HomeMy WebLinkAboutContract 25512-A1 ---� CITY SECRETARY =
CONTRACT NO. Z�
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VIA CERTIFIED U.S.MAIL,
RETURN RECEIPT REQUESTED
April 30,2012 -
City of Fort Worth Texas
ATTN' Law.Dept.,Telecommunications
1000 Throckmorton
Fort Worth,TX 76102
Re: T=Mobile Site#:DA02603B
Site Address.4100 Columbus Trail,Fort Worth.TX 761.23
Acknowledgment and Consent Letter for Modification of Antenna Facilities
Dear Sir or Madam:
T-Mobile West Corporation,as successor in interest to VoiceStrearn GSM 1 Operating Company a
Delaware Corporation and City ofFort Worth Texas entered into a(n)City of Fort Worth
Communications Facility Lease dated December 3dh, 1999(the"Lease")fora site located at 4I00
Columbus Trail,Fart Worth,TX 76.123,upon which T-Mobile operates wireless antenna facilities.
Pursuant to the Lease,T-Mobile has.the right to alter,replace,expand, enhance; modify or upgrade the
antenna facilities at any time during the term of the Lease with landlord's approval,which cannot be
unreasonably withheld,conditioned or delayed.
T-Mobile needs to modify the antenna facilities by installing.the new equipment described in attached
Exhibit 1. all of the new equipment will be installed within the existing premises.
To confirm your approval of the proposed modifications to the antenna facilities, please sign and date
both counterparts of this letter,keep one for your records and return the other tor-Mobile in the enclosed
envelope.
If you have any questions,please contact Michael Ridener at(405);,U&54M. Thank you for your
cooperation and attention to this matter.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH,TX
Sincerely,
�t jI
Joel Carlson
Engineering Development Manager
T-ti3obile 1v'cst Corportion
Acknowledged, Accepted and Agreed:
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APPROVED AS TO FORM AND LEGALITY:
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Date: June 21, 2012 Jason M. Seaverson, PE
Quin Childress 30 Mackenzie Court
T-Mobile Fuquay Varina, NC 27526
(919)271-8386
Real Estate Zoning Manager
Subject: Structural Analysis Report Market: Dallas
Analysis Date: 06/21/2012 Location: Fort Worth,TX
Coordinates: N/A
Site Name: Fort Worth Tower Structure: 200'Guyed Tower
Site Number: DA-2603B Analysis Criteria: ANSI/TIA-222-G/2009 IBC
Dear Quin Childress,
CLS Group is please to submit this"Structural Analysis Report"to determine the structural integrity of the
above mentioned tower.
The purpose of this analysis is to determine acceptability of the tower stress level. Based on our
analysis, we have determined the tower stress level for the tower structure, under the following case, to
be:
RESULTS
71.3%
See Tables 1 and 2 for loading.
The analysis has been performed in accordance with the ANSI/TIA-222-G standard and local code
requirements, with 90.0 mph (3-Second Gust) wind speed without ice and 30.0 mph (3-Second Gust)
wind speed with ice.
All modifications and equipment proposed in this report shall be installed in accordance with the attached
drawings for the determined available capacity to be effective.
We at CLS Group appreciate the opportunity of providing our continuing professional services to T-
Mobile. If you have any questions or need further clarification on this or any other projects, please give
us a call.
Prepared by
Joseph R.Johnston Jason M.Seaverson, PE
-= E
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JAS N M. SEAVERSON
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200' Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
TABLE OF CONTENTS
1) INTRODUCTION — See Cover Letter
2) EXECUTIVE SUMMARY
5.1 - METHODOLOGY
5.2 - CONCLUSIONS
5.3 -ASSUMPTIONS
3) ANALYSIS CRITERIA
TABLE 1 - EXISTING LOADING (APPURTENANCES AND FEEDLINES)
TABLE 2 - PROPOSED LOADING (APPURTENANCES AND FEEDLINES)
TABLE 3 - DOCUMENTS PROVIDED
3.1 -ASSUMED PROVISIONS
4) RESULTS
4.1 -ANALYSIS RESULTS
TABLE 4 - FOUNDATION REACTIONS
4.2 - LIMITATIONS
4.3 - RECOMMENDATIONS
6)APPENDIX A
TNX TOWER OUTPUT
7)APPENDIX B
COMMUNICATIONS
Jason M.Seaverson,PE Pa
200' Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
2) EXECUTIVE SUMMARY
At the request of T-Mobile, CLS Group performed an analysis of the existing 200' Guyed Tower,
to determine whether the tower is structurally adequate to support the removal (if any) of
existing equipment, and adding proposed new equipment. This analysis is pursuant to the
Structural Standards for Antenna Towers and Antenna Supporting Structures. Information
pertaining to the existing tower loading, current tower geometry, and member data sizes was
obtained from an analysis completed by GEM Engineering Company, Inc., dated June 15, 2000.
The proposed loading and/or removal of existing appurtenances was obtained from electronic
communication from T-Mobile dated April 18, 2012. No information regarding the foundation or
geotechnical information was made available at the time of this analysis therefore no evaluation
of foundation adequacy was completed.
The basic design wind speed per the ANSI/TIA-222-G standard is 90.0 mph (3-Second Gust)
without ice, 30.0 mph (3-Second Gust) with 0.75" radial ice and 60.0 mph (3-Second Gust) for
service loads (for deflection, twist and tilt).
METHODOLOGY
For our analysis, "tnxTower", a commercially available analysis software package, was used to
create three dimensional models of the tower and calculate member stresses for various loading
cases. Selected output is included in Appendix A.
CONCLUSIONS
It has been determined that the referenced structure while carrying all provided existing and
proposed loading has a maximum usage of 71.3%.
Jason M.Seaverson,PE y `e '3
200' Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
ASSUMPTIONS:
This structural analysis is based upon the theoretical capacity of the members and is not a
condition assessment of the tower/monopole. This analysis is from information supplied by
others, and therefore, its results are based on and are as accurate as that of the supplied data.
CLS Group has made no independent determination, nor is it required too, of its accuracy.
This analysis assumes the following:
1. All information provided in the previous analysis is accurate; (i.e.-tower layout, existing
antenna loading.)
2. The original tower was properly erected and maintained per the original design drawings.
3. The monopole/tower sizes and shapes are considered accurate as supplied.
4. The material grade is as per data supplied and/or assumed as stated in the materials
section.
5. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to
be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be
properly installed and supported as per manufacturer requirements.
6. Some assumptions are made regarding antennas and mount sizes and their projected areas
based on best interpretation of data supplied and of best knowledge of antenna type and
industry practice.
7. All mounts, if applicable, are considered adequate to support the antenna loading. No actual
analysis of the mount(s)is performed. This analysis is limited to analyzing the tower only.
8. The soil parameters are as per data supplied or as assumed and stated in calculations. If no
data is available, the foundation system is not verified. In cases of absent foundation data, it
is the tower owner's responsibility to insure that the foundation system is adequate to
support the structure with its new reactions.
9. The tower and structures have been properly maintained in accordance to TIA Standard
and/or with manufacturer's specifications.
10. All welds and connections are assumed to develop at least the attached member(s)'
capacity, unless determined otherwise and explicitly stated in this report.
11. All prior structural modifications, if any, are assumed to be as per data supplied/available,
and to have been properly installed and to be fully effective.
12. Proposed antennas and coax are assumed to be in addition to the existing loading at that
elevation.
13. All proposed coax/waveguide/feedlines are assumed to be internal to the monopole, unless
documented otherwise.
14. All existing loading was obtained from a previous analysis completed by GEM Engineering
Company, Inc., dated June 15, 2000.
If any of these assumptions are not valid or have been made in error, this analysis may be affected,
and CLS Group should be allowed to review any new information to determine its effect on the
structural integrity of the tower.
.Jason M. Seaverson,PE Page 14
200' Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
3) ANALYSIS CRITERIA
Table 1: EXISTING T-MOBILE APPURTENANCES
Antenna Ant, 9 of Coax'
Conte? #Ant. Antenna Model Mount
Line Ill Mfg, Coax Size
130 l — AWS/PCS TMA - Sector Frame
Note 1:All existing antennas and lines are to be removed.
Table 2: EXISTING AND PROPOSED T-MOBILE APPURTENANCES:
9 RFS APX17DWV 17DWV-S-E-ACU
130 3 Nokia FRIG 9 Sector Frame
3 FXFB TMA 1' Hybrid
9 - AWS/PCS TMA
Note 1: Install proposed coax in place of existing.
Table 3: DOCUMENTS PROVIDED
R
Proposed Loading Dated 04/18/2012 Electronic S readsheet PRFDS T-Mobile
Structural Analysis Dated 06/15/2000 GEM Engineering Com an Analysis T-Mobile
Jason M.Seaverson,PE Pa g e '5
200' Guyed Tower Structural Analysis 06/21/2012
DA-2603 B
Fort Worth Tower
3.1) ASSUMED PROVISIONS
1. The configuration of antennas, transmission cables, mounts, and other appurtenances are
as specified in Tables 1 and 2.
2. Serviceability with respect to antenna twist, tilt, and roll or lateral translation is not checked
and is up to the carrier or tower owner to ensure conformance.
