HomeMy WebLinkAbout024-741-29-4301-LUP-2025-216R nd
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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
AMEMCAN TOWERO
ATC SITE NAME: ROUND LAKE WI
ATC SITE NUMBER: 211543
T-MOBILE SITE NAME: Al N0963A
T-MOBILE SITE NUMBER: Al N0963A
SITE ADDRESS: 11556W LAWRY ROAD
HAYWARD,WI 54843
SITE CLASS: GUYED
PROJECT SUMMARY
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD,WI 54843
COUNTY: SAWYER
GEOGRAPHIC COORDINATES:
LATITUDE: 45.99848102
45" 59' 54.532' N
LONGITUDE:-91.27044478
91"16'13.601"W
GROUND ELEVATION: 1427' AMSL
PROJECT TEAM
TOWER OWNER:
AMERICAN TOWER
10 PRESIDENTIAL WAY
WOBURN, MA 01801
ENGINEER:
ATC TOWER SERVICES LLC
1 FENTON MAIN, STE 300
CARY, NC 27511
POWER COMPANY: JUMP RIVER ELEC COOP
PROPERTY OWNER:
PHONE: 800-273-5111
TOWN OF ROUND LAKE
TELEPHONE COMPANY: UNKNOWN
11556W LAWRY ROAD
PHONE: N/A
HAYWARD,WI54843
ayn
CSMIlod-l-ft
T-MOBILE MICROWAVE PLAN
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 (2)1.8' FIBER CABLE(s)
INSTALL MOUNT MO D I FICA T IONS, (1) DISH(s), (1) OD U (s), (2) 2.00"
HYBRID, (1) 0.63" CONTROL CABLE, AND (1) 0.39" FIBER TRUNK
CABLE(s)
EXISTING (6) ANTENNA(s), (6) RRU(s) TO REMAIN
GROUND WORK
INSTALL (1) IDU
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 (13)(7).
PROJECT LOCATION DIRECTIONS
HEAD NORTH ON 1-35 N, TAKE EXIT 183 FOR MN-48 TOWARD CNTY
61/HINCKLEY, 0.2 MI. TURN RIGHT ONTO MN-48 E, 23.4 MI.
CONTINUE ONTO W-77 E. 4.0 MI. TURN LEFT ONTO WI-35 N/WI-77 E.
2.2 MI. TURN RIGHT ONTO W-77 E, 26.8 MI. TURN RIGHT ONTO US53
S, 0.2 MI. SLIGHT LEFT TOWARD US-53 N, THEN MERGE ONTO US-53
N, 0.2 MI, TURN RIGHT ONTO W-77 ENV HOKAH ST, 24.4 MI. TURN
RIGHT ONTO W PENINSULA RD, 1.4 MI. TURN RIGHT ONTO CO HWY
K, 1.0 MI. TURN LEFT ONTO CO HWY B/CO RD B. 5.2 MI. TURN LEFT
ONTO N MCCLAINE RD, 0.3 MI. TURN RIGHT ONTO W LAWRY RD, 0.5
MI. TURN LEFT ONTO ACCESS ROAD.
SHEET
NO:
G-001
G-002
C-101
C-201
C-401
C-501
E-501
SHEETINDEX
DESCRIPTION
TITLE SHEET
GENERAL NOTES
DETAILED SITE PLAN
TOWER ELEVATION
ANTENNA INFORMATION & SCHEDULE
CONSTRUCTION DETAILS
GROUNDING DETAILS
SUPPLEMENTAL SHEETS (3 PAGES)
REV:
DATE:
05119/25
BY:
JM
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A, _
111N11eRICAN TOVI/ER•
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
OQ FOR CONSTRUCTION JM 05/19/25
IL
0
0
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
AlN0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD,WI 54843
SEAL:
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SANTHOSHArl��
SHANBHOGUE
-o E-49097
S �o CARY
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� Q N A � L. �����`�``•
lanthos iiMX signed
by Santhosha
ihanbhog Shanbhogue
Date: 2025.05.20
t e 08:21:06-04'00'
T - -Mobile
PROJ. #:
15315647 GO
LCA'T,C
UST.ID:
AIN0963A
ST.#:
AlNO963A
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. TOWER LIGHTING
F GENERATORS d 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
2
22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE REP
TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED
PERMITS NOT OBTAINED BY T-MOBILE MUST BE OBTAINED, AND PAID FOR, BY THE
CONTRACTOR.
23 CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE
SPECIFICATIONS AND REQUIREMENTS.
24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW AND
APPROVAL PRIOR TO FABRICATION.
