACTOR SHALL CONFIRM THE
EXACT LOCATION OF ALL PROPOSED AND
EXISTING EQUIPMENT AND STRUCTURES
DEPICTED ON THIS PLAN. BEFORE UTILIZING
EXISTING CABLE SUPPORTS, COAX PORTS, To
INSTALLING NEW PORTS OR ANY OTHER EXISTING T-MOBILE —
EQUIPMENT, CONTRACTOR SHALL VERIFY ALL METER AND SERVICE
ASPECTS OF THE COMPONENTS MEET THE ATC MAIN DISCONNECT T
SPECIFICATIONS. X - X — Q
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR K LC 1.1 0
TO COORDINATE WITH THE T-MOBILE
REPRESENTATIVE AND LOCAL UTILITY COMPANY T
FOR THE INSTALLATION OF CONDUITS,
CONDUCTORS, BREAKERS, DISCONNECTS, OR
ANY OTHER EQUIPMENT REQUIRED FOR X X
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.
CONDUIT
x x
4' x 6' _ ]
1 1 '-7" X 25'-0CON. PAD
SHELTER
SELF SUPPORT 'GRAVEL
I8 TOWER SURFACE
LEGEND x x
® GROUNDING TEST WELL
ATS AUTOMATIC TRANSFER SWITCH AV
B BOLLARD
CSC CELL SITE CABINET 6' H-FRAME
D DISCONNECT EXISTING
E ELECTRICAL AV (1) 1-5/8" NSN HIGH CAP HCS CABLE �
F FIBER x /B _ (TO BE REMOVED) x3Lf
GEN GENERATOR 1,000 GALLON
G GENERATOR RECEPTACLE PROPANE TANK — PROPOSED (1) 2.00' HYBRID TRUNK
ON A 6/24 4AWG 90M CABLE +
HH, V HAND HOLE, VAULT
IB ICE BRIDGE 4'-7" X 10'-0" ❑ �l i NOTES ON THIS PAGE(SEE PROPOSED LFORILENGGTH T
PAD H }r
K KENTROX BOX CON PAD ` _ /I AND ROUTING GUIDELINES)
LC LIGHTING CONTROL .7
M METER X X X k
PB PULL BOX
PP POWER POLE
T TELCO EXISTING T-MOBILE
TRN TRANSFORMER 10' NO SPARK 8' X 8' PLATFORM/PLINTH 1 2
BUFFER ZONE WITHIN A
CHAINLINK FENCE 1O' X 12' GROUND SPACE 10
(MODIFIED AS REQUIRED FOR
PROPOSED CABLE NOTES: UPGRADE FROM 6700H R4 TO
6790AH-SR T 6X24 CONFIGURATION)
1. ESTIMATED LENGTH OF PROPOSED CABLE IS 307'.
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 DETAILED SITE PLAN
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES, USING EITHER APPROPRIATELY SIZED
GRAPHIC SCALE
STAINLESS STEEL SNAP -INS OR MOUNTING
HARDWARE AND BRACKETS AS SPECIFIED BY CABLE 20 0 10 20
MANUFACTURER. OTHERWISE, ATTACH CABLES TO
HORIZONTAL OR DIAGONAL TOWER MEMBERS
USING PROPOSED STAINLESS STEEL ADAPTERS (DO (IN FEET)
NOT ATTACH TO TOWER LEG). 1 UNIT = 20 FEET
1
i
i
i
AMEMCAN 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 i
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
QOROjsTRUCTIDN EM(IAJ&0120P4
0
0
0
0_ _
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
SEAL:
•��:
��• SANTHOSHA
SHANBHOGUE
-o E-49097
CARY w
Nc 2:
'OIhi At`'��
Digitally Signed: 2024-11-20
T - -Mobile
ATC PROJ. #:
14907585 GO
COST. ID: HAYWARD-ATC 311285
COST. #: Al N0960A
DETAILED SITE PLAN
SHEET NUMBER:
REVISION:
C-101
0
1. CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD
EQUIPMENT. IF SO, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING
DEAD 2G (6201 CABS) EQUIPMENT.
2. ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY
3. ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA.
DISPOSE OF MATERIALS PROPERLY OFF SITE.
EXISTING
GPS ANTENNA
EXISTING AMOB
(TO BE REMOVED)
EXISTING MODULE STAND
AND AMOB
(TO BE REMOVED)
EXISTING 8' X 8'
PLATFORM
EXISTING SITEFLEX
3031 CABINET
(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)
EXISTING 10' X 12'
LEASE AREA
EXISTING PPC
T-MOBILF CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS.