3. In no way is this to be considered a construction document. This is for analysis only.
4. Material Properties (assumed):
Legs: 50 ksi
Bracing: 36 ksi
Guy Wires: EHS
Bolts: A325
Foundation bolts: N/A
Monopole: N/A
4.1) ANALYSIS RESULTS
Section Capacity Table
Section Elevation Component size Critical P OPdww % Pass
Element Capacity Foil
No. h Type lb lb
T3 200-180 Leg P2.5x.276 1 -14330.30 79372.60 18.1 Pass
Diagonal 2x3/16 15 6407.28 12150.00 52.7 Pass
Horizontal 11/4 17 -6456.43 29336.70 22.0 Pass
Top Girt 11/4 6 -3229.99 26209.20 12.3 Pass
Bottom Girt 11/4 8 -4169.58 26209.20 15.9 Pass
T2 180-160 Leg P2.5x.276 52 -16066.60 79511.80 20.2 Pass
Diagonal 5/8 102 5825.52 9940.20 58.6 Pass
Horizontal Lll/2xl1/2x3/16 68 -4767.84 12846.90 37.1 Pass
Jason M.Seaverson,PE P a g e 6
200' Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
Top Girt Ll 1/2xl 1/2x3/16 56 -2109.38 8700.19 24.2 Pass
Bottom Girt L1 1/2x1 1/2x3/16 59 -2687.97 8700.19 30.9 Pass
Guy A@175.95 1/2 513 9151.85 16140.00 56.7 Pass
Guy B@175.95 1/2 512 9436.18 16140.00 58.5 Pass
GuyC@175.95 1/2 508 9430.04 16140.00 58.4 Pass
Top Guy Pull- L2x2x3/8 510 -3087.78 30018.90 10.3 Pass
Off@175.95
T3 160-140 Leg P2.5x.276 103 -22172.00 79511.80 27.9 Pass
Diagonal 2x3/16 148 5509.74 12150.00 45.3 Pass
Horizontal Ll 1/2xl 1/2x3/16 119 -5906.17 12846.90 46.0 Pass
Top Girt Ll 1/2xl 1/2x3/16 107 -2736.79 8700.19 31.5 Pass
Bottom Girt Ll 1/2xl 1/2x3/16 110 -2322.33 8700.19 26.7 Pass
T4 140-120 Leg P2.5x.276 154 -22827.50 79511.80 28.7 Pass
Diagonal 2x3/16 167 7371.94 12150.00 60.7 Pass
Horizontal 11/4 188 -6664.50 29336.70 22.7 Pass
Top Girt 1 1/4 158 -4086.90 26209.20 15.6 Pass
Bottom Girt 1 1/4 161 -1724.47 26209.20 6.6 Pass
Guy A@120.083 1/2 519 11257.90 16140.00 69.8 Pass
Guy B@120.083 1/2 518 11509.40 16140.00 71.3 Pass
Guy C@120.083 1/2 514 11512.20 16140.00 71.3 Pass
Top Guy Pull- L2x2x3/8 516 -1911.10 30018,90 6.4 Pass
Off@ 120.083
T5 120-100 Leg P2.5x.276 206 -28356.70 79511.80 35.7 Pass
Diagonal 2x3/16 252 6117.54 12150.00 50.4 Pass
Horizontal Lll/2xl1/2x3/16 221 -5557.41 12846.90 43.3 Pass
Top Girt Ll 1/2xl 1/2x3/16 209 -1445.79 8700.19 16.6 Pass
Bottom Girt L1 1/2xl 1/2x3/16 212 -2786.31 8700.19 32.0 Pass
T6 100-80 Leg P2.5x.276 257 -28778.40 79511.80 36.2 Pass
Diagonal 5/8 269 4488.69 9940.20 45.2 Pass
Horizontal L11/2xl1/2x3/16 299 -4887.37 12846.90 38.0 Pass
Jason M.Seaverson,PE Pa j e 17
200' Guyed Tower Structural Analysis 06/21/2012
DA-26O3B
Fort Worth Tower
Top Girt Ll 1/2x1 1/2x3/16 260 -2632.97 8700.19 30.3 Pass
Bottom Girt L1 1/2x1 1/2x3/16 262 -3045.95 8700.19 35.0 Pass
T7 80-60 Leg P3x.318 308 -31314.30 119164.00 26.3 Pass
Diagonal 7/8 321 8845.89 19482.80 45.4 Pass
Horizontal Ll 1/2x1 1/2x3/16 349 -7753.68 13003.90 59.6 Pass
Top Girt L1 1/2x1 1/2x3/16 310 -3516.30 8953.90 39.3 Pass
Bottom Girt L11/2x1 1/2x3/16 313 -1246.68 8953.90 13.9 Pass
Guy A@60.0833 1/2 525 9622.86 16140.00 59.6 Pass
Guy B@60.0833 1/2 524 9865.38 16140.00 61.1 Pass
Guy C@60.0833 1/2 520 9867.89 16140.00 61.1 Pass
Top Guy Pull- L2x2x3/8 521 -3215.13 30513.70 10.5 Pass
Off@60.0833
T8 60-40 Leg P3x.318 359 -33258.90 119357.00 27.9 Pass
Diagonal 2x3/16 404 6388.29 12150.00 52.6 Pass
Horizontal L1 1/2x1 1/2x3/16 373 -5405.81 13003.90 41.6 Pass
Top Girt L1 1/2xl 1/2x3/16 361 -1485.83 8953.90 16.6 Pass
Bottom Girt L1 1/2xl 1/2x3/16 364 -3359.57 8953.90 37.5 Pass
T9 40-20 Leg P3x.318 410 -37578.60 119395.00 31.5 Pass
Diagonal 7/8 454 6868.30 19482.80 35.3 Pass
Horizontal Ll 1/2xl 1/2x3/16 424 -7698.27 13003.90 59.2 Pass
Top Girt L1 1/2x1 1/2x3/16 412 -3523.25 8953.90 39.3 Pass
Bottom Girt L1 1/2x1 1/2x3/16 415 -3948.10 8953.90 44.1 Pass
T10 20-8 Leg P3x.226 461 -36315.50 87222.30 41.6 Pass
Diagonal 7/8 473 6642.69 19482.80 34.1 Pass
Horizontal Lll/2x11/2x3/16 484 -7093.16 13003.90 54.5 Pass
Top Girt Ll 1/2x1 1/2x3/16 463 -3885.62 8953.90 43.4 Pass
Bottom Girt L1 1/2xl 1/2x3/16 466 -2567.69 8953.90 28.7 Pass
T11 8-0 Leg P3x.226 494 -37682.90 87163.10 43.2 Pass
Diagonal 7/8 502 6939.97 19482.80 35.6 Pass
Horizontal Ll 1/2xl 1/2x3/16 499 -4412.91 16204.80 27.2 Pass
.Jason M.Seaverson,PE Page �8
200'Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
Top Girt Ll 1/2x1 1/2x3/16 496 -2326.78 9087.63 25.6 Pass
Summary
Leg(T11) 43.2 Pass
Diagonal 60.7 Pass
(T4)
Horizontal 59.6 Pass
(T7)
Top Girt 43.4 Pass
(T10)
Bottom Girt 44.1 Pass
(T9)
Guy A(T4) 69.8 Pass
Guy B(T4) 71.3 Pass
Guy C(T4) 71.3 Pass
Top Guy 10.5 Pass
Pull-Off(T7)
RATING= 71.3 Pass
Jason M.Seaverson,PE Page 19
200'Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
Table 4: FOUNDATION REACTIONS
• e I M •
r i • lA : a - • •
Base Axial {kips} N/A N/A 86.2 N/A
Anchor Uplift(kips) N/A N/A 16.6 N/A
Anchor Shear(kips)' N/A N/A 25.1 N/A
4.2: LIMITATIONS
All opinions and conclusions are considered accurate to a reasonable degree of engineering
certainty based upon the evidence available at the time of the report. All opinions and
conclusions contained herein are subject to revision based upon receipt of new or additional
/updated information. All services are provided exercising a level of care and diligence
equivalent to the standard and care of our profession. No other warranty or guarantee, ether
expressed or implied, is offered. Our services are confidential in nature and will not release this
report to any other party without the client's written consent. The use of this engineering work is
limited to the express purpose for which is was commissioned and it may not be reused, copied,
disseminated, or distributed for any other purpose without written consent of CLS Group
Engineering Division.
All services will be performed to the codes specified by the client; and we do not imply to meet
any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or
other relevant parameters are to be different from the minimum values as recommended by
codes, the client shall specify exact requirements. In the absence of information to the contrary;
all work will be performed to and in accordance with the latest applicable revision of as required
by local jurisdiction.
All services were performed, results obtained, and recommendations made in accordance with
generally accepted engineering principles and practices. CLS Group Engineering Division is not
responsible for the conclusions, opinions and recommendations made by others based on the
information we supply.
It is not possible to have all the very detailed information necessary to perform a complete and
thorough analysis of every structural sub-component of an existing tower. The structural
analysis by CLS Group Engineering Division verifies the adequacy of the main structural
members of the tower. CLS Group Engineering Division provides a limited scope of service in
that we cannot verify the adequacy of every, weld, connection, plate connections, etc.
4.3: RECOMMENDATIONS
1) Owner should obtain appropriate foundation and geotechnical information so
foundation adequacy can be evaluated.
Jason M.Seaverson,PE 10
200' Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
APPENDIX A
RESULTS
Jason M.Seaverson,PE Page �n
200' Guyed Tower Structural Analysis 06/21/2012
DA-2603B
Fort Worth Tower
APPENDIX B
COMMUNICATIONS
Proposed Loading
Mapping
Jason M.Seaverson,PE P g c 112
z
Ala
67 0 &Q
1 80.0 ft
175.9 ft
...........—
�X
X
X
160.0 ft X
Xai
R-167.00 ft, R-167.00 ft
PLAN
i z
If
DESIGNED APPURTENANCE LOADING
c'i
TYPE ELEVATION TYPE ELEVATION
prmN20' 190 (3)AWS/PCS-TIVIA(T-Mobile) 130
Flat Side Ann 190 TIVIA S?!,!TsTCS- (T-Mobile) 130
DB413-A 190 (3)AWS/PCS-TIVIA(T-Mobile) 130
j Pat Side Arm 190 Round Sector Frame(T-Mobile) 130
(2)DB413-A 190 Round Seew Frame(T-Mobile) 130
20.0 ft rm 190 Round Sector Frame(T-Mobile) 130
................ Dipole 10'--- 184 Nokia FRIG(T-Mobile) 130
Dipole 10' 168 Nokia FRIG(T-Motdie)
..............................—1............. . ........................................... 130
N"FRIG 130
APX17DWV-17DWV-S-E-ACU
(T-Mobile) FXFB-TMA(T-Mobile) 130
FXFB-TMA(T-Mobile) 130
(3)RFS 130
FXFB-TIVIA(T-Mobile) 130
.3.XR1F7SD W V-17DWV-S-E-ACU
j b ).—............................................