25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE SPECIFICATIONS, AND AS
SHOWN IN THESE PLANS.
26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
27. CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS IN ADVANCE OF
POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR
SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND
THE CONTRACTOR IS RESPONSIBLE - PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL.
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, 28
ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,
COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND
DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
RUBBER MATTING, REPAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,
MISCELLANEOUS FASTENERS CABLE TRAYS NONSTANDARD ANTENNA FRAMES AND
WHEN THE PROJECT SCOPE REQUIRES THE USE OF THE SAFETY CLIMB, THE GENERAL
CONTRACTOR SHALL ENSURE THE SAFETY CLIMB IS FREE OF OBSTRUCTIONS, NOT
RUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT, IS VISUALLY
TAUT, MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, AND IS FIRMLY SECURED
AT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION
ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO
20.
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 el FOR IDENTIFICATION OF UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION.
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
5 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
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
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 TSIOBILE REP ANY WORK FOUND BY
THE T-MOBILE REP TO BE OF INFERIOR QUALITY ANDIOR WORKMANSHIP SHALL BE
REPLACED AND/OR 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 AND/OR
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 ARE AS FOLLOWS: LATERAL BRACING,
34
T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE T-MOBILE WAREHOUSE,
ANCHOR BOLTS, ETC
NO LATER THAN 4BHR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED
AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS
THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE
DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.
RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP.
12 INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
35 T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE
EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL
THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE
REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING.
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO
T-MOBILE OR THEIR ARCHITECTIENGINEER
13 EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HIS
WORK WITH THE WORK OF OTHERS
SPECIAL CONSTRUCTION
14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS
ANTENNA INSTALLATION NOTES:
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
OF THE T-MOBILE CONSTRUCTION MANAGER
1. WORK INCLUDED:
15 ALL CABLEICONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING
INSTALLATION USING A SILICONE SEALANT.
A. ANTENNA AND COAXIAUHYBRID CABLES ARE FURNISHED BY T-MOBILE UNDER A
SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA
16 WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET
INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.
CONTRACTOR SHALL NOTIFY THE T-MOBILE REP AND ENGINEER OF RECORD
ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
IMMEDIATELY.
PERSONNEL
17, CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
18 CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF
EACH DAY
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER
CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF
OTHER OCCUPANTS OF THE FACILITY
20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION (ATC)
WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK
B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE
SPECIFICATIONS.
C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE,
E INSTALL 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 2. ANTENNA AND COAXIAUHYBRID CABLE GROUNDING:
TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED
SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR CONTRACTOR WILL INSTALL
ALL ITEMS PROVIDED. A ALL EXTERIOR 06 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE
WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT
9221213 OR EQUAL,
B. ALL COAXIALHYBRID CABLE GROUNDING KITS ARE TO BE INSTALLED ON
STRAIGHT RUNS OF COAXIAUHYBRID CABLE (NOT WITHIN BENDS)
ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE
CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC
ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN.
FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR
ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
lk
AMIERICAN TOWER'
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27611
PHONE: (919) 466-0112
4089-11
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 FORCONST'RUCTION. JM 05/19/25
Z\
A
SEAL:
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
AIN0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD,WI 54843
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SANTHOSHA
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Digitally Signed: 2025-05-20
T - -Mobile--
ATC PROJ. #: 15315647 GO
CUST.ID: AlN0963A
CUST. #: A1N0963A
GENERAL NOTES
SHEET NUMBER: REVISION:
G-002 0
SITE PLAN NOTES:
THIS SITE PLAN REPRESENTS THE BEST PRESENT
KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE
TIME OF THIS DESIGN. THE CONTRACTOR SHALL
VISIT THE SITE PRIOR TO CONSTRUCTION AND
VERIFY ALL EXISTING CONDITIONS RELATED TO
THE SCOPE OF WORK FOR THIS PROJECT.
2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND
COAX CABLE ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR SHALL CONFIRM THE EXACT
LOCATION OF ALL PROPOSED AND EXISTING
EQUIPMENT AND STRUCTURES DEPICTED ON THIS
PLAN. BEFORE UTILIZING EXISTING CABLE
SUPPORTS, COAX PORTS, INSTALLING NEW PORTS
OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL
VERIFY ALL ASPECTS OF THE COMPONENTS MEET
THE ATC SPECIFICATIONS.
3. NO ELECTRICAL SCOPE IS INCLUDED IN THIS
PROJECT.
