Ord. 2000CUP-47 2011-04-25ORDINANCE NO. 2000CUP -47
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, APPROVING A CONDITIONAL USE PERMIT FOR CERTAIN
PROPERTY, APPROXIMATELY BEING 0.4905 ACRES OF LAND OUT OF LOTS
3 AND 4 AND BEING 1.6819 ACRES OF LAND OUT OF LOTS 4 AND 5 OF THE
GEORGE W. JENKINS SUBDIVISION AS RECORDED IN VOLUME 2, PAGE 20,
BRAZORIA COUNTY PLAT RECORDS, LOCATED IN THE PERRY AND AUSTIN
LEAGUE, ABSTRACT NO., 111, BRAZORIA COUNTY, TEXAS LOCATED AT
1417 E. BROADWAY, PEARLAND, TX (CONDITIONAL USE PERMIT
APPLICATION NO. CUP 2011 -03) TO ALLOW FOR CO- LOCATION OF
ADDITIONAL ANTENNAS ON AN EXISTING TOWER, IN THE GENERAL
COMMERCIAL (GC) ZONE AT THE REQUEST OF SPRINT NEXTEL C/O ALAN
HAGGARD, APPLICANT FOR BARNETT RANCHING AND LAND
MANAGEMENT, OWNER, CONTAINING A SAVINGS CLAUSE, A
SEVERABILITY CLAUSE, AN EFFECTIVE DATE AND OTHER PROVISIONS
RELATED TO THE SUBJECT.
WHEREAS Alan Haggard, applicant, on behalf of Barnett Ranching and Land
Management, owner, filed an application for a Conditional Use Permit to allow for co-
location of additional antennas on an existing tower, on certain property, said property
being legally described in the original applications for amendment attached hereto and
made a part hereof for all purposes as Exhibit "A ", and more graphically depicted in the
location map attached hereto and made a part hereof for all purposes as Exhibit "B ";
and
WHEREAS, on the 21St day of March, 2011, a Joint Public Hearing was held
before the Planning and Zoning Commission and the City Council of the City of
Pearland, Texas, notice being given by publication in the official newspaper of the City,
the affidavit of publication being attached hereto and made a part hereof for all
purposes as Exhibit "C ", said call and notice being in strict conformity with provisions of
Section 1.2.2.2 of Ordinance No. 2000T; and
ORDINANCE NO. 2000CUP- 47
WHEREAS, on the 21St day of March, 2011, the Planning and Zoning
Commission of the City submitted its report and recommendation to the City Council
regarding the proposed Conditional Use Permit application by Alan Haggard, applicant,
on behalf of Barnett Ranching and Land Management, owner, whereby the Commission
recommended approval of the Conditional Use Permit, said recommendation attached
hereto and made a part hereof for all purposes as Exhibit "D "; and
WHEREAS, upon receipt of the report from the Planning and Zoning
Commission, the City Council considered this application and the recommendation of
the Planning and Zoning Commission at a regular meeting on April 11, 2011; and
WHEREAS, the City Council, having fully heard the testimony and argument of
all interested parties, and having been fully advised in the premises, finds that in the
case of the application of Alan Haggard, applicant, on behalf of Barnett Ranching and
Land Management, owner, presented which, in the judgment of the City Council, would
justify the approval of said application; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section I. The following described property located within the corporate limits of
the City of Pearland, Texas, and presently classified as General Commercial (GC), is
hereby granted a Conditional Use Permit to allow for co- location of additional antennas on
an existing tower in the General Commercial (GC) zoning; such property being more
particularly described as:
Page 2 of 4
Ord. No 2000CUP -47
ORDINANCE NO. 2000CUP- 47
Approximately Being 0.4905 acres of land out of Lots 3 and 4 and being 1.6819
acres of land out of lots 4 and 5 of the George W. Jenkins Subdivision as recorded in
Volume 2, Page 20, Brazoria County Plat Records, located in the Perry and Austin
League, Abstract No., 111, Brazoria County, Texas
Section II. The City Council of the City of Pearland finds and determines that the
recitations in the preamble hereof are true and that all necessary prerequisites of law
have been accomplished. The City Council further finds and determines that there has
been compliance with the mandates of law in the posting and presentation of this matter
to the Planning and Zoning Commission and to the City Council for consideration and
decision.
Section III. The City Council of the City of Pearland finds and determines that
the approval herein granted promotes the health, safety, and general welfare of the
public and is a proper valid exercise of the City's police powers.
Section IV. If any section, subsection, sentence, clause, phrase, or portion of
this Ordinance is for any reason held invalid or unconstitutional by any court of
competent jurisdiction, such portion shall be deemed a separate, distinct, and
independent provision and such holding shall not affect the validity of the remaining
portions thereof.
Section V. All rights and remedies, which have accrued in the favor of the City
under this Ordinance and its amendments thereto, shall be and are preserved for the
benefit of the City.
Page 3 of 4
Ord. No 2000CUP -47
ORDINANCE NO. 2000CUP -47
Section VI. This Ordinance shall become effective after its passage and
approval on second and final reading.
2011.
PASSED, APPROVED, and ADOPTED on First Reading this 11th day of April,
ATTEST:
M R 0,040 d - W E
TOM REID
MAYOR
PASSED, APPROVED, and ADOPTED on Second and Final Reading this 25th
day of April, 2011.
ATTEST:
9 , W0200% F601- I
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
'l
TOM REID
MAYOR
Page 4 of 4
Ord. No 2000CUP -47
Exhibit "A'
Application
Ordinance No. 2000CUP -47
CUP APPLICATION Page 1 of 6 (Updated June 2010)
City of Pearland
APPLICATION FOR
Community 53LivelyPDrive
-.: 3523 Liberty
! - (Community Center)
A CONDITIONAL USE Pearland, Texas 77581
y ` 281- 652 -1768
�a PERMIT (CUP) 281. 652 -1702 fax
www.cityofpearland.com
Conditional Use Permit Request for: %EeEPommu�i[AS�o J %wEks ANd A. rc �v�s
(list proposed use from the Table of Uses of the UDC(
Current Zoning District: /7 C 4",t— (. MM0elyL
Property Information: %� ,r
Address or General Location of Property: I-g17 F b1h,*AW,4N, A,4c 1dr T 77.S8 i
Tax Account No. 5--1 I l oogS1t 2-
Subdivision: G. I.J. Te jr-;, 3.5 Lot: 'r% I'- Block: N%9
A complete application must include all information shown on the
Application Checklist attached to this application.
PROPERTY OWNER INFORMATION:
�jkk.JE7T,G4,JCN//�.1[ R�✓0 ,lh,✓4 /liA,JA6fn7E.✓f
NAME RKA �R/f�tlTkvQ/a/ALL
ADDRE$§S 1331 Aw ulAd ,:!�T-
CITY ))kVLkd4 STATEIL�Z ZIP �7Si'1
PHONE( 713 ) 5y7- 6G89
E -MAIL
APPLICANT /AGENT INFORMATION:
NAME JPb 1T AIE1rTEL d-/0 ry[Ar)T 4411,0
ADDRESS Na00 .5741JE1u /a ld-
CITY &M UD STATE_ -ZIP O!3
PHONE( 414r' - P/0 -0°2l SG
FAX( y °,�") `7� /.S�l4Ly
E -MAIL ADDRESS A4,4-39A66RRA& 5kYW RG52Tt'. CoM,
'Property owner must be the current owner of the property at the time of submittal of the application, and not the party
that has the property under contract.
As owner and applicant, I hereby request approval of the above described request as provided for
by the Unified Development Code of the City of Pearland. 2Q
Owner's Signature: �- Wcb Date: 1-1 41
Agent's/
Applicant's Signature:
Date: /- 3 -/ /
PAID '�o PAID: 11 T l I BYV NUMBER: LA'� IJ�
Application No. I — o3
CUP APPLICATION Page 2 of 6 (Updated June 2010)
APPLICATION CHECKLIST FOR THE FOLLOWING
Conditional Use Permits (CUP)
implication, filled out completely, and signed by the owner of the property to be
considered for the conditional use permit.
191�fthe applicant is the designated agent, the application shall include a written
statement from the property owner authorizing the agent to file the application on
his behalf. Section 1.2.1.1 (a) of the Unified Development Code.
Metes and Bounds Description, (Survey, or a Plat of the property that contain the
metes and bounds description).
Parcel map, printed from the City of Pearland website, indicating the location and
boundaries of the subject property.
Letter of Intent, explaining the conditional use permit request in detail, specifying
proposed uses, specific operations of the use, square footage of buildings,
unique characteristics of the property, and any other necessary information
[�J Application fee of $250.00, by cash, check made payable to the City of Pearland,
or credit card (Visa and MasterCard only)
1 Site Plan or Plot Plan showing the proposed layout of the subject property,
including any proposed buildings, parking, landscaped areas, detention ponds,
fences, and any other relevant information 5UR. UELI
[� Acknowledgement of the sign to be posted on the property 10 days prior to the
public hearing Ef" tL- 1=RvM A8 P"bucTS ,
E Provide evidence or proof that all taxes and obligations have been paid regarding
the subject property.
❑ Application packets that are not complete will not be accepted. When a
completed application packet has been accepted and reviewed, additional
information may be required by staff as a result of the review, it may be
necessary to postpone the proposed CUP /Zone Change and remove it from
the scheduled agenda and place it on a future agenda date according to
Section 1.2.1.2. of the Unified Development Code.
CUP APPLICATION Page 3 of 6 (Updated June 2010)
Additional Application requirements for Telecommunications Towers, Antennas,
and Shared Use on Existing Towers and Alternate Structures to be provided per
Section 2.5.5.2 of the current Unified Development Code:
['AAn inventory of the applicant's existing towers that are either within the City or
within one mile of the corporate limits, specifying the location, height, and
design of each tower. The Planning Department may share the information
with other applicants for a conditional use permit under this article.
Site plans to scale specifying the location of tower(s), transmission building and
other accessory uses, street access, parking, fences, I dscaped areas, and
adjacent land uses. $*upLlaq ANa Ca.isTRar -Irt w J.iEAwi.JLt
A report from a professional structural engineer licensed in the State of Texas
documenting the following: STAvcraJ 41. f}.+q -"SSA
a. Tower height and design, showing a cross - section of the tower structure.
b. Total anticipated capacity of the tower structure, including the number
and types of antennas which can be accommodated.
ff'A letter of intent to lease excess space on the tower and to lease additional
excess land on the tower site when the shared use potential of the tower is
absorbed, if structurally and technically possible.
❑ Each applicant must make a good faith effort to substantially demonstrate that
no existing towers could accommodate the applicant's proposed antenna by
doing the following:
a. The applicant must contact the owners of all existing towers of a height
roughly equal to or greater than the height of the tower proposed by the
r j applicant. A list must be provided of all owners contacted, the date of the
/tJl contact, and the form and content of the contact. Where an existing
tower is known to have capacity for additional antennas of the sort
proposed, that application for a new tower is not complete until the owner
of the existing tower responds, unless the applicant submits sufficient
information for the Planning Department to determine that all reasonable
efforts to obtain a response have been made and further efforts would be
futile.
b. The applicant must request the following information from each tower
ow er contacted:
Identification of the site by location, existing uses, and tower
height.