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)
EXISTING -
GPS ANTENNA
EXISTING RELOCATED I a
(1) ASIA, (2) ABIA,
AND (1) ABIL
I
EXISTING 8' X 8'
PLATFORM '
1�
\ . -.I-- )�7
f-161 i n
EXISTING 10' X 12'
LEASE AREA
I
PROPOSED DELTA ®1
HPL3.05 600A DC CABINET -0p
PROPOSED (2) ASIL, (1) ABIA,
(4) ABIL, (2) AMIA, AND (1)
CSR IXRE V2 INSIDE
1
PROPOSED HPL3.05 CABINET
i
PROPOSED DELTA LB3
i
I
BATTERY CABINET 60
PROPOSED 1 1
i CONDUITS -00 -80
I � EXISTING PPC
I
EXISTING H-FRAME EXISTING FIBER BOX
EXISTING GROUND EQUIPMENT LAYOUT 2 PROPOSED GROUND EQUIPMENT LAYOUT
GRAPHIC SCALE GRAPHIC SCALE
3 0 1.5 3 �f 3 0 1-5 3 ■r
(IN FEET) (IN FEET) +'f
1 UNIT = 3 FEET 1 UNIT = 3 FEET
1
f
i
AMEREGAN TOWER'
ATC TOWER SERVICES LLC c
1 FENTON MAIN
SUITE 300 a
CARY, NC 27511
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
0o FoRCm( NSTRUC7YON EDNA11/20/2024
0
r ; _
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI54843
SEAL:
c
1ti', •Y
SANTHOSHA,�
SHANBHOGUE
E-49097
CARY
NC Z:
Digitally Signed: 2024-11-20
T - -Mobil
ATC PROJ. #: 14W7685_G0
CUST. ID:
HAYWARD-ATC 311285
CUST. #:
Ai N0960A
DETAILED EQUIPMENT
PLAN
SHEET NUMBER: REVISION:
C-102 0
9
TOP OF EXISTING
OIL HIGHEST APPURTENANCE
ELEV 256.29'
OIL TOP OF EXISTING TOWER
ELEV 250.55'
2 1 EXISTING AN
IO �0 PROPOSED T-MOBIL
EQUIPMEN
EXISTIN
(1) 1-5/8" NSN HIGH CAP HCS CABL
(TO BE REMOVE[
PROPOSED (1) 2.00" HYBRID TRUNK 6
4AWG 90M CABLE (3(
(SEE CABLE NOTES ON C-1
&TOWER ELEVATION
SCALE: N T.S.
EXISTING CARRIER ANTENNAS
RAD CENTER ® ELEV 244.9'
PROPOSED T-MOBILE
RAD CENTER Q 235' IV
EXISTING CARRIER ANTENNAS jk
RAD CENTER ® ELEV 215'- V
=XISTING TOWER
EXISTING GRADE 05.
ELEV 0'
PER MOUNT ANALYSIS COMPLETED BY ATC,
DATED 10/31/24, THE EXISTING MOUNT CAN
ADEQUATELY SUPPORT THE PROPOSED
LOADING.
z
tr
t
rn
AMWER• a
ATC TOWER SERVICES LLC
1 FENTON MAIN 3
SUITE 300 °
CARY, NC 27511 0
PHONE: (919) 468-0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS D_
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED, ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT,
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR CONSTRUCTION EDNA11121N2024
A
0
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
SEAL:
.�•''�51c
SANTHOSHA
SHANBHOGUE
-o E-49097
CARY w
.� NC
••fir/ t \ti'•
Digitally Signed: 2024-11-20
T r .Mobile,
ATC PROJ. #: 14907585 GO
CUST. ID: HAYWARD-ATC 311285
CUST.M AIN0960A
TOWER ELEVATION
SHEETNUMBER: REVISION:
C-201 0
PER MOUNT ANALYSIS COMPLETED BY ATC,
DATED 10/31/24, THE EXISTING MOUNT CAN
ADEQUATELY SUPPORT THE PROPOSED
LOADING.
EXISTING
TMBXX-6517—A2M ANTENNA
(TO BE REMOVED)
(1 PER SECTOR) (TYP. 3) 0
2
o
a
N
Q
Q
Q EXISTING
EXISTING TOWER
— PROPOSED FFW-65GR2N23 �1
EXISTING TOWER Q
FF-65C—RI ANTENNA
ANTENNA
(TO BE REMOVED)
(1 PER SECTOR) (TYP. 3) 501
(1 PER SECTOR) (TYP. 3)
EXISTING AHLOA RRU Al
A2
EXISTING RELOCATED --
Al
(TO BE RELOCATED
AHLOA RRU
TO W RAP.
(1 PER SECTOR) (TYP. 3)
PROPOSEDII RRUTYP.
(1 PER SECTOR) 8)
PER SECTOR) 3) 50
� EXISTING
ASU9338TYPOl COVP
— —
(TO BE REMOVED) (TYP. 1)
7A�
EXISTING RELOCATED
SECTOR MOUNT
2A0
P� P G2
EXISTING
C1
7� �pA
(1 PER SECTOR) (TYP. 3)
Gp�
(TOh
4
C1
B 1
Q2
EXISTING SECTOR MOUNT'
72 e
(TO BE RELOCATED
4 gyp'
9
�1
TO NEW RAID)q
(1 PER SECTOR) (TYP. 3)
1 EXISTING ANTENNA PLAN k
2 FINAL ANTENNA PLAN N
SCALE: N.T.S. SCALE: N T.S.
