Request for Consent to Additional Equipment and Modifications for Flag Pole Cell Tower at Madison ParkCity of Dubuque
City Council
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Copyrighted
October 20, 2025
ITEM TITLE: Request for Consent to Additional Equipment and
Modifications for Flag Pole Cell Tower at Madison Park
SUMMARY: City Manager recommending City Council adopt a resolution
approving the request from American Tower Corporation for
additional equipment and modifications to the flag pole cell
tower located at Madison Park, 1824 North Main Street in
Dubuque.
RESOLUTION Approving A Request For Additional
Equipment And Modifications To The Flag Pole Cell Tower
Located At Madison Park
SUGGUESTED Receive and File; Adopt Resolution(s)
DISPOSITION:
ATTACHMENTS:
1. MVM Memo
2. Staff Memo for Modification_10152025bal
3. Madison Park Tower Modifications Resolution 10152025TS
4. Attachment 1 - STAMPED PDF. T-MOBILE, DM04527A@ ATC 205765 MADISON
PARK, IA (14878139_GO_03). AE(CD). REV1 (1)
5. Attachment 2 - NOD 1824 N. Main Des Review
6. Attachment 3 - NOD 1824 North Main Street CUP
7. Madison Park - Present Day Flagpole
8. 14878139_Consent
Page 155 of 817
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TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Request for Consent to Additional Equipment and Modifications for Flag
Pole Cell Tower at Madison Park
DATE: October 16, 2025
City Engineer Gus Psihoyos is recommending City Council adopt a resolution approving
the request from American Tower Corporation for additional equipment and
modifications to the flag pole cell tower located at Madison Park, 1824 North Main
Street in Dubuque.
The canister on top of the flagpole will increase in size, from 2 ft. in diameter to 5 ft. in
diameter with an overall height of the canister at 10 ft.
Engineering Staff have worked with the Planning Department, Historic Preservation
Commission (HPC), Zoning Board of Adjustment, and Senior Counsel Barry Lindahl.
The leased property is located within a national register historic district and adjacent to
a local historic district and it was determined that the additions and modifications should
have advisory review by the Historic Preservation Commission. The Historic
Preservation Commission has recommended approval with the following conditions:
1. The antennae sheath matches the texture, color and surface as the existing
pole.
2. The structure should no longer be used as a flagpole.
Please see Notice of Decision, Attachment 2
The Unified Development Code requires that substantial changes to cellular towers
receive an approved Conditional Use Permit with review and approval by the Zoning
Board of Adjustment. The Zoning Board of Adjustment has reviewed the proposed
additions and modifications. The Conditional Use Permit is approved with the following
conditions-
1. That the antennae sheath matches the texture, color, and surface as the
existing pole.
2. That the modified monopole should no longer be used as a flagpole.
3. That City Council approves both the design and lease/license.
Page 156 of 817
Please see Notice of Decision, Attachment 3
I concur with the recommendation and respectfully request Mayor and City Council
approval.
Mic ael C. Van Milligen
J14 0 Ui�i
Attachment
cc: Crenna Brumwell, City Attorney
Cori Burbach, Assistant City Manager
Gus Psihoyos, City Engineer
Jim Bousley, Project Manager
Tracy Schadle, Administrative Support Professional
I
Page 157 of 817
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DUj!BQTE
Masterpiece on the Mississippi
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer
DATE: October 16, 2025
Dubuque
WAWca 914
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2007-2012.2013
2017*2019
RE: Request for Consent to Additional Equipment and Modifications for Flag
Pole Cell Tower at Madison Park
INTRODUCTION
Grain Comm III, formerly Iowa Wireless Services, LLC (the Lessee), leases City property
in Madison Park for a 50' flag pole cellular radio -telephone cell tower. See attached
photos.
DISCUSSION
The Lease states in part:
1. Leased Premises. * * * * Lessee may not add additional equipment and/or
flag pole(s) from that shown on Exhibit C without the prior written approval of
Lessor.
8. Equipment Upgrade. Lessee may update or replace the flag pole from time
to time with the prior written approval of Lessor, whose approval shall not be unreasonably
withheld, provided that the replacement flag pole are not greater in number or size that
the existing flag pole and that any change in flag pole location is approved in writing by
the Lessor. Lessee shall submit to Lessor a proposal for any such replacement flag pole
and any supplemental materials for Lessor's evaluation."
Lessee has requested the following additional equipment and modifications , as shown
on Attachment 1 , the project Plan:
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
TOWER WORK:
REMOVE (3) ANTENNA(S) AND (6) 1-518" COAX CABLE(S)
INSTALL (3) PIPE MOUNT KIT(S), (3) ANTENNA(S), (8) RRU(S) AND (2)
2.00" HYBRID TRUNK 6124 4AWG 70M CABLE(S)
GROUND WORK:
REMOVE (1) PURCELL SSC, (1) PPC AND (1) MODULE STAND WI
FLEXi MODULES
The INSTALL (1) DELTA HPL3.05 CABINET, (1) DELTA LB3 CABINET, (1) canister on top of the
PPC, (2) AMIA, (1) ASIB, (2) ASIL, (1) FSMF, (3) ABIA, (5) ABIL, (1) ABIO
AND (1) CSR IXRE V2
Page 158 of 817
flagpole will increase in size, from 2 ft. in diameter to 5 ft. in diameter with an overall
height of the canister at 10 ft.
Engineering Staff have worked with the Planning Department, Historic Preservation
Commission (HPC), Zoning Board of Adjustment, and Senior Counsel Barry Lindahl. The
leased property is located within a national register historic district and adjacent to a local
historic district and it was determined that the additions and modifications should have
advisory review by the Historic Preservation Commission. The Historic Preservation
Commission has recommended approval with the following conditions:
1. The antennae sheath matches the texture, color and surface as the existing pole.
2. The structure should no longer be used as a flagpole.
Please see Notice of Decision, Attachment 2
The Unified Development Code requires that substantial changes to cellular towers
receive an approved Conditional Use Permit with review and approval by the Zoning
Board of Adjustment. The Zoning Board of Adjustment has reviewed the proposed
additions and modifications. The Conditional Use Permit is approved with the following
conditions:
1. That the antennae sheath matches the texture, color, and surface as the existing
pole.
2. That the modified monopole should no longer be used as a flagpole.
3. That City Council approves both the design and lease/license.
Please see Notice of Decision, Attachment 3
RECOMMENDATION
I respectfully request that the Lessee's request for consent to the additions and
modifications described in the attached Resolution be submitted to the City Council for
consideration.
cc: Barry Lindahl, Senior Counsel
Jim Bousley, Project Manager
Tracy Schadle, Admin. Support Professional
I
Page 159 of 817
Prepared by Tracy Schadle City of Dubuque Engineering 50 W. 13'h St. Dubuque IA 52001 (563) 589-4270
Return to Adrienne N. Breitfelder City Clerk City of Dubuque, 50 W. 13'h St. Dubuque, IA 52001 (563) 589-4100
RESOLUTION NO. 333 - 25
RESOLUTION APPROVING A REQUEST FOR ADDITIONAL EQUIPMENT AND
MODIFICATIONS TO THE FLAG POLE CELL TOWER LOCATED AT MADISON PARK
WHEREAS, the City of Dubuque, Iowa and Grain Comm III, formerly Iowa Wireless
Services, LLC, entered into the Madison Park Ground Space Lease (the Lease
Agreement) dated the 23rd day of April, 2008, for the flag pole cell tower site at 1824 North
Main Street (Madison Park); and
WHEREAS, Grain Comm III has requested consent to Additional Equipment and
Modifications to the cell tower described below;
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
TOWER WORK:
REMOVE (3) ANTENNA(S) AND (6) 1-5/8" COAX CABLE(S)
INSTALL (3) PIPE MOUNT KIT(S), (3) ANTENNA(S), (8) RRU(S) AND (2)
2.00" HYBRID TRUNK 6/24 4AWG 70M CABLE(S)
GROUND WORK:
REMOVE (1) PURCELL SSC, (1) PPC AND (1) MODULE STAND W/
FLEXI MODULES
INSTALL (1) DELTA HPL3.05 CABINET, (1) DELTA LB3 CABINET, (1)
PPC, (2) AMIA, (1) ASIB, (2) ASIL, (1) FSMF, (3) ABIA, (5) ABIL, (1) ABIO
AND (1) CSR IXRE V2
Including the canister on top of the flagpole will increase in size, from 2 ft. in
diameter to 5 ft. in diameter with an overall height of the canister at 10 ft.
WHEREAS, the Lease Agreement requires the consent of the City to any additions
or modifications to the flag pole cell tower; and
WHEREAS, the flag pole cell tower site is located in a national register historic
district and adjacent to a local historic preservation district and any additions or
modifications also requires a recommendation from the Historic Preservation
Commission; and
WHEREAS, the Historic Preservation Commission has recommended approval
with the following conditions:
1. The antennae sheath matches the texture, color and surface as the existing pole.
2. The structure should no longer be used as a flagpole
; and
WHEREAS, the Unified Development Code requires an approved Conditional Use
Permit for significant alterations to cell towers; and
WHEREAS, the Zoning Board of Adjustment has reviewed and approved a
Conditional Use Permit with the following conditions:
1. That the antennae sheath matches the texture, color, and surface as the
existing pole.
2. That the modified monopole should no longer be used as a flagpole.
3. That City Council approves both the design and license.
; and
WHEREAS, the City Council finds that the request is reasonable and should be
consented to.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
SECTION 1. The following Additional Equipment and Modifications only to the cell
tower are hereby consented to:
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
TOWER WORK:
REMOVE (3) ANTENNA(S) AND (6) 1-5/8" COAX CABLE(S)
INSTALL (3) PIPE MOUNT KIT(S), (3) ANTENNA(S), (8) RRU(S) AND (2)
2.00" HYBRID TRUNK 6/24 4AWG 70M CABLE(S)
GROUND WORK:
REMOVE (1) PURCELL SSC. (1) PPC AND (1) MODULE STAND W/
FLEXI MODULES
INSTALL (1) DELTA HPL3.05 CABINET, (1) DELTA LB3 CABINET, (1)
PPC, (2) AMIA, (1) ASIB, (2) ASIL, (1) FSMF, (3) ABIA, (5) ABIL, (1) ABIO
AND (1) CSR IXRE V2
1. That the antennae sheath matches the texture, color, and surface as the
existing pole.