❑ Whether each tower could structurally accommodate the antenna
proposed by the applicant without requiring structural changes be
made to the tower. To enable the owner to respond, the applicant
must provide each owner with the height, length, weight, and other
relevant data about the proposed antenna.
CUP APPLICATION Page 4 of 6 (Updated June 2010)
❑ Whether each tower could structurally accommodate the proposed
I'a antenna if structural changes were made, not including totally
rebuilding the tower. If so, the owner must specify in general
terms what structural changes would be required.
❑ If structurally able, would shared use by the existing tower be
precluded for reasons related to RF interference. If so, the owner
must describe in general terms what changes in either the existing
or proposed antenna would be required to accommodate the
proposed tower, if at all.
❑ Any other information which maybe requested by the Planning Department to
fully evaluate and review the application and the potential impact of a proposed
tower or antenna.
.`r Y
SKYWARD LAND SERVICES, INC. Y
4200 Steven Drive, Edmond, OK 73013
(405) 210 -2156 Phone * (405) 341 -5944 Fax
January 13, 2011
VIA FEDEX
Harold Ellis
Senior Planner
City of Pearland
3523 Liberty Drive
Pearland, TX 77581
RE: Application for Conditional Use Permit
1417 East Broadway, Pearland, TX 77581
Antenna Change Only
No Change to Electrical or Ground Equipment
Dear Harold:
Enclosed are the following documents in connection with an Application for Conditional Use
Permit for an antenna modification on the subject existing telecommunication tower:
CUP CHECKLIST
1. Application for a Conditional Use Permit that has been signed by this applicant and the
property owner.
2. Written statement from the owner authorization this applicant to file this application.
3. Survey of the property showing a metes and bounds description of the subject property.
4. Parcel Map printed from the City of Pearland website.
5. Letter of Intent.
6. Application Fee of $250.00
7. Site Plan or Plot Plan (See enclosed survey and construction drawings).
8. Email from AB Products evidencing sign to be placed on property.
9. Property Tax Status showing taxes due on 1 -31 -2011.
TELECOMMUNICATION CHECKLIST
1. Inventory of applicanfs existing telecommunication sites. Towers are not owned by
Sprint/Nextel.
2. Site plan. (See enclosed survey and construction drawings).
3. Structural Analysis.
4. Letter of Intent to Lease excess space on the tower.
5. Not applicable. This is an existing tower.
6. Identification of Site.
7. Existing tower will accommodate antennas without structural modifications. See
enclosed Structural Analysis.
8. Existing tower will accommodate new antennas. See enclosed Structural Analysis.
9. This tower is structurally capable, and there are no RF interference issues to prevent the
addition of antennas described in this application.
Please let me know if you have any questions or require any additional information or material.
Sincerely,
Alan Ha
r
SKYWARD LAND SERVICES, INC. Y
4200 Steven Drive, Edmond, OK 73013
(405) 210 -2156 Phone * (405) 341 -5944 fax
LETTER OF INTENT
January 10, 2011
Harold Ellis
Senior Planner
City of Pearland
3523 Liberty Drive
Pearland, TX 77581
RE: Application for Conditional Use Permit
1417 East Broadway, Pearland, TX 77581
Dear Harold:
There is currently a 180 -foot guyed tower owned by AT &T located at the above address. Three
separate carriers are currently collocated on this tower, AT &T, Nextel, and Cricket. Nextel is
modifying their existing antenna configuration as follows:
1. Add three (3) new antennas to the existing Nextel antenna platform at the 150 -foot level
on the tower. This will increase the number of antennas from nine (9) to twelve (12).
2. Add six (6) new lines of 1 -5/8" coax cables. This will increase the total number of coax
cables from nine (9) 7/8" coax cables to nine (9) 7/8" and six (6) 1 -5/8" coax cables.
3. There will be no change to the existing ground equipment or electrical requirements.
A structural analysis has been performed on this tower and it will accommodate this change in
loading.
Let me know if you have any questions.
Sincerely,
Alan Haggar
City of Pearland
Planning Department
3523 Liberty Drive
Pearland, Texas 77581
RE: Sprint Nextel Conditional Use Permit
1417 East Broadway, Pearland, TX
To Whom It May Concern:
The undersigned owner of the subject property hereby grants permission to Sprint Nextel and it's
agents to file an application for Conditional Use Permit for the purpose of obtaining a
Conditional Use Permit for an existing tower located on this property.
Barnett Ranching and Land Management
a/k/a Barnett Drywall & Supply Co.
Gt... Er
Sandra Barnett, Owner
CITY OF HARLAND
r +r CUSTOMER RECEIPT rrr
Oper: CMKH Type: OC Drawer. I
Date: 144{11 02 Receipt na: 98136
Desuiption Quantity Amount
BA BOARD OF ADJUSTMENTS
1. R9
5259.09
Trans saber:
3240:196
SKYWARD LAND SERVICES, IHC
1417 E RROADWAY ST
OWNER BAUM DRYWALL
CUP
CUMK
Tender detail
CH CHECK 3376
5230.92
Total tendered
$259.99
Total payment
57a9.�
Trans date: 1114113 73w:
71:53:49
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Alan Haggard
From: SONYA@ABPRODUCTS.NET [SALES @ABPRODUCTS.NET]
Sent: Tuesday, January 04, 2011 4:20 PM
To: 'Alan Haggard'
Subject: RE: Zoning Sign
24" x 36" 4mm coro, single sided, black vinyl letters $29.72ea
24" x 36" slip frame $37.70ea
Install (At Barnett drywall storefront) $15.00
Pick up (At Barnett drywall store front) $15.00
Tax additional
Production time is 5 work days from date order is received
50% down with order placement is required and balance upon completion of the items.
AB PRODUCTS
Sonya
281 -482 -5588
From: Alan Haggard ( mailto :alanhaggard @skywardsite.com]
Sent: Tuesday, January 04, 2011 11:47 AM
To: sales @abproducts.net
Subject: Zoning Sign
Sonya:
Attached are the Zoning Sign requirements for the zoning sign to be placed in front of the Barnett Drywall property. The
sign needs to be installed on February 11`h, 2011. The sign will need to remain on the property until after the final
zoning hearing scheduled for March 28th.
Please provide me with a quote for making the sign, installing it at the property, and removing it after the zoning has
been completed.
Thanks and let me know if you have any questions.
Alan Haggard
Skyward Land Services, Inc.
4200 Steven Drive
Edmond, Oklahoma 73013
405 -210 -2156 Mobile
405- 341 -5944 Fax
olanhaaoard @ skywordsife. corn
Brazoria„ County Tax Office
Monday, January 3 2011
Property Tax Status
Begin a New Search Go to Your Portfolio Tax Office FAQ's
Request a Tax Statement
Make your check or money order payable to:
Ro'Vin Garrett, RTA
111 E Locust
Angleton, Texas 77515
VISA fun. Ck
Page I of 2
A Convenience Fee of up to 2.65% will be charged for all credit card payments by the vendorproviding this service.
For eChecks, a convenience fee of $1.50 will be charged for each transaction. The fee covers the cost of making payments by credit
card possible. The fee will appear as a charge to 'Certified Payments'. No part of this fee is retained by Brazoria County.
Unless otherwise noted, all data refers to tax information for 2010. All amounts due include penalty,
interest, and attorney fees when applicable. Due to the large . volume of work during heavy payment periods
amounts due may not reflect payments that have been received but not yet processed.
Account Number: 54110045112
Address:
BARNETT DRYWALL & SUPPLY
1331 BROADWAY ST
PEARLAND, TX 77581 -9301
Property Site Address:
1415 BROADWAY
Legal Description:
JENKINS (A0111 PERRY &
AUSTIN) (PEARLAND) , LOT 3 -4 -5, ACRES
2.7926
Current Tax Levy: $22,265.78
Current Amount Due: $22,265.78
Prior Year Amount Due: $0.00
Total Amount Due: $22,265.78
Last Payment Amount for Current Year Taxes:
Not Received
Pending Credit Card or E —Check Payments:
No Payment Pending
Click Hem to Pay Now
Jurisdictions:
BRAZORIA COUNTY
BRAZORIA DRAINAGE DIST 4
CITY OF PEARLAND
PEARLAND ISD
SPECIAL ROAD & BRIDGE
Market Value: $823,560
Land Value: $367,900
Improvement Value: $455,66(
Capped Value: $0
Agricultural Value: $0
Exemptions: None
Last Certified Date: 09/14/2010
Taxes Due Detail by Year and Jurisdiction
Payment Information
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https: / /actweb.acttax.conJ/ act_ webdev /brazoria/showdetail2.jsp ?can= 54110045112 &ownerno =0 1/3/2011
Erazoria, County Tax Office
Monday, January 3 2011
Taxes Due Detail by Year
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Return to the Previous Page Taxes Due by Jurisdiction
Account No.: 54110045112
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Base Tax
and ACC*
and ACC*
and ACC*
Year
Due
Due
Total Due
Due
Total Due
Due
Total Due
2010
$22,265.78
$0.00
$22,265.78
$1,558.60
$23,824.38
$2,003.92
$24,269.70
Total
Amount
$22,265.78
$0.00
$22,265.78
$1,558.60
$23,824.38
$2,003.92
$24,269.70
Due:
Tax Office;
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E -rnai roving @brazoria- COLinty.com
111 E. Locust Suite
Angleton, TX 77515
(979) B64 -1320
@2002 -2070 Apprarsai e. Collection Technologiws.
All rghls reserved
01998 -2006 Brazona County
llttps:llactweb.aettax.com /act _ webdev / brazoria / reports /taxbyyear.jsp ?can= 5411O045112&ow-neriio O 1/3/2011
SKYWARD LAND SERVICES, INC.
4200 Steven Drive, Edmond, OK 73013
(405) 210 -2156 Phone • (405) 341 -5944 Fax
SITE INVENTORY
Application for Conditional Use Permit
1417 East Broadway, Pearland, TX 77581
Sprint and /or Nextel do not own any towers within or near the city limits of the City of Pearland,
however, they are collocated on the following sites:
Tower Owner: AT &T
Address: 1417 East Broadway, Pearland, TX
Latitude: 29.5464
Longitude: - 95.2265
Height: 180 feet
Site Type: Guyed
(This existing tower is the suh'et ct of this application. Nextel is asking to add additional antennas
to their existing platform. No change to electrical or ground equipment.)