EXISTING ANTENNA SCHEDULE NOTES FINAL ANTENNA SCHEDULE
LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY 1. GC TO VERIFY THE FINAL RFDS LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY
MATCHES THE FINAL
MECHIELEC ADDITIONAL TOWER MECHIELEC ADDITIONAL TOWER
SECTOR RAID AZ POS ANTENNA BAND STATUS STATUS CONSTRUCTION DRAWINGS. SECTOR RAIDAZ POS ANTENNA BAND STATUS STATUS
D-TILT MOUNTED EQUIPMENT GC TO NOTIFY ATC PM OF ANY D-TILT MOUNTED EQUIPMENT
� _
DISCREPANCY PRIOR TO ,,,,
Al TMBXX-6517—A2M L1900,U1900 0�2' RMV N600L700L600L2100
— T AHLOA REL
ALPHA 231' 0' — INSTALLING THE EQUIPMENT. ALPHA 235' 0' Al FFW-65C-R2N23 L1900,141900,1-12AWS3, 0'',2' ADD AHFII ADD
A2 FF-65C—R1 L700,N600,L600 0%2- RMV AHLOA REL 2. GC TO CAP ALL UNUSED N2100
B 1 TMBXX-6517—A2M L 1900, U 1900 0%2- RMV (2) FXFC RMV PORTS. N600,L700,L600,L2100,
BETA 231 ' 120' 3. GC TO CONFIRM SPACING OF BETA 235' 120' B1 FFW-65C-R2N23 L1900,N1900,LAWS3, O'12 x ADD AHLOA REL
B2 FF-65C—R1 L700,N600,L600 0%2' RMV AHLOA REL PROPOSED EQUIP DOES NOT N2100 AHFII ADD
C1 TMBXX-6517—A2M L1900,U1900 0- 2' RMV CAUSE TOWER CONFLICTS —
GAMMA 231' 240' NOR IMPEDE TOWER CLIMBING N600,L700,L600,L2100, AHLOA REL
C2 FF-65C—R1 L700,N600,L600 0%2' RMV AHLOA REL PEGS. GAMMA 235' HC1 FFW-65C-R2N23 L1900,N1900,LAWS3, O'I2',2' ADD 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: 1 V
EXISTING FIBER DISTRIBUTION I OVP BOX EXISTING CABLING SUMMARY FINAL FIBER DISTRIBUTION I OVP BOX FINAL CABLING SUMMARY
MODEL NUMBER STATUS CABLE QTY, SIZE, TYPE STATUS EQUIPMENT SCHEDULES MODEL NUMBER STATUS CABLE QTY, SIZE, TYPE STATUS
(1) ASU9338TYP01 RMV (1) 1-518" NSN HIGH CAP HCS RMV 3 - (1) 2.00' HYBRID TRUNK 6/24 4AWG 90M
CABLE CABLE ADD
i
1
AMEMCAN TOWER•
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4069-11 i
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 i
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_ FOR CONSTltIJl1_O�l. IrpNA11120J20[n
0
0 _
0 --
A
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
SEAL:
``1tt0til.ei
•-:
SANTHOSHA
SHANBHOGUE
E-49097 Ix
CARY
o NC
'7jl1l111111111111�
Digitally Signed: 2024-11-20
T - -Mobile
ATC PROJ. #: 14907585 GO
COST. ID: HAYWARD-ATC 311285
COST.#: AIN0960A
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
4 PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL
SCALE: N.T.S
PROPOSED M12 BOLTS (TYP. 4)
THROUGH PLATFORM
PROPOSED CABINET
EXISTING PLATFORM
'Wr
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
PROPOSED RRU MOUNTING DETAIL - TYPICAL
SCALE: N T S.
c
i
AMERICAN TOWER' _
ATC TOWER SERVICES LLC e
1 FENTON MAIN
SUITE 300 c
CARY, NC 27511
PHONE: (919) 468-0112
4069-11
c
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR i
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 FOR CONSTRUCTION EDNA1117.UI7.0[A
0
0_ -.
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
SEAL:
1j111ff111111A1,1����
0/1
Iy
= SANTHOSHA =_
SHANBHOGUE
E-49097
CARP w
NC
•
Digitally Signed: 2024-11-20
T - -Mobile
ATC PROJ. #:
14907585 GO
COST. ID:
HAYWARD-ATC 311285
COST.#:
AlN0960A
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-501
0
EXISTING
ANTENNAS
TO EXISTING
ANTENNA MASTS
PROPOSED ANTENNA
- PROPOSED JUMPER
- PROPOSED CONNECTOR AND
WEATHERPROOFING KIT
- PROPOSED WEATHERPROOFING KIT
EXISTING
GROUND KITS GROUND KIT I I f
�= PROPOSED CABLE
501
1
PROPOSED #6 AWG
STRANDED CU ,
(J�
`
ANTENNA CABLE TO
CABINET (TYP.)
WIRE WITH GREEN, 600V, I`
THWN INSULATION '
TO PROPOSED RRU I
I
1
GROUND LUG (TYP.) I ` �_
\
'
#6 AWG STRANDED CU
�
e
WIRE WITH GREEN, 60OV,
1
THWN INSULATION
GROUND/NG
CONNECTION TO
EXISTING TMAs
EXISTING GROUNDING
CONNECTION TO r
GROUND BAR MOUNTED
ANTENNA
IF 501
LIGHTNING
(TO BE INSTELOWALLED
(TO BE INSTALLED
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.
G 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)
TO 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 INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS,
CABLE GROUND KIT CONNECTION DETAIL
SCALE: N.T.S.