PROPOSED (1) CERAGON IP20A IDU
X -
Hhfrl
T-MOBILE
(7'-10" X 8'-3" `
I
PLATFORM W/
12' X 16' 1
GROUND SPACE
LEGEND
x
® GROUNDING TEST WELL
ATS AUTOMATIC TRANSFER SWITCH
B BOLLARD
CSC CELL SITE CABINET
D DISCONNECT
E ELECTRICAL
F FIBER
GEN GENERATOR
G GENERATOR RECEPTACLE
HH, V HAND HOLE, VAULT
IB ICE BRIDGE
K KENTROX BOX
LC LIGHTING CONTROL
M METER
PB PULL BOX
PP POWER POLE
T TELCO
TRN TRANSFORMER
CHAINLINK FENCE
PROPOSED CABLE NOTES:
1. ESTIMATED LENGTH OF PROPOSED CABLE IS 336'.
ESTIMATED LENGTH OF CABLE WAS PROVIDED BY
CUSTOMER OR CALCULATED BY ADDING THE RAD
CENTER AND THE DISTANCE FROM THE SHELTER
ENTRY PLATE TO THE TOWER (ALONG THE ICE
BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF
15% (OF THE TWO PREVIOUS VALUES), COS DEFER
TO GREATEST CABLE LENGTH.
2. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE
EXISTING CABLE SUPPORT STRUCTURES AS
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES, USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP -INS OR MOUNTING
HARDWARE AND BRACKETS AS SPECIFIED BY CABLE
MANUFACTURER. OTHERWISE, ATTACH CABLES TO
HORIZONTAL OR DIAGONAL TOWER MEMBERS
USING PROPOSED STAINLESS STEEL ADAPTERS (DO
NOT ATTACH TO TOWER LEG).
EXISTING
(2)1.8- FIBER
(TO BE REMOVED)
PROPOSED (2) 2.00" HYBRID, (1)
0.63" CONTROL CABLE, AND (1) 0.39'
FIBER TRUNK
(SEE PROPOSED CABLE LENGTH
NOTES ON THIS PAGE FOR LENGTH
AND ROUTING GUIDELINES)
GUYED X
TOWER
PLATFORM
-Il
X
T= 1
M
— x
1 DETAILED SITE PLAN
GRAPHIC SCALE
10 0 5 10
(IN FEET)
1 UNIT= 10 FEET
AP11CIRICAN T4D VWIEW
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 4684112
4089-11
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
QO FOR CONSTRUCTION JM 05119/2
0
0
0
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
AlNO963A
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARDA 54843
SEAL:
wllflllllll111►I
SANTHOSHA
SHANBHOGUE
E-49097
CARY ,(uj
0,� NC
N A \-
'�►11111111111"o
Digitally Signed: 2025-05-20
T • mMobile-
ATC PROJ. #: 1531564LGO
CUST.ID: AIN0963A
COST.#: A1N0963A
DETAILED SITE PLAN
SHEET NUMBER: REVISION:
C-101 0
TOP OF EXISTING
OL MIGHFST APPURTENANCE
ELEV 302.76
OL TOP OF EX15nN6 TOWER
Ilqw ELEV 3W'
EXISTING AND
1 2 PROPOSED T-MOBILE
40t .40 EQUIPMENT AND
MOUNT MODIFICATIONS
(TO BE F
PROPOSED (2) 2.00" HYBR
CONTROL CABLE, AND (1) 0.39" FII
(SEE CABLE NOTE,
TOWER ELEVATION
SCALE: N.T.S.
EXISTING CARRIER ANTENNAS`
RAD CENTER ® ELEV 295. 1'�
EXISTING T-MOBILE
RAD CENTER 0 2B4'
EXISTING CARRIER ANTENNAS
RAD CENTER ® ELEV 270'
EXISTING CARRIER ANTENNAS
RAD CENTER ® ELEV 253. 1
EXISTING CARRIER ANTENNAS jh,
RAD CENTER ® ELEV 180"
EXISTING TOWER
EXIS77NG GRADE rl•
ELEV 0'�
PER MOUNT ANALYSIS COMPLETED BY
ENGINEERED TOWER SPLUTIONS, DATED
04/25/25, THE EXISTING MOUNT MUST BE
MODIFIED TO ADEQUATELY SUPPORT THE
PROPOSED LOADING. THE MOUNT MODIFICATION
PROPOSED IN THE MOUNT ANALYSIS, INCLUDED
AT THE END OF THIS PLAN SET, MUST BE
INSTALLED PRIOR TO THE INSTALLATION OF THE
PROPOSED ANTENNAS AND OTHER EQUIPMENT.
