2014-00342CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN 55362-
763) 295-3060 FAX: (763) 295-4404
2 0 1 4- 0 0 3 4 2
DATE ISSUED: 06/13/2014
ADDRESS 406 7TH ST E
PIN 155029002070
LEGAL DESC LAURING HILLSIDE TERRACE
LOT 007 BLOCK 002
PERMIT TYPE BUILDING
PROPERTY TYPE COMMERCIAL
CONSTRUCTION TYPE ANTENNA
VALUATION 25,000.00
NOTE: ADD 3 ANTENNAS AND 3 RR'S TO EXISTING CELL TOWER. THIS SCOPE OF WORK WILL NOT AFFECT THE TOWER HEIGHT
OR GROUND SPACE.
APPLICANT
MILL CITY
7580 COMMERCE LANE NE
FRIDLEY, MN 55432-
Minnesota State License #: N/A -
OWNER
ALLIED PROPERTY MANAGEMENT
20125 COMMERCIAL BLVD. #1000
ROGERS, MN 55374-
AGREEMENT AND SWORN STATEMENT
I agree that the work will be conducted in conformance with
the ordinances of the City of Monticello and with the
Minnesota State Building Code. I understand that the work
will be in accordance with the plan that has been approved by
the Building Official. I agree that any damage caused to
public property including but not limited to curb, sidewalk,
public utilities and signs will be repaired at my expense.
Applicant
Date
Bldg Official Date
BUILDING PERMIT FEE 414.73
PLAN REVIEW 269.57
STATE SURCHARGE, BLDG VAL 12.50
TOTAL 696.80
Payment(s)
CHECK 6217 696.80
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
CITY
icOFelloPermit No. y MontBUILDING
SAFETY Date COMMERCIAL /
INDUSTRIAL BUILDING PERMIT APPLICATION 505
Walnut Street, Suite #1 Monticello, MN 55362 Phone: 763-295-3060 Fax: 763-295-4404 SITE
ADDRESS LEGAL
DESCRIPTION LOT
BLOCK PLAT
OWNER (
Name) PI.
D. NUMBER Address)
M03501.
11l10 i%
i % 4 ('I?'-
f l %%i %/
yi V l'l/ _ / %/%(/ /r/9 /0- / _)'V OWNER'
S E-MAIL ADDRESS: ; 4hf (Tel. No.) CONTRACTOR (
Name) Yell
C' t 1 m CONTRACTOR'
S LCENSE NUMBER (IF APPLIC A BLE) CONTRACTO 'S
E-MAIL ADDRESS: a) flafA(.(
0 ARCHITECT (Name) I&
ARCHITECT E-
MAIL
ADDRES ENGINEER (Name) ENGINEER'
S E-
MAIL ADDRESS: Address) Tel. No.)
Address)
Omd 1
4' /
r l U (Tel. No.)
Addre:.:>) DESCRIPTION OF
WORK:
Tel. No.)
TYPE OF WORK (Please Circle One)
New
Addition —
Alteration
Repair
Move
Other
ADDITIONAL INFORMATION
Valuation:
Construction Type:
Occupancy Group:
Square Footage:
U
of Stories:
TYPE OF CONSTRUCTION (Please Circle One)
Commercia-'
Industrial
Institutional
Multi -Family
Other
MISC. NOTES:
Maximum Occupancy:
w;-
Fire Suppression: Yes No z'0
ESTIMATED VALUE OF CONSTRUCTION
IT)S I(JGe}
I hereby apply for a permit for construction as described and acknowledge that the information I have
provided above is complete and accurate. I agree that the work will be conducted in conformance with
the ordinances of the City of Monticello and with the Laws of the State of Minnesota; and that I under-
stand that this application is not a permit and that the work is not to start without a permit. I further un-
derstand that the work will be in accordance with the plan that has been approved by the Building Offi-
cial. I agree that any damage caused to public property including but not limited to curb, sidewalk, pub-
lic utilities and signs will be repaired at my expense.