. .. .............. .......
z 100.0ft (APX170WV-1?DWV-S-E-ACUU6 .
(T-Mobile)
SYMBOL LIST
Cn 6 MARK SIZE MARK SIZE
A 12 @ 3.95833
80.9 ft
MATERIAL STRENGTH
GRADE Fy Fu GRADE I Fy I Fu
136 kw 158 W
TOWER DESIGN NOTES
1. Tower is located in Tarrant County,Texas.\
60.0 ft 2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed for a 90 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 30 mph basic wind with 0.75 in ice.Ice is considered to increas(
in thickness with height.
10. 5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class It.
7. Topographic Category I with Crest Height of 0.00 ft
8. TOWER RATING:71.3%
40.0 ft X
is n
20.0 ft X
'Oft
1V
i z
0-0...._ O_____...I._r_ 1.
1763 lb�
2510711,
86327 lb(Axial) R=167.00ft
236 lb-ft(Tortitie)
E ALL REACTIONS ARE FACTORED
J&VEngineeting lob:DA02603B
102 Kempwood Drive,Apt.2B Project:T0023
Cary, NC 27513 Client:T-Mobile Drawn by:Joseph R.Johnston App'd:
Phone:518-669-4428 Code: TIA-222-G Date:06�21/12 scale:
FAX: Path:_.._,. .......... Dwg N
Job Page
10T.VTt Wer DA02603B 1 of 19
J&VEngineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC27513 Client Designed by
Phone:518-669-4428 T-Mobile FAX. Joseph R.
Johnston
Tower Input Data
The main tower is a 3x guyed tower with an overall height of 200.00 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 3.00 ft at the top and tapered at the base.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
Tower is located in Tarrant County,Texas.
Basic wind speed of 90 mph.
Structure Class II.
Exposure Category C.
Topographic Category 1.
Crest Height 0.00 ft.
Nominal ice thickness of 0.7500 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 30 mph is used in combination with ice.
Temperature drop of 50'F.
Deflections calculated using a wind speed of 60 mph.
Tension only take-up is 0.0313 in.
Pressures are calculated at each section.
Safety factor used in guy design is 1.
Stress ratio used in tower member design is 1.
Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered.
Opt!
Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder
Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules
Consider Moments-Diagonals Assume Rigid Index Plate Calculate Redundant Bracing Forces
Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA
4 Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression
4 Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable
Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation
Always Use Max Kz Use Azimuth Dish Coefficients Consider Feedline Torque
Use Special Wind Profile J Project Wind Area ofAppurt. I±icltidc Angic ill"k 1�hc;v Ch4xk
4 Include Bolts In Member Capacity 4 Autocalc Torque Arm Areas Poles
Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Sluat-Torsion Intcrac�tion
4 Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow
Use Diamond Inner Bracing(4 Sided) 4 Triangulate Diamond Inner Bracing Use Top Mounted Sockets
Add IBC.6D+W Combination
Job Page
11W DA02603B 3 of 19
J&V Engineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06121/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX.-
Johnston
Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt
Section Elevation Spacing Type KBrace Horizontals Offset Offset
End
ft ft Panels in in
Tl 200.00-180.00 3.98 TX Brace No Yes 0.0000 1.0000
T2 180.00-160.00 3.97 TX Brace No Yes 1.0000 1.0000
T3 160.00-140.00 3.97 TX Brace No Yes 1.0000 1.0000
T4 140.00-120.00 3.97 TX Brace No Yes 1.0000 1.0000
T5 120.00-100.00 3.97 TX Brace No Yes 1.0000 1.0000
T6 100.00-80.00 3.97 TX Brace No Yes 1.0000 1.0000
T7 80.00-60.00 3.97 TX Brace No Yes 1.0000 1.0000
T8 60.00-40.00 3.97 TX Brace No Yes 1.0000 1.0000
T9 40.00-20.00 3.97 TX Brace No Yes 1.0000 1.0000
T10 20.00-8.00 3.94 TX Brace No Yes 1.0000 1.0000
T11 8.00-0.00 3.96 TX Brace No Yes 1.0000 0.0000
Tower Section Geometry cont'd
Tower Leg Leg Leg Diagonal Diagonal Diagonal
Elevation Type Size Grade Type Size Grade
R
Tl 200.00-180.00 Pipe P2.5x.276 A572-50 Flat Bar 2x3/16 A36
(50 ksi) (36 ksi)
T2 180.00-160.00 Pipe P2.5x.276 A572-50 Solid Round 5/8 A36
(50 ksi) (36 ksi)
T3 160.00-140.00 Pipe P2.5x.276 A572-50 Flat Bar 2x3/16 A36
(50 ksi) (36 ksi)
T4 140.00-120.00 Pipe P2.5x.276 A572-50 Flat Bar 2x3/16 A36
(50 ksi) (36 ksi)
T5 120.00-100.00 Pipe P2.5x.276 A572-50 Flat Bar 2x3/16 A36
(50 ksi) (36 ksi)
T6 100.00-80.00 Pipe P2.5x.276 A572-50 Solid Round 5/8 A36
(50 ksi) (36 ksi)
T7 80.00-60.00 Pipe P3x.318 A572-50 Solid Round 7/8 A36
(50 ksi) (36 ksi)
T8 60.00-40.00 Pipe P3x.318 A572-50 Flat Bar 2x3/16 A36
(50 ksi) (36 ksi)
T9 40.00-20.00 Pipe P3x.318 A572-50 Solid Round 7/8 A36
(50 ksi) (36 ksi)
T1020.00-8.00 Pipe P3x.226 A572-50 Solid Round 7/8 A36
(50 ksi) (36 ksi)
T11 8.00-0.00 Pipe P3x.226 A572-50 Solid Round 7/8 A36
(50 ksi) (36 ksi)
Tower Section Geometry cont'd
Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt
Elevation Type Size Grade Type Size Grade
ft
T1 200.00-180.00 Solid Round 1 1/4 A36 Solid Round 1 1/4 A36
(36 ksi) (36 ksi)
T2180.00-160.00 Single Angle L11/2xl1/2x3/16 A36 Single Angle LI l/2x11/2x3/16 A36
(36 ksi) (36 ksi)
T3 160.00-140.00 Single Angle L1 1/2x1 1/2x3/16 A36 Single Angle L1 1/2x1 1/2x3/16 A36
(36 ksi) (36 ksi)
T4 140.00-120.00 Solid Round 1 1/4 A36 Solid Round 1 1/4 A36
Page
=Tower,, Job g
DA02603B 2 of 19
M V Engineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile FAX. Joseph R.
Johnston
Wind 180
C7
_log a
Wind 90 Q
Leg C Z Leg B
Face C �ye
Wind 0
Comer&Starmount Guyed Tower
Tower Section Geometry
Tower Tower Assembly Description Section Number Section
Section Elevation Database Width of Length
Sections
f h
Tl 200.00-180.00 3.00 1 20.00
T2 180.00-160.00 3.00 1 20.00
T3 160.00-140.00 3.00 1 20.00
T4 140.00-120.00 3.00 1 20.00
T5 120.00-100.00 3.00 1 20.00
T6 100.00-80.00 3.00 1 20.00
T7 80.00-60.00 3.00 1 20.00
T8 60.00-40.00 3.00 1 20.00
T9 40.00-20.00 3.00 1 20.00
T10 20.00-8.00 3.00 1 12.00
T 11 8.00-0.00 3.00 1 8.00
Tower Section Geometry cont'd
Job Page
t=TAwe� DA02603B 4 of 19
J&VEngineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile FAX. Joseph R.