STANDARD CONDUIT USE TABLE
CONDUIT
USE CASE
LOCATION
USE CASE EXAMPLE
TYPE
RMC
ABOVE GROUND
(METALLIC)
AC, DC COMM
ABOVE GROUND
PPC TO SSC
UNDERGROUND PPC TO SSC OR BACKHAUL
PVC
AC POWER
UNDERGROUND
TRANSPORT HUB TO SSC
MAX 6' 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 PROTECTING BTCW RISERS
GROUND RING TO MGB OR SSC
WIRE
ONLY
EXCEPTION CONDUIT USE TABLE
CONDUIT
USE CASE
LOCATION
USE CASE EXAMPLE
TYPE
EMT
OUTDOOR DC,
OUTDOOR WHEN USED WITH WATERTIGHT
BETWEEN EQUIPMENT AND BATTERY CABINET OR
(NOT PREFERRED)
COMM
HUBS ONLY
EQUIPMENT TO EQUIPMENT CABINETS FOR INTER
CABINET CONNECTION
RMC
OUTDOOR/INDOOR
MAT BE USED AS A LOWER COST ALTERNATIVE TO
NONMETALLIC
NEC
PER NEC
ABOVE GROUND
METALLIC RMC, MUST MEET OR EXCEED FEDERAL SPEC:
(ALUMINUM)
GUIR
WW-C-540C, UL-6A, ANSI C80.5, NEC 344.10 (A) ALLOWS
THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS
4 CONDUIT USE TABLES
PROPOSED CABINET
#2 AWG STRANDED
GREEN
INSULATED COPPER
CONDUCTOR
EXISTING EQUIPMENT
GROUND BAR (TYP.)
CABINET GROUNDING DETAIL
SCALE: N.T.S.
3/8" X 1-1/2" SS BOLT 3/8" SS LOCK WASHER
(EACH SIDE) (EACH SIDE)
N
Ar
/" Ao
qr
1/4" X 4" X 6" GROUND BAR
(ERICO PIN: EGBA14406CC OR EQUAL)
TWO -HOLE LUG, TO BE USED
WITH #2 AWG BOW
(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.
TOWER GROUND BAR DETAIL
J 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 I
GROUND
CONDUIT
120/240V
OR
120/208V
8OA/2P
343AWG
#8AWG
1-1/4"
100/2P
342AWG
#0AWG
1-1/4"
125A/2P
3413M AWG
96 AWG
2"
15OA/2P
"3/0 AWG
#6 AWG
2"
200A/2P
3413/0 AWG
#6 AWG
2"
240V
OR
208V
BOAl2P
2-#3AWG
#8AWG
1-1/4"
100/2P
2-#2AWG
#8AWG
1-1/4"
125A/2P
241NO AWG
#6 AWG
2"
15OAQP
249M AWG
#6 AWG
2"
200Af2P
243/0 AWG
#6 AWG
2"
B ELECTRICAL NOTES
C
m
m
t
AMERICAN TOWER'
ATC TOWER SERVICES LLC
J
1 FENTON MAIN
SUITE 300 a
CARY, NC 27511 y
PHONE: (919) 468-0112 a
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 a
TO AMERICAN TOWER OR THE SPECIFIED CARRIER Ly
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 _FQR CONBTRUCTKIN EONAm20/$024
A ---
0
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
SEAL:
it jjjjtl�
c�
SANTHOSHA
SHANBHOGUE
E-49097
UIR
:.� NC -"
ie
1111/01
/1111111
Digitally Signed: 2024-11-20
T - -Mobile=
ATC PROJ. #: 14907585_GO
CUST. ID: HAYWARD-ATC 311285
CUST. #: AIN0960A
GROUNDING DETAILS
SHEET NUMBER: REVISION:
E-501 0
PANEL TYPE UGITING B APPLIANCE
SYST3vt 120/24OV, 10, 3W, 30 CKT
LOCATION: TENANT H7I.PirBNT LEASEAREA
Dmr"Tim TENANTPAIYEL MINTING: SLWACE
MAN SPEAKER(MB): 200A
ENCLOSLPE NEMM 3R
MAN BI.IS RATING: 200A
PANS NOTES: BMTNG
MR A I C RATING: RA
F®HROREIMNUIC KM
ORB�fJ7'�CMVCL_R_
CON'!
BRIEF DESCRIPTION BRE M C>AC7.lf Pg1,pw
_
.. POLE Ck�.1JlT SRCAKER
BW DESCRIPTION
LOAD(WA)
AMB •POLES VNRE GND CON0. NO.���NO.
CCND. GND WIRE POLES AMPS
A
B
2
1
15
GPI OjTL
018
ELIOAAD(WA)
SLMGE
30
2133
1
4
am
HPL3.05 EKPANSION
100
2
3-Ni
NB
2"
6
6g000
LKiFTIS
S5
1
9
3
10
0-�
0.18
GTIi5
1
11
3
12
D,DD
I2-75
DELTA HPL3.06
200
2
34M
N6
7,
15 13
4
14
DAO
12.76
16
0,00
0.18
HPL3.05 OA
20
1
2912
w2_
17
4
16
0.00
9,110
19
20
D.DO
ODD
21
22
ODD
0A0
2i
24
O.OD
ODD
25
26
+
O.OD
0..
27
28
-
0.00
0.00
29
30
ODD
18.7 182 A
E 7aTAL
0.2
0.0
18.E
1&2 $7.1 CC�LOAD(WA)
189
18-2 37.1 a30ANDLOAD$VA)
DERATING FACTOR(80%)
CRQJTNOTES
DEMANDLOAD SIZING:
193
AMPS
1) PANEL SCHEDLILE BASED ON INFO PROJEEDMAE; F PANEL HAS OIFFERENT EXISTING LOADS THAN
SHOWN, STOP WOW AND OONTACT FOR
2) EXISTING CRCUfT, LM40M LOAD, MAX DEMAND ASSLNED FOR LOAD CAPACITY ASSESSMENT.