TOWER NOTE:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM WITH THE PROJECT MANAGER THAT
THEY HAVE THE MOST RECENT VERSION OF THE
STRUCTURAL ANALYSIS BEFORE COMMENCING
WORK. EXISTING AND PROPOSED TOWER
APPURTENANCES, MOUNTS, AND ANTENNAS ARE
SHOWN BASED ON THE STRUCTURAL ANALYSIS.
2. WHERE APPLICABLE, ALL NEW ANTENNAS,
EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE
PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT
IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR
OTHER LOCAL REQUIREMENTS.
3. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE
EXISTING CABLE SUPPORT STRUCTURES AS
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES, USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP -INS OR MOUNTING
HARDWARE AND BRACKETS AS SPECIFIED BY
CABLE MANUFACTURER. OTHERWISE, ATTACH
CABLES TO HORIZONTAL OR DIAGONAL TOWER
MEMBERS USING PROPOSED STAINLESS STEEL
ADAPTERS (DO NOT ATTACH TO TOWER LEG).
4. TOWER ELEVATION DEPICTION MAY NOT REFLECT
ALL EQUIPMENT INCLUDED IN STRUCTURAL
ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR
FULL TOWER LOADING.
AMERICA111 TCNWER•
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4089-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A._
FOR CONSTRUCTION. JM 05/19/2
A
-.
0
-
0
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
Al N0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD,WI 54843
SEAL:
�►►►►+11 1111111 r1j1j
SANTHOSHA
SHANBHOGUE
-o E-49097
CARYLQ
NC
1j1f111,111FI►F111.111
Digitally Signed: 2025-05-20
T m, mI-obile*
ATC PROJ. #: 115315647 GO
CUST.ID: AlN0963A
1 CUST. #: I Al N0963A I
TOWER ELEVATION
SHEET NUMBER: I REVISION:
C-201 I 0
EXISTING AEHC
ANTENNA TO REMAIN
(1 PER SECTOR) (TYP. 2)
A2
EXISTING TOWER 1'
EXISTING SECTOR
MOUNT (TYP.)
C 1
i+
i
PZ G��P ti,+i
C2 •��
EXISTING
AEHC ANTENNA
(TO BE RELOCATED) (TYP. 1)
EXISTING FFW-65C-R3-Vl
ANTENNA TO REMAIN
(1 PER SECTOR) (TYP. 3)
- EXISTING AHFII
RRU TO REMAIN
Al ✓ (1 PER SECTOR) (TYP. 3)
i r�y I
�a
EXISTING AHLOA
RRU TO REMAIN
0 PER SECTOR) (TYP. 3)
Y.
_ - B2
'_�o-
B1
(D
EXISTING ANTENNA PLAN N
SCALE: N.T.S
EXISTING ANTENNA SCHEDULE
LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY
SECTOR RAD AZ POS ANTENNA BAND MECH/ELEC STATUS ADDITIONAL TOWER STATUS
D-TILT MOUNTED EQUIPMENT
Al FFW-65C-R3-VI L700IL600IN600IL2100 0%2' RMN AHLOA RUN
ALPHA 284' 0' L1900IN1900 AHFII RMN
A2 AEHC N2500 0%2' RMN - -
B1 FFW-65C-R3-V1 L700IL600IN600IL2100 0%2' RMN AHLOA RMN
BETA 284' 120' L1900IN1900 AHFII RMN
82 AEHC N2500 0%2' RMN
kC2
i FFW-65C-R3-V1L700IL600/N600IL2100 0%2' RMN AHLOA RMN
GAMMA 284' 240' L1900IN1900 AHFII RMN
AEHC N2500 0%2' REL -
EXISTING AEHC
ANTENNA TO REMAIN
(1 PER SECTOR) (TYP. 2)
A2
EXISTING TOWER -
j
EXISTING SECTOR
MOUNT (TYP.)
I
I
CI
EXISTING
AEHC ANTENNA
(RELOCATED) (TYPA )
PROPOSED VHLP2-11 W/A -
MICROWAVE DISH
91
-5D1
(MOUNT PER
MANUFACTURER'S SPECS)
NOTES
1. GC TO VERIFY THE FINAL RFDS LOCATION
MATCHES THE FINAL
CONSTRUCTION DRAWINGS. SECTOR RAD
GC TO NOTIFY ATC PM OF ANY
DISCREPANCY PRIOR TO
INSTALLING THE EQUIPMENT.
2. GC TO CAP ALL UNUSED ALPHA 284'
PORTS.