Johnston
Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt
Elevation Type Size Grade Type Size Grade
R
(36 ksi) (36 ksi)
T5120.00-100.00 Single Angle Ll l/2x11/2x3/16 A36 Single Angle LI l/2x11/2x3/16 A36
(36 ksi) (36 ksi)
T6 100.00-80.00 Single Angle LI 1/2x1 1/20/16 A36 Single Angle LI 1/2xI 1/2x3/16 A36
(36 ksi) (36 ksi)
T7 80.00-60.00 Single Angle Ll 1/2x1 1/20/16 A36 Single Angle LI 1/2x1 1/2x3/16 A36
(36 ksi) (36 ksi)
T8 60.0040.00 Single Angle L1 1/2xI 1/2x3/16 A36 Single Angle L1 1/2xI 1/2x3/16 A36
(36 ksi) (36 ksi)
T940.00-20.00 Single Angle LI1/2x11/2x3/16 A36 Single Angle LIl/2x11/2x3/16 A36
(36 ksi) (36 ksi)
T 10 20.00-8.00 Single Angle LIl/2x11/2x3/16 A36 Single Angle L I 1/2x I 1/2x3/16 A36
(36 ksi) (36 ksi)
T118.00-0.00 Single Angle LIl/2x11/2x3/16 A36 Single Angle LIl/2x11/2x3/16 A36
(36 ksi) (36 ksi)
Tower Section Geometry cont'd
Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal
Elevation of Type Size Grade Type Size Grade
Mid
fi Girts
TI 200.00-180.00 None Flat Bar A36 Solid Round 1 1/4 A36
(36 ksi) (36 ksi)
T2 180.00-160.00 None Flat Bar A36 Single Angle L1 1/2xI 1/20/16 A36
(36 ksi) (36 ksi)
T3 160.00-140.00 None Flat Bar A36 Single Angle L1 1/2x1 1/20/16 A36
(36 ksi) (36 ksi)
T4 140.00-120.00 None Flat Bar A36 Solid Round 1 1/4 A36
(36 ksi) (36 ksi)
T5 120.00-100.00 None Flat Bar A36 Single Angle L1 1/2xl 1/2x3/16 A36
(36 ksi) (36 ksi)
T6 100.00-80.00 None Flat Bar A36 Single Angle L1 1/2xI 1/20/16 A36
(36 ksi) (36 ksi)
T7 80.00-60.00 None Flat Bar A36 Single Angle L1 1/2xI 1/20/16 A36
(36 ksi) (36 ksi)
T8 60.0040.00 None Flat Bar A36 Single Angle L1 1/2x1 1/20/16 A36
(36 ksi) (36 ksi)
T9 40.00-20.00 None Flat Bar A36 Single Angle L1 1/2xI 1/20/16 A36
(36 ksi) (36 ksi)
T10 20.00-8.00 None Flat Bar A36 Single Angle L1 1/2xI 1/2x3/16 A36
(36 ksi) (36 ksi)
T11 8.00-0.00 None Flat Bar A36 Single Angle L1 1/2xI 1/2x3/16 A36
(36 ksi) (36 ksi)
Tower Section Geometry cont'd
Job Page
tnxTower DA02603B 5 of 19
J&VEngineering Project Date
101 Kempwood Drive,Apt.1B T0023 23:14:03 06/21/12
Cary,NC 17513 Client Designed by
Phone:518-669-4418 T-Mobile Joseph R.
FAX.-
Johnston
Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle
Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt
(perface) A, Spacing Spacing
Diagonals Horizontals
in in in
T1 0.00 0.0000 A36 1 1 1 36.0000 36.0000
200.00-180.00 (36 ksi)
T2 0.00 0.0000 A36 1 1 1 36.0000 36.0000
180.00-160.00 (36 ksi)
T3 0.00 0.0000 A36 1 1 1 36.0000 36.0000
160.00-140.00 (36 ksi)
T4 0.00 0.0000 A36 1 1 1 36.0000 36.0000
140.00-120.00 (36 ksi)
T5 0.00 0.0000 A36 1 1 1 36.0000 36.0000
120.00-100.00 (36 ksi)
T6 0.00 0.0000 A36 1 1 1 36.0000 36.0000
100.00-80.00 (36 ksi)
T7 80.00-60.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000
(36 ksi)
T8 60.00-40.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000
(36 ksi)
T9 40.00-20.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000
(36 ksi)
T 10 20.00-8.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000
(36 ksi)
T118.00-0.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000
(36 ksi)
Tower Section Geometry cont'd
KFactors
Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner
Elevation K K Brace Brace Diags Hark. Brace
Single Solid Diags Diags
Angles Rounds X X X X X X X
jt Y Y Y Y Y Y Y
T 1 No Yes 1 1 1 1 1 0.65 1 1
200.00-180.00 1 1 1 1 0.65 1 1
T2 No Yes 1 1 1 1 1 0.65 1 1
180.00-160.00 1 1 1 1 0.65 1 1
T3 No Yes 1 1 1 1 l 0.65 1 1
160.00-140.00 1 1 1 l 0.65 1 1
T4 No Yes 1 1 1 1 1 0.65 1 1
140.00-120.00 1 1 1 l 0.65 1 1
T5 No Yes 1 1 1 1 l 0.65 1 1
120.00-100.00 1 1 1 l 0.65 1 1
T6 No Yes 1 1 1 1 l 0.65 1 1
100.00-80.00 1 1 1 l 0.65 1 1
T7 No Yes 1 1 1 1 l 0.65 1 1
80.00-60.00 1 1 1 l 0.65 1 1
T8 No Yes 1 1 1 1 l 0.65 1 1
60.00-40.00 1 1 1 l 0.65 1 1
T9 No Yes 1 1 1 1 l 0.65 1 1
40.00-20.00 1 1 1 l 0.65 1 1
T10 No Yes 1 1 1 1 l 0.65 1 1
20.00-8.00 1 1 1 1 0.65 1 1
T118.00-0.00 No Yes 1 1 1 1 1 0.65 1 1
1 1 1 1 0.65 1 1
Note:Kfactors are applied to member segment lengths.K-braces without inner supporting members will have the Kfactor in the out-of-plane direction applied to
the overall length.
Job e
g Pa
11"Tower DA02603B 6 of 19
J&V Engineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX.•
Johnston
Tower Section Geometry cont'd
Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Elevation
h
Net Width U Net Width U Net Width U Net U Net U Net U Net U
Deduct Deduct Deduct Width Width Width Width
in in in Deduct Deduct Deduct Deduct
in in in in
T1 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
200.00-180.00
T2 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
180.00-160.00
T3 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
160.00-140.00
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
140.00-120.00
T5 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
T6 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
100.00-80.00
T7 80.00-60.0 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
T8 60.00-40.0 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
T9 40.00-20.0 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
T 10 20.00-8.0( 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
T 11 8.00-0.00 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
Guy Data
Guy Guy Guy Initial % Guy Guy L. Anchor Anchor Anchor End
Elevation Grade Size Tension Modulus Weight Radius Azimuth Elevation Fitting
Adj. Efficiency
,/t lb ksi of R h0 .ft %
175.95 EHS A 1/2 2690.00 10% 21000 0.517 234.01 167.00 0.0000 10.00 100%
B 1/2 2690.00 10% 21000 0.517 241.20 167.00 0.0000 0.00 100%
C 1/2 2690.00 10% 21000 0.517 241.20 167.00 0.0000 0.00 100%
120.083 EHS A 1/2 2690.00 10% 21000 0.517 198.41 167.00 0.0000 10.00 100%
B 1/2 2690.00 10% 21000 0.517 204.12 167.00 0.0000 0.00 100%
C 1/2 2690.00 10% 21000 0.517 204.12 167.00 0.0000 0.00 100%
60.0833 EHS A 1/2 2690.00 10% 21000 0.517 172.55 167.00 0.0000 10.00 100%
B 1/2 2690.00 10% 21000 0.517 175.71 167.00 0.0000 0.00 100%
C 1/2 2690.00 100/a 21000 0.517 175.71 167.00 0.0000 0.00 1000/0
Guy Data cont'd
Guy Mount Torque Mn Torque Mn Torque-Arm Torque-Arm Torque-Arm Torque-Arm Sue
Elevation Type Spread Leg Angle Style Grade Type
h
R °
175.95 Comer
120.083 Comer
Page
CT over Job DA02603B 7 of 19
MVEngineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX.-
Johnston
Guy Mount Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Size
Elevation Type Spread Leg Angle Style Grade Type
ft
ft °
60.0833 Comer
Guy Data cont'al
Guy Diagonal Diagonal Upper Diagonal Lower Diagonal Is Pull-Off Pull-Off Type Pull-Off Size
Elevation Grade Type Size Size Strap. Grade
R
175.95 A572-50 Solid Round Yes A36 Single Angle L2x2x3/8
(50 ksi) (36 ksi)
120.08 A572-50 Solid Round Yes A36 Single Angle L2x2x3/8
(50 ksi) (36 ksi)
60.08 A572-50 Solid Round Yes A36 Single Angle L2x2x3/8
(50 ksi) (36 ksi)
Gu Data cant'd
Guy Cable Cable Cable Cable Tower Tower Tower Tower
Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept
A B C D A B C D
ft lb lb lb lb ft ft ft ft
175.95 120.98 124.70 124.70 5.18 5.50 5.50
3.9 sec/pulse 4.1 sec/pulse 4.1 sec/pulse
120.083 102.58 105.53 105.53 3.75 3.96 3.96
3.3 sec/pulse 3.4 sec/pulse 3.4 sec/pulse
60.0833 89.21 90.84 90.84 2.85 2.95 2.95
2.9 sec/pulse 3.0 sec/pulse 3.0 sec/pulse
Guy,Data cant'd
Torque Arm Pull Off Diagonal
Guy Calc Calc & Ky K. Ky & Ky
Elevation K K
ft Single Solid
Angles Rounds
175.95 No No
120.083 No No 1 1 1
60.0833 No No 1 1 1
Guy Data cont'd
Job e
x�, b Page
t Tower DA02603B 8 of 19
MVEngineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX.-
Johnston
Tor ue-Arm Pull Off Diagonal
Guy Bolt Size Number Net Width U Bolt Size Number Net Width U Bolt Size Number Net Width U
Elevation in Deduct in Deduct in Deduct
t in in in
175.95 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75
A325N A325N A325N
120.083 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75
A325N A325N A325N
60.0833 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75