3) EXISTING CIRCUIT, KNOWN LOAD FOR LOAD CAPACITY ASSESSMENT
4) PROPOSED CIRCUT, KNOWN LOAD FOR LOAD CAPACITY ASSESSMENT
5) EXISTING CIRCUIT DEMCID
6) BMTINGOROKDEMCID. BREAKER REPLACED AS SHOWN ANDCK"TAS PROPOSED, KNOWN LOAD FOR LOAD CAPACITY ASSESSMENT
1 PANEL SCHEDULE
Lit/J ///VL
PROPOSED BREAKI
(SEE PANEL SCHEDUI
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.
{
PROPOSED POWER CIRCUIT
(SEE PANEL SCHEDULE)
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)
-11
TERMINATE PER
MANUFACTURER'S
SPECIFICATIONS
D
ELECTRICAL SCHEMATIC
SCALE: N. T. S
EXISTING
T—MOBILE
PLATFORM
{
EXISTING GRADE
S
E
2
9
4
D
IS
AMERICAN TOWER•
ATC TOWER SERVICES LLC
1 FENTON MAIN -
SUITE 300 -
CARY, NC 27511 L
PHONE: (919) 460-0112 c
4069-11 `n
c
_
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED ANY USE ORI
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.
REV. DESCRIPTION BY DATE
/0 _ FOR CQNWRUCTION EDNA11/2012024
A
n
ATC SITE NUMBER:
311285
ATC SITE NAME:
SEELEY WI
T-MOBILE SITE NAME:
HAYWARD-ATC 311285
SITE ADDRESS:
13063 WEST OLD 00 ROAD
HAYWARD, WI 54843
SEAL:
IIV1/1,
�•N'''►►►5 C 0
SANTHOSHA
SHANBHOGUE
-p E-49097
= CARY
NC
girl1l 111►►►►
Digitally Signed: 2024-11-20
T - -Mobile--
ATC PROJ. #:
14907585 GO
COST. ID:
HAYWARD-ATC 311285
CUST. #: I Al N0960A
PANEL SCHEDULE &
ELECTRICAL
SCHEMATIC
SHEET NUMBER: REVISION:
E-601 0
Proposed RAN Equipment
Template: 6790AH-SR T-Bx24
Enclosure
1
2
3
Enclosure Type
TMW Tap Mount (Nowo
De11a L63 B." Cabinet (4 strinp>E]
Delta-wL3.05 E00A 94a Support Cabinet
Radio
A}1Ff1 jail AHLOAIpt3)
N19DD N600
N2100 (DARK) L600
L1900 L 0
L2100
LAW53 tt)ARH' i
ASIA ASILla2)
Baseband
L60D N60D
L700 N 1900
L1900 tt2t410 (CIARK)
�L2100
Baseband
Submoduie
�WS3 (DARI0.
A91A ABIA(s2)
frLaM L19w
ABILix2)
N600
L700 L2100
WSa (DARK)
ABI1 (rt3j
f N1$OD f
ht(ps:110ds.intern at.t-mobi le- comidatasheetlprintoutlBb2acc98-029d-4I)61-a32f-96018B0h2e921661 ecc7b-a044-43h8-9245-ec14egg 68a0A 5112
1018124, 9:08 AM
t N2100(DARK)
Baseband
Subrack
Transport System
Hybrid Cable
System
RAN Scope of Work:
r 10l0412024-SK- PRFDS Created
Al N0960A-C apacq-L i 900_3_preliminary_2024-10.06
CAMtIA pt 2)
�R IxRe V2 (Gen2)�
14p, rid Trunk &24 4AWG 90m)
CABINET CONFIGURATION
r -
679W "R T_: ll -NOLMM -Ipg
Configuration 6790A H_SR
" For 5G and LTE Airscale 13D dimensioning refer to Fiber Port matrices.
(Alpha, Beta & Gamma)
60 Airscale
rr n wrl
Too+60D
FDD - Lowband
B12 (L700) - 5 MHz
871 (L600) -10 MHz
071 (N600) -15 MHz
FDD - Midband
B4JB66 (1-2100) - 20 MHz
U66 (N1NO) -2UMHz
82 (L1900) - 20 MHz
82S (L1900)-20 MHz
825 (N1900)-20MHz
TDD - Band 41
N41(2.SGHz)-100MHz
+90MHz
Top
Ground
e/24 Refer to vologe buu-Aer trble fur Ix i�t
Hybrid Trunk requvements per radio type and trunk
2 length
$RAN LTE
LTE FDDITDD
A i rscaiel
2 ANTENNA CONFIGURATION
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
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SUPPLEMENTAL
SHEET NUMBER:
REVISION:
R-601
0
MANUFACTURER: .DELTA
MODEL: HPL3.05 HP —LARGE POWER CABIN
DIMENSKM: 72 x 30 x 34.6 H x W x D
WEIGHT: SSO LBS O EQUIPMENT)
• CORRECT KNOCKOUT TOOL REQUIRED FOR
PUNCHING KNOCKOUTS. DO NOT DRILL THROUGH
KNOCKOUTS
• CONDUIT MUST BE PROPERLY SECURED TO
PREVENT DAMAGE TO CABINETS AND OR CABLING
BACK PANEL FOLDS our
31.8"
5.7" 1 6.7'
s••
00
PUNCH THREE 2A' NM FOR r
HYBRD 7EJLIB14A7DN Iu-. _:..
fz�njfi
CABINET LOWER d' x.a a31" s.3•
PLNITH
LEFT VIEW
GROUNDING NOTE:
"CABINET GROUNDING TO USE A SINGLE. f2 BTICW
CONDUCTOR, W/ 2—HOLE, 1" C—C. LONG BARREL.