3. GC TO CONFIRM SPACING OF
PROPOSED EQUIP DOES NOT
CAUSE TOWER CONFLICTS
NOR IMPEDE TOWER CLIMBING
PER MOUNT ANALYSIS COMPLETED BY
ENGINEERED TOWER SPLUTIONS, DATED
04/25/25, THE EXISTING MOUNT MUST BE
MODIFIED TO ADEQUATELY SUPPORT THE
PROPOSED LOADING. THE MOUNT MODIFICATION
PROPOSED IN THE MOUNT ANALYSIS, INCLUDED
AT THE END OF THIS PLAN SET, MUST BE
INSTALLED PRIOR TO THE INSTALLATION OF THE
PROPOSED ANTENNAS AND OTHER EQUIPMENT.
AI —
EXISTING FFW-65C-R3-Vl
-
ANTENNA TO REMAIN
(I PER SECTOR) (TYP.
3)
I
+
EXISTING AHFII
RRU TO REMAIN
(1 PER SECTOR) (TYP.
3)
- EXISTING AHLOA
RRU TO REMAIN
(1 PER SECTOR) (TYP.
3)
B2
ti
ti'4 •��
B1
PROPOSED MOUNT MODIFICATIONS
(REFER TO SHEETS AT THE END OF
THIS PLAN SET)
(1) PROPOSED FIBEAIR IP-20D-HP G
2 FINAL ANTENNA PLAN
SCALE: N.T.S.
FINAL ANTENNA SCHEDULE
ANTENNA SUMMARY
AZ POS ANTENNA BAND
L700IL600IN6001
0'
PEGS. BETA 2W 120"
STATUS ABBREVIATIONS
RMV: TO BE REMOVED
RMN: TO REMAIN 240°
REL: TO BE RELOCATED GAMMA 284'
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
MODEL NUMBER STATUS CABLE OTY, SIZE, TYPE STATUS
RMN ---- RMN EQUIPMENT SCHEDULES
RMV (2) 1.8" FIBER RMV 3
Al
FFW-65C-R3-VI
L2100
L1900IN1900
A2
AEHC
N2500
L700IL600IN6001
B1
FFW-65C-R3-VI
L2100
L1900IN1900
B2
AEHC
N2500
L700IL600IN6001
C1
FFW-65C-R3-VI
L2100
203.66'1 DISH
L1900IN1900
AEHC N2500
VHLP2-11 WIA
NON ANTENNA SUMMARY
MECHI
ADDITIONAL TOWER
ELEC
STATUS
MOUNTED EQUIPMENT
STATUS
D-TILT
0-12'
RMN
AHLOA
RMN
AHFII
RMN
0%2-
RMN
-
-
0%2'
RMN
AHLOA
RMN
AHFII
RMN
0%2-
RMN
-
-
0%2'
RMN
AHLOA
RMN
AHFII
RMN
0%2-
REL
i -
ADD
FIBEAIR IP-20D-HPAD
I ADD
FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY
MODEL NUMBER STATUS CABLE OTY, SIZE, TYPE STATUS
RMN ---- RMN
(2) 2.00' HYBRID, (1) 0.63' CONTROL
ADD CABLE, AND (1) 0.39' FIBER TRUNK ADD
AMERICAN TOWER'
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
4089-11
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 FORClONSTRUCTION JM 05/19/25
A.
0 -
- —
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
Al N0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD,WI 54843
SEAL: r A'
SANTHOSHA
SHANBHOGUE
E-49097
o CARY
.-^ NC
40
�0INIAI`0\�
Digitally Signed: 2025-05-20
T - -Mobile
ATC PROJ. #: 15315647 GO
CUST.ID: AlNO963A
CUST.#: AIN0963A
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.
PROPOSED ODU
EXISTING OR PROPOSED
MOUNTING PIPE
IROPOSED DISH BRACKET
'ER MANUFACTURER
PROPOSED MICROWAVE DISH
(MOUNT PER MANUFACTURER'S
SPECIFICATION)
,I PROPOSED DISH AND ODU MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
'r
AMERICAN TOVWR•
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 466-0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR CONSTRUCTION JM 05/19125
A
An
/ \
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
Al N0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD,WI 54843
SEAL:
1� to 1����'''�-,
.~``t`'•'�,�
=�* SANTHOSHA :
SHANBHOGUE
E-49097
CARY
:�.o NC =�
'�f'f.,,��.,
N A 1.� ���.•��'�,,
rp
++r r I I u+
Digitally Signed: 2025-05-20
m - •Mobile
ATC PROJ. #: 15315647 GO
CUST.ID:
AIN0963A
CUST.#: AIN0963A
CONSTRUCTION
DETAILS
SHEET NUMBER: REVISION:
C-501 0
PROPOSED ANTENNA
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
PROPOSEDJUMPER
PROPOSED CONNECTOR AND
WEATHERPROOFING KIT
PROPOSED WEATHERPROOFING KIT
— PROPOSED CABLE 2
GROUND KIT 501
r I ANTENNA CABLE TO
I CABINET (TYP.)