A325N A325N A325N
..,Guy Pressures
Guy Guy z q= q, Ice
Elevation Location Ice Thickness
ft ft psf psf in
175.95 A 92.98 22 2 1.6637
B 87.98 22 2 1.6545
C 87.98 22 2 1.6545
120.083 A 65.04 20 2 1.6053
B 60.04 20 2 1.5925
C 60.04 20 2 1.5925
60.0833 A 35.04 18 2 1.5090
B 30.04 17 2 1.4860
C 30.04 17 2 1.4860
Feed Line/Linear Appurtenances - Entered As Area
Description Face Allow Component Placement Total CAA Weight
or Shield Type Number
Leg .ft ."�/t Pf
1 5/8 A No CaAa(Out Of 190.00-5.00 3 No Ice 0.20 1.04
Face) 1/2"Ice 0.30 2.55
1"Ice 0.40 4.68
1 5/8 A No CaAa(Out Of 184.00-5.00 1 No Ice 0.20 1.04
Face) 1/2"Ice 0.30 2.55
1"Ice 0.40 4.68
1 5/8 A No CaAa(Out Of 168.00-5.00 1 No Ice 0.20 1.04
Face) 1/2"Ice 0.30 2.55
1"Ice 0.40 4.68
1 518 A No CaAa(Out Of 130.00-5.00 9 No Ice 0.20 1.04
Face) 1/2"Ice 0.30 2.55
I"Ice 0.40 4.68
1 1/4"Hybriflex A No CaAa(Out Of 130.00-5.00 1 No Ice 0.15 1.00
Face) 1/2"Ice 0.25 2.25
1"Ice 0.35 4.10
Feed Line/Linear Appurtenances Section Areas
Tower Tower Face AR AF CAAA CAAA Weight
Section Elevation In Face Out Face
h ftz R2 ft, ttz lb
Tl 200.00-180.00 A 0.000 0.000 0.000 6.732 35.36
Job Page
M Tower DA02603B 9 of 19
MVEngineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX.-
Johnston
Tower Tower Face AR AF CAAA CAAA Weight
Section Elevation In Face Out Face
R f2 It, .ft R, Ib
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T2 180.00-160.00 A 0.000 0.000 0.000 17.424 91.52
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T3 160.00-140.00 A 0.000 0.000 0.000 19.800 104.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T4 140.00420.00 A 0.000 0.000 0.000 39.160 207.60
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T5 120.00400.00 A 0.000 0.000 0.000 58.520 311.20
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T6 100.00-80.00 A 0.000 0.000 0.000 58.520 311.20
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T7 80.00-60.00 A 0.000 0.000 0.000 58.520 311.20
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T8 60.00-40.00 A 0.000 0.000 0.000 58.520 311.20
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T9 40.00-20.00 A 0.000 0.000 0.000 58.520 311.20
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T10 20.00-8.00 A 0.000 0.000 0.000 35.112 186.72
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T11 8.00-0.00 A 0.000 0.000 0.000 8.778 46.68
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 AR AF CAAA CAAA Weight
Section Elevation or Thickness In Face Out Face
.fi Leg in fi2 ft, ft, ft2 lb
T1 200.00-180.00 A 1.787 0.000 0.000 0.000 18.883 321.94
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T2 180.00-160.00 A 1.767 0.000 0.000 0.000 48.526 822.67
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T3 160.00-140.00 A 1.745 0.000 0.000 0.000 54.704 921.48
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T4 140.00-120.00 A 1.720 0.000 0.000 0.000 107.976 1803.14
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T5 120.00-100.00 A 1.692 0.000 0.000 0.000 160.035 2648.17
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T6 100.00-80.00 A 1.658 0.000 0.000 0.000 158.018 2587.18
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T7 80.00-60.00 A 1.617 0.000 0.000 0.000 155.549 2512.50
B 0.000 0.000 0.000 0.000 0.00
tt xTower Job DAO26O36 Page10 of 19
J&V Engineering Project Date
102 Kempwood Drive,Apt.2B TOO23 23:14:03 06/21/12
Cary,NC27513 Client Designed by
Phone:518-669-4428 T-Mobile FAX. P
Joseph R.
Johnston
Tower Tower Face Ice AR AF CAA.4 CAA.4 Weight
Section Elevation or Thickness In Face Out Face
ft Leg in fil f, lb
C 0.000 0.000 0.000 0.000 0.00
T8 60.00-40.00 A 1.564 0.000 0.000 0.000 152.338 2415.41
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T9 40.00-20.00 A 1.486 0.000 0.000 0.000 147.666 2274.11
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T10 20.00-8.00 A 1.377 0.000 0.000 0.000 84.675 1245.77
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
T11 8.00-0.00 A 1.215 0.000 0.000 0.000 19.710 267.32
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.00
Shielding Factor Ka
Tower Feed Line Description Feed Line Ka Tel
Section Record No. Se ent Elev. No Ice
Discrete Tower Loads
Description Face Offset Offsets: Azimuth Placement CAAA CAA,, Weight
or Type Horz Adjustment Front Side
Leg Lateral
Vert
ft o ft fig ft, lb
ft
.R
Omni 20' A From Leg 3.00 0.0000 190.00 No Ice 6.00 6.00 55.00
0.00 1/2"Ice 8.03 8.03 98.17
0.00 1"Ice 10.08 10.08 154.01
Flat Side Arm A From Leg 3.00 0.0000 190.00 No Ice 6.30 2.14 150.00
0.00 1/2"Ice 7.00 2.60 230.00
0.00 1"Ice 7.70 3.06 310.00
DB413-A B From Leg 3.00 0.0000 190.00 No Ice 2.55 2.55 32.00
0.00 1/2"Ice 4.59 4.59 41.60
0.00 1"Ice 6.63 6.63 51.20
Flat Side Arm B From Leg 3.00 0.0000 190.00 No Ice 6.30 2.14 150.00
0.00 1/2"Ice 7.00 2.60 230.00
0.00 1"Ice 7.70 3.06 310.00
(2)DB413-A C From Leg 3.00 0.0000 190.00 No Ice 2.55 2.55 32.00
0.00 1/2"Ice 4.59 4.59 41.60
0.00 1"Ice 6.63 6.63 51.20
Flat Side Arm C From Leg 3.00 0.0000 190.00 No Ice 6.30 2.14 150.00
0.00 1/2"Ice 7.00 2.60 230.00
0.00 1"Ice 7.70 3.06 310.00
Dipole 10' A None 0.0000 I84.00 No Ice 3.00 3.00 30.00
1/2"Ice 4.03 4.03 51.79
1"Ice 5.03 5.03 80.14
Dipole 10' A None 0.0000 168.00 No Ice 3.00 3.00 30.00
1/2"Ice 4.03 4.03 51.79
1"Ice 5.03 5.03 80.14
tnxTower Job
Page
DAO26O36 11 of 19
JAVEngineering Project Date
102 Kempwood Drive,Apt.2B T0O23 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile
FAX. Joseph R.
Johnston
Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight
or Type Horz Adjustment Front Side
Leg Lateral
Vert
ft ft fP ft, lb
ft
(3)RFS A From Leg 3.00 0.0000 130.00 No Ice 9.23 3.10 20.80
APXI7DWV-17DWV-S-E-A 0.00 1/2"Ice 9.79 3.53 63.26
CU 0.00 P Ice 10.36 3.98 111.68
(T-Mobile)
(3)RFS B From Leg 3.00 0.0000 130.00 No Ice 9.23 3.10 20.80
APXI7DWV-17DWV-S-E-A 0.00 1/2"Ice 9.79 3.53 63.26
CU 0.00 P Ice 10.36 3.98 111.68
(T-Mobile)
(3)RFS C From Leg 3.00 0.0000 130.00 No Ice 9.23 3.10 20.80
APXI7DWV-17DWV-S-E-A 0.00 1/2"Ice 9.79 3.53 63.26
CU 0.00 V Ice 10.36 3.98 111.68
(T-Mobile)
(3)AWS/PCS-TMA A From Leg 3.00 0.0000 130.00 No Ice 0.84 0.23 11.00
(T-Mobile) 0.00 1/2"Ice 0.97 0.32 15.85
0.00 1"Ice 1.10 0.42 22.26
(3)AWS/PCS-TMA B From Leg 3.00 0.0000 130.00 No Ice 0.84 0.23 11.00
(T-Mobile) 0.00 1/2"Ice 0.97 0.32 15.85
0.00 1"Ice 1.10 0.42 22.26
(3)AWS/PCS-TMA C From Leg 3.00 0.0000 130.00 No Ice 0.84 0.23 11.00
(T-Mobile) 0.00 1/2"Ice 0.97 0.32 15.85
0.00 1"Ice 1.10 0.42 22.26
Round Sector Frame A From Leg 3.00 0.0000 130.00 No Ice 14.40 7.20 300.00
(T-Mobile) 0.00 1/2"Ice 19.50 10.50 415.00
0.00 V Ice 24.60 13.80 530.00
Round Sector Frame B From Leg 3.00 0.0000 130.00 No Ice 14.40 7.20 300.00
(T-Mobile) 0.00 1/2"Ice 19.50 10.50 415.00
0.00 V Ice 24.60 13.80 530.00
Round Sector Frame C From Leg 3.00 0.0000 130.00 No Ice 14.40 7.20 300.00
(T-Mobile) 0.00 1/2"Ice 19.50 10.50 415.00
0.00 P Ice 24.60 13.80 530.00
Nokia FRIG A From Leg 3.00 0.0000 130.00 No Ice 3.69 1.34 57.30
(T-Mobile) 0.00 1/2"Ice 3.95 1.53 78.79
0.00 P Ice 4.22 1.73 103.42
Nokia FRIG B From Leg 3.00 0.0000 130.00 No Ice 3.69 1.34 57.30
(P-Mobile) 0.00 1/2"Ice 3.95 1.53 78.79
0.00 1"Ice 4.22 1.73 103.42
Nokia FRIG C From Leg 3.00 0.0000 130.00 No Ice 3.69 1.34 57.30
(T-Mobile) 0.00 1/2"Ice 3.95 1.53 78.79
0.00 1"Ice 4.22 1.73 103.42
FXFB-TMA A From Leg 3.00 0.0000 130.00 No Ice 1.23 0.49 15.00
(T-Mobile) 0.00 1/2"Ice 1.38 0.60 22.91
0.00 V Ice 1.54 0.72 32.73
FXFB-TMA B From Leg 3.00 0.0000 130.00 No Ice 1.23 0.49 15.00
(T-Mobile) 0.00 1/2"Ice 1.38 0.60 22.91
0.00 V Ice 1.54 0.72 32.73
FXFB-TMA C From Leg 3.00 0.0000 130.00 No Ice 1.23 0.49 15.00
(T-Mobile) 0.00 1/2"Ice 1.38 0.60 22.91
0.00 P Ice 1.54 0.72 32.73
Guy Design Data
WxTower ,lob DA026036 Page12 of 19
J&VEngineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX.•
Johnston
Section Elevation Size Initial Breaking Actual Allowable Required Actual
No. Tension Load T 0T S.F. S.F.