WINDOW LUG, IN 3/4" LFNC TO GROUND RING.
PLINTH GROUNDING IS NOT REQUIRED."
r I(N U FOR FBTETL •
GABLE LL LL USED FOR OPS
ao
m
2` KNOOMH FOR MW
(3) PIPC BRE INFENDED
FWEIk/EfF U9U FOR AWY «
7f-F AW/CIEM DC POWER
TWO HOLE LUO FOR
OROUNDIHG OM SOM
PLAN VIEW
FRONT VIEW
BOLT DOWN PATTERN
34857 - HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
r KNOCIDUW W/ _BIRD CONDUIT.
COIR W OW FOR BATTfiC1r OWE
CONOW WSW BE PROPERLY SECURED
TU PREYEHW QAApiOE —
TWO HOLE LUO FOR
OROUNDING (BORN SDEB)-
CABMET LOWER r PLM
C
x• I.rocwouTs FOR Dc AND
ca�noN To BA7TER1"
CAMEr OOIDUIT WSW BE PROPERLY
BECURm RO PftEma DAMAGE
— r KNOONOM FOR AC PowER TT)
BATTERY CABllET COMUIT WSW BE
pflopmy BEICUREI) TO PFCAM
DAMM
(2) r KNOCKOUTS W/ fmo COIOUIT.
LB COf X BODY FOR 3/0 7"
WMi III THE 2) 1 i .
CONDUfE WSW BE Y IIEC =
TO PREYENi QAMAOE
RIGHT VIEW
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT
�w
SUPPLEMENTAL
SHEET NUMBER: REVISTON:
R-602 0
DO POW ONIM
(SHOWN N FW —
CABLE mANAImAENT/BIANx
l Y
CABLE MANAGEMENT/HLANK
CABLE MANAIXMIE C/6UU7K.
CABLE MAIU MENT/BLANK
OPTIONAL EQUIPMENT
(SHOWN 01 YELLOW)
ETHERNET CAN.EE RACK MOUNT SPD SHELF �
e •
(SHOWN N guml (IF NEEDED)
RE�ERYED FOR HYBRID TERMINAM
FSEE ON FMAB
am
INTERNAL ROUTING
(DOOR OPEN)
RU SLOTS
RACK ASSIGNMENTS
BREAKER SHELF
RECTIFIER SHELF SHELF
1
DELTA VOLTAGE BOOSTER
#1 —2RU
2
3
DELTA VOLTAGE BOOSTER
#2-2RU
4
5
CABLE MANAGEMENT
6
AIRSCALE #1
7
8
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
SCALE: N.T.S.
fib► I'r �_ is-.M�.. :� S
1
11
■
Elm
■■
,,.�,LRACK
OPTION . y
�i11;Ti['IrTirliii II'iil'll[i'•��
I.:
'� ;�rlr�rlr��rlri� rrl �nlrr'•�•.
MOUNT SPD SHELF
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
EXIWIIIL C =
CC RETURN
x I T
LOAD EE�
10A 1P >8
WA 1P
1000 9P No
,o
Wool -
Q
DC POWER SYSTEM
RElEAYE 3 PWR11010 FOR
FXIFJUML OABEE7s (V2/1111113AAM
AARN MY COMM
xe
ALA
—RCMVMR SLUM
}2
600mm
CB 51ot
1 1 3 a
5 1 6
7 1 8
1 9 110111112
13 14 17 0 17 191 19120121122
23124
25
26
27128129
90
31
92
33 34 j5
o
A
a
n
8
z IF o
x
X
rc
c
Yo
qq
x � c
"matW23
5 6 7 9 9 10 11 11 19 M 15 16
17
I. 1B 19 20 21 22 23 24 25 26 27 28 29 9O 91 92 33
34
95
a c
ry o
tR
a
o N
x -e
(D_3q4486E7 - 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-604 0
NOTE:
t. 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.
BACK PANEL
FOLDS OUT
O
ooo °
0
2' KNOCKOUT FOR FIBER t
OPS 2' LL USED FOR OPS
CABLE
2' KNOCKOUT FOR MW
FUTURE HPL3
PUNCH THREE 2.5' HOLES FOR 2' r
HYBRID TERMINATION I
(lulu F� ' . �:-LG1}D1Y 1
901 I
(3) 1' KNOCKOUTS ARE INTENDED I
FOR PPC ALARMING.
