HomeMy WebLinkAboutA001 - Application received December 23, 2019 • , r
Application Form Last Updated: March 6, 2019
RECEIVED �5 000731/
DEC 2.1 2019 Cell Site with Antenna
CITY OF AMES,IOWA kecial Use Permit Application Form
DEPT.OFPI ys forOmimust be filled out completely before your application will be
accepted.)
1. Property Address for this Special Use Permit: 106 S. Dakota Ave
2. 1 (We) the undersigned, do hereby respectfully request the Ames Zoning Board of Adjustment
to grant a Special Use Permit to allow a "Cell Site with Antenna"at the property address listed
above.
3. Legal Description (attach, if lengthy): Lot 1 and 2 of Kenfield Acres, a subdivision of the West 660 feet of
that part of the NW 1/4 of the NW 1/4 of section 8, Township 83 North, Range 24 West of the 65th PM in
Story County, Iowa
4. Property Owner: Ames Womens Club
Business: Ames Womens Club
Address: 106 S. Dakota Ave. Ames, IA 50014
(Street) (City) (State) (Zip)
Telephone: (515) 292-9618 (515)292-9618
(Home) (Business) (Fax)
5. Applicant:
USCOC of Greater Iowa, A Delaware limited liability company
Business: US Cellular
Address: 8410 West Bryn Mawr Chicago, IL 60631
(Street) (City) (State) (Zip)
Telephone: (773) 864-3150
(Home) (Business) (Fax)
6. Contact Person: Mike Balistreri
Business: Project Manager US Cellular
Address: 8410 West Bryn Mawr Chicago IL 60631
(Street) (City) (State) (Zip)
Telephone: (608)212-3808
(Home) (Business) (Fax)
E-mail address: mike.balistreri@uscellular.com
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Application Form Last Updated March 6, 2019
This Special Use Permit will not be granted unless sufficient facts are presented with
the application, and at the Planning and Zoning Commission and Zoning Board of
Adjustment meetings, to support a finding that all the general and specific standards
for granting a Special Use Permit have been met.
Obtaining this Special Use Permit does not absolve the applicant from obtaining all other
applicable permits, such as Building Permits, IDOT access permits, et cetera.
I (We) certify that I (we) have submitted all the required information to apply for a Special Use
Permit and that the information is factual.
Signed by: 1 d2 Date: I Z I Z 7 62
Property Owner(s) `
Ca p �cc 4C LAV
Print Name
(Note: No other signature may be substituted for the Property Owner's Signature.)
�
4
Application Form Last Updated: March 6, 2019
Cell Site with Antenna
Special Use Permit Supporting Information
(This form must be filled out completely before your application will be
accepted.)
Section 29.1307(4) of the Zoning Ordinance states that A cell site with antenna that is either
not mounted on an existing tall structure or constitutes a Substantial Change shall not be
permitted except pursuant to a Special Use Permit issued by the Zoning Board of
Adjustment pursuant to both Section 29.1503 and the provisions of this Section. Upon
receipt of an application for construction of a new tower to the City, the Zoning Board of
Adjustment has 150 days to act upon said application. If the application is for a substantial
change of an existing structure the Zoning Board of adjustment has 90 days to act upon
said application. Such a cell site with antenna shall not be permitted except pursuant to a Special
Use Permit issued by the Zoning Board of Adjustment in accordance with Sections 29.1503 and
29.1307.
The Zoning Board of Adjustment cannot approve a Special Use Permit unless all of the
"General Standards" and the "Cell Site with Antenna" standards are met. In order to
facilitate review of this application for a Special Use Permit, the applicant must address each of
the "General Standards" set forth in Section 29.1503, and in addition, the standards for a "Cell
Site with Antenna"set forth in Section 29.1307(8) of the Zoning Ordinance.
(Note: The applicant's explanation of how the request meets each standard may be attached on
a separate sheet if sufficient space is not provided.)
1. General Standards. The Planning and Zoning Commission and the Zoning Board of
Adjustment shall review each application for the purpose of determining that each proposed
use meets the following standards, set forth in 29.1503(4)(a), and in addition, shall find
adequate evidence that each use in its proposed location will:
(a) Be harmonious with and in accordance with the general principles and proposals
of the Land Use Policy Plan (LUPP).
Explain how the request meets this standard.
The tower to serve the area has a stealth design with all the antennas concealed in canisters
and a light standard was added as well
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Application Form Last Updated: March 6. 2019
(b) Be designed, constructed, operated, and maintained so as to be harmonious in
appearance with the existing or intended character of the general vicinity and that
such use will not change the essential character of the area in which it is proposed.
Explain how the request meets this standard. The tower has stealth canisters to conceal
equipment and is light colored to not stand out. There is also extensive landscaping
planted to conceal the ground equipment from view as well as blend into the surrounding
trees.
(c) Not be hazardous or disturbing to existing or future uses in the same general
vicinity.
Explain how the request meets this standard. There are no hazardous materials kept on
site and this is an unmanned facility so there is minimal activity at this location
(d) Be served adequately by essential public facilities and services such as highways,
streets, police, fire protection, drainage structure, refuse disposal, water and
sewage facilities, and/or schools.
Explain how the request meets this standard. There are no waste products produces at
this facility. There is no water service or sewage requirements. The majority of the leased
parcel consists of permeable material therefore drainage is unaffected by the
improvements at this location.
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Application Form Last Updn+,,;+ a ''n'19
(e) Not create excessive additional requirements at public cost for public facilities and
services.
Explain how the request meets this standard. This facility does not create any additional
cost for the public and in reality actually adds to the infrastructure of the City by
facilitating a way for people to reach emergency services by adding to cellular coverage
in the City.
(f) Not involve uses, activities, processes, materials, equipment, or conditions of
operation that will be detrimental to any person, property, or general welfare by
reason of excessive production of traffic, noise, smoke, fumes, glare, or odors.
Explain how the request meets this standard. There are no activities or materials within
this leased area that pose any public threat. This facility is a RF transmit tower and emits
no noise. smoke, fumes, glare or odor. This is an unmanned facility that will not generate
any additional traffic in the area.
(g) Be consistent with the intent and purpose of the Zone in which it is proposed to
locate such use.
Explain how the request meets this standard. This facility is consistent with the Zone it is
located in by the fact that it is heavily landscaped with trees and shrubs to conceal the
ground equipment and all required stealth panels are present. It is similar in fashion and
design to a light pole and is located in an area where the public uses cellular devices to
communicate.
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Application Form Last Updated: March 6. 2019
2. Standards for a Cell Site with Antenna: City staff shall review each administrative
application for the purpose of determining that the following standards, set forth in 29.1307(8),
which are listed below, have been met.
(a) Tower Height. The applicant shall demonstrate, to the reasonable
satisfaction of city staff that the antenna is the minimum height required to
function satisfactorily. No antenna or tower shall be constructe4d, altered, or
maintained so as to project above any of the imaginary airspace surfaces
described in FAR Part 77 of the FAA guidance on airspace protection.
Explain how the request meets this standard. This is an existing structure that has
previously received FAA approvals. The original FAA determination approved a 125'
tower. This tower is actually only 120'. There is no change to the height of this existing
structure and therefore poses no risk to aviation traffic.
(b) Setbacks from Base of Tower. The minimum distance between the base of the
support or any guy anchors and any property line shall be equal to 50% of the
antenna height.
Explain how the request meets this standard. The tower is situated on the parcel to sit
147' from the North property line, 168' from the South property line, 137' from the West
property line and 60' from the East property line. Which falls within the 50% of tower
height requirement.
(c) Antenna Support Structure Safety. The applicant shall demonstrate, to the
reasonable satisfaction of city staff that the proposed antenna and support
structure are safe and the surrounding areas will not be negatively affected
by support structure failure, falling ice or other debris, or radio frequency
interference. All support structures shall be fitted with anti-climbing devices,
as approved by the manufacturers.
Explain how the request meets this standard. There are no external appurtences to
collect ice so falling debris is not an issue, all radio frequencies are licensed and owned
by the applicant which eliminates RF interference, The tower structure is a featureless
pole with no provision to climb. Anti Climbing devices are not applicable here as there is
no way to climb the tower. The compound is also fenced and locked to deter
unauthorized access to the tower.
8
Application Form Last Updated: March 6. 2019
(d) Screening. Appropriate screening shall be installed composed of wood,
masonry material or other substantial materials. Landscaping may also be
required.
Explain how the request meets this standard. Facility has an existing wood fence and
substantial mature trees and shrubs to screen the facility from view.
(e) Painting and Visual aesthetics. The design of towers, antennas and base
stations should minimize the adverse visual impact of the facility through
siting, landscape screening, and stealth techniques.
(i) Towers shall either maintain a galvanized steel finish (dull gray or white) or,
subject to any applicable standards of the FAA, be painted a neutral color so
as to reduce visual obtrusiveness to the maximum extent possible.
(ii) The design of the base station and related structures shall, to the maximum
extent possible, use materials, colors, textures, screening, and landscaping that
will blend them into the natural setting and surrounding buildings.
(iii) The wireless facility shall be designed to complement the physical
landscape in which they are intended to be located. Examples of stealth
techniques that may be compatible include but are not limited to faux trees,
unipoles/slick sticks, bell towers, etc. New stealth towers shall be configured
and located in a manner that shall minimize adverse effects including visual
impacts on the landscape and adjacent properties. New freestanding structures
shall be designed to be compatible with adjacent structures and landscapes
with specific design considerations such as architectural designs, scale, color
and texture.
(iv) Conduit or cable must be concealed on towers with externally mounted
equipment.
(v) The use of internally mounted or flush mounted technology is encouraged
when adjacent to residential areas, prominent commercial areas and prominent
entryways to the city.
Explain how the request meets this standard.
9
Application Form Last Updated: March 6. 2019
This existing facility clearly adheres to all of the above mentioned methods of concealing
and stealthing by the use of a slick pole. equipment located behind stealth canisters.
Light colored appearance, Wood compound fence with mature trees and shrubs to
conceal ground buildings.
(f) Fencing. An opaque fence constructed of wood or masonry material, or other
stibstanfial mateiial, that as consistent with the existing stractures—mi—ttTe
proposed site and approved by the Zoning Board of Adjustment shall be
installed around the antenna support structure and other equipment unless the
antenna is mounted on an existing structure.