2. That the modified monopole should no longer be used as a flagpole.
3. That City Council approves both the design and lease/license.
SECTION 2. All other terms and conditions of the Lease Agreement shall remain
in full force and effect.
Passed, approved and adopted this 20th day of October 2025.
Attest:
e A �& e, yf,�,
Adrienne N. Breitfelder, City Clerk
•J
rad M. Cavanagh, Mayor
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AMERICAN TOWER°
ATC SITE NAME: MADISON PARK
ATC SITE NUMBER: 205765
T-MOBILE SITE NAME: IA-0284 MADISON PARK
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T-MOBILE SITE NUMBER: DM04527A
SITE ADDRESS: 1824 NORTH MAIN STREET
DUBUQUE, IA 52001
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SITE CLASS: CANISTER POLE
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VICINITY
MAP
LOCATION MAP
T-MOBILE ANCHOR PHASE 3 AMENDMENT
PLAN
56792ZAH SR 4T4R CONFIGURATION
COMPLIANCE CODE
PROJECT SUMMARY
PROJECT DESCRIPTION
SHEET INDEX
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.
2021 IBC
NATIONAL ELECTRICAL CODE (NFPA 70, NEC 2020)
IOWA STATE MECHANICAL CODE (IMC 2021)
IOWA STATE PLUMBING CODE (UPC 21)
IOWA STATE ENERGY CODE ( 2012)
IOWA STATE FIRE CODE (IFC 2002121 )
IOWA STATE BUILDING CODE
SITE ADDRESS:
1824 NORTH MAIN STREET
DUBUQUE, IA 52001
COUNTY: DUBUQUE
GEOGRAPHIC COORDINATES:
LATITUDE: 42.509175
42° 30' 33.03" N
LONGITUDE:-90.671242
90° 40' 16.471" W
GROUND ELEVATION: 755' AMSL
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
TOWER WORK:
REMOVE (3) ANTENNA(S) AND (6) 1-5/8" COAX CABLE(S)
INSTALL (3) PIPE MOUNT KIT(S), (3) ANTENNA(S), (8) RRU(S) AND (2)
2.00" HYBRID TRUNK 6/24 4AWG 70M CABLE(S)
GROUND WORK:
REMOVE (1) PURCELL SSC, (1) PPC AND (1) MODULE STAND W/
FLEXI MODULES
INSTALL (1) DELTA HPL3.05 CABINET, (1) DELTA LB3 CABINET, (1)
PPC, 2 AMIA, 1 ASIB, 2 ASIL, 1 FSMF, 3 ABIA, 5 ABIL, 1 ABIO
() () () () () () ()
AND (1) CSR IXRE V2
SHEET
NO:
DESCRIPTION:
REV:
DATE:
BY:
G-001
TITLE SHEET
1
01/28/25
JMB
G-002
GENERAL NOTES
0
12/6/2024
EDNA
C-101
DETAILED SITE PLAN
0
12/6/2024
EDNA
C-102
DETAILED EQUIPMENT PLAN
0
12/6/2024
EDNA
C-201
TOWER ELEVATION
0
12/6/2024
EDNA
C-401
ANTENNA INFORMATION & SCHEDULE
1
01/28/25
JMB
C-501
CONSTRUCTION DETAILS
0
12/6/2024
EDNA
IOWA STATE RESIDENTIAL CODE (IRC 2021)
IOWA STATE FUEL GAS CODE (IFGC 2021)
E-501
GROUNDING DETAILS
0
12/6/2024
EDNA
PROJECT NOTES
E-601
PANEL SCHEDULE & ELECTRICAL SCHEMATIC
0
12/6/2024
EDNA
PROJECT TEAM
1. THE FACILITY IS UNMANNED.
2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A
SUPPLEMENTAL SHEETS (10 PAGES)
MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
TOWER OWNER: APPLICANT:
3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
AMERICAN TOWER T-MOBILE
4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL
10 PRESIDENTIAL WAY
IS REQUIRED.
WOBURN, MA 01801
5. HANDICAP ACCESS IS NOT REQUIRED.
6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN
ENGINEER:
ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED
REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN
ATC TOWER SERVICES, LLC
1 FENTON MAIN, STE 300
EXISTING WIRELESS TOWER THAT INVOLVES THE
COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF
UTILITY COMPANIES
CARY, NC 27511
TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL
PROPERTY OWNER:
CITY OF DUBUQUE
CHANGE UNDER CFR § 1.61000
POWER COMPANY: ALLIANT ENERGY
PHONE: UNKNOWN
PROJECT LOCATION DIRECTIONS
HEAD NORTH ON US-151 N/US-61 N, TAKE THE WHITE ST EXIT
TOWARD PORT OF DUBUQUE, 0.2 MI. CONTINUE ONTO WHITE ST,
0.8 MI. TURN LEFT ONTO E 17TH ST, 407 FT. TURN RIGHT ONTO
TELEPHONE COMPANY: UNKNOWN
PHONE: UNKNOWN
50 W. 13TH STREET
DUBUQUE, IA 52001
HEEB ST, 410 FT. HEEB ST TURNS LEFT AND BECOMES CLARKE
DR, 0.1 MI. TURN LEFT ONTO N MAIN ST. DESTINATION WILL BE ON
Kmw whets low.
Call uerore you dl�
THE LEFT.
AMERICAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
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.
CONTRACTORS) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR CONSTRUCTION EDNA 12/6/2024
1L ANTENNA MODEL JMB 01/28/25
0
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
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SEAL: = Uj SCOjT A. `•. I '
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I hereby oedifythat this engineering document was prepared by
meor under mydirect peswal supervision and I ama duly
licensed Professional Engineer under the laws of the State of Iowa.
Printed ortyprd name Scott Wirgau
License Number. 23705
My license renewal date is December 31, 2025
Pages orsheets awered by this seal ALL
{date}
SCOttDigitally signed
l l
by Scott Wirga
vv it al��
Z� • �1VlO l e�o5roor
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
DM04527A
TITLE SHEET
SHEET NUMBER:
REVISION:
G-001
1
Page 163 of 817
GENERAL CONSTRUCTION NOTES:
1. OWNER FURNISHED MATERIALS, T-MOBILE'THE COMPANY" WILL PROVIDE AND THE
CONTRACTOR WILL INSTALL
A. BITS 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 BUILD/CO-LOCATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
D. TOWERS, MONOPOLES
E. TOWER LIGHTING
F. GENERATORS & LIQUID PROPANE TANK
G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING
H. ANTENNAS (INSTALLED BY OTHERS)
I. TRANSMISSION LINE
J. TRANSMISSION LINE JUMPERS
K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
L. TRANSMISSION LINE GROUND KITS
M. HANGERS
N. HOISTING GRIPS
O. BTS EQUIPMENT
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM,
ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,
COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND
DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
RUBBER MATTING, REBAR, 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
THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF T-MOBILE TO APPLY FOR
PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED
PERMITS.
3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL
CODES, INCLUDING ANSI/EIA/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.
10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED
FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,
ANCHOR BOLTS, ETC.
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS
DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK.
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
APPROVAL.
28. WHEN THE PROJECT SCOPE REQUIRES THE USE OF THE SAFETY CLIMB, THE GENERAL
CONTRACTOR SHALL ENSURE THE SAFETY CLIMB IS FREE OF OBSTRUCTIONS, NOT
RUBBING ON OR TRAPPED BY ANY INSTALLED CUSTOMER EQUIPMENT, IS VISUALLY
TAUT, MEETS MANUFACTURER INSTALLATION SPECIFICATIONS, AND IS FIRMLY SECURED
AT ALL CABLE GUIDE LOCATIONS UPON PROJECT COMPLETION.
29. COMPLETION OF PROJECT SHALL NOT OBSTRUCT, TRAP, LOOSEN, OR OTHERWISE
CAUSE FAILURE TO MEET MANUFACTURER INSTALLATION REQUIREMENTS FOR THE
SAFETY CLIMB.
30. CONTRACTOR SHALL BE RESPONSIBLE FOR 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. ANY WORK FOUND BY
THE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE
REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS
OBTAINED.
33. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF
MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR
MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS
AS SPECIFIED.
34. 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.
12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
35. T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE
EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL
THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE
REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING.
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO
T-MOBILE OR THEIR ARCHITECT/ENGINEER.
13. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP, AND COORDINATE HIS
WORK WITH THE WORK OF OTHERS.
SPECIAL CONSTRUCTION
14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS
ANTENNA INSTALLATION NOTES:
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
OF THE T-MOBILE CONSTRUCTION MANAGER.
1. WORK INCLUDED:
15. ALL CABLE/CONDUIT 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.
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
ALL ITEMS PROVIDED.
B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE
SPECIFICATIONS.
C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE.
E. INSTALL COAXIAL/HYBRID CABLES AND TERMINATING BETWEEN ANTENNAS AND
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL
CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S
REQUIREMENTS. TERMINATE ALL COAXIAL/HYBRID CABLE THREE (3) FEET IN
EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED.
ANTENNA AND COAXIAUHYBRID CABLE GROUNDING:
A. ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE
WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT
#221213 OR EQUAL.
B. ALL COAXIAUHYBRID CABLE GROUNDING KITS ARE TO BE INSTALLED ON
STRAIGHT RUNS OF COAXIAUHYBRID CABLE (NOT WITHIN BENDS)
ALL DISCREPANCIES FROM WHAT 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.
AMEMCAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR CONSTRUCTION EDNA 12/6/2024
A
L
A
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
�p IT11111/!//!/►I I
Iola // f
♦♦
lot R�°FJ
F ♦♦♦
8{IQUE, IA 52W ;
9
SEAL: = W�.r sco'r A. % I i
WIRGAU m =
1W..
v: 23705 :� 3
I hereby oedify that this engineering document was prepared by
meor under mydirect pesenal supervision and I ama duly
licensed Professional Engineer under the laws of the State of Iowa.