FTBM/ETHERNET FOR MV k
MV/CIENA DC POWER
CABINET LOWER 6' PUNCH
I
TWO HOLE _-- ----
GROUNDING (BOTH SIDES)
DELTA
SITE
9 34867 - HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
DELTA LB3
BATTERY
CABINET
3' KNOCKOUT w/ RIGID CONPUfT,
CONDUIT BODY FOR DATTFRY CABLE
CONDUIT MUST BE PROPERLY SECURED
TO PREVENT DAMAGE
3 2 KNOCKOUTS FOR DC AND
NET CONNECRON TO BATTEFFY
CABINET CONDUIT MUST 13E PROPERLY
SECURED TO PREVENT DAMAGE
2' KNOCKOUTS FOR AC POWEF
DC CABINET FOR HEATER COW
MUST BE PROPERLY SECURED
PREVENT DAMAGE
(2) 3" KNOCKOUTS W/ R1GID
CONDUIT. LS CONDUIT BODY FOF
3/0 THHN WIRE THROUGH THE (;
1/2' . CONDUIT MUST BE
PROPERLY SECURED TO PREVENT
DAMAGE
GROUNDING (BOTH SIDES)
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT,
m
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SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-605 0
46MP71CTUTM DELTA
MODEL LB3 BATTERY SUPPORT CABINET
DIMENSIONS. 72 x 35' (N. -x_W x_D
WEK*IT: 500 LB5 YYITHOII� EpUPMEJ�
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 CABLING
ET*wv COINII
is BATrucf Clillow
CxOLR r lb0o CO !uu LL
T EIODY p1�11EA1 C4fE E
-VW DAMAK N PROPflILY eEONIFL I
r IOIOCHMM FOR AC
POWER TO DC CNEW FOR
HEMM
IDLE LLN FOR
DIHO owm 3m)
LEFT VIEW
GROUNDING NOTE
"CABINET GROUNDING TO USE A SING, #2 ff=
CONDUCTOR, W/ 2—HOLE, T' C—C, LONG BARREL,
WINDOIN LUG, IN 3/4' LFNC TO GROUND RING.
PLINTH GROUNDING IS NOT REQUIRED."
PLAN VIEW
FRONT VIEW
BOLT DOWN PATTERN
0 DELTA L133 BATTERY CABINET SPECIFICATIONS
SCALE: N.T.S.
TWO HOLE LUG FO
fyerrr I rY fr
RIGHT VIEW
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT,
U
W
N
W
P
N
R_P
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SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-606 0
MANUFACTURER: NOKIA
MODEL: ASIL CONTROLLER CARD (474767A)
DIMENSIONS: 1.9" X 8 62" X 14.84"
WEIGHT: R.6 LBS
SAC (HDMI) (HDMI)
GROUND (DUALOE
2x M6)_I soul
(I "All}
DC IN —
(CLAMPS) EIF1 (SFP)
EIF2 (SFP)
EIF3 (SFP)
MANUFACTURER: NOKIA
MODEL: ABIA
WEIGHT: 4.6 LBS
DIMENSIONS: &6"X142".X1.1"
MANUFACTURER: NOKIA
MODEL: ARIL
WEIGHT: 4.4 LBS
DIMENSIONS! 0.61X1d21X1.1"
I SFP28
S-RF1 S-RF2
RF172- RF3 RF4 RF5 RF6
a oo a $ Q � o$oaoaoeoag oggo g �
RESET LMP1E11F4 OOOOO
tl0 ❑❑ O❑ OO OO
O❑ OO 00 00 O❑ ❑
® S-RF1 OSFP28 S-RF2
i SF WIT
SEI2 (OSFP)
SE11 (OSFP)
WITHIN AMIA RACK v^ �y
,� ASIL DETAIL 2 ABIA DETAIL
SCALE: N.T.S. SCALE: N T.S.
MANUFACTURER: NOKIA
MODEL: 3HE15548M GNSS RECEIVER
DIMENSIONS: 17.25" x 10" x 1.75" MANAGEMENT
WEIGHT: 10.5 LBS FULLY EQUIPPED)
SFP28/SFP+
SFP/SFP+ 10 Gbpe 25Gbpe PORTS
DC PSU DC PSU PORTS 1-24 25-32
�1
�� wwws�lw�l ewrrwwwwlIwwwNBC _ � ■rrE
-'
GROUNDING CHASSIS, USE TWO
HOLE LUG, DESIGNED FOR #8
AWG BURNDY (YAZBC2TC1O45)
NOKIA PIN# 52-1178-01
QSFP28 10OGBPS
PORTS 33-34
USB
CONSOLE
0
REAR VIEW
17.25" -
10" `
® I
SIDE VIEW 1.75"
34097 - NOKIA 7250 IXR-e ROUTER w/ GNSS
SCALE: N.T.S.