Explain how the request meets this standard. Existing wooden fence and trees and
shrubs currently exist at this facility
(g) Air Safety. Support structures 200 feet in height or taller, or those near
airports, shall meet all Federal Aviation Administration regulations.
Explain how the request meets this standard. Structure is already approved by the FAA
certificate is included in documentation for reference
(h) Separation Requirements. Towers exceeding 50 feet in height, except those
incorporating stealth techniques, shall be placed at minimum one quarter mile
apart. Wireless facilities in rights-of-way are not subject to separation
requirements.
Explain how the request meets this standard. There are no wireless towers within 1/4
mile of this
structure.
Application Form Last Updated: March 6 2019
(i) Access. All access to wireless communications sites must be hard surface
(PCC or HMA) unless approved otherwise subject to a special use permit by
the Zoning Board of Adjustment. Placement of a tower shall not affect the use
or access to required parking of a principal use on site.
Explain how the request meets this standard. Access to wireless facility is located to the
North of existing paved parking lot
11
Application Form Last Updated: March 6, 2019
Cell Site with Antenna
Special Use Permit Checklist (Without Site Plan)
(This form must be filled out completely before your application will be
accepted.)
Permits for new wireless communications facilities, substantial changes to existing
wireless facilities and new small wireless facilities are reviewed and issued by the Zoning
Board of Adjustment. This application shall require the applicant to submit the following
items:
Agreement with owner of the property if not owned by the applicant.
JXIEngineered drawings and specifications of the location, equipment to be installed and
designed appearance of the facility.
Property lines and setbacks of existing and proposed structures
Rights of Way
Manufacturers spec sheet and photographs
Architectural elevations drawn to scale with regard to appearance, screening and special
features.
Photographic visual simulation.
.0 Affidavit explaining reasons why co-location was not chosen
If a Minor Site Development Plan is required refer to the Minor Site Development Plan
checklist below.
12
\oplication Form Last Updated: March 6, 2019
Cell Site with Antenna
Special Use Permit
Permission to Place a "Zoning Action Pending" Sign
on Private Property
(This form must be filled out completely before your application will be accepted.)
Section 29.1500(2)(d)(iii) of the Zoning Ordinance, requires that notice shall be posted by the
City on the subject property. One notice sign shall be posted for each property. Required signs
shall be posted along the perimeter of the subject property in locations that are highly visible from
adjacent public streets prior to the public hearing.
The owner of property at M ip S. L-),4ilo-rA H rlE. hereby grants the City of Ames
permission to place "Zoning Action Pending" signs on the property for the purpose of informing
interested persons of the request for action by the City of Ames.
l understand that the signs will be placed on the property several days prior to action on
the request to the Planning and Zoning Commission, Zoning Board of Adjustment, or the
City Council, and may remain on the property until the request has been approved or
denied by the City.
Signed by: CP Date: 12 j Z 7 l'9
operty Owner
C 0 KI-:STA rAGE VA-cJ-, ,AV
Print Name
(Note: No other signature may be substituted for the Property Owner's Signature.)
17
RECEIVED
DEC 23 2019 sabrr: Industrile:sM")
CITY OFAMES,IOWA Towers and Poles
DEPT.OF PLANNING&HOUSING
Date: November 13, 2019
James Downey
PBMWS
Subject: Structural Analysis Report- Sabre Sales Order#43603213
Site Data: Site Name: West Lincoln/Ames, IA
Site Number: 760559
Latitude 42°1' 18.41"
Longitude -93040' 41.2"
Tower Type: Slimline
Tower Height: 120 FT
Tower Manufacturer: Sabre Industries
Dear James Downey,
Sabre is pleased to submit this Structural Analysis Report to determine the structural integrity of the
above mentioned tower.
The purpose of the analysis is to determine acceptability of the tower to support specified equipment.
Based on our analysis we have determined the tower stress level for the structure and foundation, under
the following load cases, to be:
Existing + Proposed Equipment Sufficient Capacity
Note:See Table 1 for the existing and proposed loading. (Once the modifications in Appendix B have been installed)
Tower Rating: 73%
Foundation Rating: 31%
The analysis has been performed in accordance with the ANSI/TIA-222-G standard, see the tower profile
included in this report for the design parameters.
We at Sabre Towers and Poles appreciate the opportunity of providing our continuing professional
services to you. If you have any questions or need further assistance on this or any other projects please
give us a call.
Respectfully submitted by:
here
hat this enginetring
epa red
••...:5.0 under mV dlrecttp personal supervision and th.ttI atn aidu[N lir nsedr or
QP ••; Professional Engineer undet•the Las-s the State of Iowa.
•Z� signature
EITH J.
W1 TINDALL !Z 2� (dated)
:m
14606 •.�� KFITII J.TINDALL
1�•••••..•.•••••• \IN license renem-al date is December 31,2420.
tOWA
Pages or sheets covered In this seal:
Sabre Towers and Poles •7101 Southbridge Drive• P.O Box 658 • Sioux City, IA 51102-0658
P:712-258-6690 F:712-279-0814 W:www.SabreIndustries.com
• ti
120 FT Tower Structural Analysis Report Date:November 13,2019
Sabre Sales Order#436032B
TABLE OF CONTENTS
1) INTRODUCTION
2) ANALYSIS CRITERIA
Table 1 — Existing and Proposed Antenna and Cable Information
3) ANALYSIS PROCEDURE
Table 2— Referenced Documents
3.1) Analysis Method
3.2) Assumptions
4) ANALYSIS RESULTS
Table 3—Tower Component Stresses vs. Capacity
4.1) Recommendations
5) APPENDIX A
Structural Analysis Output
6) APPENDIX B
Modification Drawings
120 FT Tower Structural Analysis Report Date: November 13,2019
Sabre Sales Order#436032B
1) INTRODUCTION
This tower is a 120 FT (Slimline) tower designed by Sabre Industries, Job#04-07064, dated 7/14/2003.
2) ANALYSIS CRITERIA
Table 1 — Existing & Pro osed Antenna and Cable Information
Center Line Number Antenna Number
Mounting Elevation of Antenna Model of Feed Feed Line Size(in) !/P/F
Level (ft) ft Antennas Manufacturer Lines
115 115 3 Amphenol TW IN65_6LUOOOG-T 2 1 1/4 P
105 105 3 Amphenol _ TWIN656LUOOOG-T 1 1 1/4 P
95 95 3 Ericsson RRU 4449 B71/B12 P
95 95 3 ERICSSON RRU 8843 B2/134_ P
95 95 3 ERICSSON RRU 11 B5 P
95 95 3 Ericsson RRU 2205 B46 P
95 95 3 1 RAYCAP RUSDC-6267-PF-48 P
85 85 3 OTHER 8' X 1'X 61N 6 7/8 E
85 85 1 5/16 E
75 75 3 OTHER 51"x8"x4" Panel Antenna 6 7/8 E
75 75 3 OTHER TMA E
3) ANALYSIS PROCEDURE
Table 2— Referenced Documents
Document Reference
Structural Design Report Sabre Job# 04-07064, Dated 07/14/2003
Geotechnical Report Geotechnical Services, Inc., Project# 036087, Dated
6/27/2003
Stealth Antenna Fit Stealth Job# SA19-00840S-00, Dated 5/23/2019
Foundation Mapping SGS Project# 1923035, Dated 9/20/2019
Modification Drawings Sabre Job#445803, Dated 11/4/2019
3.1) Analysis Method
POLEMASTTM, a commercially available analysis software package developed by Guymast Inc.,
is utilized by Sabre Towers and Poles to perform the structural analysis and design of monopoles.
The basic criteria for designing a monopole such as wind speed, effective areas of monopole
sections, factored resistances, allowable rigidity and foundation requirements are based on
ANSI/TIA Standard 222-G.
A monopole is treated as a cantilevered beam with a fixed base support. Wind, ice and weight
are the major design loads considered in the static analysis. Effects due to eccentric moments,
torques, slopes and deflections are included in the computer program.
After all the necessary input data is entered, the program will compute the effective area of each
monopole section, the wind loads at each elevation, and the factored resistance of each section.
The total weight, wind shear, overturning moment and torque are calculated at each elevation, in
120 FT Tower Structural Analysis Report Date:November 13,2019
Sabre Sales Order#436032B
order to determine loads in each section of the monopole. The factored loads are then compared
with the factored resistances to determine the adequacy and/or required sizes.
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 Table 1 and the referenced drawings.
4) The existing canister is going to be removed and replaced with a new canister designed
by Stealth, Job#SA19-00840S-00, Dated 5/23/2019.
5) The tower has been modified in accordance with Sabre Job#445803, dated 11/4/2019.
4) ANALYSIS RESULTS
Table 3— Existing & Proposed Component Stresses vs. Capacity
Component Elevation (ft) % Capacity Sufficient/Insufficient
Anchor Rods BASE 43% Sufficient
Base Plate BASE 73% Sufficient
Base Foundation (Caisson) BASE 31% Sufficient
Pole Shaft 0' - 49' 42% Sufficient
Structure Rating (max from all components) = 73%
Notes:
1) See additional documentation in"Appendix A"for output supporting the%capacity.
2) A structure ratio of 105%or less is within engineering tolerances and considered acceptable.
3) A foundation-soil interaction ratio of 110%or less is within engineering tolerances for foundations and is
considered acceptable.
4.1) Recommendations
The tower and its base and foundation have sufficient capacity to carry the existing and
proposed loads once the modifications in Appendix B have been installed.