ft lb lb lb lb
T2 175.95(A) 1/2 EHS 2690.00 26900.04 9151.85 16140.00 1.000 1.764
(513)
175.95(13) 1/2 EHS 2690.00 26900.04 9436.18 16140.00 1.000 1.710
(512)
175.95(C) 1/2 EHS 2690.00 26900.04 9430.04 16140.00 1.000 1.712 1/
(508)
T4 120.08(A) 1/2 EHS 2690.00 26900.04 11257.90 16140.00 1.000 1.434
(519)
120.08(B) 1/2 EHS 2690.00 26900.04 11509.40 16140.00 1.000 1.402 1/
(518)
120.08(C) 1/2 EHS 2690.00 26900.04 11512.20 16140.00 1.000 1.402
(514)
T7 60.08(A) 1/2 EHS 2690.00 26900.04 9622.86 16140.00 1.000 1.677 1/
(525)
60.08(B)(524) 1/2 EHS 2690.00 26900.04 9865.38 16140.00 1.000 1.636
60.08(C)(520) 1/2 EHS 2690.00 26900.04 9867.89 16140.00 1.000 1.636
Compression,Checks
Leg Design Data (Compression)
Section Elevation Size L Lu K11r A Mast P. Ratio
No. Stability P.
ft Jt jt in2 Index lb lb +P,
Ti 200-180 P2.5x.276 20.00 3.98 53.6 2.1755 1.00 -14330.30 79372.60 0.181
K=1.00
T2 180-160 P2.5x.276 20.00 3.97 53.3 2.1755 1.00 -16066.60 79511.80 0.202`
K=1.00
T3 160-140 P2.5x.276 20.00 3.97 53.3 2.1755 1.00 -22172.00 79511.80 0.279'
K=1.00
T4 140-120 P2.5x.276 20.00 3.97 53.3 2.1755 1.00 -22827.50 79511.80 0.287`
K=1.00
T5 120-100 P2.5x.276 20.00 3.97 53.3 2.1755 1.00 -28356.70 79511.80 0.357'
K=1.00 V
T6 100-80 P2.5x.276 20.00 3.97 53.3 2.1755 1.00 -28778.40 79511.80 0.362`
K=1.00
T7 80-60 P3x.318 20.00 3.97 42.1 3.1789 0.95 -31314.30 119164.00 0.263'
K=1.00 V
T8 60-40 P3x.318 20.00 3.97 42.1 3.1789 0.95 -33258.90 119357.00 0.279'
K=1.00 V
T9 40-20 P3018 20.00 3.97 42.1 3.1789 0.95 -37578.60 119395.00 0.315`
K=1.00 V
T10 20-8 P3x.226 12.00 3.94 40.8 2.3245 0.94 -36315.50 87222.30 0.416`
K=1.00 S/
T11 8-0 P3x.226 8.19 4.05 41.9 2.3245 0.95 -37682.90 87163.10 0.432'
K=1.00 V
Page
119X-Tower .lob DA02603B 13 of 19
M V Engineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC27513 Client Designed by
Phone:518-669-4428 T-Mobile FAX. Joseph R.
Johnston
P /�P,controls
Horizontal Design Data (Compression)
Section Elevation Sue L L. KUr A P. �P Ratio
No. P.
ft ft ft ln' lb lb 4P.
TI 200-180 1 1/4 3.00 2.77 76.0 1.2272 -6456.43 29336.70 0.220
K=0.71 V
T2 180-160 Ll1/2xl 1/2x3/16 3.00 2.77 73.6 0.5273 -4767.84 12846.90 0.371'
K=0.65 V
T3 160-140 L1 1/2xl 1/2x3/16 3.00 2.77 73.6 0.5273 -5906.17 12846.90 0.460'
K=0.65 V
T4 140-120 1 1/4 3.00 2.77 76.0 1.2272 -6664.50 29336.70 0.227'
K=0.71 V
T5 120-100 LI 1/2xl1/2x3/16 3.00 2.77 73.6 0.5273 -5557.41 12846.90 0.433'
K=0.65 V
T6 100-80 L1 1/2xl 1/2x3/16 3.00 2.77 73.6 0.5273 -4887.37 12846.90 0.380'
K=0.65 V
T7 80-60 L11/2x11/2x3/16 3.00 2.71 72.0 0.5273 -7753.68 13003.90 0.596'
K=0.65 V
T8 60-40 Ll1/2x11/2x3/16 3.00 2.71 72.0 0.5273 -5405.81 13003.90 0.416'
K=0.65 V
T9 40-20 Ll1/2xl 1/2x3/16 3.00 2.71 72.0 0.5273 -7698.27 13003.90 0.592'
K=0.65 V
T10 20-8 L1 1/2xl 1/2x3/16 3.00 2.71 72.0 0.5273 -7093.16 13003.90 0.545'
K=0.65 V
T11 8-0 Lll/2x11/2x3/16 1.48 1.19 31.7 0.5273 -4412.91 16204.80 0.272'
4� K=0.65
1 P u /�P controls
Top Girt Design Data (Compression)
Section Elevation Size L L. KUr A P �P Ratio
No. P
ft fi ft in2 lb lb e.
Tl 200-I80 I 1/4 3.00 2.77 89.0 1.2272 -3229.99 26209.20 0.123
K=0.84 V
T2 180-160 L11/2xl 1/2x3/16 3.00 2.77 113.2 0.5273 -2109.38 8700.19 0.242'
K=1.00 V
T3 160-140 Lll/2x11/2x3/16 3.00 2.77 113.2 0.5273 -2736.79 8700.19 0.315'
K=1.00 V
T4 140-120 I 1/4 3.00 2.77 89.0 1.2272 -4086.90 26209.20 0.156'
K=0.84 V
T5 120-100 L1 1/2x1 1/2x3/16 3.00 2.77 113.2 0.5273 -1445.79 8700.19 0.166'
K=1.00 V
T6 100-80 L1 1/2xl 1/2x3/16 3.00 2.77 113.2 0.5273 -2632.97 8700.19 0.303'
K=1.00 V
T7 80-60 LI 1/2xl 1/2x3/16 3.00 2.71 110.8 0.5273 -3516.30 8953.90 0.393'
Page
t=T,ower Job DA02603B 14 of 19
JAVEngineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX:
Johnston
Section Elevation Size L L. K1/r A P. �P Ratio
No. P.
ft f1 ft in2 lb lb 4p,
K=1.00 I/
T8 60-40 L11/2x11/2x3/16 3.00 2.71 110.8 0.5273 -1485.83 8953.90 0.166'
K=1.00
T9 40-20 L11/201/2x3/16 3.00 2.71 110.8 0.5273 -3523.25 8953.90 0.393'
K=1.00 V
T10 20-8 L1 1/20 1/2x3/16 3.00 2.71 110.8 0.5273 -3885.62 8953.90 0.434'
K=1.00 I/
T11 8-0 Ll 1/20 1/2x3/16 2.97 2.68 109.5 0.5273 -2326.78 9087.63 0.256'
K=1.00
P. /�P.controls
Bottom Girt Design Data (Compression)
Section Elevation Size L L. KI/r A P �P Ratio
No. P.
ft ft ft in2 lb lb 4p.
Tl 200-180 1 1/4 3.00 2.77 89.0 1.2272 4169.58 26209.20 0.159
K=0.84 V
T2 180-160 Ll l/2x11/2x3/16 3.00 2.77 113.2 0.5273 -2687.97 8700.19 0.309'
K=1.00 V
T3 160-140 L1 1/20 1/2x3/16 3.00 2.77 113.2 0.5273 -2322.33 8700.19 0.267'
K=1.00 I/
T4 140-120 1 1/4 3.00 2.77 89.0 1.2272 -1724.47 26209.20 0.066'
K=0.84 V
T5 120-100 L1 1/2x1 1/2x3/16 3.00 2.77 113.2 0.5273 -2786.31 8700.19 0.320'
K=1.00 I/
T6 100-80 Ll 1/2x1 1/2x3/16 3.00 2.77 113.2 0.5273 -3045.95 8700.19 0.350'
K=1.00 I/
T7 80-60 L11/2x11/2x3/16 3.00 2.71 110.8 0.5273 -1246.68 8953.90 0.139'
K=1.00 V
T8 60-40 LIl/2x11/2x3/16 3.00 2.71 110.8 0.5273 -3359.57 8953.90 0.375'
K=1.00 I/
T9 40-20 LIl/2x11/2x3/16 3.00 2.71 110.8 0.5273 -3948.10 8953.90 0.441 '
K=1.00 t/
T10 20-8 L1 1/2x1 1/2x3/16 3.00 2.71 110.8 0.5273 -2567.69 8953.90 0.287'
K=1.00
P. /�P controls
Top Guy Putt-Off Design Data (Compression)
Section Elevation Size L L. KI/r A P. �P Ratio
No. P.
ft ft ft in2 lb lb 4p.
T2 180-160 L2x2x3/8 3.00 2.77 85.4 1.3600 -3087.78 30018.90 0.103T
K=1.00
Job Page
t�t�xTower DA02603B 15 Of 19
J&V Engineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary.NC27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX. Johnston
Section Elevation Size L L Kl/r A P. OP Ratio
No. P.
ft ft inn lb lb V4
Ve
T4 140-120 L2x2x3/8 3.00 2.77 85.4 1.3600 -1911.10 30018.90 0.064'
K=1.00 600,
T7 80-60 L2x2x3/8 3.00 2.71 83.5 1.3600 -3215.13 30513.70 0.105'
K=1.00 600,
1 P. /�P controls
Tension Checks 71
Leg Design Data Tension
Section Elevation Size L L KUr A P. +P Ratio
No. P.
ft ft ft in lb lb OP.