Tower Owner: American Tower Corporation
Address: 4117 Plum Street, Pearland, TX
Latitude: 29.5676
Longitude: - 95.2883
Height: 150 feet
Site Type: Self Support
Tower Owner: Crown Castle
Address: 2800 Block Dixie Farm Road, Houston, TX 77089
Latitude: 29.5647
Longitude: - 95.2089
Height: 100 feet
Site Type: Monopole
Tower Owner: Crown Castle
Address: 301 Westfield Lane, Friendswood, TX 77581
Latitude: 29.5236
Longitude: - 95.2242
Height: 71 feet
Site Type: Monopole
Tower Owner: Crown Castle
Address: 2804 S. Main, Pearland, TX 77581
Latitude: 29.5572
Longitude: - 95.2850
Height: 95 feet
Site Type: Monopole
D AT &T STRUCTURAL ANALYSIS SUMMARY
56318SPRTX -SG (REV 1)
Site Information
Description:
Site USED:
Location:
Existing Loads
180' Guyed Tower
56318
1417 East Broadway
Pearland, TX 77581
Tower Manufactures Allied Tower
Site Name:
Applicable Codes:
37 Pearland
T1A/EIA -222 -F
Carrier
Elevation
Number of Antennas and Tower
Mounted E ui ment
Number of Coaxial Cables
and Feedlines
Bell South
180'
One 1 omni antenna
One 1 1 1/4" coax
Existing Carrier
180'
Three (3 ) omni antennas
Three 3 7/8" coax
AT &T
177'
Nine 9 panel antennas and six 6 TMAs
Eighteen (1 8) 15/8" coax
Cricket
165'
Three 3 panel antennas
Six 6 15/8" coax
S rint/Nextel
150'
Nine 9 panel antennas
Nine 9 7/8" coax
Proposed Additional Loads
Carrier
Elevation
Number of Antennas and: Tower
Mounted E ui met
Number of Coaxial Cables
and Feedlines
S rint/Nextel
150'
Three 3 panel antennas
Six 6 15/8" coax
* Proposed coax to be installed as shown in the attached Feedline Plan.
Analysis Results
Tower Stress Level with Proposed Equipment: 95.4% Pass
Foundation Ratio with Proposed Equipment: 49.1% Adequate
A rigorous analysis of foundation has been completed. Based on analysis, the foundation has adequate capacity to
support the existing and proposed Joads.
The tower and foundation fully comply with TIA/EIA -222 -F standards for antenna supporting structures.
Therefore, the existing tower and foundation are deemed sufficient for the proposed load cases.
Analysis Prepared by:
Analysis Reviewed by:
Erin B. Martin, E.I.T.
Bob Whitaker, P.E.
BOB WHITAKER, JR. $
j... :............................ i
rt °q•., 103878 •wtt�i
tt RS.• �ENS�.•G�a�
Black 8 Veatch 10N6I2010 Rev: t Project #: 166951 Page * 1
00 AT &T STRUCTURAL ANALYSIS SUMMARY
56318SPRTX -SG (REV 1)
Assumptions, Disclaimers, and Notes
I. The accuracy of loads listed in this report is the responsibility ofAT &T. If the existing or proposed load cases are
different than those analyzed this report should be considered obsolete and further analysis will be required.
1. Capacity of the structural members is based on theoretical values assuming grade 54 ksi steel for leg members and
36 ksi steel for bracing members.
3. Black & Veatch was able to obtain a design analysis or the Kfactor used in the original design by the tower
manufacturer. Black and Veatch has computed the analysis using a Kfactar value of 0.85 for the welded solid round
bracing members used by the tower manufacturer.
4. It is the responsibility of the client and/or the tower owner to ensure no un- documented equipment is installed on the
tower between now and the construction Ifadditional equipment is installed on the tower this report should be
considered obsolete and further analysis will be required.
5. This analysis assumes that the tower structural components, including all steel sections and attachment hardware,
are in good working order and in their original state, free ofrust or other forms of corrosion. Furthermore, it is
assumed that the tower and the tower foundation have been properly maintained and monitored since the time of
construction. This report should be considered obsolete and further analysis will be required if the tower and/or
foundation does not meet all of the above specifications.
6. The existing tower was analyzed using the RISATower computer program version 5.4.2.0. The loading criteria were
developed from the "Structural Standards for Steel Antenna Towers and Antenna Supporting Structures" outlined in
the American National Standard Institute TIAIEIA -222 -F A basic wind speed of 100 mph, fastest mile, is required
for this site located in Brazorla County, Texas.
7. Reported foundation ratio is based on calculated soil bearing-pressure compared to the original allowable soil
bearing capacity for the foundation
8. Existing tower and foundation information was obtainedfrom the following sources:
Structural Analysis & Modification completed by Black & Veatch Corp., dated 912912010.
Structural Analysis completed by Black & Veatch Corp., dated 8/24/2010.
Structural Analysis completed by Tower Technology, Inc., dated 3/20/2006, provided by AT &T.
Structural Analysis completed by Tower Technology, Inc., dated 1/16/2000, provided by AT &T.
Geotechnical Report by FDH Engineering, Inc., dated 8/17 /1010.
Foundation Sketch by Tower Technology, Inc., dated 2/16 /2000, provided by AT &T.
Tower photos taken during Site Assessment walks, provided by AT &T.
Co- location irrfbrmation provided by AT &T.
This analysis was performed under the assumption that all information provided to Black & Veatch is current and
correct, If it is not, this report should be considered obsolete and further analysis will be required. Black & Veatch
has not investigated the tower loading or performed a tower mapping and takes no responsibilityfor the verification
of information provided by AT &T.
Black & Veatch 1010612010 Rev: 1 Project 4:166951 Page - 2
_ 1men
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SYMBOL LIST
MARK SIZE MARK
A I ®2AM
MATER IALSTRENGTH
RADE Fy Fu RADD
F� Fu
ASRdO �M WI 65 bi A06Md5 aS kA Mkv _
\ \� TOWER DESIGN NOTES
1. Tower is located In Brazoda County, Texas. 1\
2. Towerdesignedfora 100 mph basicwind inaccordance with the TWEW @22 -F
Standard. \\ \1i
3. Tower is also designed for a 87 mph basic wind wain 0.50 in ice.
4. Deflections are based upon a 50 mph wind. �C
S. Weld together tower sections have flange connections.
6. Connections use galvanized A326 bolts, nuts and locking devices. Installation par
T WELA -222 and AISC Specifications.
7. Tower members are 'hot dipped" galvanized in accordance with ASTM Al 23 and
ASTM At 53 Standards. \
8. Welds are fabricated with ER -70S -6 el odes.lo K \ 31 K
9. TOWER RATING: 95.4% � 1
10K "I 'IL 21K \ }
R•10 }mfl —H
�BLACK i& VEATCH Black & Veatch Carp o°'56318 37 Pearland
. MmlamB a world m dre.onno- 10950 Grandview Drive P'g"M6951 88318SPRMS0 (REV7
+ +•• - ..- *..••. ».� +» - .�..• ».. ».
Overland Park, KS 66210 °GVnt AT&T rowers °i b' Enn 8. Martin E 1 T Avve. _
Phone: (913) 458-2000 Catle1 TWEIA -222 -F DGY'10 /0W10 s`de NT5
FAX: 1913 ) 458.8136 PGA'- - O.p No. E_.
ection � 20'
LDFS -60A (1 -114 FOAM) (Existinn aen
(3) LDFS -50A (718 FOAM) (Exi:
(8) LQF7.50A (1-518 FOAM) (Existing
Feedline Plan
20'
•••
• •4
••-
0041,
C •LDF7- 50A(1 -5/8 FOAM) (Existing AT &T)
A •
0- DF7.50A (1.5/5 FOAM) j roposed SpBnUN
e P`l • ••
•• (g) LDFS -50A (7 /8 FOAM) I35n9 SprinUNe:
e
0 _wl
BEACK & VEATCH Blaclr & Veatch Corp 56316 37Paarfand _
senuru-world wam ------ 10950 Grandview Drive "°"`_` assist 5e9fesrarx -sG /REV ft1
-•••• »••• - - •�- -� ��••• - «.w Overland Park, KS 66210 a"°'" AT&T Towers OrvwM1e+ Erin e. Man, EiT nrde
e :
Plane: (913) 458 -2000 0a0ej TWEIA -222•F Di1e 10/05/10 -'° NT:
FAX: 919 458 -8138
)USA Tower
Black & Veatch Corp.
Job
56318 37 Pearland
Page
1 of 16
Project
Date
10950 Grmahtew Drive
166951 (56318SPRTX -SG (REV 1))
10:51:03 10 /06110
OverlmtdPark, KS 66210
Client
Designed by
Phone: (913) 438 -1000
AT&T Towers
Erin B. Martin,
FAX: (913) 458.8136
E.I.T.
Tower Input Data
The main tower is a 3x guyed tower with an overall height of 180.00 ft above the ground line.
The base of the tower is set at an elevation of 0.00 ft above the ground line.
The face width of the tower is 3.50 ft at the top and tapered at the base.
This tower is designed using (be TIA/EIA -222 -F standard..
The following design criteria apply:
Tower is located in Brazoria County, Texas. -
Basic wind speed of 100 mph.
Nominal ice thickness of 0.5000 in.
Ice density of 56 pcf.
A wind speed of 87 mph is used in combination with ice.
Temperature drop of 50 eF.
Deflections calculated using a wind speed of 50 mph.
Weld together tower sections have flange connections..
Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/FIA -222 and A1SC
Specifications..
Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM At 53 Standards..
Welds are fabricated with ER -70S -6 electrodes..
Pressures are calculated at each section.
Safety factor used in guy design is 2.
Stress ratio used in tower member design is 1.333.
Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Consider Moments - Legs
Consider Moments - Horizontals
Consider Moments - Diagonals
Use Moment Magnification
Use Code Stress Ratios
Use Code Safety Factors - Guys
Escalate fee
Always Use Max Rz
Use Special Wind Profile
Include Bolts In Member Capacity
Leg Bolts Are At Top Of Section
Secondary Horizontal Braces Leg
Use Diamond Inner Bracing (4 Sided)
Add IBC .6D+W Combination
Options
Distribute Leg Loads As Uniform
Assume Legs Pinned
Assume Rigid Index Plate
Use Clear Spans For Wind Area
Use Clear Spans For KUr
Retension Guys To Initial Tension
Bypass Mast Stability Checks
Use Azimuth Dish Coefficients
Project Wind Area of Appurt
Autocalc Torque Arm Areas
SR Members Have Curt Ends
Son Capacity Reports By Component
'triangulate Diamond Inner gracing
Treat Feedline Bundles As Cylinder
Use ASCE 10 X -Brace Ly Rules
Calculate Redundant Bracing Forces
Ignore Redundant Members in FEA
SR Leg Bolts Resist Compression
All Leg Panels Have Same Allowable
Offset Girt At Foundation
Consider Feedline Torque
Include Angle Block Shear Check
Palo
Include Shear- Torsion Interaction
Always Use Sub-Critical Flow
Use Top Mounted Sockets
RISA Tower
Black & Veatch Corp.
Job
56318 37 Pearland
Page
2 of 16
Project
Date
10950 Grandview Drhe
166951 (56318SPRTX -SG (REV 1))
10:51:0310/06/10
(MrlandPwk, 066110
Client
Designed by
Phone: (913)!58 -2000
AT &T Towers
Erin B. Martin,
FAX: (913) 458 -8136
E.I.T.
Wnd 90
Leg C ►
Pi§NSFIN
Wind 0
Comer & Starmoun t Guyed Tower
RISA Tower
Black & Veatch Corp.
Job
56318 37 Peadand
Page
3 of 16
Project
Date
IO950 Grandview Drive
166951 (56318SPRTX -SG (REV 1))
10:51:03 10/06/10
OwrlandPark, dS66210
Client
Designed by
Phone: !9131458 -2000
AT &T Towers
Erin B. Martin,
F4A.(913) 458 -8136
20.00
E.I.T.