120 FT Tower Structural Analysis Report Date: November 13,2019
Sabre Sales Order#436032B
APPENDIX A
STRUCTURAL ANALYSIS OUTPUT
Designed Appurtenance Loading
Elw Description Tx-Line
115 (3)TWIN656L000OG-T 11r4'
105 (3)TVJIN656L0000G-T 1 1 1;4-
95 (3)RRU 4449 6711B12s
95 (3)RRU 8843 B2/B4s
95 (3)RRU 11 B5s
95 131 RRU 2205 B46
95 (3)RUSDC-6267-PF-48
85 r318 X 1'X 61N (6)7/8-
Sp al Camer 48'x 39,25'Cylinder 85 (1)5/16-
80.75 Special 4 Carrier 48'x 39.25'Cylindr
75 (3)51"x8"x4"Panel Antennas (6)7/8-
5 31 TMA
Design Criteria-ANSUTIA-222-G
ASCE 7-16 Ultimate Wind Speed(No Ice) 110 mph
Wend Speed(Ice) 40 mph
Design Ice Thickness 1.50'r
Structure Class II
7e.75't 6-x 12" i Category II
Q1 @ 6W,180-,300'
Exposure Category C
Topographic Category
Load Case Reactions
Description Axial(kips) Shear(kips) Moment(ti-k) Deflection(n) Sway(deg)
- 3s Gusted W.nd 16.58 9.47 656.54 14 13
3s Gusted Wind 0.9 Dead 12,44 947 652.57 1.39 1.69
3s Gusted WmdBlee 31.49 2.65 190.55 0.41 0.5
Service Loads 13.52 2.63 182.11 0.29 0.47
Base Plate Dimensions
Shape Diameter Thickness Boll Circle Bolt Oty Bolt Diameter
Round 52- 1 °. 46 - �...1
Anchor Bolt Dimensions
Length Diameter Hole Diameter Weight Type Finish
Z25" 2.625- 484-4 A615-75 Gah
Notes
1) Antenna Feed Lines Run Inside Pole
a 2) All dimensions are above ground level,unless otherwise specified.
3) Weights shown are estimates. Final weights may vary.
4) This tower design and,if applicable,the foundation designs)shown on the
following page(s)also meet or exceed the requirements of the 2015
International Building Code.
5) Tower Rating:73%
6) The tower has been modified per the drawings in Appendix B.
8'1 10.5"x 25.5 270•
4'1 10.5'x 25.5-9 360-
xx
- rn
N _ _ E _
uai O o m m
m
Sabre Communications Corporation Job 436032B
SabrE IndustriEs' 70 Southbridge Drive
P.O.Box 658 Customer PBMWS
Towers and Poles Sioux City,IA 51102-0658 Site Name.
Fnvxr Pl2)2eb - West Lincoln/Ames,IA 760559
Fair(712)2111O814
.mi canl.iM4 nw.ln w pre.ar vawnr❑s—r icalm+c„naeiim,�a+ Descriptions. 120'Slimline
.. r earxle4 M krwa toes Cn,5..-�ara.nr na i»rvoeo�ed.cepiee uxed In Wxio v tW iv nr
a...nuoo.e w�lnoul mx p�v —x d were c—.,,.tu,wx+k.,. Data 11/13/2019 BY JLG
436032E
(USA 222-G)222-G) - Monopole Spatial Analysis (c)2015 Guymast Inc.
Tel :(416)736-7453 Fax:(416)736-4372 web:www.guymast.com
Processed under license at:
Sabre Towers and Poles on: 12 nov 2019 at: 15:54:28
120' Slimline / West Lincoln/Ames, IA
* All pole diameters shown on the following pages are across corners.
See profile drawing for widths across flats.
POLE GEOMETRY
ELEV SECTION NO. OUTSIDE THICK RESISTANCES SPLICE . . .OVERLAP... w/t
NAME SIDE DIAM -NESS **Pn **Mn TYPE LENGTH RATIO
ft in in kip ft-kip ft
79.7 . . . . . ....... ...
. . .. . .. ........ ......
30.46 0.250 1669.7 1021.2
A 18 19.4
33.82 0.250 1790.4 1217.7
53.2 .. . ............
... . . .. . . . . . . . . .... . .
33.82 0.250 1790.4 1217.7
A/B 18 SLIP 4.25 1.53
33.87 0.250 1792.0 1220.5
49.0 . . ... . .. . . . ....
. . .. . .......... ......
33.87 0.250 1792.0 1220.5
B 18 21.8
40.08 0.250 1981.1 1600.4
0.0 ... ......... ... ...... . .. .. . . . . . . . . . . . . . .. . .
POLE ASSEMBLY
SECTION BASE .. .... . . .... .BOLTS AT BASE OF SECTION............ CALC
NAME ELEV NUMBER TYPE DIAM STRENGTH THREADS IN BASE
SHEAR PLANE ELEV
ft in ksi ft
A 49.000 0 A325 0.00 92.0 0 49.000
B 0.000 0 A325 0.00 92.0 0 0.000
POLE SECTIONS
SECTION NO.Of LENGTH OUTSIDE.DIAMETER BEND MAT- FLANGE.ID FLANGE.WELD
NAME SIDES BOT TOP RAD ERIAL BOT TOP . .GROUP.ID..
* * ID BOT TOP
ft in in in
A 18 30.75 34.37 30.46 0.000 1 0 0 0 0
B 18 53.25 40.08 33.32 0.000 2 0 0 0 0
* - Diameter of circumscribed circle
MATERIAL TYPES
--------------
--------------
TYPE OF TYPE NO OF ORIENT HEIGHT WIDTH THICKNESS. IRREGULARITY
SHAPE NO ELEM. WEB FLANGE PROJECTION.
% OF ORIENT
AREA
& deg in in in in deg
PL 1 1 0.0 34.37 0.25 0.250 0.250 0.00 0.0
PL 2 1 0.0 40.08 0.25 0.250 0.250 0.00 0.0
& - with respect to vertical
Page 1
436032a
MATERIAL PROPERTIES
--...............
-=
-------------------
MATERIAL ELASTIC UNIT STRENGTH . . THERMAL
TYPE NO. MODULUS WEIGHT Fu Fy COEFFICIENT
ksi pcf ksi ksi /deg
1 29000.0 490.0 80.0 65.0 0.00001170
2 29000.0 490.0 80.0 65.0 0.00001170
• only 3 condition(s) shown in full
• Some concentrated wind loads may have been derived from full-scale wind tunnel testing
LOADING CONDITION A
110 mph Ultimate wind with no ice. wind Azimuth: Oo
LOADS ON POLE
LOAD ELEV APPLY. .LOAD..AT LOAD . . .. ..FORCES. ..... .... . .MOMENTS. . ...
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
C 114.000 0.00 0.0 0.0 0.0000 0.1806 0.0000 0.0000
C 114.000 0.00 0.0 0.0 0.0000 0.3240 0.0000 0.0000
C 104.000 0.00 0.0 0.0 0.0000 0.0824 0.0000 0.0000
C 104.000 0.00 0.0 0.0 0.0000 0.3240 0.0000 0.0000
C 99.375 0.00 0.0 0.0 3.9974 4.2000 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.0718 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.0439 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.1980 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.3060 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.2700 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.0151 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.0000 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.3266 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.2880 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.0000 0.2877 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.0442 0.0288 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.6121 0.2898 0.0000 0.0000
D 79.750 0.00 180.0 0.0 0.0622 0.0982 0.0000 0.0000
D 53.250 0.00 180.0 0.0 0.0631 0.1053 0.0000 0.0000
D 53.250 0.00 180.0 0.0 0.0630 0.2144 0.0000 0.0000
D 49.000 0.00 180.0 0.0 0.0630 0.2144 0.0000 0.0000
D 49.000 0.00 180.0 0.0 0.0615 0.1098 0.0000 0.0000
D 0.000 0.00 180.0 0.0 0.0558 0.1245 0.0000 0.0000
LOADING CONDITION M
110 mph ultimate wind with no ice. wind Azimuth: Oo
LOADS ON POLE
LOAD ELEV APPLY..LOAD..AT LOAD . . . . ..FORCES. . . .. . . . .. ..MOMENTS.....
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
C 114.000 0.00 0.0 0.0 0.0000 0.1354 0.0000 0.0000
C 114.000 0.00 0.0 0.0 0.0000 0.2430 0.0000 0.0000
C 104.000 0.00 0.0 0.0 0.0000 0.0618 0.0000 0.0000
C 104.000 0.00 0.0 0.0 0.0000 0.2430 0.0000 0.0000
C 99.375 0.00 0.0 0.0 3.9974 3.1500 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.0539 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.0329 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.1485 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.2295 0.0000 0.0000
Page 2
436032B
C 94.000 0.00 0.0 0.0 0.0000 0.2025 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.0113 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.0000 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.2449 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.2160 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.0000 0.2158 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.0442 0.0216 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.6121 0.2173 0.0000 0.0000
D 79.750 0.00 180.0 0.0 0.0622 0.0737 0.0000 0.0000
D 53.250 0.00 180.0 0.0 0.0631 0.0790 0.0000 0.0000
D 53.250 0.00 180.0 0.0 0.0630 0.1608 0.0000 0.0000
D 49.000 0.00 180.0 0.0 0.0630 0.1608 0.0000 0.0000
D 49.000 0.00 180.0 0.0 0.0615 0.0823 0.0000 0.0000
D 0.000 0.00 180.0 0.0 0.0558 0.0934 0.0000 0.0000
LOADING CONDITION Y
40 mph wind with 1.5 ice. wind Azimuth: 0+
LOADS ON POLE
LOAD ELEV APPLY..LOAD..AT LOAD .... ..FORCES. . . . . . . .....MOMENTS.....
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
C 114.000 0.00 0.0 0.0 0.0000 0.1806 0.0000 0.0000
C 114.000 0.00 0.0 0.0 0.0000 0.3240 0.0000 0.0000
C 104.000 0.00 0.0 0.0 0.0000 0.0824 0.0000 0.0000
C 104.000 0.00 0.0 0.0 0.0000 0.3240 0.0000 0.0000
C 99.375 0.00 0.0 0.0 1.1809 13.4993 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.0718 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.0439 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.1980 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.3060 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.2700 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.0151 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.0000 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.3266 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.2880 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.0000 0.2877 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.0119 0.0483 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.1156 0.5341 0.0000 0.0000
D 79.750 0.00 180.0 0.0 0.0176 0.1633 0.0000 0.0000
D 53.250 0.00 180.0 0.0 0.0177 0.1730 0.0000 0.0000
D 53.250 0.00 180.0 0.0 0.0176 0.2828 0.0000 0.0000
D 49.000 0.00 180.0 0.0 0.0176 0.2828 0.0000 0.0000
D 49.000 0.00 180.0 0.0 0.0171 0.1791 0.0000 0.0000
D 0.000 0.00 180.0 0.0 0.0152 0.1896 0.0000 0.0000
(USA 222-G) - Monopole spatial Analysis (c)2015 Guymast Inc.