Printed ortypetl name Scott Wirgau
License Number. 23705
My license renewal date is December 31, 2025
Pages orshcets awerod by this seat ALL
(date)
Digitally Signed: 2025-01-28
T - -Mobile
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
DM04527A
GENERALNOTES
SHEET NUMBER:
REVISION:
G-002
0
SITE PLAN NOTES:
1. THIS SITE PLAN REPRESENTS THE BEST PRESENT
KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE
TIME OF THIS DESIGN. THE CONTRACTOR SHALL
VISIT THE SITE PRIOR TO CONSTRUCTION AND
VERIFY ALL EXISTING CONDITIONS RELATED TO
THE SCOPE OF WORK FOR THIS PROJECT.
ICE BRIDGE, CABLE LADDER, COAX PORT, AND
COAX CABLE ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR SHALL CONFIRM THE EXACT
LOCATION OF ALL PROPOSED AND EXISTING
EQUIPMENT AND STRUCTURES DEPICTED ON THIS
PLAN. BEFORE UTILIZING EXISTING CABLE
SUPPORTS, COAX PORTS, INSTALLING NEW PORTS
OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL
VERIFY ALL ASPECTS OF THE COMPONENTS MEET
THE ATC SPECIFICATIONS.
3. NO ELECTRICAL SCOPE IS INCLUDED IN THIS
PROJECT.
LEGEND
®
GROUNDING TEST WELL
ATS
AUTOMATIC TRANSFER SWITCH
B
BOLLARD
CSC
CELL SITE CABINET
D
DISCONNECT
E
ELECTRICAL
F
FIBER
GEN
GENERATOR
G
GENERATOR RECEPTACLE
HH, V
HAND HOLE, VAULT
IB
ICE BRIDGE
K
KENTROX BOX
LC
LIGHTING CONTROL
M
METER
PB
PULL BOX
PP
POWER POLE
T
TELCO
TRN
TRANSFORMER
CHAINLINK FENCE
2.
PROPOSED CABLE NOTES:
ESTIMATED LENGTH OF PROPOSED CABLE IS 230'.
ESTIMATED LENGTH OF CABLE WAS PROVIDED BY
CUSTOMER OR CALCULATED BY ADDING THE RAID
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.
ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. IF ADEQUATE SPACE
EXISTS, ROUTE CABLES THROUGH ENTRY PORT
HOLE, UP INSIDE OF MONOPOLE, AND THROUGH EXIT
PORT HOLE. IF ROUTING OUTSIDE THE MONOPOLE,
ATTACH CABLES USING STAND-OFF ADAPTERS
MOUNTED TO TOWER USING STAINLESS STEEL
BANDING. ADEQUATELY SECURE CABLES USING
EITHER APPROPRIATELY SIZED STAINLESS STEEL
SNAP -INS OR MOUNTING HARDWARE AND BRACKETS
AS SPECIFIED BY CABLE MANUFACTURER.
I '
I I
I I
1 I
I I
I I
I I
I I
I 1
I I
I I
I I
1 I
I I
I I
I I
I I
I 1
I I
I I
I
I
I
I
I
8'-0" ACCESS & I 1 I I I
I
UT/L/TY EASEMENT I I
I I
I I
I I
20'-0" FENCE & LEASE AREA
C
c
I
oc
MONOPOLE
EXISTING
/ (6) 1-5/8" COAX
(TO BE REMOVED)
PROPOSED (2) 2.00" HYBRID TRUNK
6/24 4AWG 70M
(SEE PROPOSED CABLE LENGTH
/ NOTES ON THIS PAGE FOR LENGTH
AND ROUTING GUIDELINES)
FA
EXISTING T-MOBILE
9' X 10' CON. PAD W/
18' X 20' GROUND SPACE 1 2
(MODIFIED AS REQUIRED FOR R-60 C-10
UPGRADE TO 56792ZAH_SR_4T4R
CONFIGURATION)
� DETAILED SITE PLAN
GRAPHIC SCALE
10 0 5 10
(IN FEET)
1 UNIT = 10 FEET
AMEMCAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR CONSTRUCTION EDNA 12/6/2024
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
•,
F iN
�♦ 8{IQUE, IA ;
SEAL: = WC,).r SCOjT A. `•, i
WIRGAU m =
L Z
v : 23705 :n 3
s
I hereby certify that this engineering document was prepared by
meor under mydirect pesonal supervision and I ama duly
licensed Professional Engineer under the laws of the State of Iowa.
Printed ortypetl name Scott Wirgau
License Number. 23705
My license renewal date is December 31, 2025
Pages orshcets awered by this seal. ALL
{dale)
Digitally Signed: 2025-01-28
T - -Mobile
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
DM04527A
DETAILED SITE PLAN
SHEET NUMBER:
REVISION:
C-101
0
SITE PLAN NOTES:
1. CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD
EQUIPMENT. IF SO, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING
DEAD 2G (6201 CABS) EQUIPMENT.
2. ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY
3. ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA.
DISPOSE OF MATERIALS PROPERLY OFF SITE.
EXISTING
WOODEN
UTILITY FRAME
EXISTING
MODULE STAND
W/ FLEXI
MODULES
(TO BE
REMOVED)
EXISTING
T—MOBILE
METER ON
WOODEN
UTILITY FRAME
9' X 10' CON. PAD W/
78' X 20' GROUND SPACE
(MODIFIED AS REQUIRED FOR
UPGRADE TO 56792ZAH—SR-4T4R
CONFIGURATION)
T-MOBILE CM APPROVAL REQUIRED BEFORE INSTALLING CABINETS.
EXISTING
WOODEN
UTILITY FRAME
PROPOSED
DELTA LB3
eBATTERY
606 CABINET
EXISTING
T—MOBILE
METER ON
WOODEN
UTILITY FRAME
2UNK 6/24 4AWG 70M
fH NOTES ON PAGE
ING GUIDELINES)
)A DC CABINET 1 1
1) FSMF, (3) 60 607
CSR IXRE V2
9' X 10' CON. PAD W/
18' X 20' GROUND SPACE
(MODIFIED AS REQUIRED FOR
UPGRADE TO 56792ZAH—SR-4T4R
CONFIGURATION)
EXISTING GROUND EQUIPMENT LAYOUT 2 PROPOSED GROUND EQUIPMENT LAYOUT
GRAPHIC SCALE GRAPHIC SCALE
5 0 2.5 5 5 0 2.5 5 w'
(IN FEET) ( IN FEET) /�1
1 UNIT = 5 FEET 1 UNIT = 5 FEET
AMEMCAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A FOR CONSTRUCTION EDNA 12/6/2024
A
L
0
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
•,
F iN
�♦ 8{IQUE, IA ; 9
SEAL: = 44:Z).1 SCOjT A. `" 4P
WIRGAU m =
cx;
l 23705 : n 3
s
I hereby cedify that this engineering document was prepared by
meor under mydirect personal supervision and I aura duly
licensed Professional Engineer under the laws of the State of Iowa.
Printed ortypetl name Scott Wirgau
License Number. 23705
My license renewal date is December 31, 2025
Pages orshcets awered by this seat ALL
{date)
Digitally Signed: 2025-01-28
T - -Mobile
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
DM04527A
DETAILED EQUIPMENT
PLAN
SHEET NUMBER:
REVISION:
C-102
0
Page 166 of 817
TOP OF EXISTING
HIGHEST APPURTENANCE
ELEV 50.5
TOP OF EXISTING TOWER
ELEV 49'
2 1 PROPOSED T-MOBILE
C 401 C 401 EQUIPMENT
EXISTING
(6) 1-5/8" COAX
(TO BE REMOVED)
PROPOSED (2) 2.00" HYBRID TRUNK 6/24
4AWG 70M (230')
(SEE CABLE NOTES ON C-101)
TOWER ELEVATION
SCALE: N.T.S.
AMERICAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A FOR CONSTRUCTION EDNA 12/6/2024
A
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
•,
F i2W;
8{IQUE,IA9
SEAL: = W4Z) SCOTT A. `•, i
WIRGAU m =
cx;
1 23705 : n 3
s
I hereby oedify that this engineering document was prepared by
meor under mydirect personal supervision and I ama duly
licensed Professional Engineer under the laws of the State of Iowa.
Printed ortypetl name Scott Wirgau
License Number. 23705
My license renewal date is December 31, 2025
Pages orshcets awer,d by this seat ALL
{dale)
Digitally Signed: 2025-01-28
T • -Mobile
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
DM04527A
TOWER ELEVATION
SHEET NUMBER:
REVISION:
C-201
0
PROPOSED APXVAA4L18_43-1 Q
ANTENNA
(1 PER SECTOR) (TYP. 3)
PROPOSED AHLOB RRU 1 PROPOSED AHFII RRU 1
EXISTING C9� uoo (1 PER SECTOR) (TYP. 3) C-501 (1 PER SECTOR) (TYP. 3) C-501
WWX063X79X00 ANTENNA i
(TO BE REMOVED) 9 PROPOSED AZHL RRU 1
o, EXISTING 4"0 CENTER MAST (1 PER SECTOR) (TYP. 3) C1 (TYP. 2) C-501
C7
AZ. = 90' AZ.= 90°
EXISTING 24"0 CANISTER Al -Ill
ALPHA P'1 ALPHA
B1
O
ti 131
P"v 0 ti PROPOSED PIPE MOUNT 1 PROPOSED BACK TO BACK
(1 PER SECTOR) (TYP. 3) C-50 RRU BRACKET 1
(1 PER SECTOR) (TYP. 3) C-501
EXISTING ANTENNA PLAN 1N r
SCALE: N.T.S.