Wind 180
I
Guy C
Face Guyed
Tower Section Geometry
Tower Tower Assembly Description Section Number Section
,Section Elevation Database Mdth of Length
Sections
11
180.00460.00
3.50 1
2U.00
72
160.00- 140.00
3.50 1
20.00
T3
140.00- 120.00
3.50 1
20.00
T4
120.00 - 100.00
3.50 1
20.00
TS
100.00 -80.00
3.50 1
20.00
T6
80.00 -60.00
3.50 1
20.00
T7
60.0030.00
3.50 1
20.00
'r8
40.00 -20.00
3.50 1
20.00
T9
20,00.6.42
3.50 1
13,58
TIO
642 -0.00
350 1
6.42
Tower Section Geometry (cont'd)
RISA Tower
Black & Veatch Corp.
Job 56316 37 Pd
eaand
page 4 of 16
project
Date
10950Grandl iewDrive
166951 (56318SPRTX -SG (REV 1))
10:51:03 10/06/10
Overland Park KS66210
Client
Designed by
Pkaner (913) 458 -2000
AT &T Towers
Erin B. Martin,
FU (913) 458 -8136
3.21
KBrace Right
No
Yes
E.I.T.
Tower Tower Diagonal Bracing Has Has Top Girl Bottom Girt
Section Elevation Spacing Type KBrace Horizontals Offset Qjjsei
End
12 160.00440.00
121
K Brace Right
No
Yes
4.5000
4.5000
T3 140.00 - 120.00
3.21
K Brace Right
No
Yes
4.5000
4.5000
T4 120.00400.00
3.21
KBrace Right
No
Yes
4.$000
4.5000
TS 100.00 -80.00
3.21
KBrace Right
No
Yes
4.5000
4.5000
T6 80.00.00.00
3.21
K Brace Right
No
Yea
4.5000
4.5000
T7 60.0040.00
3.21
K Brace Right
No
Yes
4.5000
4.5000
TS 40.00 -20.00
321
KBrace Right
No
Yea
4.5000
4.5000
T9 20.00 -6.42
121
K Brace Right
No
Yes
4.5000
4.5000
Tower Section Geometry cont'd
Tower
Leg
Leg
Leg
Diagonal
Diagonal
Diagonal
Elevation
Type
Size
Grade
Type
Size
Grade
P
7118000.160.00
Solid Round
1314
A572.50
Solid Round
1118
k36M45
TI 180.00- 160.00
Solid Round.
1 U8
(50 ksi)
Solid Round
1118
(45 ksi)
T2 160.00- 140.00
Solid Round
1314
A572 -50
Solid Round
1 1/8
A36ht45
T2160.00- 140.00
Solid Round
1118
(50 ksi)
Solid Round
11/8
(45 ksi)
T3 140.00 - 120.00
Solid Round
13/4
A572.50
Solid Round
1 118
A36M45
T3 140.00420.00
Solid Round
1 1/8
(50 ksi)
Solid Round
1 118
(45 ksi)
T4 120.00. 100.00
Solid Round
13/4
A572.50
Solid Round
1 1/8
A36M45
T4120.00- 100.00
Solid Round
11 /8
(50 ksi)
Solid Round
1118
(45 ksi)
T5100.00 -80.00
Solid Round
13/4
A572 -50
Solid Round
1118
A36M45
T5100.00 -80.00
Solid Round
11/8
(50 ksi)
Solid Round
1 1 /8
(45 ksi)
T6 80.00.60.00
Solid Round
13/4
A572 -50
Solid Round
I
A36M45
(50 ksi)
(45 ksi)
T7 60.0040A0
Solid Round
13/4
A572.50
Solid Round
I
A36M45
(50 ksi)
(45 ksi)
T8 40.00.20.00
Solid Round
1314
A572.50
Solid Round
I
A36M45
(50 ksi)
(45 ksi)
T9 20M.6.42
Solid Round
1314
A572.50
Solid Round
1
A36M45
(50 ksi)
(45 ksi)
T106.42 -0.00
Solid Round
1314
A572 -50
Solid Round
l
A36M45
(50 ksi)
(45 ksi)
Tower Section Geometry cont'd
Tower
Top Girt
Top Girt
Top Girt
Borrom Girt
Bottom Girt
Bottom Girl
Elevation
Type
Size
Grade
Type
SdW
Grade
A
TI 180.00- 160.00
Solid Round.
1 U8
A36
Solid Round
1118
A36
(36 ksi)
(36 ksi)
T2160.00- 140.00
Solid Round
1118
A36
Solid Round
11/8
A36
(36 ksi)
(36 ksi)
T3 140.00420.00
Solid Round
1 1/8
A36
Solid Round
1 118
A36
(36 ksi)
(36 ksi)
T4120.00- 100.00
Solid Round
11 /8
A36
Solid Round
1118
A36
(36 ksi)
(36 ksi)
T5100.00 -80.00
Solid Round
11/8
A36
Solid Round
1 1 /8
A36
RISA Tower
Black & Veatch Carp.
Job
56318 37 Pearland
Page
5 of 16
Project
Date
10950 Grandview Drive
166951 (56318SPRTX -SG (REV 1))
10:51:03 10/06/10
Overland Park, KS66210
Client
Designed by
phone: (913) 458 -2000
AT &T Towers
Erin B. Martin,
FAA',- (913) 458 -8136
Solid Round
1 1/8
A36
Solid Round
E.I.T.
lower Top Girl Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt
Elevation 7,ype Size Grade Type Size Grade
T6 80.00-60.00
Solid Round
1 1/8
A36
Solid Round
1 Its
A36
Type
Size Grade
Type
(36 ksi)
Grade
Mid
(36 ksi)
T7 60.00 40.00
Solid Round
1 1/8
A36
Solid Round
1 1/8
A36
(36 ksi)
Flat Bar
A36
(36 ksi)
T8 40.00.20.00
Solid Round
1 1/8
A36
Solid Round
1 1/8
A36
(36 ksi)
T2160.00- 140.00 None
Flat Bar
(36 ksi)
Solid Round
718
(36 ksi)
T9 20.00 -6.42
Solid Round
1 118
A36
Solid Round
t 1/8
A36
Flat Bar
A36
Solid Round
(36 ksi)
A36
(36 ksi)
TI06.42 -0.00
Flat Bar
2x3/16
A36
Flat Bar
2x3/16
A36
Solid Round
718
A36
(36 ksi)
(36 ksi)
(36 ksi)
Tower Section Geometry contd
Tower No.
Mid Girt
Mid Girl Mid Girt
Horizontal
Horizontal
Horizontal
Elevation of
Type
Size Grade
Type
Size
Grade
Mid
Grade
it Girls
TI 18000- 160.00 None
Flat Bar
A36
Solid Round
7/8
A36
(36 ksi)
(36 ksi)
(36 ksi)
T2160.00- 140.00 None
Flat Bar
A36
Solid Round
718
A36
(36 ksi)
(36 ksi)
(36 lea)
T3 140.00. 120.00 None
Flat Bar
A36
Solid Round
7/8
A36
(36 ksi)
(36 ksi)
T4 120.00 - 100.00 None
Flat Bar
A36
Solid Round
718
A36
(36 ksi)
(36 ksi)
T5100.00.80.00 None
Flat Bar
A36
Solid Round
7/8
A36
(36 ksi)
(36 ksi)
T6 80.00 -60.00 None
Fiat Bar
A36
Solid Round
7/8
A36
(36 ksi)
(36 ksi)
T7 60.00 40:00 None
Flat Bar
A36
Solid Round
7/8
A36
(36 ksi)
(36 ksi)
T840.00 -20.00 None
Flat Bar
A36
Solid Round
7/8
A36
(36 ksi)
(36 ksi)
T920.00 -6.42 None
Flat Bar
A36
Solid Round
7/8
A36
(36 ksi)
(36 ksi)
TI06.42 -0.00 Now
Flat For
A36
Solid Round
7B
A36
Tower Section Geometry cont'd
Tower
Secondary
Secondary Horizontal
Secondary
Inner Bracing
Inner Bracing Six honer Bracing
Elevation
Hnr=mal Type
Size
HUYL%omal
Type
Grade
Grade
T7 60.00 40.00
Equal Angle
12x2x3il6
A36
Solid Round
A572.50
(36 ksi)
(50 ksi)
T8 40.00 -20.00
Equal Angle
L2x2x3/16
A36
Solid Round
A572 -50
(36 ksi)
(50 ksi)
RISATower
Black & Veatch Corp.
Job
56318 37 Pearland
Page
6 of 16
Project
Data
10950 Grandview Drive
166951 (563183PRTX -SG (REV 1))
10:51:03 10/06/10
Overland Park, KS66210
Client
Designed by
phorer (913) 458 -1000
AT &T Towers
Erin S. Martin,
FAX.- (913) 458.8136
36.0000
36.0000
180.00- 160.00
E.I.T.
Tower Section Geometry cont'd
Tower
Elevation
Jl
Gusset
Area
(perface)
ft°
Gusset
Thickness
in
Gusset Grade Adjust Factor
As
Adjust.
Factor
A,
IVeight A9ult.
Double Angle
Stitch Bolt
Spacing
Diagonals
in
Double Angk
Stitch Bolt
Spacing
Horizontals
in
TI
0.00
0.0000
_
A36
1
1
1
36.0000
36.0000
180.00- 160.00
(36 ksi)
KFaclor
12
0.00
0.0000
A36
I
1
1
36.0000
36.0000
160.00 - 140.00
Hertz.
Sec.
(36 ks)
Elevation
K
K
Brace
T3
0.00
0.0000
A36
1
1
1
36.0000
36.0000
140.00 - 120.00
Diags
Diags
(36 Iasi)
T4
0.00
0.0000
A36
I
I
1
36.1)000
36.0000
120.00 - 100.00
P
(36 ksi)
Y
Y
Y
Y
TS
0.00
0.0000
A36
I
1
1
36.0000
36.0000
100.00 -80.00
0.85
0.85
(36 ksi)
1
180.00- 160.00
T6 $0.0060.00
0.00
0.0000
A36
I
1
1
36.0000
36.0000
No
1
1
(36 ksi)
1
0.85
0.85
1
1
T7 60.0040.00
0.00
0.0000
A36
I
1
1
36.0000
36.0000
1
1
T3
(36 ksi)
No
1
1
0.85
1
T8 40.0030.00
0.00
0.0000
A36
I
1
1
36.0000
36.0000
0.85
1
0.85
(36 ksi)
1
1
T4
Yes
No
79 20.006.42
0.00
O.000D
A36
I
1
1
36.0000
36.0000
(36 ksi)
0.85
1
0.85
015
1
T106.42 -0.00
0.00
0.0000
A36
1
1
1
36.0000
36.0000
crors are oppaea a memaer segment tengms. ts- Prates Hanel inner supporting memoers will nave the KJactor in the mt liplone direction applied to
length.
Tower Section Geometry
cont'd
KFaclor
Tower
Cale
Calc
Legs
X
K
Single
Giru
Hertz.