r�
#6 AWG STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
EXISTING GROUNDING — GROUND BAR MOUNTED
CONNECTION TO NEAR/BELOW ANTENNA (1 3 Jl
LIGHTNING (TO BE INSTALLED IF
PROTECTION SYSTEM REQUIRED)
NOTES:
1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT
ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE
CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE
CONSTRUCTION MANAGER OF ANY CONFLICTS.
2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATEST
EDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHEN
NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.
0 TYPICAL ANTENNA GROUNDING DIAGRAM
SCALE: N.T.S.
STANDARD CONDUIT USE TABLE
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 INSTALUTAPE PER MANUFACTURER'S SPECIFICATIONS
CABLE GROUND KIT CONNECTION DETAIL
SCALE: N.T.S.
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
INDOOR NOT EXPOSED TO THE OUTDOOR
TO BE USED WHERE IT CAN BE STEPPED ON
EMT
INDOOR AC, DC
CIRCUIT PANEL TO JUNCTION BOX
COMM
ENVIRONMENT (MUST BE DRY)
LFNC
CONCEALING AND PROTECTING BTCW RISERS
GROUND RING TO MGB OR SSC
GROUND
WIRE
ONLY
EXCEPTION CONDUIT USE TABLE
CONDUIT I 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, ULSA, ANSI C80.5, NEC 344.10 (A) ALLOWS
THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS
CONDUIT USE TABLES
PROPOSED CABINET
#2 AWG STRANDED
GREEN
INSULATED COPPER
CONDUCTOR
EXISTING EQUIPMENT
GROUND BAR (TYP.)
— 3/8" X 1-1/2" SS BOLT
(EACH SIDE)
3/8" SS LOCK WASHER
(EACH SIDE)
r � f�
yr
r / /
s
',�Y
OAppOA
.�/
0
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)
CABINET GROUNDING DETAIL
SCALE: N.T.S.
GROUND BAR NOTES:
1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,
WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER.
S 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 B
PRACTICES.
VOLTS
OCPD SIZE
WIRE SIZE
GROUND
CONDUIT
1201240V
OR
120 ABV
80AI2P
343AWG
#8 AWG
1-1/4"
1.1 /4"
2"
100/2P
342 AWG
08 AWG
125A/2P
3413/0 AWG
#6 AWG
150A/2P
34/3/0 AWG
#6 AWG
2"
200A/2P
343/0 AWG
#6 AWG
2"
240V
OR
208V
BOA/2P
243 AWG
#8 AWG
1-1/4"
10012P
242 AWG
#8 AWG
1-1/4"
125AMP
2-#3/0 AWG
#6 AWG
2"
150A/2P
2400AWG
#6 AWG
2"
200A2P
2-MO AWG
#8 AWG
2"
fi ELECTRICAL NOTES
AMERICAN TOWER•
ATC TOWER SERVICES LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 466-0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV DESCRIPTION BY DATE
OQ I -OR= ONSiRUCNON JM 05119/25
0
ATC SITE NUMBER:
211543
ATC SITE NAME:
ROUND LAKE WI
T-MOBILE SITE NAME:
Al N0963A
SITE ADDRESS:
11556W LAWRY ROAD
HAYWARD,WI 54543
SEAL:
,,}}}}}1111111111j17j
C 0
SANTHOSHA
SHANBHOGUE
E-49097
CARY ;"J
i .4%
NC
NIAI`���,
Digitally Signed: 2025-05-20
T - -Mobile
ATC PROJ. #: 15315647_GO
CUST.ID: A1N0963A
CUST. #: Al N0963A
GROUNDING DETAILS
SHEET NUMBER: REVISION:
E-501 0
Dab Printed: [DATE] Link ID: 5019747 Region: Central
Create Dab: 01-MAR-2025 Llnk Nama:A1N0903A_A1N0249A Craatsd By: AHentgat
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LmOttude: )1-18-135 W
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Lonp1lude91-20-561 W
Azimuth 203 66 Deg
K2:IPL-K2]
Azlmulh :!3 60 Deg
Elevation: 141732 R
%F2:lPL-F2]
Elevation 1159121it
Antenna CL 284 00 R AGL