3 ABIL DETAIL
SCALE: N.T.S
MANUFACTURER: NOKIA
MODEL: AMIA
WEIGHT: 112 LBS (UNIT ONLY)
DIMENSIONS: 5.1X75.7"X17.6"
AMIA DETAIL
SCALE: N T S
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BYREOUEST OF CUSTOMER WITHOUT EDIT.
rn
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SUPPLEMENTAL
SHEET NUMBER:
REVISION:
R-607
0
VFat. � -
f07.Ot xAm_ gin K .-
YNMlEAO EO1! 3 ■ MMMfI- IM %14
I- Ewa
PARAMETER
a
WEICHT 1-HEAR FOOT i70UN U 7,bS
FIBER
RFS 6x24
FILLER
PARAMETER
VALUE
NOMINAL DIAMETER INCHES
1.8
CROSS-SECTION AREA SQUARE INCHES
2.84
JACKET COLOR
BLACK
WEIGHT/LINEAR FOOT POUNDS
2.48
SINGLE MODE AWANCE 6x24
X48 /�
FLAME RESISTANT
` FILLERS
1 V f''ARAUE7E13 4 AWC COPPER CORRUGATED
RdAL pWIA£'f('M INr.'HES i1..79 ,7g CONDUCTOR X12 COPPER ARMOR
C9D5S-SfCTkDI�.CAREA � 9UA RE IN::IdE5 Bw3< IP CORD PVC OUTER JACKET
1 4
I Y'EIGHT LIh,E41{ F't1DT YUUli:75 2.65
37l1'
1&2r
Mw CONNECTUIRS
.-0 . • a • • •• a •_• }
39179 - COMMSCOPE FFW-65C-R2N23
SCALE: N.T.S
70w U�
Molt px loft nEIG10 I d1 m
•
2634' �(,y( 2Q61'
vw 4F=ffgaup 4.72';71
_ w DC
2- M GROUND;
MOHA111O1M FORIs 1& 2d16�
POWER
A p
-28
34577 - AHFII - 4T4R DUAL -BAND -RADIO
SCALE: N T.S
- NETWORK WIRELESS
SOLUTIONS 604
12f iG
PA((AUETEH
VALIJE
NOMINAL DIAME)" 14Ci{ES
1.76
CROSS-SECTION AREA SQUARE INCHES
2.43
JACKET COLOR
HIAi J(
WDGHT/LINEAR FOOT FOI1N')S
2.77
COMMSCOPE
fix24
I '
STIFFENER TUBS - r;
(6x24) HYBRID TRUNK CROSS SECTION q
- I 0.5" x 11" SCUE N.T.S. 111" . 17' SCALE N.7.S. I I
PA. VIETER
VALUE
NOMINAL ) R INCHES
t.62
CROSS-SECTION AREA SQUARE INCHES
2-04�
.IACKET COLOR
HLACK
WER T/LINEAR F= P(R "i
2.39
RIFE CORD
PVC OUTER JACKET
e
HURER+SUH:VER
fix24
(fix24) HYBRID TRUNK CROSS SECTION !/1
6.5' . 1 i' 6041E 11.T.3- 11' . Il- 5CA N.T.'3.
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6x24 HYBRID TRUNK ENTITLEMENT INFORMATION 13
B.S- x I1- SCALE N.T11- . 1T SCALE N_T. S_ S.
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:
R-608
RENT SI ON:
0
^MERICJLNTGWER*
C O R P O R A T I O N
Mount Type
: 7 ft V-Frame
ATC Asset Name
; SEELEY WI
ATC Asset Number
: 311285
Engineering Number
: 14907585_C8_01
Mount Elevation
: 234 ft
Proposed Carrier
: T-Mobile
Carrier Site Name
: Hayward-ATC 311285
Carrier Site Number
A1N0960A
Site Location
13063 West Old 00 Road
Hayward, WI 54843-6324
46.1111,-91.3482
County
Sawyer
Date
October 31, 2024
Max Usage
54%
Analysis Result
Pass
Prepared By:
Munir Fleurizard
Structural Engineer
AL'aiQ J.w+ia�
Digitally signed 6y Willlam
William Garrett Dal e:2024,103116.41:23
o4'olr
COA: 4069-11
ATC Tower Services 1 Fenton Main, Suite 300 - Cary, NC 27511 - 919-468.0112 Office- 919-466.5414 Fax - www americantower.com
� MOUNT ANALYSIS
Eng. Number 14907585_C8_01
Aok October 31, 2024
AM@wICANTOWEw' Page 3
Introduction
The purpose of this report is to summarize results of the mount analysis performed for T-Mobile at 234 ft.
Supporting Documents
Specifications Sheet: ALT 211611-7, dated October 27, 2016
Radio Frequency Data Sheet: RFDS ID #A1N0960A, dated October 4, 2024
Reference Photos: Site photos from 2021
Analysis
This mount was analyzed using American Tower Corporation's Mount Analysis Program and RISA-31D
Basic Wind Speed:
106 mph (3-Second Gust)
Basic Wind Speed w/ Ice:
50 mph (3-Second Gust) w/ 1.50" radial ice concurrent
Codes:
ANSI/TIA-222-H
Exposure Category:
B
Risk Category:
II
Topographic Factor Procedure:
Method 2
Feature:
Flat
Crest Height (H):
0 ft
Crest Length (L):
0 ft
Spectral Response:
Ss = 0.041, S1= 0.018
Site Class:
D - Stiff Soil - Default
Live Loads:
Lm = 500 Ibs, Lv = 250 Ibs
-Live Load(s) reduction Is confirmed to either not govern or not be applicable
Conclusion
Based on the analysis results, the antenna mount meets the requirements per the applicable codes listed above. 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.
ATC Tower Sewlces -I Fenton Main, Suite 300 - Cary, NC 27511. 919A69.0112 Office - 919.4665414 Fax - www.americantower,com
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER
WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT
ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE
CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO
VERIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONTRUCTION.
m
a
Il°
a
Q
t
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pa
C]
SUPPLEMENTAL
SHEET NUMBER:
REVISION:
R-609
0