Sec.
Inner
Elevation
K
K
Brace
Bran
Malls
Hertz.
Bran
Single
Solid
Diags
Diags
Angles
Rounds
X
X
X
x
X
K
X
P
Y
Y
Y
Y
Y
Y
Y
TI
Yes
No
1
I
0.85
1
0.85
0.85
1
1
180.00- 160.00
1
0.85
1
0.85
0.85
1
1
T2
Yes
No
1
1
0.85
1
0.85
0.85
1
1
160.00- 140.00
1
0.85
1
0.85
0.85
1
1
T3
Yes
No
1
1
0.85
1
0.85
0.85
1
1
140.00 - 120.00
1
0.85
1
0.85
0.85
1
1
T4
Yes
No
1
1
0.85
1
0.85
0.85
1
1
120.00- 100.00
1
0.85
1
0.85
015
1
1
T5
Yes
No
1
1
0.85
1
0.85
0.85
1
1
100.00 -80.00
1
0.85
1
0.85
0.85
l
1
T6
Yu
No
1
1
0.85
1
0.85
0.85
1
1
80.00 -60.00
1
0.85
1
0.85
0.85
1
1
T7
Yes
No
1
1
0.85
I
0.85
0.85
1
1
60.00 -00.00
1
0.85
1
015
0.85
1
1
T'8
Yes
No
1
1
015
1
0.85
0.85
1
1
40.00 -20.00
1
0.85
1
0.85
0.85
1
1
'r9 20.006.42
Yes
No
I
1
0.85
1
015
085
1
1
1
0.85
1
0.85
0.85
1
1
T106.42 -0.00
Yes
No
1
1
0.85
1
0.85
0,85
1
1
1
0.85
1
1).8i
0 A5
i
1
crors are oppaea a memaer segment tengms. ts- Prates Hanel inner supporting memoers will nave the KJactor in the mt liplone direction applied to
length.
RISA Tower
Black & Veatch Corp-
Job
56318 37 Pearland
Page
7 of 16
Project
Date
10950 Grandview DrIw
166951 (56318SPRTX -SG (REV 1))
10:51:03 10/06/10
Overland Park, KS 66210
Client
Designed by
Phone: (913) 458.2000
AT &T Towers
Erin S. Martin,
FAX, (913) 4584136
U
Net
U
Net
E.I.T.
Tower Section Geometry (coni'd)
Tower
Elevation
f
Leg
Torque -Arm
Diagonal
Top Girl
Boaom Girt
Mtd Girl
Long Horizontal
Short Harumall
Anchor
Net Width
U
.Net Width
U
.Net Width
U
Net
U
Net
U
Net
U
Net
U
Elevation
Deduct
Deduct
160.375
Deduct
7.00
Width
Bat Ear
Width
Equal Angie L5x5x5/16
Width
Adj.
Width
Efficiency
h
in
L4x4x1 /4
in
K
in
ksi
Deduct
I+
Deduct
Deduct
%
Deduct
EELS
A
518
4.24
10%
21000
0.813
208.19
in
0.0000
in
_
100%
in
in
518
TI
0.0000
1
0.0000
0.74
0.0000
0.75
0.0000
035
0.0000
0.75
0.0000
035
0.0000
0.75
180.00. 160.00
0.813
190.46
105.00
0.0000
0.00
100%
118
EHS
A
9/16
3.50
1011
21000
0.671
T2
0.0000
1
0.0000
0.75
O.00DO
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
160.DO -140.00
000
100%
C
9/16
ISO
10° /.
21000
0.671
141.32
80.00
0.0000
0100
73
0.0000
1
0 -0000
0.75
O.00DO
0.75
OA000
0.75
0.0000
0.75
0.0000
0.73
0.0000
0.75
140.00 - 120.00
B
12
2.69
101
21000
0.517
111.89
80.00
0.0000
0.00
100° /.
C
T4
0.0000
1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
120.00. 100.00
T5
0.0000
t
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.00(10
0.75
100.00-80.00
T6 80.00-60.0o
0.0000
I
0.00DO
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
T7 60.00 40.
0.0000
1
0.0000
0.75
0.00DO
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
T8 40.00.20.00
0,0000
1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75
T920,00 -6.42
0.0000
1
0.0000
0.75
0.0000
(135
0.0000
0.75
0.0000
0.75
O.00DO
0 .75
0.0000
0.75
T106.42 -0.00
0,0000
1
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.000D
0.75
0.0000
0.75
0.0000
0.75
Guy Data
Guy
Guy
Torque -Arm
Guy
initial
%
Guy
Guy
L.
Anchor
Anchor
Anchor
End
Elevation
Grade
Size
Tension
Moduhis
Weight
Radius
Askudh
Elevation
Fitting
160.375
Torque Amt
7.00
30.0000
Bat Ear
A36
Equal Angie L5x5x5/16
Adj.
Efficiency
h
(36 ksi)
L4x4x1 /4
Its
K
ksi
PI
I+
h
h
%
160.375
EELS
A
518
4.24
10%
21000
0.813
208.19
135.00
0.0000
0.00
_
100%
B
518
4.24
10%
21000
0.913
190.46
105.00
0.0000
0.00
100%
C
518
4.24
10°/
21000
0.813
190.46
105.00
0.0000
0.00
100%
118
EHS
A
9/16
3.50
1011
21000
0.671
161.85
113.00
0.0000
OOO
10000/
B
9116
3.50
100%
21000
0.671
141.32
80.00
0.0000
000
100%
C
9/16
ISO
10° /.
21000
0.671
141.32
80.00
0.0000
0100
t00%
80.375
EHS
A
12
2.69
10%
21000
0.517
136.91
113.00
0.0000
0.00
100° /.
B
12
2.69
101
21000
0.517
111.89
80.00
0.0000
0.00
100° /.
C
12
2.69
10%
21000
0.517
111.89
80.00
011000
0.00
100%
Guy Data(conf'd)
Guv
Mount
Torque -Arm
Torque -Arm
Torque -Arm
Torque -Arm
Torque -Arm Torque -Arm Size
Elevation
7i1`e
Spread
LegAng/e
Siyle
Grade
Type
Jt
Jt
160.375
Torque Amt
7.00
30.0000
Bat Ear
A36
Equal Angie L5x5x5/16
(36 ksi)
L4x4x1 /4
Its
Corner
]USA Tower
Black & Veatch Corp.
Job 56318
56318 37 Pearland
8 of 16
Project
Date
109SO Grandview Drive
166951 (56318SPRTXSG(REV 1))
10:51:0310/06/10
Over/andPark KS 66110
Client
Designed by
Phaae: (913) 458 -2000
AT &T Towers
Erin B. Martin,
FAX' (913) 458 -8136
huerrepr Intercept
E.I.T.
Guy Mount Torque -Arm Torque -Arm Torque -Arm Torque -Arm Torque -Arm Torque -Arm Sce
Elevation Type ,Spread Leg Angle Style Grade Type
F
F
80.375 Corner
Guy Data (cont'd)
Guy
Diagonal
Diagonal
Upper Diagonal Lower Diagonal Is
Pull -Off
Pull -Off Type Pull -Off Sbe
Ehmanon
Grade
Type
Six Sire Step.
Grade
Weight
__>n
160.38
A572.50
Solid Round
huerrepr Intercept
A36
Solid Round
B
(50 ksi)
D
A
(36 ksi)
C D
118.00
A572.50
Solid Round
No
A36
Flat Bar 4x12
_
(50 ksi)
160.375
0.17
(36ksi)
0.15
60.38
A57240
Solid Round
No
A36
Solid Round 7/8
(50 ksi)
3.5 sec/pulse
(36 ksi)
3.2 sec pulse
Guy Data conYd
Guy
Cable
Cable
Cable
Cable
Tower
Tower
Tower Tower
Elevation
Weigh+
Weight
Weight
Weight
Intercept
Intercept
huerrepr Intercept
A
B
C
D
A
B
C D
ft
K
K
K
K
ft
A
A Jt
160.375
0.17
0.15
0.15
4.10
3.43
3.43
3.5 sec/pulse
3.2 seclpulse
3.2 sec pulse
118
0.11
0.09
0.09
2.49
1.89
1.89
2.7secipulse
2.4sec/pulse
2.4s dpulse
80.375
0.07
0.06
0.06
1.79
1.19
1.19
2.3 sec/pulse
1.9 seelpulse
1.9 sac/pulse
Guy Data cont'd
Torque Arm Pall O(% Diagonal
Guy Calc Calc K. K, K, K K,. K,
61evaNnn K K
ft Single Solid
118 No No
80375 No No
Guy Data cont'd
RISA Tower
Black & Veatch Corp.
Job 56318 37 Pearland
Page 9 of 16
Project
166951 (56318SPRTX -SG (REV 1))
Date
10:51:0310/06/10
10950 Grandview Drtve
Client
Designed by
Arrland Park, KS 66210
Phone: (913) 458 -2000
AT &T Towers
Erin B. Martin,
FAX.: (913) 458 -8136
Number Net Width
E.I.T.
Torque-Arm
Guy Pressures
Pull Off
Diagonal
!ce
Guy
Bolt Sue
Number Net Width
U
Bolt Size
Number Net Width
U
Bolt Size
Number
Net Width
U
Elevation
in
Dethtcr
160.375
in
Deduct
33 25
in
Deduct
80.19
ft
0.5000
in
C
80.19
in
0.5000
]18
A
in
30 23
160.375
0,0000
0 0.0000
1
0.6250
0 0.0000
0.75
0.6250
0
0.0000
0.75
80.375
A325N
40.19
27 20
A325N
0.3750
B
A325N
27 20
0.5000
118
ODOM
0 0.0000
1
0.6250
0 0.0000
0.75
0.6250
0
OA000
0,75
Ar(CfAe)
A325N
0.0000
-0.45
A325N
1
0.6300
A325N
0.15
(1/2 FOAM)
80.375
0.0000
0 0.0000
1
0.6250
0 0.0000
0.75
0.6250
0
00000
0.75
A325N
A325N
A325N
Feed Line /Linear Appurtenances
Guy Pressures
!ce
Guy
Guy
z
9= 4•
Elevation
LOratian
Face Allow
Ice
7hichiess
ft
Lateral
ft
psf psf
in
160.375
A
80.19
33 25
0.5000
B
80.19
33 25
0.5000
Spacing
C
80.19
33 25
0.5000
]18
A
59.00
30 23
0.5000
B
59.00
30 23
0.5000
Safety Line
C
59.00
30 23
0,5000
80.375
A
40.19
27 20
0.5000
0.3750
B
40.19
27 20
0.5000
C
40.19
27 20
0.5000
Feed Line /Linear Appurtenances
- Entered As Round Or Flat
Welof
Description
Face Allow
Component
Placement
Face
Lateral
#
#
Clear
Width or Penmeter
or
Shield
Type
Offset
Offser
Per
Spacing
Diameter
Leg
fr
in
LFraeFW)
ROW
to
In in
pj
Safety Line
C
Yes
Ar(CfAe)
180.00 -8.00
0.0000
-0.25
1
1
03750
0.3750
0.22
3/8
LDF4P -50A
C
Yes
Ar(CfAe)
180.00 -8.00
0.0000
-0.45
1
1
0.6300
0.6300
0.15
(1/2 FOAM)
(For beacon)
LDF6-50A
A
Yes
At (CIAO
180.00.8.00
0.0000
0.25
1
1
0.5000
0.0000
0.66
(1 -1/4 FOAM)
1 -0000
(Existing Bell
South)
LDF5 -50A
A
Yes
At(CfAe)
180.00.8.00
-L0000
0.2
3
3
0.5000
0.0000
0.33
(718 FOAM)
1.0000
(Existing
carrier)
LDF7 -50A
C
Yes
At(CfAe)
177.00 -8.00
- 3.0000
0.25
12
3
0.5000
1.9800
0,82
(1 -5/8 FOAM)
1,0000
(Existing
AT &T)
LDF7 -50A
B
Yes
Ar(CfAe)
177.00 -8.00
U.0000
0
6
3
0.5000
1.9800
0.82
(1 -911 FOAM)
].0000
(Existing
AT &T)
LDF7 -50A
A
Yes
At (CfAe)
165.00 - 8.00
0.0000
U
6
6
0.5000
1.9800
0.82
(1 -518 FOAM)
1.0000
(Existing
Ctickcl)
RISA Tower
Black h Vealch Corp.