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Antenna CL :115 00 RAGL
IPL-+31 J
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91.1b13.6Y7
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91-20-SB.1 W
23.60 Deg
Aalmuth (dog):1
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Vertical angle (dos):
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Elevation:1
1417-326
159121 R
Antenna mo4lN:
VHLP2-11WA
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Antenna manulaeturar.' ANDREW CORPORATION
ANDREW CORPORATION
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91
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-601 0
Product Specifications COMM5COPEe
VHLP2-1 1 W/A
0.6 Fin 1 2 ft Valut-Wea4 High Performance I"Pro[II! Antenna, single-potarized, 10-0-
11.700 ONz
GarNral Sp•Cificallons
Antenna type VHLP - ValuLJnex- High Performance Low Profile Antenna, single -polarized
Diameter, nominal 0-6 m 12 R
Polarization Single
Electrical Spec ficatians
Beam width, Horizontal
3.31
Beamwldth, Vertical
3.3 e
Cross Polarization Discrimination (KPU)
30 dB
Electrical Compliance
Brazil Armatel Class 2 1 E1S1 302 217 Class 3 1 US FCC Part IOTA @�
10.55-10.7 GHz I US FCC Part 1011D @, 10.7-11.7 GHz
Front -to -Back Ratio
61 dB
Gain, Low Band
33.7 dBi
Gain, Mid Band
34.S d8i
Gain, Top Band
35.2 dBl
Operating Frequency Band
10.0 - 11.700 GHz
Radiation Pattern Envelope Reference (RPE) 7200A I 7201A
Return Loss
17-7 dB
VSWR
1.30
IMnichanical Specifications
Fine Azimuth Adjustment
Fine Elevation Adjustment
Mounting Pspe Diameter
Net Weight
Side Struts, Included
Side Struts, Optional
Wind Velocity Operational
Wind Velocity Survival Rating
*150
*lso
50 cam-120 min 1 2.0 in-4-7 in
8 kg 1 17 lb
0
0
1801a1Hh I 112 mph
250 km/h I 155 mph
Wind Forces At Wind Velocity Survival Rating
Axial Force (FA)
1290 N 1
290 Ibf
Side Force (FS)
639 N [
144 lbf
Twisting Moment (MT)
39S N•m
Weight with 1/2 In (12 mm) Radial Ice
21 kg 1
46 lb
Zcg with 112 In (12 mm) Radial toe
106 mm
1 4 in
C E1 tAG"r,P
High -availability, split -mount, modular multicore aggregation node
nesgned uniquely far the Narrh American marlin. FbMrr IP•20A Is a highyr-nexmtile aggregarxsn nodP Thal detmvefs mukifibps radio
rapadr ty al a very large Seale Now avadab* swdh mule car we tedxiniogy and new radio LiMs. iP-10A feaiurm hsgri modularity and
fiexihility and supports up to A radio links with an except lonarly wide Y2hety of fine L lterfar¢s via pitggzbie modules, In a wide range
of network topologies - making it the preferred rode for your transport network's aggregation sites.
The FibaAlf a-20A operates within the entire microwave and nsilsmater-wawa spent rum, offering high spectral of ciency across
licensed and Leersse rx^mp[ frcqucncY band: 14 B6GH0- It also supportm all high speed data interfaces [LOG/1G;FEI and a wide
variety of TDM Interfaces IDS1, OC-3); Operates with a wide variety of an utticare, standard and high power radio; and accornmodates
various network configurations including Ix 1140, 4x 2.(X and for 1+0.
Note: rcremcee texture awRablNty, contactyour ceap ri represenutlre. In case of discrepancy beUaeen this Dataslieet
arulthe Ier.hn-"I UPSCr.ptmdn UV the prndarr- the fechfuc4V a(&Arrir,, i r ,i-, I-.