t
Applicant Signature
Prii it Name /Title d
Date
Approved by Building Official:
Date Approved:
Midwest Area
Tel (724) 416-2315
OC'flQ Wf f Crown Castle
Fax (724) 416-4661ASrLE11GrandviewCircle
www.crowncastle.com
Canonsburg, PA 15317
May 15, 2014
City of Monticello
Building Safety
505 Walnut Street, Suite #1
Monticello, MN 55362
RE: Crown Castle Site Name: F1/ Monticello/ Fulfillment Syst
Site Location Address: 406 East 7th Street Monticello, MN 55362
Site #: BU 878532
Dear Department Representative:
Crown Castle is submitting for approval, an application for a Building Permit, for the tower site listed at the
above referenced location.
As part of the application process, Crown Castle would like to assure your jurisdiction that based upon
our records; the wireless communication facility is structurally sound and has not been modified in any
material way since its initial construction. Furthermore, to the best of Crown Castle's knowledge, both the
wireless communication facility and site compound have been properly and safely maintained. Crown
Castle will continue to maintain this site in accordance with the terms of the Ground Lease Agreement,
including all amendments, as well as within industry standards.
The application packet attached includes:
1) Application for Building Permit
3) Sets of signed/sealed Construction Drawings
3) Sets of SA
If possible, please mail the Building Permit to:
Crown Castle
Attn: Amanda Rok
11 Grandview Circle, Suite 220
Canonsburg, PA 15317
Please notify me of any fees and I will ensure they are promptly paid. Requests for additional information
and/or documentation can be directed to me at 724-416-2315 or Amanda. Rok@crowncastle.com.
On behalf of Crown Castle, I would like to thank you for your assistance and I look forward to your prompt
response.
Sin rely,
L1, rav
Amanda &Rok
Real Estate Specialist, Midwest Area
Date: February 19, 2014
Charles Ham
Crown Castle
11 Grandview Circle, Suite 220
Canonsburg, PA 15317
Subject: Structural Analysis Report
AeroSolutionS LLC
Optimizing Your Tower Infrastructure
Aero Solutions LLC
5500 Flatiron Pkwy, Suite 100
Boulder, CO 80301
720-279-8975
Carrier Designation: Sprint PCS Co -Locate Scenario 2.56
Carrier Site Number: MS57XC757
Carrier Site Name: F1/MONTICELLO/FULFILLMENT SYST
Crown Castle Designation: Crown Castle BU Number: 878532
Crown Castle Site Name: F1/MONTICELLO/FULFILLMENT SYST
Crown Castle JDE Job Number: 253975
Crown Castle Work Order Number: 699852
Crown Castle Application Number: 209449 Rev. 2
Engineering Firm Designation: Aero Solutions LLC Project Number: 003-14-0048
Site Data: 406 EAST 7TH STREET, MONTICELLO, Wright County, MN
Latitude 450 17' 53.22", Longitude -93° 47' 32.84"
159 Foot - Monopole Tower
Dear Charles Harn,
Aero Solutions LLC is pleased to submit this "Structural Analysis Report" to determine the structural integrity
of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle
Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 609427, in accordance
with application 209449, revision 2.
The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we
have determined the tower stress level for the structure and foundation, under the following load case, to be:
LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity
Note: See Table I and Table II for the proposed and existing/reserved loading, respectively.
The analysis has been performed in accordance with the TIA-222-G standard and local code requirements
based upon a wind speed of 90 mph 3-second gust, exposure category C with topographic category 1 and crest
height of 0 feet.