Job 56318 37 Pearland
Page
Pa g 10 of 16
PrOJWA
166951 (56318SPRTX -SG (REV 1))
Data
10:51:03 10/06/10
Grandview Drive
10950 Gran
CAAA
Weight
Client
Designed by
Overland Park, KS 66210
Phone: (913) 658 -2000
AT&T Towers
Erin B. Martin,
FAX.- (913) 458 -8136
E.I.T.
Description Face Allow Component Placement Face Lateral # 8 Clear Width or Perimeter Weight
or Shield Type Offset Offset Per Spacing Diameter
(718 FOAM) 1.0000
(Existing
SprintlNextep
LDF7.50A B Yes Ar (CfAe) 150.00 - 8.00 0.01100 0.41 6 2 0.5000 1.9800 0.82
(1 -518 FOAM) L0000
(Proposed
Sprint/Nextel)
Feed Line/Linear Appurtenances Section Areas
Tower
Tower
Face
A.
AF
CAAA
CAAA
Weight
Section
Elevation
In Face
Out Face
h
It'
fil
h'
f!'
K
TI
180.00. 160.00
A
4.950
0.000
0.000
0.000
0.06
B
8.415
0.000
0.000
0000
OM
C
10.090
0.000
0.000
0.000
0.17
T2
160,00440.00
A
19.800
0.000
0.000
0.000
0.13
B
15.925
0.000
0.000
0.000
0.18
C
14.300
0.000
000
0.000
0.20
T3
140.00- 120.00
A
19.800
0.000
0.000
0.000
0.13
B
21.950
0.000
0.000
0.000
026
C
17.025
0.000
0.000
0.000
0.20
T4
120.00- 100.00
A
19.800
0.000
0.000
0.000
0.13
B
21.950
0.000
0.000
0.000
026
C
17.025
0.000
0.000
0.000
0.20
T5
100.00 -R0.00
A
19.800
0.000
0.000
0.000
0.13
B
21.950
0.000
0.000
0.000
0.26
C
1.7.025
0.000
0.000
0.000
0.20
T6
80.00 -60.00
A
19.800
0.000
0.000
0.000
0.13
B
21.950
0.000
0.000
0.000
0.26
C
17.025
0.000
0.000
0.000
010
T7
60.00-40.00
A
19.800
0.000
0.000
0,000
073
B
21.950
0.000
0.000
0.000.
026
C
17.025
0.000
0.000
0.000
0.20
T8
40.00 -20.00
A
19.800
0.000
0.000
0.000
0.13
B
21.950
0.000
0.000
0.000
0.26
C
17.025
O.ODO
0.000
0000
010
79
20.00-6.42
A
11180
0.000
0.000
0.000
0.08
B
13.170
0.000
0.000
O.ON
0.15
C
10.215
0.000
0.000
0.000
0.12
TIO
6.42 -0.00
A
0.000
0.000
0,000
0.000
0.00
B
0.000
0.000
0.000
0.000
0.00
C
0.000
0.000
0.000
0.000
0.00
Feed Line /Linear Appurtenances Section Areas - With Ice
Tower Tower Face Ice As AF CAAA CAAt Weight
Section Elevation or Thickness In Face Out Face
B 4.222 7.027 0.000 0.000 0.25
C 9.230 7.027 0.000 0.000 0.53
'1'2 16000-140.00 A 0.500 9.300 22.333 0.000 0.000 0.35
RISATower
Black & Veatch Corp-
Job
56318 37 Pearland
Page
11 of 16
Project
Date
10950Orandvrew Drive
166951 (56318SPRTX -SG (REV 1))
10:51:03 10/06/10
Overland Park, KS 66210
Client
Designed by
Phom: (913) 458.2000
AT &T Towers
Erin B. Martin,
FAX (913) 458 -8136
0.000
E.I.T.
Tower Tower Face Ice An AF CAAA �.
Section Elevation or Thickness In Face Out
Feed Line Shielding
Section Elevation Fay AR AR Ar AF
Ice Ice
C
0.553
11.717
10.917
0.000
0.000
0.62
T3
140.00 - 120.00
A
0.500
8300
22.333
0.000
0.000
0.35
3.947
0.000
B
13.417
17.700
0.000
0.000
O.SI
0.000
C
C
13.458
13.567
0.000
0.000
0.62
T4
120.00 - 100.00
A
0.500
8.300
22.333
0.000
0.000
0.35
1.085
2.877
B
0.000
13.417
17.700
0.000
0.000
0.81
0.000
0.000
C
120.00. 100.00
13.458
13.567
0.000
01000
0,62
T5
100.00.80.00
A
0.500
8.300
22333
01000
0.000
0.35
C
0.761
B
0.193
13.417
17.700
0.000
0.000
0.81
1915
0.000
C
13.458
13.567
0.000
0.000
0.62
T6
80.D0.60.00
A
0,500
8300
22.333
0.000
0.000
0.35
80.00 -60.00
A
B
3.817
13.417
17.700
0.000
x000
011
1.015
2.783
C
0.000
13.458
13.567
0.000
0.000
0.62
T7
60.00 -40.00
A
O500
8.300
22.333
0.000
0.000
0.35
B
1.015
13.417
17.700
0.000
0.000
0.81
C
0.712
C
0.000
13.458
11567
0.000
0.000
0.62
TS
40.00 -20.00
A
0.500
8.300
22.333
0.000
0.000
0.35
0.000
B
C
13.417
17.700
0.000
0.000
0.81
20.00.6.42
A
C
2.338
13.458
13.567
0.000
0.000
0.62
T9
20.00 -6.42
A
0.500
4.980
13.400
0.000
0.000
0.21
B
8.050
10.620
0.000
0.000
0.49
C
8.075
8.140
x000
0.000
0.37
T10
6.42A.00
A
0.500
0.000
0.000
0.000
0.000
0.00
B
0.000
0.000
0.000
0.000
0.00
C
0.000
0.000
0.000
0.000
0.00
Feed Line Shielding
Section Elevation Fay AR AR Ar AF
Ice Ice
B
0.553
1A49
0.000
0.000
C
0.663
2.094
0.000
0.000
T2
160.00- 140.00
A
1302
3.947
0.000
0.000
B
0.868
2.291
0.000
0.000
C
0.761
2.350
0.000
0.000
T3
140.00- 12D.00
A
1.302
3.947
0.000
0.000
B
1.085
2.877
0.000
0.000
C
0.761
2.350
0.000
0.000
T4
120.00. 100.00
A
1302
4.074
0330
0.511
B
1.085
2.970
0.275
0.372
C
0.761
2.426
0.193
0.304
T5
100.00.80.00
A
1.281
1915
0.000
0.000
B
1.068
2.854
0.000
0.000
C
0.749
2.331
0.000
0.000
T6
80.00 -60.00
A
1.218
3.817
0.000
0.000
B
1.015
2.783
0.000
0.000
C
0.712
2.273
0.000
0.000
T7
60.0040.00
A
1.218
3.817
01000
0.000
B
1.015
2.783
0.000
0.000
C
0.712
2.273
0.000
0.000
TS
40.00.20.00
A
1.218
3.817
0,000
0.000
B
1.015
2.783
0.000
0.000
C
0.712
2273
0.000
0.000
T9
20.00.6.42
A
0.751
2.338
0.000
0.000
RISATower
Black & Veatch Corp.
Job
56318 37 Pearland
Page
12 of 16
Project
Date
10950 Grandview Drive
166951 (56318SPRTX- SG (REV 1))
10:51:0310106110
OvedandPark, 314662/0
Client
Designed by
Phone: (913) 458 -2000
AT &T Towers
Erin B. Martin,
FAX: (913) 458 -8136
12" Ice
0.66
0.66
E.I.T.
Section Elevation Face Ax AR Ar Ar
I" Ice
C 0.439 1.392 0.000 0.000
TIO 6.42.0.00 A 0.000 0.000 0.000 0.000
B 0.000 0.000 0.000 0.000
C 0.000 0.000 0.000 0.000
Discrete Tower Loads
Description Face Offset Offsets: Azimuth placement Cy4,i CIAA WeOu
or Type Hors Adjustment Front Side
Leg Lateral
Vert
n n ft= f? x
Lightning Rod 518x4'
C
From Leg
Feed Line Center of Pressure
0.0000
180.00
No ice
0.25
0.25
CPr
Section
Elevation
CPx
CPa
CPx
12" Ice
0.66
0.66
Ice
Ire
ft
in
in
in
in
TI
180.00460.00
- 0.2083
0.5841
0.1606
0.1974
T2
160.00 - 140.00
- 0.4350
0.0540
-0.3153
-0.1485
T3
140.00- 120.00
1.1329
0.7095
0.4204
0.2616
T4
120.00 - 100.00
1.1057
0.6912
0.4134
0.2069
T5
100.0040.00
L1347
0.7107
0.4208
0.2045
T6
80.00 -60.00
1.1401
0.7143
0.4219
0.2041
T7
60.0040.00
1.1401
0.7143
0.4219
0.2041
TS
40.00.20.00
1.1401
0.7143
0.4219
0.2041
T9
20.00.6.42
LOW
0.6809
04000
0.1942
TIO
6.42 -0.00
0.0000
0.0000
0.0000
0.0000
Discrete Tower Loads
Description Face Offset Offsets: Azimuth placement Cy4,i CIAA WeOu
or Type Hors Adjustment Front Side
Leg Lateral
Vert
n n ft= f? x
Lightning Rod 518x4'
C
From Leg
0.00
0.0000
180.00
No ice
0.25
0.25
0.03
0.00
12" Ice
0.66
0.66
0.03
2.00
Flash Beacon Lighting
B
From Leg
0.00
0.0000
180.00
No Ice
2.70
2.70
0.05
0.00
12" Ice
3.10
3.10
0.07
0.00
PiROD 12' Platform w 1
C
None
0.0000
177.00
No Ice
26.30
26.30
1.92
handrails
112" Ice
35.60
35.60
2.34
(Existing AT&T)
BCD -87010
C
From Face
3.00
0.0000
177.00
No Ice
2.90
2.90
0.03
(Existing Ball South)
6.00
12" Ice
4.05
4.05
0.05
6.00
PGINOS -0093
C
From Face
3.00
0.0000
177.00
No Ice
1.40
1.40
0.01
(Existing Cartier)
2.00
12" Ice
2,23
2.23
0.02
4.00
PGINOS -0093
B
From Face
3.00
0.0000
177.00
No Ice
1.40
1.40
0.01
(Existing Cartier)
2.00
12" Ice
2.23
2.23
0.02
4.00
PGINOS -0093
B
From Face
3.00
0.0000
177.00
No Ice
1.40
140
0.01
(Existing Carrier)
2.00
12" Ice
2.23
2.23
0.02
4.00
RISA Tower
Black & Veatch Corp.