General
)WIC
Multiband jwith IP-SOE/ P-20E)
Assembly options
Advanced Space Diversity (ASD)'
1RU Chassis - Sx Universal slots;
Field Replaceable Diplexers/ Field Replaceable Channel F Iters
2RU Chassis -IOx Universe slots
Ethernet
Redundant TCC slots 12RU chassis; only)
Radio
Ethernet Interfaces
1RU/2RU Traffic Interfaces - Up to 10 x 1000Base-T (R11S) or
Supported Frequency Range
1000base-x(sFP)
Standard Power: 6-42 GHz, 71-76 G14, $1,86GHs
lip to 2 x IOGbase-K (SFP+)
Iiglm Poorer: 4-Si GHz
Management Interfaces - 2 x 10/100 Base-1 (RI.45)
SFP Type- - Optical 10ODBase-Lit (1310 nm) or SK (950 rim)
Supported RFUs
Ethernet Features
RFU-D - High -capacity MukiCore radio
Mnl - 9600 Dytes
RFU-D-HP - High -capacity, high -power MulliCore radio
Clinality of Service
RFU-E - High capacity E-band radio
• Mulhp!Y Ctin illl:a[rdn L'rllerld (VthN rU P•brPs. IPyA
RFLFS - High-capecky radio
DSCP, IPv6 TC, MPLS ExPI
RFU-C - High -capacity rad o
8 prior queue3 icy per port
RFU-A - Hip-capadty, high -power radio
Deep ii ••• • ring (configu able up to 64 Mbit per queue)
1500HP/RFU-HP - H*t aapaury, high -power radio
WRED
Typical Radio Configurations
Pbitmarking/ramarldng
N40 (up to N e81,1x 8+0, 2m 4a0, 4x 2►% 811+8,1 ♦1, 2+2
4K VLANs
Spit Mawr (Standard Power, High Power)
VLAN add/remove
All Indoor With Power)
MSTP, ERP (ITU-T G.8032)
Radio Features
Frame Cut Through - controslatency
ed latey and PDV fo de ay
sewsitiwe applicators
Muki-Carrier Adaptive Bandwidth Control (up to 8•0)
Header DeDuplicatlon - Capacity boosting by eliminating
Protection and Diversity: HSB, SO I BBC and BBS)
Inefficiency in all layers (L2N PLS, L3,14, Tunneling - GTP for
High surctral utiliation: BPSK to 4096 GAM w/ACM
LTE, GREI
Channel bandwdth:
y 1731 Ethernet OAM
4a2 GHz: up to 112 MHz
y.1731 Ethernet Bandwidth Nolirrcation ETH-BNI
E-ltand: up to 500 MHz
Nuts: I12 cha nnq is era planned Ipr jut t+re
release.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-602 0
AL
AMERICAN TOWER"
C O R P O R A T I O N
This report was prepared for American Tower Corporation by
-A ENGINEERED
TOWER SOLUTIONS
Antenna Mount Analysis Report
Eng. Number 15315647_C8 02
ENGINEERED April 25, 2025
—A TOWER SOLUTIONS Page 4
Conclusion
Based on the analysis results, the antenna mount meets the requirements per the applicable codes listed above
provided the modifications listed below are completed:
1. Replace existing position I (looking from front, left to the right) with Site Pro 1 #P2120, 2.0 SCH 40 x
10'-0", A53 Gr.B (ANT.55993), P2,0 SCH40 120" long mount pipe. Connect with existing hardware.
Mount pipe to be located 3 inches from left end of mount face looking out from tower on all sectors.
2. Install (1) Site Pro 1 #P296, 2.0 SCH 40 x 8'-0", A53 Gr.B (ANT.55983, or approved equivalent) mount
pipe to be located 42" from right mount arm looking out from tower. Connect with with 00.5" U-Bolts,
use existing bolt holes. Center mount pipes position 2 vertically 12 inches above mount centerline.
The rough cost estimate is estimated to be 5$10k. No structural failures were addressed with the noted
Mount Type 7.0 ft Sector Frame contingencies. Contingencies address Carrier's antenna spacing requirements.
ATC Asset Name Round Lake WI
If you have any questions or require additional information, please contact American Tower via email at
ATC Asset Number 211543 MountAnalysis@americantower.com. Please include the American Tower site name, site number, and
Engineering Number 15315647_C8_02 engineering number in the subject line for any questions,
Mount Layout
ETS, PLLC Job Number 25135226.STR.0923
Mount Elevation 281.25 ft
Carrier T-Mobile
Carrier Site Name AlN0963A
Carrier Site Number AIN0963A
Site Location 11556W Lawry Road
Plan View
Hayward, WI 54843
45.99849083,-91.27041375
County Sawyer �`§, �,�al+inr, r' rJ ❑
Date April 25, 2025 r.
FREDERIC G.
SOOT >"r
Max Usage 90% ss
Result Contingent Pass
Prepared By: Reviewed By:
04/25/25
Jose Rahal Frederic G. Bost, PE
Structural Engineer I CFO
Engineered Tower Solutions, PLLC— 3227 Wellington Ct, Raleigh, NC 27615 - 919.782.2730 Office -www engineeredtowersolutions.com
�1 MOUNT ANALYSIS
I
Engineered Tower Solutions, PLLC-3227 Wellington Ct, Raleigh, NC 27615 - 919.7822710 Office - www.engIneeredtowersoiutions.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.
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-603 0