EXISTING ANTENNA SCHEDULE
LOCATION
ANTENNA SUMMARY
NON ANTENNA SUMMARY
SECTOR
RAID
AZ
AZ
POS
ANTENNA
BAND
D-TILT
STATUS
ADDITIONAL TOWER
MOUNTED EQUIPMENT
STATUS
ALPHA
90°
Al
WWX063X79x00
-
-
RMV
-
-
BETA
46'
270°
B7
WWX063X79x00
-
-
RMV
-
-
GAMMA
330'
C1
WWX063X19x00
-
-
RMV
-
-
EXISTING FIBER DISTRIBUTION / OVP BOX
MODELNUMBER STATUS
RMN
RMV
EXISTING CABLING SUMMARY
CABLE QTY, SIZE, TYPE STATUS
---- RMN
(6) 7-518" COAX RMV
ELEVATION 46'
NOTES
1. GC TO VERIFY THE FINAL REDS LOCATION
MATCHES THE FINAL
CONSTRUCTION DRAWINGS. SECTOR RAID AZ POS
GC TO NOTIFY ATC PM OF ANY
DISCREPANCY PRIOR TO
ELEVATION 4 .
2 FINAL ANTENNA PLAN ANSCALE: N.T.S.
FINAL ANTENNA SCHEDULE
ANTENNA SUMMARY NON ANTENNA SUMMARY
MECH/ELEC STATUS ADDITIONAL TOWER
ANTENNA BAND STATUS
INSTALLING THE EQUIPMENT.
2. GC TO CAP ALL UNUSED
PORTS.
3. GC TO CONFIRM SPACING OF
ALPHA
46
90"
Al
APXVAA4L18_43-U-NA20
N25/L6/N6
BETA
210"
131
APXVAA4L18 43-U-NA20
N25/L6/N6
PROPOSED EQUIP DOES NOT
-
CAUSE TOWER CONFLICTS
GAMMA
330"
C1
APXVAA4L18 43-U-NA20
N25/L6/N6
NOR IMPEDE TOWER CLIMBING
PEGS.
STATUS ABBREVIATIONS
RMV: TO BE REMOVED
RMN: TO REMAIN
REL: TO BE RELOCATED
ADD: TO BE ADDED
CABLE LENGTHS FOR JUMPERS
JUNCTION BOX TO RRU: 15'
RRU TO ANTENNA: 10'
3 EQUIPMENT SCHEDULES
D-TILT
MOUNTED EQUIPMENT
AHFII
ADD
0/-
ADD
AHLOB
ADD
AZHL
ADD
AHFII
ADD
0/-
ADD
AHLOB
ADD
AZHL
ADD
OI-
ADD
AHFII
ADD
AHLOB
ADD
FINAL FIBER DISTRIBUTION / OVP BOX
MODELNUMBER STATUS
RMN
ADD
FINAL CABLING SUMMARY
CABLE QTY, SIZE, TYPE STATUS
---- RMN
(2) 2.00" HYBRID TRUNK 6/24 4AWG 70M ADD
AMEMCAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A FOR CONSTRUCTION EDNA 12/6/2024
1� ANTENNA MODEL JMB 01/28/25
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
♦♦
1 �r8 R�°FJ
F ♦♦♦
�y� uE, IA 52t70 ;
9
jii
SEAL: = W4:Z).r SCOjT A. `•.
WIRGAU m =
L Z
v 23705 :n 3
s
io
I hereby certify that this engineering document was prepared by
meor under mydirect personal supervision and I ama duly
licensed Professional Engineer under the laws of the State of Iowa.
Printetlortypetl name Scott Wirgau
License Number. 23705
My license renewal date is December 31, 2025
Pages orshcets awered by this seal. ALL
{dale)
Digitally Signed: 2025-01-28
T - -Mobile
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
DM04527A
ANTENNA INFORMATION
& SCHEDULE
SHEET NUMBER:
REVISION:
C-401
1
Page 168 of 817
ONE SECTOR SHOWN FOR CLARITY
0
a
CANISTER CUTAWAY DETAIL
SCALE: N.T.S.
TO. EXISTING HIGHEST
APPURTENANCE r6
ELEV. 50.5'
TOP OF EXISTING TO
ELEV. 49'
PROPOSED ANTENNA (TYP. 3)
EXISTING T-MOBILE
RAID CENTER @ 46'
PROPOSED RRU (TYP. 3)
PROPOSED PIPE MOUNT (TYP. 3)
(COMMSCOPE PM-SUR-96 OR EQUAL)
PROPOSED 60"0 CANISTER
(DESIGNED BY OTHERS)
PROPOSED RRU (TYP. 5)
ATTACHED TO CENTER MAST W/
BACK TO BACK BRACKET
(COMMSCOPE RR-FA2 OR EQUAL)
aD z
N 2
co 0
z
PROPOSED
CABINET
PROPOSED 1/2" HILTI KWIK BOLT
EXISTING
CONCRETE
PAD
NOTE:
INSTALL HILTI KWIK BOLT ANCHORS STRICTLY PER
INSTALLATION INSTRUCTIONS INCLUDED WITH PRODUCT OR
FOUND ONLINE AT WWW.US.HILTI.COM. PROPER
INSTALLATION IS CRITICAL FOR FULL PERFORMANCE.
CABINET ATTACHMENT DETAIL
L
SCALE: N.T.S.
AMEMCAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR CONSTRUCTION EDNA 12/6/2024
A
A
0
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
i
F
�♦ 8{IQUE,IAi2W;
9
SEAL: = W4:Z).r SCOTT A.
_ "' ? WIRGAU m =
cx;
l 23705 : n 3
s
I hereby certify that this engineering document was prepared by
meor under mydirect personal supervision and I aura duly
licensed Rofessenal Engineer under the laws of the State of Iowa.
Printed ortypetl name Scott Wirgau
License Number. 23705
My license renewal date is December 31, 2025
Pages orshcets awered by this seal. ALL
{date)
Digitally Signed: 2025-01-28
T • -Mobile
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
DM04527A
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-501
0
EXISTING
ANTENNAS
TO EXISTING
ANTENNA MASTS
EXISTING COAX
GROUND KITS
PROPOSED #6 AWG i
STRANDED CU
WIRE WITH GREEN, 60OV,
THWN INSULATION
TO PROPOSED RRU 1
GROUND LUG (TYP.) I
GROUNDING
CONNECTION TO
EXISTING TMAs A
EXISTING GROUNDING L
CONNECTION TO
LIGHTNING
PROTECTION SYSTEM
NOTES:
PROPOSED ANTENNA
PROPOSEDJUMPER
PROPOSED CONNECTOR AND
WEATHERPROOFING KIT
PROPOSED WEATHERPROOFING KIT
PROPOSED CABLE
GROUND KIT 501
ANTENNA CABLE TO
I CABINET (TYP.)
#6 AWG STRANDED CU
WIRE WITH GREEN, 60OV,
THWN INSULATION
GROUND BAR MOUNTED 3
NEAR/BELOW ANTENNA
(TO BE INSTALLED IF -501
REQUIRED)
1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT
ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE
CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE
CONSTRUCTION MANAGER OF ANY CONFLICTS.
2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATEST
EDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHEN
NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.
TYPICAL ANTENNA GROUNDING DIAGRAM
I
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)
'O 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.
2 CABLE GROUND KIT CONNECTION DETAIL
SCALE: N.T.S.
STANDARD CONDUIT USE TABLE
CONDUIT
USE CASE
LOCATION
USE CASE EXAMPLE
TYPE
RMC
(METALLIC)
AC, DC COMM
ABOVE GROUND
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
INDOOR AC, DC
INDOOR NOT EXPOSED TO THE OUTDOOR
EMT
COMM
ENVIRONMENT (MUST BE DRY)
CIRCUIT PANEL TO JUNCTION BOX
GROUND
CONCEALING AND PROTECTING BTCW RISERS
LFNC
WIRE
ONLY
GROUND RING TO MGB OR SSC
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
PER NEC
METALLIC RMC, MUST MEET OR EXCEED FEDERAL SPEC:
(ALUMINUM)
GUIDLINES
ABOVE GROUND
WW-C-540C, UL-6A, ANSI C80.5, NEC 344.10 (A) ALLOWS
THE USE OF EITHER ALUMINUM OR GALVANIZED FITTINGS
CONDUIT USE TABLES
PROPOSED CABINET
#2 AWG STRANDED
GREEN
INSULATED COPPER
CONDUCTOR
I
II
II 1
EXISTING EQUIPMENT
GROUND BAR (TYP.)
CABINET GROUNDING DETAIL
J
SCALE: N.T.S.
3/8" X 1-1/2" SS BOLT
(EACH SIDE)
3/8" SS LOCK WASHER
(EACH S.IDE)
i
/
1/4" X 4" X 6" GROUND BAR
(ERICO PIN: EGBA14406CC OR EQUAL)
TWO -HOLE LUG, TO BE USED
WITH #2 AWG BCW
(LOWER TOWER GROUND
BAR ONLY)
GROUND BAR NOTES:
1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,
WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER.
TOWER GROUND BAR DETAIL
SCALE: N.T.S.
ELECTRICAL NOTES:
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY
COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS,
BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT
REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK
SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF
THE STATE AND NATIONAL CODES, ORDINANCES AND
REGULATIONS APPLICABLE TO THIS PROJECT.
2. ATC HAS NOT VERIFIED ANY EXISTING T-MOBILE GROUND
EQUIPMENT OR ELECTRICAL LOADING. PROPOSED WORK BASED
ON INSTALLATION CONFIGURATION PROVIDED BY T-MOBILE.
CONTRACTOR TO VERIFY EXISTING T-MOBILE PANEL HAS
SUFFICIENT SPACE FOR PROPOSED BREAKER. PROPOSED CABLE
AND CONDUIT SHALL BE MINIMUM SIZE PER BELOW IN CHART.
3. FOR SPECIFIC CABINET / ANCILLARY EQUIPMENT WIRING
REQUIREMENTS, THE T-MOBILE CONTRACTOR SHOULD
REFERENCE DESIGN DOCUMENTS PROVIDED BY T-MOBILE FOR
THIS CURRENT PROJECT CONFIGURATION, IN ACCORDANCE WITH
LOCAL JURISDICTION REQUIREMENTS & NEC STANDARDS &
PRACTICES.