Tel :(416)736-7453 Fax:(416)736-4372 web:www.guymast.com
Processed under license at:
Sabre Towers and Poles on: 12 nov 2019 at: 15:54:28
120' slimline / West Lincoln/Ames, IA
MAXIMUM POLE DEFORMATIONS CALCULATED(W.r.t. wind direction)
MAST .......DEFLECTIONS (ft). . . . .........ROTATIONS (deg)....
ELEV . .... HORIZONTAL DOWN ........ TILT ... . TWIST
ft ALONG ACROSS ALONG ACROSS
Page 3
436032B
79.7 1.40K 0.000 0.03K 1.70K 0.000 O.00L
70.9 1.14K 0.000 0.02K 1.62K 0.000 O.00L
62.1 0.90K 0.000 0.02K 1.50K 0.000 O.00L
53.2 0.68K 0.000 0.O1K 1.35K 0.00o O.00L
49.0 0.58K 0.000 0.01K 1.28K 0.000 O.00L
36.7 0.34K 0.000 O.00K 1.O1K 0.00o O.00L
24.5 0.15K 0.000 O.00K 0.71K 0.000 O.00L
12.2 0.04K 0.000 O.00AB 0.37K 0.000 O.00L
0.0 O.00A O.00A O.00A O.00A O.00A O.00A
.. ................... .. ... ... . . . ... ........ ... . . . .. . . ............... ..
MAXIMUM POLE FORCES CALCULATED(w.r.t. t0 wind direction)
MAST TOTAL SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION
ELEV AXIAL ALONG ACROSS ALONG ACROSS
ft kip kip kip ft-kip ft-kip ft-kip
79.7 ................
15.93 z 4.00 P 0.00 x -78.46 0 0.00 x 0.00 x
18.26 z 5.21 P 0.00 x -120.05 A 0.00 x 0.00 L
70.9 .. ..... . ... .. . . . . .
18.26 AF 5.21 L 0.01 K -120.05 A -0.01 Q 0.00 L
19.74 AF 5.76 L 0.01 K -170.51 L -0.04 K 0.00 X
62.1 ... .. ... .. ...
19.74 AF 5.76 0 0.00 F -170.51 L -0.04 K 0.00 x
21.26 AF 6.32 o 0.00 F -225.89 c -0.08 F 0.00 Q
53.2
21.26 AC 6.33 M 0.01 F -225.89 L -0.07 F 0.00 Q
22.46 AC 6.59 M 0.01 F -254.29 L -0.10 F 0.00 Q
.. ..49.0 ... ..... .
22.46 AG 6.60 K .0.01 L -254.30 C -0.09 F 0.00 Q
24.67 AG 7.35 K -0.01 L -342.50 K 0.12 U 0.00 L
36.7 .. ... .. .. . . . .. .
24.67 AG 7.34 K -0.01 F -342.51 K 0.12 U 0.00 L
26.91 AG 8.07 K -0.01 F -439.25 K 0.20 o -0.01 L
24.5 .. ... . .. . .. ..... . .... .. ...
26.91 AG 8.07 K -0.01 0 -439.25 K 0.19 0 -0.01 L
29.18 AG 8.78 K -0.01 0 -544.11 K 0.28 O -0.01 L
12.2 . . .............. ...... ...... ..... .. . . . . ..... ......
29.18 AG 8.78 K .0.01 0 -544.11 K 0.28 0 -0.01 L
31.49 AG 9.47 K -0.01 0 -656.54 K 0.35 0 -0.01 L
--------------------------------------------------------------------------------
base
reaction 31.49 AG -9.47 K 0.01 0 656.54 K -0.35 O 0.01 L
--------------------------------------------------------------------------------
COMPLIANCE WITH 4.8.2 & 4.5.4
-----------------------------
-----------------------------
ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(w/t) MAX
TORSIONAL ALLOWED
ft
79.75 . . .
O.OlZ 0.08o O.00P O.OSL YES 19.40A 45.2
0.01Z 0.11A 0.01P 0.12A YES 20.18A 45.2
70.92 . .. .. ... . . . ..
O.OlAF O.11A O.O1L. . . . 0.12A YES 20.18A 45.2
Page 4
436032E
0.01AF 0.15L O.01L 0.15L YES 20.95A 45.2
62.08 ... .O.OlAF. .. .0.15E.. .. 0.010. . . . . . . . 0.15E. . . ... .. YES. . . . . . . . 20.95A... ...
45.2
0.01AF 0.19C 0.010 0.19C YES 21.73A 45.2
53.25 .. . . ...
. ... . . ... . . .. . .. . ...
O.OlAC. . 0.19E.. . . O.O1M 0.19E YES 21.73A �45.2
0.01AC 0.20L O.01M 0.21L YES 22.11A 45.2
O.OlAG 0.21C O.O1K 0.21c YES 21.75A 45.2
0.01AG 0.26K O.01K 0.27K YES 22.84A 45.2
O.OlAG 0.26K O.O1K 0.27K YES 22.84A 45.2
0.01AG 0.31K O.01K 0.32K YES 23.92A 45.2
24.50 .. . . . . .. .. .. .. . . . ... .... 'YE .. . . .. .. ..
O.OlAG 0.31K O.O1K 0.32K YES 23.92A 45.2
0.02AG 0.36K O.01K 0.37K YES 25.00A 45.2
12.25 .. .
0.02AG *0.36K O.O1K 0.37K YES 25.00A 45.2
0.02AG 0.41K O.01K 0.42K YES 26.08A 45.2
0.00 . . .. ............ ..... . . ....... . . . . . . ....... . .. . . . . . . . .................
MAXIMUM LOADS ONTO FOUNDATION(w.r.t. wind direction)
DOWN SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION
ALONG ACROSS ALONG ACROSS
kip kip kip ft-kip ft-kip ft-kip
31.49 9.47 -0.01 -656.54 0.35 -0.01
AG K 0 K 0 L
(USA 222-G)222-G) - Monopole spatial Analysis (c)2015 Guymast Inc.
Tel:(416)736-7453 Fax:(416)736-4372 web:www.guymast.com
Processed under license at:
Sabre Towers and Poles on: 12 nov 2019 at: 15:54:42
120' Slimline / west Lincoln/Ames, IA
*******kkk**************** Service Load condition ***************************
k k k k k k k k k k k k's k k k k k k k k k k k k k k k k k k k k k k k irk k k k k k k k k itk k k k k k L-k k k k k k itk k k k k k k k k k*k k*k k k k
* only 1 condition(s) shown in full
* some concentrated wind loads may have been derived from full-scale wind tunnel testing
LOADING CONDITION A
60 mph wind with no ice. wind Azimuth: 0*
LOADS ON POLE
LOAD ELEV APPLY..LOAD..AT LOAD . . . . . .FORCES. . . . . . . .....MOMENTS. . ...
TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL
ft ft kip kip ft-kip ft-kip
C 114.000 0.00 0.0 0.0 0.0000 0.1505 0.0000 0.0000
Page 5
436032E
C 114.000 0.00 0.0 0.0 0.0000 0.2700 0.0000 0.0000
C 104.000 0.00 0.0 0.0 0.0000 0.0686 0.0000 0.0000
C 104.000 0.00 0.0 0.0 0.0000 0.2700 0.0000 0.0000
C 99.375 0.00 0.0 0.0 1.1138 3.5000 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.0598 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.0366 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.1650 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.2550 0.0000 0.0000
C 94.000 0.00 0.0 0.0 0.0000 0.2250 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.0126 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.0000 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.2722 0.0000 0.0000
C 84.000 0.00 0.0 0.0 0.0000 0.2400 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.0000 0.2398 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.0123 0.0240 0.0000 0.0000
C 74.000 0.00 0.0 0.0 0.1706 0.2415 0.0000 0.0000
D 79.750 0.00 180.0 0.0 0.0173 0.0819 0.0000 0.0000
D 53.250 0.00 180.0 0.0 0.0176 0.0878 0.0000 0.0000
D 53.250 0.00 180.0 0.0 0.0176 0.1787 0.0000 0.0000
D 49.000 0.00 180.0 0.0 0.0176 0.1787 0.0000 0.0000
D 49.000 0.00 180.0 0.0 0.0171 0.0915 0.0000 0.0000
D 0.000 0.00 180.0 0.0 0.0155 0.1038 0.0000 0.0000
MAXIMUM POLE DEFORMATIONS CALCULATED(w.r.t. wind direction)
---------------------------------
MAST . ......DEFLECTIONS (ft). . . . . . . . . . .... .. . .ROTATIONS (deg).........
ELEV .. ... HORIZONTAL ... .. . DOWN ..... ... TILT . . . ....... TWIST
ft ALONG ACROSS ALONG ACROSS
79.7 0.39E O.00I O.00D 0.47E O.00I O.00I
.. ................... .... ..... . . . . . . ....... . . . . . . . . . . ... ... ... ........
70.9 0.32E O.00I O.00D 0.45E O.00I O.00I
62.1 0.25E O.00I O.00D 0.42B O.00I O.00I
. . ....... .. .... . .. . .. . . . . . . ... . . . ... ....... . . .... . . .. . .. . . . . ... .......
53.2 0.19E O.00i 0.00D 0.38E O.00I O.00I
49.0 0.16E O.00I O.00D 0.35E 0.001 0.001
......................... ..... .... . . ........ .. . . . . . . . .................
36.7 0.096 O.00I O.00D 0.286 O.00I O.00I
24.5 0.04E O.00I O.00D 0.20E O.00I O.00I
. . ....... ........ .... . . .. . . . .. .. . .. ........ . ..... . . . .. . .. ...... .......
12.2 0.018 O.00I O.00D O.lOB O.00I O.00I
0.0 O.00A O.00A O.00A O.00A O.00A O.00A
..................... .. .. ..... .. .. .. ........ . . .. . .. . . .................
MAXIMUM POLE FORCES CALCULATED(w.r.t. to wind direction)
MAST TOTAL SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION
ELEV AXIAL ALONG ACROSS ALONG ACROSS
ft kip kip kip ft-kip ft-kip ft-kip
79.7 ...... ....... . ... . . . . ....... . . . .... ... .....