T1 200-180 P2.5x.276 20.00 3.98 53.6 2.1755 6280.69 97897.60 0.064r
T2 180-160 P2.5x.276 20.00 3.97 53.3 2.1755 6279.95 97897.60 0.064'
T3 160-140 P2.5x.276 20.00 3.97 53.3 2.1755 9403.99 97897.60 0.096'
T4 140-120 P2.5x.276 20.00 3.97 53.3 2.1755 9403.24 97897.60 0.096'
T5 120-100 P2.5x.276 20.00 3.97 53.3 2.1755 8518.70 97897.60 0.087'
T6 100-80 P2.5x.276 20.00 3.97 53.3 2.1755 8517.95 97897.60 0.087'
T7 80-60 P3x.318 20.00 3.97 42.1 3.1789 4471.47 143051.00 0.031'
P. /�P controls
Diagonal Design Data Tension
Section Elevation Size L L KUr A P. #P Ratio
No. P.
ft ft ft in' lb lb 4Pg
T1 200-180 2x3/16 4.99 4.60 1020.0 0.3750 6407.28 12150.00 0.527
L/R>500(T)-15
T2 180-160 5/8 4.97 4.59 352.4 0.3068 5825.52 9940.20 0.586600,
T3 160-140 2x3/16 4.97 4.59 1017.3 0.3750 5509.74 12150.00 0.453600,
L/R>500(T)-148
Page
tnxTower DA02603B 16 of 19
J&V Engineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX.•
Johnston
Section Elevation Size L L. Kl/r A P. �P Ratio
No. P.
ft ft ft in' lb lb 6p.
T4 140-120 2x3/16 4.97 4.59 1017.3 0.3750 7371.94 12150.00 0.607
L/R>500(T)-167
T5 120-100 2x3/16 4.97 4.59 1017.3 0.3750 6117.54 12150.00 0.504'
L/R>500(T)-252
T6 100-80 5/8 4.97 4.59 352.4 0.3068 4488.69 9940.20 0.452'
V
T7 80-60 7/8 4.97 4.49 246.3 0.6013 8845.89 19482.80 0.454'
V
T8 60-40 20/16 4.97 4.49 995.4 0.3750 6388.29 12150.00 0.526'
L/R>500(T)-404
T9 40-20 7/8 4.97 4.49 246.3 0.6013 6868.30 19482.80 0.353'
V
T 10 20-8 7/8 4.96 4.47 245.4 0.6013 6642.69 19482.80 0.341'
V
8-0 7/8 4.56 3.97 218.1 0.6013 6939.97 19482.80 0.356'
`P u /�P Controls
Horizontal Design Data Tension
Section Elevation Size L L„ Kl/r A P. �P Ratio
No. P.
ft ft Jt in' lb lb
Tl 200-180 1 1/4 3.00 2.77 106.3 1.2272 248.21 39760.80 0.006
T2 180-160 LIl/2x11/20/16 3.00 2.77 72.7 0.5273 278.28 17085.90 0.016'
T3 160-140 L1 1/2x1 1/2x3/16 3.00 2.77 72.7 0.5273 384.03 17085.90 0.022'
T4 140-120 1 1/4 3.00 2.77 106.3 1.2272 395.38 39760.80 0.010'
T5 120-100 L11/2x11/2x3/16 3.00 2.77 72.7 0.5273 491.15 17085.90 0.029'
T6 100-80 L11/2x11/20/16 3.00 2.77 72.7 0.5273 498.46 17085.90 0.029'
T7 80-60 L11/2x11120/16 3.00 2.71 71.2 0.5273 542.38 17085.90 0.032'
T8 60-40 LIl/2x11/2x3/16 3.00 2.71 71.2 0.5273 576.06 17085.90 0.034'
T9 40-20 L11/2x11/2x3/16 3.00 2.71 71.2 0.5273 650.88 17085.90 0.038'
T10 20-8 L11/2x11/2x3/16 3.00 2.71 71.2 0.5273 629.00 17085.90 0.037'
T11 8-0 LIl/2x11/2x3/16 1.48 1.19 31.3 0.5273 663.93 17085.90 0.039'
V
-tnxTower� Job DA026036 Page17 of 19
J&VEngineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile Joseph R.
FAX.-
Johnston
P /OP.controls
Top Girt De.si n Data Tension
Section Elevation Size L L. Kl/r A P. +P Ratio
No. P
ji ji ft in1 lb lb OP.
Tl l 8-0 L1 1/2xl Vl20/16 2.97 2.68 70.3 0.5273 36.78 17085.90 0._0002
y
1 P /+P controls
Bottom Girt Design Data Tension
Section Elevation Size L L. K!/r A P +P Ratio
No. P
ft ji ji in' lb lb 4P.
T4 140-120 1 1/4 3.00 2.77 106.3 1.2272 213.42 39760.80 0.005 t-
1 P. /OP.controls
Top Guy Pull-Off Design Data (Tension)
Section Elevation Size L L. Kl/r A P. OP Ratio
No. P
ft ft ft in lb lb �Pn,
T4 140-120 L2x2x3/8 3.00 2.77 55.9 1.3600 236.52 44064.00 0._0005
y
1 P w /OP,controls
Section Capacity Table
Section Elevation Component Size Critical P ePQff.w % Pass
No. ft Type Element lb lb Capacity Fail
Ti 200-180 Leg P2.5x.276 1 -14330.30 79372.60 18.1 Pass
Diagonal 2x3/16 15 6407.28 12150.00 52.7 Pass
Horizontal 11/4 17 -6456.43 29336.70 22.0 Pass
Top Girt 1 1/4 6 -3229.99 26209.20 12.3 Pass
Bottom Girt 1 1/4 8 -4169.58 26209.20 15.9 Pass
T2 180-160 Leg P2.5x.276 52 -16066.60 79511.80 20.2 Pass
Diagonal 5/8 102 5825.52 9940.20 58.6 Pass
Horizontal Lll/2x11/2x3/16 68 -4767.84 12846.90 37.1 Pass
Top Girt L1 1/2x 1 1/2x3/16 56 -2109.38 8700.19 24.2 Pass
Job Rage
DA02603B 18 of 19
M V Engineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile
FAX. Joseph R.
Johnston
Section Elevation Component Sue Critical P oP./,. % Pass
No j1 7ype Element lb lb Capacity Fail
Bottom Girt Ll l/2x1 1/20/16 59 -2687.97 8700.19 30.9 Pass
Guy A@175.95 1/2 513 9151.85 16140.00 56.7 Pass
Guy B@175.95 1/2 512 9436.18 16140.00 58.5 Pass
GuyC@175.95 1/2 508 9430.04 16140.00 58.4 Pass
Top Guy L2x2x3/8 510 -3087.78 30018.90 10.3 Pass
Pull-011@ 175.95
T3 160-140 Leg P2.5x.276 103 -22172.00 79511.80 27.9 Pass
Diagonal 20/16 148 5509.74 12150.00 45.3 Pass
Horizontal LIl/2x11/2x3/16 119 -5906.17 12846.90 46.0 Pass
Top Girt L1 1/2x1 1/2x3/16 107 -2736.79 8700.19 31.5 Pass
Bottom Girt Ll l/2x1 1/20/16 110 -2322.33 8700.19 26.7 Pass
T4 140-120 Leg P2.5x.276 154 -22827.50 79511.80 28.7 Pass
Diagonal 20/16 167 7371.94 12150.00 60.7 Pass
Horizontal 11/4 188 -6664.50 29336.70 22.7 Pass
Top Girt 1 1/4 158 -4086.90 26209.20 15.6 Pass
Bottom Girt 1 1/4 161 -1724.47 26209.20 6.6 Pass
Guy A@120.083 1/2 519 11257.90 16140.00 69.8 Pass
Guy B@120.083 1/2 518 11509.40 16140.00 71.3 Pass
Guy C@120.083 1/2 514 11512.20 16140.00 71.3 Pass
Top Guy L2x2x3/8 516 -1911.10 30018.90 6.4 Pass
Pull-0ff@ 120.083
T5 120-100 Leg P2.5x.276 206 -28356.70 79511.80 35.7 Pass
Diagonal 2x3/16 252 6117.54 12150.00 50.4 Pass
Horizontal LI1/2x1`i12x3/16 221 -5557.41 12846.90 43.3 Pass
Top Girt L1 1/2x1 1/2x3/16 209 -1445.79 8700.19 16.6 Pass
Bottom Girt L1 l/2x1 1/2x3/16 212 -2786.31 8700.19 32.0 Pass
T6 100-80 Leg P2.5x.276 257 -28778.40 79511.80 36.2 Pass
Diagonal 5/8 269 4488.69 9940.20 45.2 Pass
Horizontal LI 1/2x I 1/2x3/16 299 -4887.37 12846.90 38.0 Pass
Top Girt LI1/2x11/2x3/16 260 -2632.97 8700.19 30.3 Pass
Bottom Girt L1 1/2x1 1/2x3/16 262 -3045.95 8700.19 35.0 Pass
T7 80-60 Leg P3x.318 308 -31314.30 119164.00 26.3 Pass
Diagonal 7/8 321 8845.89 19482.80 45.4 Pass
Horizontal LIl/2x11/2x3/16 349 -7753.68 13003.90 59.6 Pass
Top Girt L1 1/2x1 1/2x3/16 310 -3516.30 8953.90 39.3 Pass
Bottom Girt L1 l/2x1 1/20/16 313 -1246.68 8953.90 13.9 Pass
Guy A@60.0833 1/2 525 9622.86 16140.00 59.6 Pass
Guy B@60.0833 1/2 524 9865.38 16140.00 61.1 Pass
Guy C@60.0833 1/2 520 9867.89 16140.00 61.1 Pass
Top Guy L2x2x3/8 521 -3215.13 30513.70 10.5 Pass
Pull-0ff@60.0833
T8 60-40 Leg P3x.318 359 -33258.90 119357.00 27.9 Pass
Diagonal 20/16 404 6388.29 12150.00 52.6 Pass
Horizontal LIl/2x11/2x3/16 373 -5405.81 13003.90 41.6 Pass
Top Girt L1 1/2x1 1/2x3/16 361 -1485.83 8953.90 16.6 Pass
Bottom Girt L1 l/2x1 1/20/16 364 -3359.57 8953.90 37.5 Pass
T9 40-20 Leg P3x.318 410 -37578.60 119395.00 31.5 Pass
Diagonal 7/8 454 6868.30 19482.80 35.3 Pass
Horizontal LIl/2x11/2x3/16 424 -7698.27 13003.90 59.2 Pass
Top Girt L1 1/2x1 1/20/16 412 -3523.25 8953.90 39.3 Pass
Bottom Girt LI l/2x11/20/16 415 -3948.10 8953.90 44.1 Pass
T10 20-8 Leg P3x.226 461 -36315.50 87222.30 41.6 Pass
Diagonal 7/8 473 6642.69 19482.80 34.1 Pass
Horizontal L1l/2x11/2x3/16 484 -7093.16 13003.90 54.5 Pass
Top Girt L1 1/2x1 1/20/16 463 -3885.62 8953.90 43.4 Pass
Bottom Girt L1 l/2x1 1/20/16 466 -2567.69 8953.90 28.7 Pass
T11 8-0 Leg P3x.226 494 -37682.90 87163.10 43.2 Pass
Diagonal 7/8 502 6939.97 19482.80 35.6 Pass
Horizontal Ll l/2x11/20/16 499 -4412.91 16204.80 27.2 Pass
Top Girt LIl/2x11/2x3/l6 496 -2326.78 9087.63 25.6 Pass
Summary
Job Page
TOWer DA02603B 19 of 19
M V Engineering Project Date
102 Kempwood Drive,Apt.2B T0023 23:14:03 06/21/12
Cary,NC 27513 Client Designed by
Phone:518-669-4428 T-Mobile
FAX. Joseph R.