VOLTS
OCPD SIZE
WIRE SIZE
GROUND
CONDUIT
120/240V
OR
120/208V
8OA/2P
343 AWG
#8 AWG
1-1/4"
100/2P
342 AWG
#8 AWG
1-1/4"
125A/2P
343/0 AWG
#6 AWG
2"
150A/2P
343/0 AWG
#6 AWG
2"
20OA/2P
343/0 AWG
#6 AWG
2"
240V
OR
208V
8OA/2P
243 AWG
#8 AWG
1-1/4"
100/2P
242 AWG
#8 AWG
1-1/4"
125A/2P
243/0 AWG
#6 AWG
2"
150A/2P
243/0 AWG
#6 AWG
2"
20OA/2P
243/0 AWG
#6 AWG
2"
ELECTRICAL NOTES
V
AMEMCAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 FOR CONSTRUCTION EDNA 12/6/2024
L
A
0
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
�p IT11111/!//!/►I I
•,
F i2W;
�♦ 8{IQUE,IA
9
SEAL: if
WC,) SCOTT A.
_ W . WIRGAU m =
L Z
l 23705 : n 3
s
I hereby cedify that this engineering document was prepared by
meor under mydirect personal supervision and I aura duly
licensed Rofessenal Engineer under the laws of the State of Iowa.
Printetlortypetl name: Scott Wirgau
License Number. 23705
My license renewal date is December 31, 2025
Pages orshcets awer,d by this seat ALL
{date)
Digitally Signed: 2025-01-28
T - -Mobile
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
IDMO4527A
GROUNDING DETAILS
SHEET NUMBER:
REVISION:
E-501
0
PANEL
DESIGNATION:
TMO
TYPE:
MOUNTING:
ENCLOSURE:
LIGHTING & APPLIANCE
SURFACE
NENIA 3R
SYSTEM:
MAIN BREAKER (MB):
MAIN BUS RATING:
MIN. A.I.C. RATING:
120/240V, 10, 3W, 24 CKT
225A
225A
NIA
LOCATION: TMO LEASE EQUIPMENT AREA
PANEL NOTES: PROPOSED
CONNECTED
LOAD (kVA)
BRIEF DESCRIPTION
FEEDER
OR BRANCH CIRCUIT
FEEDER
OR BRANCH CIRCUIT
BRIEF DESCRIPTION
CONNECTED
LOAD (kVA)
BREAKER
CIRCUIT
POLE
NO.
" ° ' `
° ' ` s
POLE
NO
CIRCUIT
BREAKER
A
B
AMPS
POLES
WIRE
Gl
COND.
COND.
GND
WIRE
POLES
AMPS
A
B
0.01
SURGE
60
2
346
#10
1"
1
2
1/2"
#12
2412
1
20
GFI
0.18
0.01
3
4
1/2"
#12
2412
1
20
LIGHT
0.50
12.75
DELTA HPL3
200
2
343/0
1
#6
2"
5
6
1/2"
#12
2412
1
20
AAV GFI
0.15
12.75
7
8
1
0.00
0.18
HPL3 GFI
20
1
2412
#12
9
10
0.00
5.25
HPL3 EXPANSION
100
2
341
#8
2"
11
12
0.00
5.25
13
14
0.00
0.00
15
16
0.00
0.00
17
18
0.00
0.00
19
20
0.00
0.00
21
22
0.00
0.00
23
24
0.00
18.2 18.0
A
18.5
18.5
B TOTAL
18.5 37.0
18.5 37.0
CONNECTED LOAD (kVA)
DEMAND LOAD (kVA)
DERATING FACTOR (80%)
DEMANDLOAD SIZING:
0.3 0.5
193 AMPS
1i�A7I/1l�INl®Ig/
TMOBILE TO RE -USE EXIST
240V, 200A, 3W, UTILITY ME
VERIFY AND REPLACE AS REQUIRED
(E) 200/2 SERVICE MAIN BREAKER
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 200A, 3W, FEEDER, WITH
MINIMUM 343/0 AWG CU, 146 AWG G,
2"C.
PANEL SCHEDULE
I
REPLACE (E) PANEL AS REQUIRED WITH 120/240V, 225A, 1 PH,
3W, MIN 24 SPACE, 225A MCB. SHORT-CIRCUIT CURRENT
RATING SHALL EXCEED AVAILABLE FAULT CURRENT PER
UTILITY. RECONNECT EXISTING BRANCH CIRCUITS OR
UPGRADE AS NOTED AND FURNISH AND INSTALL PANEL
SCHEDULE.
PROPOSED BREAKER
(SEE PANEL SCHEDULE)
J PROPOSED POWER CIRCUIT
(SEE PANEL SCHEDULE)
PROPOSED DELTA HPL3 CABINET
(INSTALLED AND CONNECTED
AS DIRECTED BY T-MOBILE)
PROPOSED DELTA BATTERY CABINET
(INSTALLED AND CONNECTED
AS DIRECTED BY T-MOBILE)
EXISTING T-MOBILE
CONCRETE EQUIPMENT PAD
w a _
TERMINATE PER
MANUFACTURER'S
SPECIFICATIONS
D
ELECTRICAL SCHEMATIC
SCALE: N.T.S.
AMERICAN TOWER®
ATC TOWER SERVICES, LLC
1 FENTON MAIN
SUITE 300
CARY, NC 27511
PHONE: (919) 468-0112
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
0 FOR CONSTRUCTION EDNA 12/6/2024
0
0
ATC SITE NUMBER:
205765
ATC SITE NAME:
MADISON PARK
T-MOBILE SITE NAME:
IA-0284 MADISON PARK
i
�♦ 6lIQUE, IA 52t701%
9
SEAL: = Uj SCOjT A. % I i
WIRGAU =
rn
1: F So'..
v': 23705 :n 3
I hereby codify that this engineering doeument was prepared by
me cr under my direct personal supervision and I am a duly
licensed Professional Engineer under the laws of the State of Iowa.
Printed ortyped name: Scott Wirgau
License Number. 23705
My license renewal data is Eecember 31, 2025
Pages or sheets covered by this seal ALL
(d d'.6
Digitally Signed: 2025-01-28
T - -Mobile
ATC PROJ. #:
14878139 GO
CUST. ID:
IA-0284 MADISON PARK
CUST. #:
DM04527A
PANEL SCHEDULE &
ELECTRICAL
SCHEMATIC
SHEET NUMBER:
REVISION:
E-601
0
9112f24, 3:18 PM DM04527A—Anchor_1_draft-2024-09-12
RAN Template:
AaLTemplate:
DM04527A Anchor 1 draft
56792ZAH_SR_4T4R
56792ZAH_SR_4T4R
— — —
Print Name:
Standard
Project IDs with associated PORs:
DMIA527A-0000B44254
Anchor Phase 3
Anchor Phase 3
L600_L600 Coverage
0ectjon 1 - Site Information
Site ID: DM04527A
Site Name: IA-0284 Madison Park
Latitude: 42.50917435
Status: Draft
Site Class: Stealth
Longitude:-90.67122443
Version: 1
Site Type: Structure Non Building
Address: 1752 N Main St
Project Type: Anchor
Plan Year:
City, State: Dubuque, IA
Approved: Not approved
Market: DES MOINES IA
Region: CENTRAL
Approved By: Not approved
Vendor: Nokia
Last Modified: 09F12/2024 3:18:26 PM
Landlord: American Tower
Last Modified By: Jon.Palmersheim40CT-Mobile.com
RAN Template: 56792ZAH SR-4T4R
AL Template:
56792ZAH SR 4T4R
Sector Count: 3
Antenna Count: 3
Coax Line Count: 0
TMACount: 0
RRU Count: 8
Proposed RAN Equipment
Template: 58792ZAH_SR_4T4R
Enclosure
1
2
3
4
Enclosure Type
Tower Top Mount (Nokia]
Aneillery Equipment (Nokia}
Dada HPL3.05 CODA Site Support
Della L03 Battery CabF et (4
Cabinai;
strings)
Radio
AHFII(x3i
pHL46(a3)
Nffi00
LBatr
2100 (DARK)
IId19DD
L1goo
AZHL (:2l
N2500
L2100
Baseband
pSIB ASIL
LOW W8o0
L19DO N19o0
L21o0 421o0(AARK)
ASIL FSMF
Wiffi00 G19g8
N2100 (DARK}
W2500
Baseband
pBlpttl.2) ABIL[i3(
Suhm.odule
r
Lt1i00 N1900
L210D N2109(DARK)J,
A@ILla 2) A:61C
Baseband
pM1A i>t 2j
Subrack
Transport System
BSR IXRe V2 (G n2}
Hybrid Cable
System
(Hybrid Trunk W24 4AWG TOrn tilt
RAN Scope of Work:
W12124 JP Change to APXVAA4L76_43-U-NA20 antenna and no TMAs are required at top of the antenna.
W24 JP Option 1 Please add three (3) Kaelus - M 1-54844 - Quad (8:4)136WE125 + B41 ❑iplewer at the top of the tower so we can combine AHFII and AZHL together.
Option 2 Please substitute the octal antenna for APkVAA4L18_43-U-14A21) 12 port antenna and deny include the Kjelos in the design.
Of change the antenna to
71302D24 JIP lowered Centerline by 1.6 fl. Centerline can be adjusted as need as long as we stay wi trin the 10 ft bay of the stealth tower.
713UMD24 Replace the antenna with the latest antenna model previous model has reached End of Life_
92120124 JP Made Final and added in FSMF
4142024 JP
The Image requires updating to reflect the AHLOB The replacement radio for the AHLOA.
CABINET CONFIGURATION
5672T AH-SR-4T41R_ png
Confie: 6792ZAIH SR'4
Configuration 5679MH_5R 4Ti4R
• For SG and LTL Airscalle BB dimensioning refer to Fiber Port matrices.