5.53 A 1.11 I 0.00 K -21.86 C 0.00 K 0.00 C
6.76 A 1.45 I 0.00 K -33.37 A 0.00 I 0.00 L
70.9 .. .... .... .... . . .. . . .. .... . . .. . .. .... ..
6.76 L 1.45 F 0.00 K -33.37 A 0.00 H 0.00 L
7.51 L 1.61 F 0.00 K -47.34 D 0.01 K 0.00 L
62.1 ...
...... ...... .... . . . . ....... . . . .... .. . ...
7.51 D 1.61 D 0.00 I -47.34 D 0.01 K 0.00 L
8.28 D 1.76 D 0.00 I -62.68 D 0.01 K 0.00 L
53.2 . . . ..... . .. . .. .... . . .. . . . . . .... . . . . . .. . ..... .
8.28 B 1.76 D 0.00 I -62.68 D -0.01 L 0.00 L
9.04 B 1.84 D 0.00 i -70.56 D 0.02 K 0.00 L
49.0
9.04 L 1.84 B 0.00 I -70.56 D -0.02 I 0.00 L
Page 6
436032B
10.18 L 2.04 B 0.00 1 -94.94 F -0.07 I 0.00 I
..
36.7 ......
10.18 B 2.04 B 0.01 I 94 F -0.07 I 6.00 I
11.36 B 2.24 B 0.01 I -121.76 B -0.13 I 0.00 I
.24.5 ..... .. .. ..
11.36 B 2.25 B 0.01 I -121.76 B -0.13 I 0.00 I
12.57 B 2.44 B 0.01 I -150.86 B -0.20 I 0.00 I
12.2 . .. ................. .. ....
12.57 B 2.44 B 0.01 I -150.86 B -0.20 I 0.00 I
13.82 B 2.63 B 0.01 I -182.11 B -0.26 I 0.00 I
--------------------------------------------------------------------------------
base
reaction 13.82 B -2.63 B -0.01 I 182.11 B 0.26 I 0.00 I
--------------- ----------------------------------------------------------------
COMPLIANCE WITH 4.8.2 & 4.5.4
ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(w/t) MAX
TORSIONAL ALLOWED
ft
79.75 . . . . ..... .....
O.00A 0.02C O.00I 0.02C vES 19.40A 45.2
O.00A 0.03A O.00I 0.03A YES 20.18A 45.2
70.92 . . ............
O.00L 0.03A O.00F 0.03A vE5 20.18A 45.2
O.00L 0.04D O.00F 0.05D YES 20.95A 45.2
62.08 . .. ... . . . . . ... .......
O.00D 0.04D O.00D 0.05D YEE S 20.95A 45.2
O.00D 0.05D O.00D 0.06D YES 21.73A 45.2
53.25 .. . . . . . . . .. ...... ..
0.008 0.05D O.00D 0.06D YES 21.73A 45.2
0.00E 0.06D O.00D 0.06D YES 22.11A 45.2
49.00 . .. . .. . .. . ... . . . . . . ...... .. .. .... . .. ..
O.O1L 0.06D 0.006 0.06D YEE S 21.75A 45.2
O.01L 0.07E O.00B 0.08E YES 22.84A 45.2
36.75 ... . ...... . .. . . ... . ......... ... . . . ....
0.016 0.07E 0.006 �0.08F YES 22.84A 45.2
O.01B 0.09E O.00B 0.09E YES 23.92A 45.2
24.50 ... . ...... .. .. . ... . . . .. .. ......
O.O1B 0.096 O.00B 0.09E vES 23.92A 45.2
0.01E 0.10B O.00B O.11B YES 25.00A 45.2
12.25 .. . ....
0.018 0.106 0.006 0.116 vES 25.00A 45.2
0.01E 0.11E 0.00E 0.12E YES 26.08A 45.2
0.00 . ... ...... ........... . . .. . . . .. .. . .......... ........ ... ...... . .........
MAXIMUM LOADS ONTO FOUNDATION(w.r.t. wind direction)
DOWN SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION
ALONG ACROSS ALONG ACROSS
kip kip kip ft-kip ft-kip ft-kip
13.82 2.63 0.01 -182.11 -0.26 0.00
B B I B I I
Page 7
Sabre II1C�lIStriES SO#: 436032B
Towers and Poles Site Name: West Lincoln/Ames, IA
Date: 11/13/2019
Round Base Plate, per ANSIMA 222-G
Pole Data
Diameter: 39.470 in (flat to flat)
Thickness: 0.25 in
Yield (Fy): 65 ksi
#of Sides: 18 „ "IF Round
Strength (Fu): 80 ksi
Reactions
Moment, Mu: 409.3 ft-kips The moment has been adjusted to account for the anchor bolt modifications
Axial, Pu: 16.58 kips
Shear, Vu: 9.47 kips
Plate Data
Base Plate Results
Diameter (in): 52 Dia. Override: 52
Thickness: 1.25 in Base Plate (Mu/Z): 39.2 ksi
Yield (Fy): 60 ksi Allowable VFy: 54.0 ksi (per AISC)
Eff Width/Rod: 15.31 in Base Plate Interaction Ratio: 72.7% Pass
Drain Hole: 2.625 in. diameter
Drain Location: 17.5 in. center of pole to center of drain hole
Center Hole: 26 in. diameter
Asymmetrical anchor rod analysis c
Calculates capacities of anchor rods in symmetrical or asymmetrical layout SabrE IndustricS
vos 2014 October 31 Towers and Poles
Method LRFO .
Moment 656.54 lift
Axial 16.58 Ir
Shear 9.47 Ir - -
rl 0.50 Figure 4-4:detail type(d)
(baseplate resting on nuts)
B 90
Detail Type(d)
Existing conditions Centroid Moment of Inerita Results
Grade Diameter Fr F. O.C. Oo(') 0(1 S(in) A„(m) A-cy(in) d(in) 10(h) A-d'(In) av(ksi) F,•••,,,•(k) Fa„•,,_ F� F. F.(k) %..r.' max.%„0 0(')
11119J(A615 Gr7S) 2.25 75 100 46.00 0 -90 -23.000 3.250 -74.750 -23.000 0.941 1719.250 32.828 106.692 109.574 103.810 112.866 260.000 43.41% 43.41% 90
2 p18J(A61S Gr75) 2.25 75 100 46.00 90 0 0.000 3.250 0.000 O.ODO 0.841 0.000 0.000 0.000 2.982 -2.982 6.174 260.000 2.37% 43.41% 0
3 a181(A615 Gr7S) 2.25 75 100 46.00 180 90 23.000 3.250 74.750 23.000 0.841 1719.250 32.828 106.692 109.574 103.810 112.866 260.000 43.41% 43.41% 90
4 011181(A615 Gr75) 2.25 75 100 46.00 270 180 0.000 3.250 0.000 0.000 0.941 0.000 0.000 0.000 2.982 -2.882 6.174 260.000 2.37% 43.41% 0
5 F1554 1.75 105 125 54.00 70 -20 -9.235 1.899 -17.541 -9.235 0.287 161.979 13.181 25.036 26.720 23.352 28.644 189.945 15.08% 40.44% i60
6 F1SS4 1.75 105 125 54.00 190 too 26.590 1.899 50.506 26.590 0.287 1342.948 37.952 72.098 73.773 70.404 75.697 189.945 39.85% 40.44 100
7 FISS4 1.75 105 125 54.00 310 220 -17.355 L899 .32.966 -17.355 0.287 572.126 24.771 47.052 48.737 45.368 50.661 189.945 26.67% 40.44�. 4r,
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
18.698 0.- 4.223 5515.553
rr 0.000 I 5519.777
120 FT Tower Structural Analysis Report Date:November 12,2019
Sabre Sales Order#436032A
APPENDIX B
MODIFICATION DRAWINGS
SabrE IndustriEs" ,AKIN PAT�T,�
� NAwMna an Wns a Non
Towers and Poles
CMNNN. .Ro nF®l, AN
uW WN T
Mr Wo
PHM WIRELESS SERVICES, LLC
NEST LINCOLN/AMES, IA
120' EXISTING SLIMLINE
�O
a s
• r
X lr I
SAFE tt aae
\ rH 9V
2
y _
' M SN'Ou B.C.
J i
f
2
WRAP 12'W EIECTROTAPE
7w8 BOND BREAKER TAPE OR
APPROVED(W ENT(TVP)
1.REFERENCE SAM ANALYSIS SO#436032K DATED.9/25/209
2.NEW ANCHOR ROD REINFORCING SHALL BE INSTALLED PER MEC'S RECOMMENDATIONS
ONCE ALL EPDXY HAS CURED THE NEW ANCHOR BOLT REINFORCING 94U1 BE
PROOF LOADED TO III kip,AFTER ANOHON ROD LOAD TESTING IS COMPLETE,INSTALL
TD SING FIGHT PLUS 1/4 TURN BEFORE INSTALLING 2ND NUT.
a
CORE NEW 2'0 HOE IN FOUNDATION NIM EMBEDMENT DEPTH
O 6'-0'(-2'.-0')HOES N CONCRETE AND BRACKET MUST
A"aMM ANCHORS UTUDNG KFI HIT AE-S CPDXY
ADHESNE.WSTAL USING EPDXY MANUFACTURES NSTAUATION
TQan= RECOMMENDATIONS
memnu
PC=PIECE OR=ORANGE
CUSTOMER : PBM WIRELESS SERVICES, LLC
PLT=PALLET WH=WHITE
BDL=BUNDLE 0/W=OR&WH
SITE : WEST LINCOLN/AMES, IA
Sabre Ind i i Es CRT=CRATE N/R=NOT REQ'D
Towers and Poles D=DRUM SP=SPECIAL
B.O.M. MODIFICATION MATERIAL FOR 120' EXISTING SLIMLINE
BX=Box
PACKING
TOTAL QTY
ITEM NO. NO. REQ'D. DRAWING REV PART NO. DESCRIPTION WEIGHT a KIT OF PKG. NO.
NUMBER LBS. a PKG'S.