Job
Jo 56318 37Pearland
Page 13 of 16
Project
Date
10950 Grandview Drive
166951 (56318SPRTX- SG (REV 1))
10:51:0310/06110
Overland Park KS66210
Client
Designed by
Phone.: (913) 458 -2000
AT &T Towers
Erin B. Martin,
FAY: (913) 458 -8136
E.I.T.
Description Face Offset OffWty Azbnurh Placement CAA C✓Is 1Yeight
or Type Hors AdjusYmoV Front Side
Leg Lateral
Vert
ft ft fi f? K
(Existing AT &T)
-6.00
12" Ice
11.07
5.44
0.09
0.00
MB72RR90VDPALQ / -R
A
From Face
3.00
0.0000
177.00
No let
10.50
4.99
0.03
(Existing AT &T)
-2.00
112" Ice
11.07
5.44
0.09
0.00
MB72RR80VDPALQ / -R
A
From Face
3.00
0.0000
177.00
No lee
10.50
4.99
0.03
(Existing AT &T)
2.00
12" Ice
11.07
5.44
0.09
0.00
MB72RR80VDPALQ /•R
B
From Face
3.00
0.0000
177.00
No Ice
10.50
4.99
0.03
(Existing AT &T)
.6.00
12 " Ice
1L07
5.44
0.09
0.00
M072RR80VDPALQ / -R
B
From Face
3.00
0.0000
177.00
No Ice
10.50
4.99
0.03
(Existing AT &T)
•2.00
12" Ice
11.07
5.44
0.09
0.00
MB72RR80VDPALQ / -R
B
From Face
3.00
0.0000
177.00
No ice
10.50
4.99
0.03
(Existing AT &7)
2.00
12 "Ice
11.07
5.44
0.09
0.00
M372RR8DVDPALQ / -R
C
From Face
3.00
0.0000
177.00
No Ice
10.50
4.99
0.03
(Existing AT &7J
.6.00
101ce
11.07
5.44
0.09
0:00
p4872RRSOVDPALQ / -R
C
From Face
3.00
0.0000
177.00
No Ice
10.50
4.99
0.03
(Existing AT &7)
-100
-
1120 let
11.07
5.44
0.09
0.00
MB72RR80VDPALQ / -R
C
From Face
300
0.0000
177.00
No ice
10.50
4.99
0.03
(Existing AT &T)
2.00
1/2" Ice
11.07
5.44
0.09
0.00
(2) LGP DD 850/1900
A
From Face
100
0.0000
177.00
No Ice
2.18
064
0.03
(Existing AT &T)
0.00
12" Ice
238
0.67
0.04
0.00
(2) LOP DD 850/1900
R
From Fete
3.00
0.0000
177.00
No Ice
2.18
0.54
0.03
(Existing AT &T)
0.00
12"Ice
2.38
0.67
0.04
0.00
(2) LGP DD 850 /1900
C
From Face
3.00
0.0000
177.00
No Ice
2.18
0.54
0.03
(Existing AT &T)
0.00
12" Ice
2.38
0.67
0.04
0.00
RR65.19-02DP w/Mount
A
From Leg
1.00
0.0000
165.00
No Ice
6.10
4.41
0.05
Pipe
0.00
12" Ice
6.67
5.62
0.09
(Existing Cricket)
0.00
RR65.19.02DP w/Mount
B
From Leg
1.00
0.0000
165.00
No ice
610
4.41
0.05
Pipe
0.00
12" Its
6.67
5.62
0.09
(Existing Cricket)
0.00
RR65 -19 -02DP w/Mount
C
From Leg
LOO
0.000D
165.00
No Ice
6.10
4.41
0.05
Pipe
O.OD
12 "ke
6.67
5.62
0.09
(Existing Cricket)
0.00
PiROD IT T -frame
A
From Leg
0.00
0.0000
150.00
No Ice
12.20
12.20
0.36
(Existing Sprint Nextel)
000
1/2" Ice
17.60
17.60
0.49
COO
PiROD ITT-Frame
B
From Leg
0.00
0.0000
150.00
No ice
12.20
12.20
0.36
(Existing SmintlNextep
0.00
IT lee
IT60
17.60
0.49
0.00
PiROD 12 T -Frame
C
From Leg
0.00
0.0000
150.00
No Ice
1120
1120
0.36
(Existing Sprint(Nmel)
0.00
I2" Ice
17.60
17.60
0.49
0.00
(2)RWA -80015
A
From Leg
3.00
-30.0000
150.00
No lot
11.22
7.08
0.03
(Existing SprintNextel)
0.00
12" Ice
11.84
7.67
0.09
0.00
RISA Lower
Black & Veatch Corp.
Job
56316 37 Peadand
Page
14 of 16
Project
Date
10930 GwkhneW Drive
166951 (56318SPRTX -SG (REV 1))
10:51:0310/06/10
OoerlandPark, KS66210
Client
Designed by
Phone: (913) 458 -2000
AT &T Towers
Erin B. Martin,
FAX, (913) 458.8136
K
E.I.T.
Description Face Offset Offsets: Azimuth Placement C4A CsA,r Weight
ar $pe Horn Adjustment Front Side
Leg Lateral
Vert
A J jP jr K
(Existing SprintlNextel)
Elevanon
Componw
-2.00
Critical
P
1/2" Ice
11.84
7.67
0.09
Jl
Type
0.00
K
K
Capacity
Fall
TIJ
180.160
(2) RWA -80015
B
From Leg
3.00
- 30.0000
150.00
No lee
11.22
7.08
0.03
(Existing Sprint/Nextel)
16
-6.59
0.00
90.7
Pass
12 "Ice
11.84
7.67
0.09
37
-2.07
4.89
0.00
Pass
Top Girt
1 118
5
RWA -80015
B
From Leg
3.00
. 30,000
150.00
No Ice
11.22
108
0.03
(Existing Sprim Nextel)
431
Pass
-100
Guy A@160.375
12" Ice
11.84
167
0.09
78.1
Pass
0.00
Guy BQ160375
$18
391
19.10
2120
9011
(2) RWA -80015
C
From Leg
3.00
- 30.0000
150.00
No Ice
11.22
7.08
0.03
(Existing SprintlNextel)
Torque Arm
0.00
399
17.05
1(2" Ice
11.84
767
0.09
Top(dy160.375
0.00
RWA -80015
C
From Leg
100
30.0000
150.00
No Ice
11.22
7.08
0.03
(Existing SprintlNextel)
-2.00
1/2" Ice
11.84
7.67
0.09
43
-3595
55.68
0.00
Pass
Diagonal
Ills
77
W65.19.1106
A
From Leg
3.00
. 60.0000
150.00
No Ice
5.48
3.75
0.02
(Proposed SprintiNexlel)
47.7
Pass
2.00
Top Girt
1)2" Ice
5.96
421
0.05
10.3
Pass
0.00
Bottom Girt
11/8
51
-0.69
13.31
5.2
W65- 19 -RO6
B
From Leg
1110
- 70.0000
150.00
No Ice
5.49
175
0.02
(Proposed Sprint/Nextep
Diagonal
2.00
94
-4.69
Ur Ice
5.96
4.21
0.05
Horizontal
7/8
0.00
-0.79
4.89
16.1
Pass
W65- 19 -R06
C
From Leg
3.00
40.0000
150.00
No ice
5.48
3.75
0.02
(Proposed Sprim/Nextel)
91
-1.49
2.00
I142
Pass
1/2" Ice
5.96
4.21
0.05
0,0
Section Capacity Table
Section
Elevanon
Componw
Size
Critical
P
SF "Pwr.,.
%
Pass
No
Jl
Type
Eknient
K
K
Capacity
Fall
TIJ
180.160
Leg
1314
1
-35.94
55.68
64.6
Pass
Diagonal
1 118
16
-6.59
7.27
90.7
Pass
Horizontal
7/8
37
-2.07
4.89
42.4
Pass
Top Girt
1 118
5
-0.36
13.31
2.7
Pass
Bottom Gin
1118
7
.5.83
13.31
431
Pass
Guy A@160.375
518
397
16.57
21.20
78.1
Pass
Guy BQ160375
$18
391
19.10
2120
9011
Pass
GuyCQ160375
5B
385
19.19
21.20
90.5
Pass
Torque Arm
LSx5x5116
399
17.05
87.24
19.5
Pass
Top(dy160.375
Torque Arm
lAz4xl /4
396
-24.67
33.25
74.2
Pass
Bottom@160.375
-. T2
160-140
Leg
13/4
43
-3595
55.68
64.6
Pass
Diagonal
Ills
77
-5.26
727
72.3
Pass
Horizontal
7/8
68
-2.33
4.89
47.7
Pass
Top Girt
1 1/9
48
-1.37
13.31
10.3
Pass
Bottom Girt
11/8
51
-0.69
13.31
5.2
Pass
T3
140 -120
Leg
1314
87
45.52
55.68
81.8
Pass
Diagonal
1 118
94
-4.69
7.27
64.5
Pass
Horizontal
7/8
98
-0.79
4.89
16.1
Pass
Top Girt
11 /8
90
-1.04
13.31
7.8
Pass
-
Bottom Girt
11/8
91
-1.49
13.31
I142
Pass
RISA Tower
Black & Veatch Corp.
Job
56318 37 Pearland
Page
15 of 16
Project
Date
10950 Grandview Drive
166951 (56318SPRTX -SG (REV 1))
10:51:0310/06/10
Overland Park. KS66210
Client
Designed by
Phone: (913) 458 -2000
AT&T Towers
Erin B. Martin,
FAX: (913) 458-8136
55.68
84.9
Pass
E.I.T.
8ecaon
No.