(Alpha, Be#a & Gammal
PareNrr �nnaroa FDbI
t15YL14
FDD- Lalwbind
B12 (111.700) - 5 MHz
UI+Av Sf
-10 971 (N600fI)-IS 15 MHz
of
low
out
FDD - Midband
841066 ( L2100 f - 20 MHz
Anti Iron k r 7,8 mh
666 (N2200) - 20 MHz
be trp,pra will Lr tt m ►
a 7 6 +
1 I
R2 (1-1900)- 20 MHz
wr alllorpr6nr tJp►.
-
625 (111.1900) -20 MHz
Rooftop/FaRrorrflR
a1t t AIHt ridlc7x-cta
625 (Ill - 20 MHz
-
E166 (AW 53) - SMHz
BRAN-GSMjUIII PC$
AZHL
AHLOAI
AHFII
B41
7ONW"
AWS*,PCS
TOD - Band 41
N41(2.5GHz1-1D0M Hz +
90MNt
VTop
..r
NCS2.0 Grouted
Rooftop
5'G Aimcaie
,i r -m4 lb i l l l a
SRAN LTE t GSM
`:uMF
ism
PCs
LTE FDD
Airscalel
ANTENNA CONFIGURATION
L
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
w
L
rn
Q
U
J
J
U
a
0
N
0
t
rn
n
U
SUPPLEMENTAL
SHEET NUMBER:
REVISION:
R-601
1
Page 172 of 817
MANUFACTURER: DELTA
MODEL:
HPL3.05 HP -LARGE POWER CABIN
DIMENSIONS:
72" x 30" x 34.6" H x W x D
WEIGHT:
860 LBS NO EQUIPMENT)
T
CABINI
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
2" KNOCKOUT FOR FIBER do
GPS 2" LL USED FOR GPS
CABLE
2" KNOCKOUT FOR MW
(3) 1" KNOCKOUTS ARE INTENDED
FOR PPC ALARMING,
FIBER/ETHERNET FOR AAV do
AAV/CIENA DC POWER
OLE LUG FOR
DING (BOTH SIDES)
LEFT VIEW
GROUNDING NOTE:
"CABINET GROUNDING TO USE A SINGLE, #2 BTCW
CONDUCTOR, W/ 2-HOLE, 1" C-C, LONG BARREL,
WINDOW LUG, IN 3/4" LFNC TO GROUND RING.
PLINTH GROUNDING IS NOT REQUIRED."
PLAN VIEW
FRONT VIEW
BOLT DOWN PATTERN
1 I 34867 - HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
3" KNOCKOUT w/ RIGID CONDUIT,
CONDUIT BODY FOR BATTERY CABLE
CONDUIT MUST BE PROPERLY SECURED
TO PREVENT DAMAGE
m
M i4
N G
TWO HOLE LUG FOR
GROUNDING (BOTH SIDES) J
CABINET LOWER 6" PUNTH
14
I 39 9" 1
:i
9
Ir �_
' RIGHT VIEW
— (3) 2" KNOCKOUTS FOR DC AND
ETHERNET CONNECTION TO BATTERY
CABINET CONDUIT MUST BE PROPERLY
SECURED TO PREVENT DAMAGE
— 2" KNOCKOUTS FOR AC POWER TO
BATTERY CABINET CONDUIT MUST BE
PROPERLY SECURED TO PREVENT
DAMAGE
�— (2) 3" KNOCKOUTS w/ RIGID CONDUIT,
LB CONDUIT BODY FOR 3/0 THHN
WIRE THROUGH THE (2) 1/2" .
CONDUIT MUST BE PROPERLY SECURED
TO PREVENT DAMAGE
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-602 0
Page 173 of 81-1
DC POWER CABI
(SHOWN IN RED;
FIBER CABLES
(SHOWN IN YELLOI
ETHERNET CABLES
(SHOWN IN BLUE)
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
1 I 34867 - HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
AIRSCALE BASEBAND
LEGACY BASEBAND
AIRSCALE BASEBAND
O O
DC BREAKERS
RECTIFIERS
CABLE MANAGEMENT
ICABLEOPTIONALGEQUIPMENLT NK I
RACK MOUNT SPD SHELF r
(IF NEEDED)
RESERVED FOR HYBRID TERMINATION
FSEE ON FMAB
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
Page 174 of 8'
EXTERNAL DC (
SB350
MANUAL BREAKI
2A 1P
EXTERNAL BATTI
SB175
DC POWER SYSTEM
POSITIONS FOR
:AABINETS (V2/SB3/LB3)
EXTERNAL BATTERY
SB350 x2
CCU BREAKER 20A
1P x1
ALARM DRY CONTACT
x6
RECTIFIER SLOTS x12
(DPR 300B SERIES)
w3STER
BREAI(ERS
C9 Slot
1 2
3 4
5 6
7 8
9 10
11
12
1
13 15QQ16 17QQ18 19¢¢20 21 22
23
24
25
26
27
2¢¢8
299
30
31
32
33
34
355
m
QQ14
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60
00 O
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6
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o
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m`
Q
1 I 34867 - HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.
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REVISION:
R-604
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Page 175 of 817
NOTE:
1. ALL CONDUIT AND FITTING ENTRANCES INTO CABINETS AND ENCLOSURES MUST UTILIZE MYERS OR
EQUIVALENT HUBS OR SEALING WASHERS TO PREVENT WATER ENTRY/SEEPAGE INTO CABINETS AND
ENCLOSURES.
2. (LIQUIDFLEX) FLEXIBLE METALLIC CONDUIT (LFMC) & ASSOCIATED FITTINGS CAN BE USED AS NEEDED BUT
ONLY FOR TIGHT CONDUIT BENDS AND RUNS SUBJECT TO UL AND NEC LIMITATIONS. 6, MAX PER CONDUIT
RUN.
3. POWER CONDUIT BODY ATTACHED WITH SHORT NIPPLE AND SEALING WASHER INSIDE & OUT. (FOR DOOR
HOOD CLEARANCE)
4. PULLING ELBOWS MAY BE USED IN LIEU OF A CONDUIT BODIES WHEN CLEARANCE IS LIMITED.
5. (DO NOT USE CHASE NIPPLES) CONDUIT SHOULD HAVE SEALING WASHERS INSIDE AND OUT w/ LOCK NUT
AND CAP.
BACK PANEL
FOLDS OUT
wO O O O
000
0
2" KNOCKOUT FOR FIBER &
GPS 2" LL USED FOR GPS
CABLE
2" KNOCKOUT FOR MW
I
I FUTURE HPL3
tw
PUNCH THREE 2.5" HOLES FOR 2"
HYBRID TERMINATION
(UTILIZE TEMPLATE FROM INSTALLATION
GUIDEI
(3) 1" KNOCKOUTS ARE INTENDED
_ FOR PPC ALARMING, _
FIBER/ETHERNET FOR AAV &
AAV/CIENA DC POWER
-CABINET LOWER 6" PLINTH
DELTA qPI r=r]
DELTA L63
SITES PPORT PORT BATTERY
CAB NET CABINET
3" KNOCKOUT w/ RIGID CONDUIT,
CONDUIT BODY FOR BATTERY CABLE
CONDUIT MUST BE PROPERLY SECURED
TO PREVENT DAMAGE
(3) 2" KNOCKOUTS FOR DC AND
ETHERNET CONNECTION TO BATTERY
CABINET CONDUIT MUST BE PROPERLY
SECURED TO PREVENT DAMAGE
2" KNOCKOUTS FOR AC POWER TO
DC CABINET FOR HEATER CONDUIT
MUST BE PROPERLY SECURED TO
PREVENT DAMAGE
(2) 3" KNOCKOUTS w/ RIGID
CONDUIT, LB CONDUIT BODY FOR
3/0 THHN WIRE THROUGH THE (2)
1/2" . CONDUIT MUST BE
PROPERLY SECURED TO PREVENT
DAMAGE
0 0 0 0 0 0 0 0 0 0 0 0
TWO HOLE LUG FOR
GROUNDING (BOTH SIDES)
1 I 34867 - HPL3.05 DELTA SITE SUPPORT CABINET
SCALE: N.T.S.
m
•
`O O O
000
CABINET LOWER 6" PLINTH
TWO HOLE LUG FOR
GROUNDING (BOTH SIDES)
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.
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REVISION:
R-605
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Page 176 of 817
MANUFACTURER:
DELTA
MODEL•
LB3 BATTERY SUPPORT CABINET
DIMENSIONS:
72" x 30" x 35' H x W x D
WEIGHT:
509 LBS OUT EQUIPMUM
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
(3) 2• KNOCKOUTS F
AND ETHERNET CONN
TO BATTERY CABINET
CABINET U
iCKOUT w/ RIGID CONDUIT, LL
T BODY FOR BATTERY CABLE
T MUST BE PROPERLY SECURED
VENT DAMAGE
2• KNOCKOUTS FOR AC
POWER TO DC CABINET FOR
HEATER
OLE LUG FOR
DING (BOTH SIDES)
LEFT VIEW
GROUNDING NOTE:
"CABINET GROUNDING TO USE A SINGLE, #2 BTCW
CONDUCTOR, W/ 2-HOLE, 1" C-C, LONG BARREL,
WINDOW LUG, IN 3/4" LFNC TO GROUND RING.
PLINTH GROUNDING IS NOT REQUIRED."
PLAN VIEW
��3eliki'llUM
1111MM11,11mgAl AXI
DELTA LB3 BATTERY CABINET SPECIFICATIONS
I
SCALE: N.T.S.
TWO HOLE LUG FOF
GROUNDING (BOTH
CARIMPT I nuco it,
0
0
0
RIGHT VIEW
000
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED
AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT.
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REVISION:
R-606
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Page 177 of 817
MANUFACTURER: NOKIA
MODEL: AMIA
WEIGHT: 11.2 LBS (UNIT ONLY)
DIMENSIONS: 5.1"X15.7"X17.6"
AMIA DETAIL
I
SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL: ABIL
WEIGHT: 4.4 LBS
DIMENSIONS: 8.6"X14.2"X1.1"
SFP28
S-RF1 S-RF2
po 000000000000000000000 00 �o O
O 0000000000000000 00
00cove 0000000000 00 0
0000000 00000000 O o 0
S-RF1 S-RF2
QSFP28
OEM
5
J ABIL DETAIL
SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL: ASIL CONTROLLER CARD (474767A)
DIMENSIONS: 1.9" X 8.62" X 14.84"
WEIGHT: 6.8 LBS
EAC HDMI SIN (HDMI)
GROUND(DUAL-HOLE 1 SOUT(HDMI) rRESET
2x M5) �1 1 r I r LMP/EIF4
0000
2 ASIL DETAIL
SCALE: N.T.S.