1 3 MABW40474 0 MABW40474 WELDMENT, BOLTED ANCHOR BOLT BRACKET 1075 N/R
2 6 MABP-68 1 MABP02689 PLATE, WASHER 2" X 7" X 0'-7" (GR SO) 162 N/R
3 50 C40132253 AJAX BOLT ASSY, 95mm LONG (YELLOW) 50 N/R
4 3 C40041286 0 C40041286 ANCHOR BOLT ASSEMBLY, 1 3/4"0 X 20'-0" (F1554 GR105) 534 N/R
5 3 C40033006 COUPLER, 1 3/4" X 5" LONG DH HDG 7 N/R
6 6 C40043024 NUT, HEAVY HEX JAM, 1 3/4" ASTM A563 7 N/R
7
8
9
10
11
12
13
14
15
16
17 4 C40068107 ALL FASTENERS AF-1000 COLD GALV.COMPOUND BRUSH ON(QUART) 24 N/R
18
19
20 IREFER TO DRAWING: 445803-MOD
DATE 11/04/19 JOB NO. 445803
DRAWN BY PSB PRINT NO. BOM-1
CHECKED BY MC PAGE 1 OF 1
REV DATE DRW CHK DESCRIPTION
ED
DEC 2 3 2019 SabrE IndustriEs" PAM� -
tOWA ,. .......1 er
CITY OF AMES Towers and Poles ...� �Y.
F OF PLANKING&HousiNG
p_PT. PBM WIRELESS SERVICES, LLC
WEST LINCOLN/AMES, IA
120' EXISTING SLIMLINE
-n
MET)
o /
. �
e
PTuI 9m
I
NEAP 11'IN RFCTROTAPF
]pIB BONO BREAAER*Aar OR
0 APPROYID EQANALENT(M)
I e tlG�
RESFRENCE SABRE ANA S:SO/AOSO3M DATM 9/TS/ZD19
].NEW ANCHOR RO)WINFORCING SHALL BE INSTALLED PER"S RECOYIENDATMNS
ONCE ALL EPDXY HAS CURED THE NEW ANONOR BOLT REINFORCM 94ALL BE
PROOF LOADED TO 11-kkm AFTER ANCHOR RW LOAD TESTING 5 CCOILETE.INSTALL
TO SNJG TINT PLUS /.TURN BEFORE INSTALLING 2D NUT.
E NEW IY IIQE N FOU DATIQN ON DANDIIN'T DEPTH
6 S"-O'(.]'.-01 NOES N OONQEIE NID WRACK T WST
ADHESIVE.
E SEQINSTALL
A Ull1LN M NlI HIT REMIND APLAT
L2YdT.0N ISCQR[MDAIOIB USING[PmfY ANI.rACNIIES NSTALLADQN D ..seD�YCD p
t
QC CHECK SWO NO.
ALL MELDS ARE EBOXX T1NI.F_SS
PREWELD NOTED OTHERWISE PROJECT
WELD WELD TYPE INSPECTION rfK QUANTITY
MAC pip MIT
cJP UT/MT
1nu.ET VISUAL CWI(U.N.O.)
N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1
1/2" 1 (4'-0")
— 1 /2, 1/2.
TYP ITEM 2
TO ITEM 1 3/4
45'
1/4
v
DEPTH STAMP MABW40474
LETTERS do NUMBERS
TO BE 1/2" HIGH
DEPTH TO BE 1/32"
2 2 2
(4')
ASSEMBLY
FINISH: HOT DIP GALV. PER ASTM A123
LIST OF MATERIAL
,, 1IEH TY. PART N0. DESCRIPTION WEIGHT
1. 1 MABWS00777 PLATE,ANCHOR BOLT BRACKET 1 1 4-X 6 1/2"X 4'-0 104.7
2. 1 2 1 MABWS007781 PLATE,ANCHOR BDLT BRACKET 3 4"X 12'X S-111 239.8
TOTAL WEIGHT BLACK 344.5
TOTAL WEIGHT GALV. 1158.3411
UNLESS OTHERWSE SPECIFIED MA'ERIAL:
ALL DIMENSIONS INCLUDE
FINISHES AND ARE IN INCHES
TOLERANCES. FRACTIONS 2 1/16" Sa re Industries
-
TOLERANCES 1 1n DEG TOLERANCES DO NOT APPI♦ Towers and Poles WELDMENT, BOLTED ANCHOR BOLT BRACKET
DECIMALS 2-010' TIC RAW MATERIAL
_ — CONFIDENTIAL
This document and the Information
2 1 > 1 contained herein Is the connden"trade
sevel properly of Sabre Communications 912E DRAWING N0. REV
Corparatiw('Sabre')and mutt not be REF:M-MRB-175 R 225-15
ISO VIEW reproduced.copied or used, in whole or In DATE 5/24/19 B MABW40474 0
port.fair an r y purpose without the prior
written consent of Sobre. DRAWN BY JMJ SCALE PAGE
DATE DESCRIPTION 02019 Sabre Communications Corpor lion.
___ All r to reserved. cmXIM HY mC NONE 1 OF 1
SWO NO.
PROJECT
QUANTITY
4'-0'
3" 3' 3" 3" 3" 3" 3" 3" 3' 3" 3" 3" 3' 3' 3" 3" I I
N
,o
\ rT io o> b i7 7c on o "T io a o i7 � ion
O O O � �"• r- � N lV fV N h h h i7
ALL HOLES ARE TO BE MUM
DO NOT PUNCH OR BURN
NOTES:
1. ALL HOLES ARE 1 3/16.0 (15 REO'D)
2. BLACK STEEL WEIGHT = 104.7/
MATEFIVAL RATE
ALL IMMEP S INCLUDE 1 1/4%6 1/2%4•-0
FINISHES AND ARE IN INCHES ASM A572 OR.es PLATE, MONOPOLE REINFORCEMENT
TOLERANCES. fRAcnoNs 2 1/16• SIB: re Industries
ANGLES : 1/2 DEC. TOLERANCES Do NOT APPLY Towers and Poles (1 1/4" X 6 1/2" X 4'-0")
DECIMALS: . , CONFIDENTIAL (15 TERMINATION BOLTS)
TAIs document and the Information
contained—Is Ore conRdentlol troda
—1 property of Sabre Communlcatlorn SIZE DRAIEDiC N0. REV
Corporation('Sabre")and must not be
reproduced,copied or used.in whole or In DATE siz. ,>a B MABWS00777 0
part.for my purpose without the prior
.dttm consent of Sabra DRAWN DY JMJ SCALE PAGE
02012 Sabra Commmkation-Corparatim.
DATE Am
to npered. CH6C=HY MC NONE 1 OF 1
SWO NO.
PROJECT
QUANTITY
11�
0
I
3/4" CHAMFER
BLACK STEEL WEIGHT = 119.9/
UNLESS OTHERWISE SPECIFIED MATERALL: PLATE
ALL DIMENSIONS INCLUDE 3/4%12%P-11
FINISHES AND ARE IN INCHES ASTM A572 GIL 65
TOLERANCES:FRACTIONS 2 1/16' Sabre Industries-
ANGLES 2 1/2 DEG. TOLERANCES DO NOT APPLY Towers and Poles PLATE, ANCHOR BOLT BRACKET
DECIMALS E 010' TO RAW MATERIAL
CONFIDENTIAL
Thle dowment and the information
contained herein is the confidential trade
"I Property of Sabre Communications SIZE DRAWING N0. REV
Corporation('Score')and must not be
reprod'ced,copied or need•n thole or�n DATE 5/24/19 B MABWS00778 0
Part, or any Purpose without the prior
Htten consent of Sabre. DRAWN BY JIAJ SCALE I PAGE
C 2019 Sabre CammunicoNone Corporation.
E —77—DR.C.1 DESCRIPTION All rights reserwd. MCEED HYI MC NONE 1 OF 1
A _ - A
r
I
W ti
n - -
DEPTH STAMP YAepxxxxx DEPTH STAMP VABPxxxxa
LETTERS AND NUMBERS LETTERS Alb MMBFRG
!0 BE 1/2'HID" 10 eE 11r HIGH
DEPTH 10 BF !/3;r DEPTH TO eE 1/m,
Black Weight Galy.Weight
Part Number A B C D E F G H I (lbs.) (Ibs.)