We at Aero Solutions LLC appreciate the opportunity of providing our continuing professional services to you
and Crown Castle. If you have any questions or need further assistance on this or any other projects please
give us a call..,
C
rQ .............00
Structural analysis prepared by: Zach Gremillion ; .• -
LICENSED ;
Respectfully submitted by. = PROFESSIONAL _
ENGINEER -
Shawn D Cook. P.E 5092 : Q,
Structural Engineer - --'- -- - •z/i
MN PE#: 50923 .-.y
i
e a r:J ; r` f
OF M {NNF EL.. F-IL COPY F
Expires: 6/30/2014 tip '" • itL-''E'v':ii? -Ofi CLiL7E f I r 1
iJtiJcia' 1 i-GELD IWSPECTION
tnxTower Report - version 6.1 4 1 /
159 Ft Monopole Tower Structural Analysis
Project Number 003-14-0048, Application 209449, Revision 2
TABLE OF CONTENTS
1) INTRODUCTION
2) ANALYSIS CRITERIA
Table 1 - Proposed Antenna and Cable Information
Table 2 - Existing and Reserved Antenna and Cable Information
Table 3 - Design Antenna and Cable Information
3) ANALYSIS PROCEDURE
Table 4 - Documents Provided
3.1) Analysis Method
3.2) Assumptions
4) ANALYSIS RESULTS
Table 5 - Section Capacity (Summary)
Table 6 — Tower Components vs. Capacity
4.1) Recommendations
5) APPENDIX A
tnxTower Output
6) APPENDIX B
Base Level Drawing
7) APPENDIX C
Additional Calculations
February 19, 2014
CCI BU No 878532
Page 2
tnxTower Report - version 6.1.4.1
159 Ft Monopole Tower Structural Analysis
Project Number 003-14-0048, Application 209449, Revision 2
1) INTRODUCTION
February 19, 2014
CCI BU No 878532
Page 3
This tower is a 159 ft Monopole tower designed by ENGINEERED ENDEAVORS, INC. in April of 2003. The
tower was originally designed for a wind speed of 85 mph per TIA/EIA-222-F.
The tower has been modified per reinforcement drawings prepared by GPD Associates, Inc, in April of 2008.
Reinforcement consists of the addition of base plate stiffeners.
2) ANALYSIS CRITERIA
The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G
Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind
speed of 90 mph with no ice, 50 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure
category C with topographic category 1 and crest height of 0 feet.
Table 1 - Proposed Antenna and Cable Information
Z-
tuber Number Feed
Mounting Lim
of
Antenna Antenna Model of Feed Line Note
Level (ft) Elevation Antennas Manufacturer
Lines Size (in)
ft)
kmw ET-X-WM-18-65-8P w/
3
communications Mount Pipe
3 samsung 2.5GHz RRH-V3
telecommunications
157.0 157.0
3 samsung OPTIC FIBER JUNCTION
telecommunications CYLINDER
3 samsung POWER JUNCTION
telecommunications CYLINDER
Table 2 - Existing and Reserved Antenna and Cable Information
Center Number
Mounting Line
Of
Antenna Antenna Model Feed ne Note
Level (ft) Elevation
Antennas
Manufacturer
Lines Size (in)
ft)
kmw ET-X-TS-70-16-62-18-iR-
1
communications RD w/ Mount Pipe
2 powerwave P90-15-XLPP-RR w/
technologies Mount Pipe
157.0 157.0
3 samsung RRH-C2A w/EXT FILTER
3 7/8" 1
telecommunications
3 samsung RRH-P4
telecommunications
1 tower mounts T-Arm Mount [TA 601-3]
9 andrew
TMBX-6517-R2M w/
Mount Pipe
145.0
1 andrew VHLP2-11 2 3/8"
144.0
1 andrew VHLP2-18 18 1-5/8"
1
6 andrew E15S08P78
144.0
1 tower mounts Platform Mount [LP 303-1]
1 alcatel lucent 95MPR11-C128F40-220
135.0 135.0 1 tower mounts Pipe Mount [PM 601-1] 2
1 valmont ISMD4-R5LL