MANUFACTURER: NOKIA NOTE:
MODEL: FSMF FSMF SHALL BE
PLACED WITHIN RADIO
WEIGHT: 25.3 LBS CABINET PER T-MOBILE
DIMENSIONS: 5.2" X 17.6" X 16.5" REQUIREMENTS
MANUFACTURER: NOKIA
MODEL: ASIB
WEIGHT: 6.4 LBS
DIMENSIONS: 8.6"X14.2"X1.7"
7,
GROUNDING
ASIB DETAIL
SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL: ABIO INTERFACE
WEIGHT: 5.84 LBS
DIMENSIONS: 0.98"x 8.62"x 14.33"
LABEL
FUNCTION
CONNECTOR TYPE
ADDITIONAL
INFORMATION
RF1 TO RF9
FRONTHAUL
SFP28
eCPRI 10/25GE (10/250
INTERFACES TO
BASE—SR/I.R/ER) —
RADIO UNITS
YYR}10LJT MACee
EIGHT PORT ARE:
CPRI—CAPABLE (LINE
RATES:2.45/4.91/9.83 Gbpe
w/ IQ COMPRESSION)
OBSAI—READY
Ill i-1Ell WiJ«JJ'i
�l?
IC
SYNC OUT
NT'UTJ
L.P SYNC IN
EAC SIDE VIEW
32246 - FSMF SYSTEM MODULE ABIO DETAIL
V SCALE: N.T.S. SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL: ABIA
WEIGHT: 4.6 LBS
DIMENSIONS: 8.6"X14.2"X1.1"
�t
RFI IF2 i RF3
74
1",
•61MWN,_;
�wils,
•• IM
WITHIN AMIA RACK V
4 ABIA DETAIL
SCALE: N.T.S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
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REVISION:
R-607
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Page 178 of 817
MANLIFACTIIRER: RFS
MODEL: APXVAMLI8_43—U—NA20
DMIENSKMdS: 72' x 24' x &W H x W x D
WEIGHT- 106 LOS
BAND HEX BAND 12 x 4.3-10 + 6 AM 3 3
MOUMMIG KIT WEIGHT- APM40-10E BEAM TLT KIT NCUMED 16.53 LOS
RFS
r s r__ yxr�
34016 - RFS APXVAA4L18_43-U-NA20
I
SCALE: N.T.S.
MANUFACTURER: NOIOA 4
MODEL 1 AHRI ARSCALE — 4T4R — 825 88 48OW
DIMENSKMIS: ,Eel
x 14.53 x 5.71 x W x D
WEIGHT- 17OZ5 LOS
MOUNT P FPKA 2D00012738 WEIGHT: 3.3 LBS
•
25.24' BACK 26.61'
VIEW FRONT
VIEW
13.48 —
GROUND 4.72' 14.53'
—48V DC 5.71'
2— PIN GROUND:
HIGH 4 x 4.3-10 Mg 2xM5
POD ANTENNA PORTS
CIRCULAR ,�
ALRM IP
RET 8—PIN 3 x SF28 PORTS CPRI 9.8 MDR-26
CONNECTOR I Gbps (RATE 7) OPTICAL PORTS
34577 - AHFII - 4T4R DUAL -BAND RADIO
SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL* AZHL RRH 75432A — SR00281
DIMENSIONS: 13.77' x 15.55' x 7.48' x W x D
WEIGHT- 52.2 LEIS
BAND: BTBR B41 N41
OPTICAL 1 SFP28
CONNECTOR (9.8GbIt/s;
CPRI; OCTIS)
—48V DC 2—POLE
CONNECTOR
GROUND
2x5mm SCREW
RET 8 PIN
CONNECTOR
(RS-485) —
mw SIDE
VIEW
0
0
7.48
OPTICAL 2 SFP28
CONNECTOR (9.8GbIt/9;
CPRI; OCTTS)
EXTERNAL ALARM
(MDR26)
BEAMFORMING
4.3-10
CONNECTOR
ANTENNA 1-8 (4.3-10 BOTTOM VIEW
(F) CONNECTION)
34399 — AZHL RRH BT8R B41/N41 32OW (CPRI)
2 34399 - AZHL RRH 8T8R B41/N41
SCALE: N.T.S.
MANUFACTURER: NOKIA
MODEL: 3HE15548M
DIMENSIONS: 17.25" x 10" x 1.75"
WEIGHT: 10.5 LBS (FULLY EQUIPPED)
SFP/SFP+ 10 Gbps
DC PSU DC PSU PORTS 1-24
MANUFACTURER: NOKIA 47591
MODEL* AHLOB AIRSCALE — 4T4R — B71 320W
DR*NS28.81 52 x 14.x 6.22 x W x I0N8: D
WEIGHT: 81.57 LOS
MOUNT P : FPKA 2000012738 WEIGHT 3.3 LEIS
•
BACK 25.23'
VIEW
O O
5.04'
GROUND
8.22'
—48V DC
HIGH PIN 4 x 4.3-10
POWER
HIT� MA PA / \
CIRCULAR ,
GNSS RECEIVER
MANAGEMENT
SFP28/SFP+
25Gbps PORTS
25-32
RET 8—PIN 2 x SF25 PORTS CPRI 9.8 `
CONNECTOR Gbps (RATE 7) OPTICAL PORTS
13.46'
FRONT
VIEW
14.52'
26.61'
ALRM IP
MDR-26
34630 - AHLOB DUAL BAND RRH B71 B85
J
SCALE: N.T.S.
wwwww,�w,wwwwww� wwiwiw
_ = olololo � _ ' onoo a® ■rrrrl� rrrrlr� rrlrlr � ; �
FRONT VIEW
GROUNDING CHASSIS, USE TWO
HOLE LUG, DESIGNED FOR #8
AWG BURNDY (YAZ8C2TC1045)
NOKIA PIN# 52-1178-01
0
REAR VIEW
QSFP28 10OGBIPS
PORTS 33-34
USB
CONSOLE
Iti
17.25"
10"
mo
SIDE VIEW 1.75"
34097 - NOKIA 7250 IXR-e ROUTER w/ GNSS
J
SCALE: N.T.S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
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REVISION:
R-608
1
Page 179 of 817
MANUFACTi1RER DELTA
MODEL• 4910163OW 225AMP MINI PPC CAALOCK •ALARM
DWENSION& 29.7' x 39- x 11.2' x H x D
WEKW- 171 LOS
20.7 11 Y
r14 jpmm
1101L5
OU AC N
R&a2 !t R
G
o J
!.!2 0.6R AIMI
BACK VIEW FRONT VIEW RIGHT SIDE VIEW
e
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• e fe
a e2.eo AO pR
ue
O o0
• 011.9
Q • ® , N1.= COINlC1611Y 70
IMEIPIt OIIpxD SIII
el a BOTTOM VIEW
0
u
L2 PMLOC 111E 9101E FOIE
ALTEF&M1E POM
el le caNEcllcle
— N
® 4
Q O 0
M
L1
20M IIIEIIY. FlF1D 11�IED u
AC NMI 11M
O UM MNN OBIELB
e ��
MAL
OPO AC20IM-02
./wMI
1
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0
2O\ 2-4OIE AlNQ7t Pa®I M ICAD C41M
GNMW eweJ —
FRONT FACE DOOR OPEN
34293 - DELTA 225AMP MINI PPC HR CAMLOCK w/ALARMS
I
SCALE: N.T.S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
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REVISION:
R-609
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Page 180 of 81
PARAMETER
VALUE
NOMINAL DIAMETER (INCHES)
2
CROSS-SECTION AREA SQUARE INCHES
3.13
JACKET COLOR
BLACK
WEIGHT LINEAR FOOT POUNDS
2.55
FIBER
RFS 6x24
FILLER��
PARAMETER
VALUE
NOMINAL DIAMETER (INCHES)
1.79
CROSS-SECTION AREA SQUARE INCHES)
2.52
JACKET COLOR
BLACK
WEIGHT/LINEAR FOOT (POUNDS)
2.65
NETWORK WIRELESS
SOLUTIONS 6x24
t�s�j�ear
PARAMETER
VALUE
NOMINAL DIAMETER (INCHES)
1.76
CROSS-SECTION AREA SQUARE INCHES
2.43
JACKET COLOR
BLACK
WEIGHT LINEAR FOOT (POUNDS1
2.29
COMMSCOPE
+� ® 6x24
e
STIFFENER TUBS
3x24) HYBRID TRUNK, CR055 SECTION x[
1 B.5" x I SCALE N.T.S. 1" x 1T SCALE N.T.S. I
PARAMETER
VALUE
NOMINAL DIAMETER (INCHES)
1.8
CROSS-SECTION AREA SQUARE INCHES
2.54
JACKET COLOR
BLACK
WEIGHT/LINEAR FOOT (POUNDS)
2.48
ALLIANCE 6x24
SINGLE MODE
X48 Y �,
FLAME RESISTANT
FILLERS
1'
4 AWG COPPER _ _ CORRUGATED
CONDUCTOR X12 - %� COPPER ARMOR
RIP CORD J PVC OUTER JACKET
PARAMETER
VALUE
NOMINAL DIAMETER (INCHES)
1.62
CROSS-SECTION AREA SQUARE INCHES
2.04
JACKET COLOR
BLACK
WEIGHT LINEAR FOOT (POUNDS)
2.39
RIP CORD
o PVC OUTER JACKET
O
O�
HUBER+SUHNER
6x24
HYBRID TRUNK CRO55 SECTION
x 11" SCALE N.T.S. 11' x it SCAIE N.T.S. 12
Cable Venda,
Cable Type
Nominal OD
(in.)
I C.S. A-
(aq. in.)