Elevation
Jt
Colvmenf
7ype
S/ze
Critical
Element
P
K
SF•Pmo,
K
%
Copono,
Paxs
Far[
T4
120.100
Leg
13/4
129
-07.28
55.68
84.9
Pass
Diagonal
11/8
161
-2.64
7.27
36.3
Pass
Horimmal
718
165
-3.36
4.89
27.8
Pass
Top Girt
1 118
132
-0.78
13.31
5.9
Pass
Bottom Girt
11/8
134
0.38
28.62
1.3
Pass
Guy A @118
9/16
408
11.79
17.50
67.4
Pass
Guy B @118
9116
407
14.20
17.50
81.1
Pass
Guy C @118
9116
403
1413
17.50
81.3
Pass
Top Guy
4xI2
406
5.43
57.59
9.4
Pass
Pull- Otl'Qa 118
T5
100.80
Leg
13/4
171
-5113
55.68
95.4
Pass
Diagonal
11/8
186
-1.71
727
23.5
Pass
Horizontal
718
182
-0.92
439
18.8
Pass
Top Girt
11/8
173
427
13.31
2.0
Pass
Guy A@80.375
12
411
9.11
13.45
67.7
Pus
Guy 8@80,375
12
410
11.56
13.45
85,9
Pass
Guy C@80.375
12
409
11.57
13.45
86.0
Pass
Top Guy
718
176
5.20
17,31
30.0
Pass
Pull -OB @80.375
T6
80.60
Leg
13/4
213
-53.13
55.68
95.4
Pass
Diagonal
1
250
-4.02
4.54
88.5
Pass
Horizontal
7/8
230
-0.92
4.89
18.8
Pass
Top Girt
11/8
215
-1.55
13.31
11.6
Pass
Bottom Gin
1 118
218
-0.96
13.31
72
Pass
T7
60 -40
Leg
1314
254
-50.67
55.68
91.0
Pass
Diagonal
I
292
-221
4.54
48.7
Pass
Horizontal
718
266
-0.88
4.89
17.9
Pass
Top Girt
1 118
258
492
13.31
6.9
Pass
Bottom Girt
11 /8
260
-0.24
1331
i.8
Pass
T8
40 -20
Leg
13A
296
- 51.38
55.68
92.3
Pass
Diagonal
1
305
-7.61
4.54
35.5
Pass
Horizontal
778
307
-0.89
4.89
182
Pass
Top Gin
1 1/8
300
-011
13.31
I.5
Pass
Bottom Gin
1 118
302
-0.36
1131
2.7
Pass
T9
26 -6.42
Leg
13/4
338
-49,31
55.69
88.5
Pass
Diagonal
1
347
-2.45
4.54
54.0
Pass
Horizontal
718
355
-0.85
4.89
17.5
Pass
Top Girt
I I/8
341
-0.70
13.31
52
Pass
Bottom Girt
11/8
344
4.71
28.62
16.4
Pass
'110
642.0
Leg
13/4
368
-46,36
59.98
77.3
Pass
Diagonal
1
376
-8.93
13.55
65.9
Pass
Horizontal
7/8
379
-0.83
12.76
6.5
Pass
Top Girt
2x3116
370
4,19
10.80
38.8
Pass
Bottom Girt
2 x3116
374
2.40
10.80
22.2
Pass
summary
Leg (T5)
95.4
Pass
Diagonal
90.7
Pass
(TI)
Horimmal
47.7
Pass
(T2)
Top Girt
38.8
Pass
(rill)
Bottom Girt
43.8
Pass
(TO
Guy A(TI)
78.1
Pass
Guy B(TI)
XI
Pass
GuyC(TI)
90.5
Pass
Top Guy
30.0
Pass
Pull -Off
(f5)
Torque Arm
19.5
Pass
RISA Tower
Black & Veatch Corp.
Job
56318 37 Pearland
Page
16 of 16
Project
Date
10950 Grandview Drive
166951 (56318SPRTX -SG (REV 1))
10:51:03 10/06/10
Overland Park BS66210
Client
Designed by
Phone: (913) 458 -200
AT&T Towers
Erin B. Martin,
FAX' (913) 458 -8136
E.I.T.
Section
MM
Element
Capacity Fail
Torque Arm 94.2 Pass
Bottom (TI)
RATING = 95.4 Pass
Program Version 5.4.2.0 - 6/17/2010 File:c:/Documents and Settings/All Users/Application Data /Documentum/Checkou t56318SPRTXSG (REV 1) Structural
Analysis.cri
re Y
SKYWARD LAND SERVICES, INC. Y
4200 Steven Drive, Edmond, OK 73013
(405) 210 -2156 Phone " (405) 341 -5944 Fax
LETTER OF INTENT TO LEASE EXCESS SPACE
Application for Conditional Use Permit
1417 East Broadway, Pearland, TX 77581
This is an existing 180 -foot tower owned by AT &T. There are currently 3 carriers located on this
tower, AT &T, Nextel and Cricket. Included with this application is a structural analysis showing
all the various carriers and antennas located on this tower.
We respectfully request that these facts be considered evidence of AT &T's willingness to co-
locate multiple carriers on this tower.
� Y
SKYWARD LAND SERVICES, INC. ~
4200 Steven Drive, Edmond, OK 73013
(405) 210 -2156 Phone * (405) 341 -5944 Fax
IDENTIFICATION OF SITE
Application for Conditional Use Permit
1417 East Broadway, Pearland, TX 77581
This is an existing 180 -foot tower owned by AT &T.
This tower is on a 2.7926 acre parcel of land owned by Barnett Drywall, 1331 Broadway St.,
Pearland, TX 77581 -9301, Property ID 219004.
Exhibit "B"
Location Map
Ordinance No. 2000CUP -47
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Exhibit "C
tions
AFFIDAVIT OF PUBLIC OrdinanceNloa2000CUP -47
The Pearland Reporter News
2404 Park Avenue
Pearland, Texas 77581
State of Texas
Brazoria and Harris Counties
I, Lloyd Morrow, hereby certify that the notice hereby appended was published in
THE - REPORTER NEWS, a newspaper of general circulation in Brazoria, Harris and
Galveston Counties, for / issues, as follows:
No.
Date
20 ki
No.
Date
20
No.
Date
20
No.
Date
20
No.
Date
20
41 )r/�'
C FO
Subscribe and sworn to before me this 3 day of
20- Y
LAURA ANN EMMONS
NOTARY PUBLIC
STATE OF TEXAS
My emn- elan Evirm 08-09.201
V1
Ann Emmons, Publisher
Notary Public, State of Texas
C-)Ja-Q 1- 0S
Published Feb. 2, 2011
NOTICE OF A JOINT
PUBLIC HEARING OF
THE CITY COUNCIL
AND THE PLANNING
AND ZONING COM-
MISSION OF THE CITY
OF PEARLAND,
TEXAS
CONDITIONAL USE
PERMIT NO. CUP
2011.03
Notice Is hereby given
that on February 21,
2011, at 8:30 p.m., the
City Council and Plan-
ning and Zoning Com-
mission of the City of
Pearland, In Brazoria,
Harris and Fort Bend
Counties, Texas, will
conduct a joint public
hearing In the Council
Chambers of City Hall,
located at 3519 Liberty
Drive, Pearland, Texas,
on the request of Sprint
Nextel c/o Alan Haggard,
applicant for Barnett
Ranching and Land
Management, owner, for
approval of a Conditional
Use Permit to allow for
co- location of additional
antennas on an existing
tower, in the General
Commercial (GC) zone,
on property located at
1417 E. Broadway, more
specifically described
below:
Being 0.4905 acres of
land out of Lots 3 and 4
and being 1.6819 acres
of land out of lots 4 and 5
of the George W. Jen-
kins Subdivision as re-
corded in Volume 2,
Page 20, Brazoria Coun-
ty Plat Records, located
in the Perry and Austin
League, Abstract No.,
111, Brazoria County,
Texas
At said hearing, all inter-
ested parties shall have
the right and opportunity
to appear and be heard
on the subject. For addi-
tional information,
please contact the
Planning Department at
281- 652 -1768,
Harold Ellis
Senior Planner
AFFIDAVIT OF PUBLICATION
The Pearland Reporter News
2404 Park Avenue
Pearland, Texas 77581
State of Texas
Brazoria and Harris Counties
I, Lloyd Morrow, hereby certify that the notice hereby appended was published in
THE REPORTER NEWS, a newspaper of general circulation in Brazoria, Harris and
Galveston Counties, for issues, as follows:
No. /
_ Date '.1
20
No.
Date
20
No.
Date
20
No.
Date
20
No.
Date
20
Subscribe and sworn to before me this day of
20.10 ,
L„uR„
NOTARY
STATE O1
MyCOMML anE
Ann Emmons, Publisher
Notary Public, State of Texas
C"I' X11 -d3
f? f
Published March 2, 2011
NOTICE OF A JOINT
PUBLIC HEARING OF
THE CITY COUNCIL
AND THE PLANNING
AND ZONING COM-
MISSION OF THE CITY
OF PEARLAND,
TEXAS
CONDITIONAL USE
PERMIT NO. CUP
2011 -03
Notice is hereby given
that on March 21, 2011,
at 6:30 p.m., the City
Council and Planning
and Zoning Commission
of the City of Pearland,
in Brazoda, Harris and
Fort Bend Counties,
Texas, will conduct a
joint public hearing in
the Council Chambers
of City Hall, located at
3519 Liberty Drive,
Pearland, Texas, on the
request of Sprint Nextel
Go Alan Haggard, appli-
cant for Barnett
Ranching and Land
Management, owner, for
approval of a
Conditional Use Permit
to allow for co- location
of additional antennas
on an existing tower, in
the General Commercial
(GC) zone, on property
located at 1417 E.
Broadway, more specifi-
cally described below:
Being 0.4905 acres of
land out of Lots 3 and
4 and being 1.6819
acres of land out of
lots 4 and 5 of the
George W. Jenkins
Subdivision as record-
ed in Volume 2, Page
20, Brazoria County
Plat Records, located
in the Perry and
Austin League,
Abstract No., 111,
Brazoda County,
Texas
At said hearing, all inter-
ested parties shall have
the right and opportunity
to appear and be heard
on the subject. For addi-
tional information,
please contact the
Planning Department at
281- 652.1768.
Exhibit " D"
P &Z Recommendation Letter
Ordinance No 2000CUP -47
&ZOningCommission
Recommendation Letter
March 22, 2011
Honorable Mayor and City Council Members
3519 Liberty Drive
Pearland, TX 77581
Re: Recommendation on CUP 2011 -03
Honorable Mayor and City Council Members:
At their meeting on March 21, 2011, the Planning and Zoning Commission considered the
following:
A request of Sprint Nextel c/o Alan Haggard, applicant for Barnett Ranching and
Land Management, owner, for approval of a Conditional Use Permit to allow for
co- location of additional antennas on an existing tower, in the General
Commercial (GC) zone, on the following described property:
LEGAL DESCRIPTION: Being 0.4905 acres of land out of Lots 3 and 4 and being
1.6819 acres of land out of lots 4 and 5 of the George W. Jenkins Subdivision as
recorded in Volume 2, Page 20, Brazoria County Plat Records, located in the
Perry and Austin League, Abstract No., 111, Brazoria County, Texas
GENERAL LOCATION: 1417 E. Broadway, Pearland Texas
After staff presentation and a brief discussion insuring City regulations regarding windspeed
thresholds, and tower heights are met, Commissioner Henry Fuentes made a motion to
approve the Conditional Use Permit (CUP).
The motion was seconded by Commissioner Neil West. The vote was 5 -0 and the motion
passed. The Planning and Zoning Commission recommended approval of the CUP.
Sincerely,
Harold Ellis, Senior Planner
On behalf of the Planning and Zoning Commission
Page 1