tnxTower Report - version 6.1.4.1
159 Ft Monopole Tower Structural Analysis
Project Number 003-14-0048, Application 209449, Revision 2
Center
N
Mounting Line
Of
Antenna
Antenna Model
Level (ft) Elevation
Antennas
Manufacturer
ft)
1 andrew VHLPX4-11
130.0 130.0
1 tower mounts Pipe Mount [PM 601-1]
3 powerwave P65-17-XLH-RR w/ Mount
technologies Pipe
120.0
6 powerwave RA21.7770.00 w/ Mount
technologies Pipe
117.0 3 alcatel lucent RRH 700 MHZ
12 andrew 641280-DF
117.0 3 raycap DC2-48-60-0-9E
1 raycap FC12-PC6-10E
1 tower mounts Platform Mount [LP 701-1]
Notes:
1) Existing Equipment
2) Reserved Equipment
Table 3 - Design Antenna and Cable Information
Mounting
Center
Line
Number
of
Antenna
Antenna Model
Level (ft) Elevation Antennas Manufacturer
ft)
UNKNOWN
3) ANALYSIS PROCEDURE
Table 4 - Documents Provided
February 19, 2014
CC/ BU No 878532
Page 4
Number Feed
of Feed Line Note
Lines Sae (in)
1 1/4" 2
2 3/4"
1 1/2" 1
12 1-5/8"
Number Feed
of Feed Line
Lines Sae ('in)
Document I Remarks I Reknvnce I Source
4-GEOTECHNICAL REPORTS TERRACON 1504987 CCISITES
4-TOWER FOUNDATION
EEI 1621567 CCISITES
DRAWINGS/DESIGN/SPECS
4-TOWER MANUFACTURER
EEI 1617475 CCISITES
DRAWINGS
4-TOWER REINFORCEMENT
GPD 2231372 CCISITES
DESIGN/DRAWINGS/DATA
3.1) Analysis Method
tnxTower (version 6.1.4.1), a commercially available analysis software package, was used to create a
three-dimensional model of the tower and calculate member stresses for various loading cases.
Selected output from the analysis is included in Appendix A.
3.2) Assumptions
1) Tower and structures were built in accordance with the manufacturer's specifications.
2) The tower and structures have been maintained in accordance with the manufacturer's
specification.
3) The configuration of antennas, transmission cables, mounts and other appurtenances are as
specified in Tables 1 and 2 and the referenced drawings.
This analysis may be affected if any assumptions are not valid or have been made in error. Aero
Solutions LLC should be notified to determine the effect on the structural integrity of the tower.
tnxTower Report - version 6.1.4.1
February 19, 2014
159 Ft Monopole Tower Structural Analysis CCI BU No 878532
Project Number 003-14-0048, Application 209449, Revision 2 Page 5
4) ANALYSIS RESULTS
Table 5 - Section Capacity (Summary)
S O I Elev ion tat I C I She I I P (!Q Pass / FaM
Type BewAmd K
L1 159 - 133.42 Pole TP21.29xl6x0.188 1 4.087 883.681 35.6 Pass
L2
133.42 -
Pole TP30.213x20.259x0.25 2 12.986 1644.420 90.4 Pass
87.84
L3 87.84 - 43.29 Pole TP38.81 x28.829x0.313 3 21.314 2620.030 94.3 Pass
L4 43.29 - 0 Pole TP47x37.078x0.375 4 33.991 3872.090 85.8 Pass
Summary
Pole (1-3) 94.3 Pass
Rating = 94.3 Pass
Table 6 - Tower Component Stresses vs. Capacity — LC7
Notes I Component I Elevation (ft) ( Capacity I Pass / Fail
1 Anchor Rods 0 89.4 Pass
1 Base Plate 0 87.7 Pass
1 Base Foundation 0 72.8 Pass
1
Base Foundation
0 33.7 Pass
Soil Interaction
Structure Rating (max from all components) = I 94.3%
Notes:
1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity
consumed.
4.1) Recommendations
The tower and its foundation have sufficient capacity to carry the existing, reserved, and proposed
loads. No modifications are required at this time.
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