Weight
(Iba./ft)
enTop Breahout
MAX ENTITLEMENT
HCS 2.0
6 AWG 251to 225'
eablo Ian the
HCS Pendant Broakuut Dirrrenden an.
Alliance
61246AWG
1.46
1.67
11.61
1636 x 9.30 x 53Y(sq./in 152.15)
Nominal DD (in.)
1155
0-.S-pa
6x246AWG
1.55
1.89
1.71
1937 x 10.83 K 5.12 .(n 235.07
C.S. Ama .(in
L89
MVO
6x246AWG
1.48
1.72
11.61
15.95 x 1D.20 K 3.21(sq./n 162.69)
Wei ht(Ibs./ft)
L.71
Ampherd
6x246AWG
11.46
1.67
11.65
1937 x 1D.83 K 5.12(sq.tin 209.78)
Pendam(sglin)
235A7
4 AWG 250'to 450' cable lengths
Altlan[x+
6x244AWG
1.8
2.54
2.48
1636 x 9.30x 5.79(sgdin 152.15)
Naminal DD Cnj
L8
C-Scope
6124 4AWG
1.76
2.43
12.3
12.4
1937 x 1D.83 x 5.12 (sq./In 235.07
C.S. Arm ./in
2,54
ws
6.244AWG
1.79
2.52
12.6S
15.95 x 1D.20 K 3.21(sq./in 162.69)
Wsight0bAjft)
2AS
Amphenol
6x244AWG
11.71
2.55
1937 x 10.83 x 5.12(sq./In 209.78)
Pendant(sq/in)
235A7
6.24
6x24 Canister Breakout- OD x
Length (in.)
Alkance
6)244AWG
11.8
12.34
12.48
3.11x9.45(C.s.Area 7.60)
N6mInamODpn)
2
C-S..
6x244AWG
1.76
2.43
2.29
2.6Sx9.81 c.s.A-5.64
C.S.A- ./in
3.13
HBS
6x244AWC
1.62
2.04
2.39
13.92 x 9.26[a.s. Aran 11.46)
Weight(Ibsdft)
2b5
MVS
6x244AWG
1.79
12,52
12.65
12.99 x B.82(C.s. Arm 7.02)
Canister(sq/in)
1L46
RFS
6.244AWG
2
3d3
2.55
2.A 9.72 as. Am 6.51
8B
_ (6x24) HYBRID TRUNK ENTITLEMENT INFORMATION Z
8.5" x 11" SCALE N.T.S_ 11" x 17" SCALE N.T.S. J
HYBRID TRUNK INFORMATION (6X24)
I
SCALE: N.T.S.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
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SHEET NUMBER:
REVISION:
R-610
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Page 181 of 817
Planning Services Department Dubuque
City Hall
50 West 1311 Street i�nrnmciY THE CIDTY05
Dubuque, IA 52001-4805 t I E
(563) 589-4210 phone
(563) 589-4221 fax
(563) 690-6678 TDD
2017+2019 J%?,terpiere till tax t' 5rs4i }
planningCcD_cityofdubugue.org
HISTORIC PRESERVATION COMMISSION
NOTICE OF DECISION TO APPLICANT
DESIGN REVIEW
APPLICANT: American Tower Corporation, James Moser (agent)
OWNER: City of Dubuque
LOCATION: 1824 N. Main Street (cellular tower)
DISTRICT: Jackson Park Neighborhood Conservation District
Seminary Hill Residential National Register Historic District
DATE OF PUBLIC MEETING/DECISION: July 17, 2025
The Historic Preservation Commission of the City of Dubuque, Iowa hereby renders and gives
notice of its decision on the above -cited application in conformance with Title 16, Chapter 10 of
the Unified Development Code.
APPLICATION: The applicant seeks approval for modification to cellular antennae monopole.
PUBLIC MEETING: After notice, as required by law, a Public Meeting was held on July 17,
2025. Minutes of the meeting and copies of materials submitted in evidence and this notice of
decision are on file in the Office of Planning Services, City Hall, Dubuque, Iowa.
FINDINGS: Based on the specific information presented at the Public Meeting and contained in
the application, and in accordance with the applicable standards of review in the Unified
Development Code, the Commission has determined that the application will meet the
standards for granting a certificate of appropriateness as required by Title 16, Chapter 10 of the
Unified Development Code.
DECISION: By a vote of 6 to 0, as indicated in the minutes, the Historic Preservation
Commission recommended approval to the City Council for the application as submitted, with
the conditions that:
1. The antennae sheath matches the texture, color and surface as the existing pole.
2. The structure should no longer be used as a flagpole.
APPEALS FROM COMMISSION ACTION: As stated in Title 16, Chapter 10 of the Unified
Development Code, an aggrieved party may appeal the Commission's action to the City Council
by filing a notice of appeal with the Planning Services Department within thirty (30) days from
the date of notice of the commission's action. Upon filing of a notice of appeal, the Planning
Services Department shall immediately transmit such notice and the record of the action before
the Commission to the City Clerk. On appeal, the City Council shall consider only the record of
the action before the Commission. No new matter may be considered. The city council shall
Service People Integrity Responsibility Innovation Teamwork
Page 182 of 817
consider whether the commission has exercised its powers and followed the guidelines
established by law and this chapter, and whether the Commission's action was patently arbitrary
or capricious. The City Council may affirm or reverse the Commission's action or may refer the
matter back to the Commission for such further action as may be appropriate. The City Clerk
shall give written notice of the City Council's decision on appeal within seven (7) days of the City
Council's decision to the appellant and the Historic Preservation Commission. An appellant who
is not satisfied by the decision of the City Council may appeal within sixty (60) days of the City
Council's decision to the District Court for Dubuque County, pursuant to Iowa Code section
303.34.
Filed in the Office of Planning Services Department on the 18th of July, 2025.
Janice Esser, Chairperson
Historic Preservation Commission
CC: Mike Belmont, Building Official
Service People Integrity Responsibility Innovation Teamwork
Page 183 of 817
Planning Services Department
City Hall
50 West 13th Street
Dubuque, IA 52001-4864
(563) 589-4210 phone
(563) 589-4221 fax
(563) 690-6678 TDD
plan ning0_cityofdubugue.org
Dubuque
All-IMerlCa Cltf
2007-2012.2013
2017*2019
ZONING BOARD OF ADJUSTMENT
NOTICE OF DECISION TO APPLICANT
CONDITIONAL USE PERMIT
THE CITY OF
DUB E
Masterpiece on the Mississippi
DOCKET: 33-25
APPLICANT: Jim Moser, Phase 1 Consulting, American Tower Corp.
LOCATION: 1824 N. Main Street
DATE OF PUBLIC HEARING/DECISION: August 28, 2025
The Zoning Board of Adjustment of the City of Dubuque, Iowa hereby renders and gives notice of its
decision on the above -captioned application in conformance with Section 8-5.4 of the Unified
Development Code (Title 16 of the Dubuque City Code).
APPLICATION: The applicant seeks a Conditional Use Permit to modify an existing cell tower in an
R-2 Two Family Residential zoning district.
PUBLIC MEETING: After notice, as required by law, a Public Meeting was held on August 28, 2025.
Minutes of the meeting and copies of materials submitted in evidence are on file in the Office of
Planning Services, City Hall, Dubuque, Iowa.
FINDINGS: Based on the specific information presented at the Public Meeting and contained in the
application, and in accordance with the applicable standards in the Unified Development Code, the
Board has determined that the application will meet the standards governing the granting of a
Conditional Use Permit as set forth in Section 8-5.4 of the Unified Development Code.
DECISION: By a vote of 4-0, as indicated in the minutes, the Board approved the Conditional Use
Permit, with the following conditions:
1. That the antennae sheath matches the texture, color, and surface as the existing pole.
2. That the modified monopole should no longer be used as a flagpole.
3. That City Council approves both the design and lease/license.
VALIDITY: This Conditional Use Permit granted by the Board shall be valid for a period of 2 years
from the date on which the Board grants the Permit, unless within such two-year period a building
permit is obtained and the erection or alteration of a structure is started, or an occupancy permit is
obtained, if required, and the use is commenced. The Board may grant a maximum of one extension
not exceeding six (6) months, upon written application, without notice of hearing.
Filed in the Office of the Planning Services Department on the 29th day of August, 2025.
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cc: Applicant via Email
Irperson
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Service People Integrity Responsibility Innovation Teamwork
Page 184 of 817
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VIA Email
City of Dubuque TA
Attn: City Manager
50 W. 13t' St.
Dubuque, IA 52001
RE:
AMERICAN TOWER'
O R F O R A T 1 O N
9/24/2024
Site Number: 205765 / Site Name: Madison Park / Customer Name: T-Mobile (the "Customer") / Project
Number: 14878139 (the "Project")
Communications Facility located at Site Address: 1824 North Main Street, Dubuque, IA 52001 (the "Site")
Request for Consent & Authorization
Dear Landlord:
Pursuant to the ground agreement for the above -referenced Site, we are requesting your consent of Customer's
proposed modifications. This consent shall apply to any alteration or tower modification related to the Project.
American Tower will continue to be responsible for performance of all obligations under the ground agreement.
Please acknowledge your approval by signing in the space provided below. If you have any questions, please do not hesitate
to contact me. Please return this letter immediately to the address listed below.
Sincerely,
Patrick Poulin
Account Specialist, Land Acquisitions
American Tower Corporation
10 Presidential Way
Woburn, MA 01801
781-428-7289 office
patrick. op ulin(c americantower.com
Approval and Authorization
I, an authorized party, consent to the activity as referenced above at the Site and authorize the Customer and/or its
agent, to apply for all necessary zoning and permitting approvals as may be required for the activity and/or installation
and acknowledge and agree that Customer, American Tower, and/or their agents shall have no further obligations to
obtain consents or approvals, or provide notice, from the undersigned with regard to the Project.
Signature: � Date: to/aI/ao5
Print Name: R rn� M.
Title: Mny Or
10 Presidential Way • Woburn, MA 01801 • 781.926.4500 Office • 781.926.4545 Fax • www.amedcantower.com