MABP02681 3" 3" 11/2" 11/2" 11/2" N/R N/R N/R 17/8" 3.3 3.43
MABP02682 31/2" 31/2" 13/4" 13/4" 13/4" N/R N/R N/R 17/8" 5.1 5.30
MABP02683 4" 4" 2" 2" 2" N/R N/R N/R 17/8" 7.3 7.59
MABP02684 411Z' 1 41/2" 21/4" 1 21/4" 21/4" N/R N/R N/R 17/8" 9.7 10.09
MABP02685 5" 5" 21/2" 21/2" 21/2" N/R N/R N/R 17/8" 12.4 12.90
MABP02686 5 1/2" 5 1/2" 2 3/4" 2 3/4" 2 3/4" N/R N/R N/R 1 7/8" 15.4 16.02
MABP02687 6" 6" 3" 3" 3" N/R N/R N/R 17/8" 18.6 19.34
MABP02689 7" 7" 31/2" 3112" 31/2" N/R N/R N/R 17/8" 26 27.04
MABP02691 8" 8" 4" 4" 4" N/R N/R N/R 17/8" 34.5 35.88
MABP02692 8 1/2" 8 1/2" 4 1/4" 4 1/4" 4 1/4" N/R N/R N/R 1 7/8" 39.1 40.66
MABP02693 9" 9" 41/2" 41/2" 41/2" N/R N/R N/R 17/8" 42.7 44.41
MABP02694 9 1/2" 9 1/2" 4 3/4" 4 3/4" 4 3/4" N/R N/R N/R 1 7/8" 49.4 51.38
MABP02695 10" 10" 5" 5" 5" N/R N/R N/R 17/8" 54.9 57.10
MABP02696
MABP02697
MABP02698
MABP02699
MABP02700
MABP02701
MABP02702
MABP02703 4" 4" 2" j 2" 2" 11/2" 0" 3/4" 17/8" 6.8 7.07
MABP02704 4 1/2" 4 1/2" 2 1/4" 2 1/4" 2 1/4" 1 1/2" 0" 3/4" 1 7/8" 10 10.40
MABP02705 5" 5" 21/2" 21/2" 21/2" 11/2" 1/2" 3/4" 17/8" 11.4 11.86
MABP02706 5 1/2" 5 112" 2 3/4" 2 3/4" 2 3/4" 1 1/2" 1/2" 3/4" 1 7/8" 14.5 15.08
MABP02707 6" 6" 3" 3" 3" 11/2" 3/4" 3/4" 17/8" 17.5 18.20
MABP02708 61/2" 6112" 31/4" 31/4" 31/4" 11/2" 3/4" 3/4" 17/8" 21 21.84
MABP02709 7" 7" 31/2" 3112" 31/2" 1112" 3/4" 3/4" 17/8" 24.8 25.79
MABP02710 7 1/2" 7 112" 3 3/4" 3 3/4" 3 3/4" 1 1/2" 3/4" 3/4" 1 7/8" 29 30.16
MABP02711 8" 8" 4" 4" 4" 11/2" 3/4" 3/4" 17/8" 33.4 34.74
MABP02712 8 1/2" 8 1/2" 4 1/4" 4 1/4" 4 1/4" 1 112" 3/4" 3/4" 1 7/8" 38.1 39.62
MABP02713 9" 9" 41/2" 41/2" 41/2" 11/2" 3/4" 3/4" 17/8" 43 44.72
MABP02714 9 1/2" 9 1/2" 4 3/4" 4 3/4" 4 3/4" 1 1/2" 3/4" 3/4" 1 7/8" 48.3 50.23
MABP02715 10" 10" 5" 5" 5" 1 1/2" 3/4" 3/4" 17/8" 53.8 55.95
MABP02716
MABP02717
MABP02718
MABP02719
MABP02720
MATERIAL:A572 GRSO OR EQUAL FINISH:HOT DIP GALV.PER ASTM A123
DRAWING NO:MARP-68 jDate:3/19/15
Sabre Industries PLATE.ANCHOR BOLT WASHER Drawn By:MLC
Towers and Poles 2"THICK-1 7f8"HOLE Checked By: MC Rev. 1
NOTES: C40041287 ANCHOR BOLT ASSEMBLY (F 1554 GRADE 105)
ITEM QTY. PART. NO. DESCRIPTION WEIGHT
1. THREADS: 1 3/4-5 UNC-2A.2. FINISH: HOT DIP GALV. PER ASTM A153. 1. 1 ANCHOR BOLT, 1 3/4"0 X 12'-0 (F 1554 GRADE 105) 102.1#
2. 3 C40027009 HEAVY HEX NUT, 1 3/4 (A563 DH) 6.1#
3. 2 C40031008 FLATWASHER, 1 3/4 (F436) 0.6#
4. 1 C40043004 JAM NUT, 1 3/4 1.1#
TOTAL WEIGHT 109.9#
2 3 2 4 1
I M11 I
12'-0" FULLY THREADED
UNLESS OTHERWISE SPECIFIED MATERIAL:
ALL DIMENSIONS INCLUDE
FINISHES AND ARE IN INCHES E 7I!ngd
TOLERANCES: FRACTIONS f 1/16" SabrstriE ANCHOR BOLT ASSEMBLY
s' 1 BOLT
X 1 SS_O„
ANGLES t 1/2 DEG. TOLERANCES DO NOT APPLY Towers and Poles
DECIMALS f .010" TO RAW MATERIAL CONFIDENTIAL (F 1554 GRADE 105)
This document and the information
contained herein is the confidential trade
secret property of Sabre Communications SIZE DRAWING N0. REV
Corporation ("Sabre") and must not be
reproduced, copied or used, in whole or in DATE 2/17/15 A C40041287 0
part, for any purpose without the prior
written consent of Sabre. DRAWN BY MLC SCALE PAGE
02007 Sabre Communications Corporation,
REV DATE RW CHK DESCRIPTION All ri hts reserved. CHECKED BYJ MC I None 1 OF 1
PC=PIECE OR=ORANGE
CUSTOMER : PBM WIRELESS SERVICES, LLC
PLT=PALLET WH=WHITE
SITE : WEST LINCOLN/AMES, IA BDL=BUNDLE 0/W=OR&WH
Sabre Industries CRT=CRATE N/R=NOTREQ'D
Towers and Poles' D=DRUM SP=SPECIAL
B.O.M. MODIFICATION MATERIAL FOR 120' EXISTING SLIMLINE
BX=Box
PACKING
TOTAL QTY
ITEM NO. NO. REQ'D. DRAWING REV PART NO. DESCRIPTION WEIGHT Q KIT OF PKG. NO.
NUMBER LBS. a PKG'S.
1 3 MABW40474 0 MABW40474 WELDMENT, BOLTED ANCHOR BOLT BRACKET 1075 N/R
2 6 MABP-68 1 MABP02689 PLATE,WASHER 2"X 7" X 0'-7" (GR 50) 162 N/R
3 50 C40132253 AJAX BOLT ASSY,95mm LONG (YELLOW) 50 N/R
4 3 C40041286 0 C40041286 ANCHOR BOLT ASSEMBLY, 1 3/4"0 X 20'-0" (F1554 GR105) 534 N/R
5 3 C40033006 COUPLER, 1 3/4'' X 5" LONG DH HDG 7 N/R
6 6 C40043024 NUT, HEAVY HEX JAM, 1 3/4"ASTM A563 7 N/R
7
8
9
10
11
12
13
14
15
16
17 4 C40068107 ALL FASTENERS AF-1000 COLD GALV.COMPOUND BRUSH ON(QUART) 24 N/R
18
19
20 REFER TO DRAWING:445803-MOD
DATE,E. 11/04/19 JOB NO. 445803
DRAWN BY PSB PRINT NO.BOM-1
CHECKED BY MC PAGE 1 OF 1
REV DATE DRW CHK DESCRIPTION
RECEIVED
Site ID: S 0760559 DEC 2 3 2019
Site Name: West Lincoln
Site Address: 106 South Dakota Avenue CITY OF AMES, IOWA
Ames, IA 50014 KEPT.OF PLANNING&HOUSING
FIRST AMENDMENT TO GROUND LEASE
THIS FIRST AMENDMENT TO GROUND LE SE ("First Amendment") is entered into
effective as of the I-A) day of , 20 It ("Effective Date"), by and between
Ames Woman's Club, an Iowa n -profit poration (together with its successors and assigns,
"Landlord"), and USCOC of Greate Iowa, Lr, a Delaware limited liability company,as successor in
interest to USCOC of Greater Iowa, Inc., a Pennsylvania corporation, doing business as U.S. Cellular
(together with its successors and assigns, "Tenant").
RECITALS
WHEREAS, Landlord and Tenant (or their predecessors in interest) entered into that certain
Ground Lease dated August 28, 2003 (the "Lease"), whereby Landlord leased to Tenant that certain
Premises (as defined in the Lease), that are a portion of the property located at 106 South Dakota
Avenue,Ames, Iowa 50014(the"Property"); and
WHEREAS, Tenant desires a reduction in its Base Rent (defined below) obligations under the
Lease and Landlord is willing to reduce Tenant's Base Rent obligations under the Lease, provided Tenant
commits to pay Base Rent to Landlord for the Rent Lock-In Period(defined below); and
WHEREAS, Landlord and Tenant desire to add additional renewal terms to the Lease; and
WHEREAS, Landlord and Tenant, in their mutual interest, wish to amend the Lease to
accomplish the foregoing on the terms and conditions set forth herein.
NOW THEREFORE, in consideration of the foregoing Recitals which are incorporated herein by
this reference, and other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, Landlord and Tenant hereby agree as follows:
1. Additional Renewal Terms. Upon the expiration of the final renewal term under the
Lease, Tenant shall have the right to renew the Lease for up to two (2) additional five (5) year periods
(each, an "Additional Renewal Term"). Each Additional Renewal Term automatically shall commence,
on the same terms and conditions as the Lease, without further action by Tenant, unless Tenant provides
Landlord with written notice of its intention not to renew the Lease at least sixty (60) days prior to the
commencement of any Additional Renewal Term.
2. Modification of Base Rent. Commencing effective as of March 1, 2011 ("Base Rent
Modification Date" , the Base Rent payable under the Lease for the remainder of this term shall be
("Base Rent"), subject to adjustment as provided below. The Base Rent shall
continue to be paid monthly pursuant to the provisions of the Lease; provided, however, all Base Rent
escalators in the Lease shall be eliminated and replaced with the language outlined in section 3 below.
3. Modification of Adjusted Rent. Effective as of October 1, 2013, and every five (5)
years thereafter on October 1, the Base Rent shall be increased by ten percent (10%) over the amount
prior to the adjustment date.
4. Rent Lock-In Period. Tenant hereby agrees that Tenant will be obligated to pay the
Base Rent due under the Lease for a sixty(60)month period commencing on the Base Rent Modification
Date (the "Rent Lock-In Period"), and such obligation will not be subject to offset or abatement by
Tenant or adversely impacted by Tenant's termination of the Lease or election not to enter into any
renewal term or Additional Renewal Term under the Lease. Notwithstanding the foregoing or any term
or condition to the contrary in the Lease, Tenant shall have the right during the Rent Lock-In Period to
immediately terminate the Lease upon written notice, if and only, if Tenant is substantially unable to use
the Premises for its permitted"uses" for any of the following reasons: (a)casualty damage that cannot be
repaired within thirty (30) days following the casualty event; (b) a taking or condemnation under the
power of eminent domain; (c) a Landlord default under the Lease, which default is not cured within ten
(10) days following Landlord's receipt of written notice from Tenant; or(d) any material interference to
Tenant's use of the Premises which remains unresolved after ten (10) days written notice from Tenant to
Landlord. In the event of such termination by Tenant, and as of the date of such termination,Tenant shall
have no obligation to pay any Base Rent for the remainder of the Rent Lock-In Period. Upon the
expiration of the Rent Lock-In Period, Tenant shall have the right to terminate the Lease as provided in
the Lease.
5. Notices. Any notice, request or demand required or permitted to be given pursuant to this
First Amendment shall be in writing and shall be deemed sufficiently given if delivered by messenger at
the address of the intended recipient, sent prepaid by Federal Express (or a comparable guaranteed
overnight delivery service), or deposited in the United States first class mail (registered or certified,
postage prepaid, with return receipt requested), addressed to the intended recipient at the address set
forth below or at such other address as the intended recipient may have specified by written notice to the
sender in accordance with the requirements of this paragraph. Any such notice, request, or demand so
given shall be deemed given on the day it is delivered by messenger at the specified address, on the day
after deposit with Federal Express(or a comparable overnight delivery service), or on the day that is five
(5)days after deposit in the United States mail, as the case may be.
TENANT : LANDLORD :
USCOC of Greater Iowa, LLC Ames Woman's Club
Attention: Real Estate Department Attention: President
8410 West Bryn Mawr Avenue 106 South Dakota Avenue
Suite 700 Ames, IA 50014
Chicago, IL 60631
6. Landlord Required Consents. Landlord represents and warrants that Landlord has
obtained all required consents in connection with entering into this First Amendment(including, without
limitation,all master landlord, lender and secured party consents).
7. Recording of Documents. Landlord approves the recording of the Memorandum of
Lease in the recording jurisdiction where the Property is located.
8. Other Terms and Conditions Remain. The Lease is amended to incorporate all the
provisions set forth on Schedule I attached hereto and hereby incorporated by reference herein, if
applicable. In the event of any inconsistencies between the Lease and this First Amendment, the terms of
this First Amendment shall govern and control. Except as expressly set forth in this First Amendment,
the Lease otherwise is unmodified and remains in full force and effect. This First Amendment may be
executed in multiple counterparts.
S 0760559 WAMD
West uncoln
9. Miscellaneous. Landlord acknowledges that: (a) Landlord has read and understands this
First Amendment and the underlying Lease and (b) Landlord has been advised and is informed that
should Landlord not enter into this First Amendment, the underlying Lease between Landlord and
Tenant, including any termination or non-renewal provisions therein, will remain in full force and effect.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
S_0760SS9 WAMD
West Lincoln
IN WITNESS WHEREOF, the parties have caused their properly authorized representatives to
execute and deliver this First Amendment effective as of the date set forth above.
LANDLORD: TENANT:
Ames Woman's Club, USCOC of Greater Iowa,LLC,
an Iowa
owanon-profit corpCo%rCatCio n a D ela ed liab ityom
!By "�� lra � 11,By:
Peggy i esident
By: 44: Print Name: I C "Ag
Lavon Brown,Treasurer
Title: Vice President
5 0760559 WAMD
West Uncoln
SCHEDULE I
(to First Amendment to Ground Lease)
The following provisions shall supplement and amend the Lease:
1. Expansion of Permitted Use. Landlord hereby agrees that Tenant shall have the right,
without the requirement of obtaining Landlord's consent, to modify, supplement, replace, upgrade,
expand or refurbish the equipment related to Tenant's communications facility (the "Communications
Facility"), increase the number of antennas thereon or relocate the Communications Facility within the
Premises or install, operate and maintain a back-up emergency generator on the Premises at any time
during the term or any renewal term of this Lease. Landlord shall cooperate with Tenant in all respects in
connection with the foregoing. If Landlord does not comply with the terms of this Section, Tenant may
exercise all of its rights and remedies under law or equity, including, without limitation, terminating this
Lease,and upon such termination, Tenant shall have no further liability to Landlord.
2. Expansion of the Premises. Landlord grants Tenant the right, to the extent practicable
and on a space available basis, to enlarge the Premises (the "Additional Premises"), so that Tenant may
implement any necessary modifications, supplements, replacements, refurbishments, or expansions to the
Communications Facility or to any equipment related thereto, as determined by Tenant in its sole
discretion. The Additional Premises square footage will not exceed an area equal to the current square
footage of the Premises, for space contiguous or adjacent to the Premises in a location and configuration
to be designated by Tenant and reasonably approved by Landlord, which approval shall not be
unreasonably withheld, conditioned or delayed. If Landlord does not respond within thirty (30) business
days following Tenant's request for approval, then Landlord's approval shall be deemed granted. In the
event Tenant requires Additional Premises for such purposes, the monthly Base Rent payable for such
Additional Premises shall be the lesser of(i) the then current Base Rent calculated on a square foot basis
or (ii) the amount of (the "Additional
Premises Rent"). The Additional Premises Rent shall be compensation for space utilized by the
expansion of Tenant's room/cabinet/ground area and for expansion of the antenna area(s) beyond the
Premises, but Tenant's addition of coaxial cables, raceways, conduits and other ancillary equipment and
such related space usage, shall not require or result in Additional Premises Rent or any other
compensation to Landlord. The Additional Premises Rent shall be payable to Landlord at the times and in
the manner set forth in this Lease for payment of Base Rent and shall be subject to adjustment from time
to time in the same manner set forth in this Lease for adjustments to Base Rent. Landlord agrees to take
such actions and enter into and deliver to Tenant such documents as Tenant reasonably requests in order
to affect and memorialize the lease of the Additional Premises to Tenant. Landlord and Tenant agree that
each and every reference in this Lease to the "Premises" shall also include the "Additional Premises" (if
any).
3. Right of First Refusal. Tenant (or its successor in interest, assignee or designee) shall
have and Landlord hereby grants to Tenant a right of first refusal ("Right of First Refusal") to purchase
(a) any easement rights in or over all or any part of the Premises; or (b) all or any part of Landlord's
interest in or rights under this Lease (each, "Landlord's Interest") whenever Landlord receives and
desires to accept a bona fide offer from an unrelated third party to purchase Landlord's Interest("Offer").
Prior to accepting such Offer, Landlord shall give Tenant a copy of the Offer and other relevant
documents, including the price and the terms and conditions upon which Landlord proposes to transfer
Landlord's Interest(collectively, the"Right of First Refusal Notice"). Tenant shall have thirty (30) days
from the receipt of such notice to agree to purchase Landlord's Interest for the price and upon the terms
and conditions specified in the Offer ("Tenant Approval Period"). If Tenant elects to purchase
Landlord's Interest, Tenant shall provide written notice to Landlord within the Tenant Approval Period
5 0760559 WAMD
West Uncoln
("Acceptance Notice"). Upon Tenant's delivery to Landlord of an Acceptance Notice, Landlord and
Tenant shall, within thirty (30) days after such delivery, cooperate to enter into a mutually acceptable
purchase and sale agreement pertaining to such Landlord's Interest (the "Purchase and Sale
Agreement"), which shall contain the terms of the Offer as well as customary provisions contained in
similar agreements entered into in the metropolitan area in which the Property is located. If Tenant does
not exercise the Right of First Refusal during the Tenant Approval Period, then Landlord may proceed to
transfer Landlord's Interest upon the same terms and conditions set forth in the Offer; provided such
transfer occurs within six(6) months following the date of the Right of First Refusal Notice and is made
in accordance with the provisions of this Lease. The Right of First Refusal shall be an on-going right
during the lease term. Tenant's failure to exercise or waiver of its Right of First Refusal in any instance
shall not be deemed a waiver of Tenant's Right of First Refusal for subsequent Offers. Except as provided
above, Landlord's rights to transfer any part of the Premises or Property shall not be encumbered or
restricted. This Right of First Refusal shall not apply to a sale of Landlord's entire fee interest in the
Property.
4. Landlord's Insurance. Landlord shall maintain general liability insurance insuring
against liability for bodily injury, death or damage to personal property with combined single limits of
One Million and No/100 Dollars ($1,000,000). Landlord shall provide Tenant with evidence of such
insurance in the form of a certificate of insurance on or before March 1, 2011, and throughout the term of
this Lease.
5 0760559 IA-AMD
West Uncoln
Federal Aviation AdministraticR E C E IV E D Aeronautical Study o
Central Regional Office 2003-ACE-1744-OE ^(
901 Locust street-ACE-520 DEC 23 2019
Kansas City, MO 64106 1_
CITY AMES,IOWA
�%Effv OF
&HOUSING -
Issued Date: 8/26/2003 9
VERONICA SCHULTZ SEPU221003� � h�'� `n�
U.S. CELLULAR \\
4201 RIVER CENTER COURT NE
CEDAR RAPIDS, IA 52402
** DETERMINATION OF NO HAZARD TO AIR NAVIGATION **
The Federal Aviation Administration has completed an aeronautical study under
the provisions of 49 U.S.C. , Section 44718 and, if applicable, Title 14 of the
Code of Federal Regulations, part 77, concerning: /
YP � ''iL
Structure Type:: Antenna Tower
Location: AMES, IA
Latitude: 42-1-18 .4 NAD 83 v
Longitude: 93-40-41 .2
Heights: 125 feet above ground level (AGL)
1158 feet above mean sea level (AMSL)
This aeronautical study revealed that the structure does not exceed obstruction
standards and would not be a hazard to air navigation provided the following
condition(s) , if any, is (are) met :
Based on this evaluation, marking and lighting are not necessary for aviation
safety. However, if marking and/or lighting are accomplished on a voluntary
basis, we recommend it be installed and maintained in accordance with FAA
Advisory Circular 70/7460-1 K Chg 1 .
This determination expires on 2/26/2005 unless:
(a) extended, revised or terminated by the issuing office.
(b) the construction is subject to the licensing authority of
the Federal Communications Commission (FCC) and an
application for a construction permit has been filed , as
required by the FCC, within 6 months of the date of this
determination. In such case, the determination expires on
the date prescribed by the FCC for completion of
construction, or the date the FCC denies the application.
NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION
MUST BE POSTMARKED OR DELIVERED TO THIS OFFICE AT LEAST 15 DAYS PRIOR TO THE
EXPIRATION DATE.
This determination is based, in part, on the foregoing description which
includes specific coordinates, heights, frequency(ies) and power. Any changes
in coordinates, heights, and frequencies or use of greater power will void this
determination. Any future construction or alteration, including increase to
heights, power, or the addition of other transmitters, requires separate notice
to the FAA.
This determination does include temporary construction equipment such as cranes,
derricks, etc. , which may be used during actual construction of the structure.
Page 1
Frequency Data for ASN 2003-ACE-1744-OE
LOW HIGH FREQUENCY ERP
FREQUENCY FREQUENCY UNIT ERP UNIT
824 849 MHz . 5 KW
869 894 MHz . 5 KW
1850 1990 MHz . 2 KW
Page 3
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