Johnston
Section Elevation Component Size Critical P eP.M. % Pass
No. JR 7'pe Element lb lb Opacity Fail
Leg(Tl1) 43.2 Pass
Diagonal 60.7 Pass
(T4)
Horizontal 59.6 Pass
(T7)
Top Girt 43.4 Pass
(T IO)
Bottom Girt 44.1 Pass
(T9)
Guy A(T4) 69.8 Pass
Guy B(T4) 71.3 Pass
Guy C(T4) 71.3 Pass
Top Guy 10.5 Pass
Pull-Off
(T7)
RATIlVG— 713 Pass
Program Version 6.0.0.8-9/7/2011 File:C:/Users/Joseph R.Johnston/Dropbox/Power Analysis/0023-DA02603B(5-23)-JOEJ-Completed/Models/DA02603B
-Rev-G.eri
GENERAL NOTES APPROVED FOR CONSTRUCTION PLANS PREPARED FOR:
1. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE TITLE I SIGNATURE DATE
CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTORS SHALL ISSUE ALL APPROPRIATE NOTICES PROPERTY OWNER OR REP.:
AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY T
■ ■ ■ R.F. MANAGER:
PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.
2. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY Mobi e LAND USE PLANNER:
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. ZONING & REAL ESTATE.:
3. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, OPERATIONS:
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE SITE MODERNIZATION CONSTRUCTION MANAGER:
DRAWINGS.
THE FOLLOWING PARTIES HEREBY APPROVE & ACCEPT THESE DOCUMENTS &
4. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH AUTHORIZE THE CONTRACTOR TO PROCEED W//77HE CONSTRUCTION DESCRIBED
MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SITE NAME HEREIN. ALL DOCUMENTS ARE SUBJECT TO f2EVIEW BY THE LOCAL BUILDING
DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS.
5. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE Q M
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE FW SO SIDE S E RV CENTER SHEET INDEX
CONTRACTOR.
T1 TITLE SHEET � V)
6. THE SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS EXISTING 200' GUYED TOWER C1 OVERALL SITE PLAN
� P.
COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED
SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION, C2 ENLARGED SITE PLAN ��01 W
7. THE SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. SITE NUMBER C3 EQUIPMENT PLAN BEFORE AFTER)
B. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING C4 ELEVATION & ANTENNA PLAN BEFORE AFTER U
ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWING MUST BE DA02603B C5 FRFDS SCHEDULE 3
VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO
04
ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. G4
C6 NSN CONFIGURATION DIAGRAM
9. ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF E1 POWER TELCO FIBER SITE PLAN
ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK MLA SITE NUMBER
THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED G1 GROUNDING PLAN
TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS.
SITE ADDRESS
4100 COLUMBUS TRAIL
FORT WORTH,TX 76123
DRIVING DIRECTIONS BUILDIING CODES PROJECT TYPE
DEPART 7668 WARREN PKWY, FRISCO,TX 75034 ON WARREN PKWY(WEST) FOR 0.3 MI.TURN LEFT(SOUTH) ONTO DALLAS PKWY ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT LTE SITE MODERNIZATION TO EXISTING 200' GUYED TOWER, UNMANNED COMMUNICATION EQUIPMENT
FOR 1.0 MI. TURN RIGHT(WEST) ONTO RAMP FOR 54 YDS. ROAD NAME CHANGES TO TX-121 FOR 0.6 MI. KEEP LEFT ONTO RAMP EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN
FOR 0.3 MI. *TOLL ROAD$ MERGE ONTO SR-121 (SR-121 TOLL) FOR 12.9 MI.STAY ON SR-121 (WEST) FOR 4.6 MI.TAKE RAMP THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. BELOW.
(RIGHT) ONTO SR-114[SR-121] FOR 2.5 MI. KEEP LEFT ONTO SR-121 FOR 12.8 MI. MERGE ONTO 1-820 [SR-121] FOR 0.7 MI. BUILDING/DWELLING CODE: IBC 2009 ELECTRIC CODE: NEC 2008 PLANS PREPARED BY:
KEEP LEFT ONTO SR-121 FOR 7.1 MI. TAKE RAMP (LEFT) ONTO 1-35W[US-287] FOR 6.7 MI. AT EXTT 45A,TURN RIGHT ONTO STRUCTURAL CODE: IBC 2009 FIRE & SAFETY CODE: IFC 2009
RAMP FOR 0.5 MI.TAKE RAMP (LEFT) ONTO 1-20[I-820] FOR 1.6 MI.AT EXR 435,TAKE RAMP (RIGHT) ONTO SW LOOP 820 FOR PLUMBING CODE: IPC 2009
(EAST)
MI.TURN LEFT(SOUTH) ONTO MCCART. T FOR 2<0 (SI. TURN RIGHT(WEST) ONTO W OR 142NE S. FOR 1.1 MI.TURN LEFT MECHANICAL CODE: IMC 2009 THESE DRAWINGS ARE SCALED FOR 24"x36"SHEETS CLS rogp
(EAST) ONTO LONGMFADOW WAY FOR 0.1 MI. TURN RIGHT(SOUTH) ONTO LOCAL ROAD(S) FOR 142 YDS.ARRIVE DA02603B
ENLARGED VICINITY MAP VICINITY MAP PROJECT SUMMARY.- CONTRACTORS: 609 S. KELLY AVENUE, STE. D
•- t�' 1 � EDMOND, OK 73003
A `je " HW*oryCreeke, SITE TYPE A&E CONTRACTOR: PH: (405) 348-5460
L4keoaua
t ._ q 4 7h0 : FAX:(405) 341-4625
. EXISTING GUYED TOWER WITH RELATED UNMANNED CLS GROUP
fo. <.�� a f"a a L:tt1A Colony:'`_ Y � JustintY/K'dw4;YUir a COMMUNICATION EQUIPMENT AT BASE OF TOWER EDMOND, OK 3V 03STE D COA F13220
t#ghlanavilage SITE INFORMATIONJAMES W MCCOY cu ti 41,
a
r y ¢ 405 348-5460 w
SEAL.
®QUkieOa o gtivlxVille LATITUDE: (NAD 83 0 32.6294 1�g, .F ®a„a,eortl®my c,D
N N 1 LONGITUDE: (NAD 83) -97.3803 9:3 r g
GROUND ELEVATION: 817 AMSL
i► �, ,= �. 1,
Mound JURISDICTION: FORT WORTH
_ `fa ; •eerwao�enat s t,<*'a.: cLd,i; �i
Trgphy�1Ub J f�f OCCUPANCY TYPE: UNMANNED , 1
vvNln .ta& 2z _., N/A fi Q11 iYr4E1 E� t ° "i tl
CURRENT ZONING:
70Jf � n• ? G1 CONSTRUCTION TYPE: GUYED TOWER/COLD ��aal3twia®wa=s,aplras3meYYY'ais
:( ` cOPpWI Carrnittn Ric 85r
,t »' `K southlak / APPLICANT:
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s f _ M (�t.g (� S4
o P F.d;�0 6L3�..: 1EB i � 43773 �� -
e,uY
� 7668 WARREN PARKWAY
_ �. ) .. FRISCO, TEXAS 75034
-�-+ .J1VG74 7r0w+ Cglirsyg111a ,F" * `,Et»r ranch CONTACT: QUIN CHILDRESS
3" 3tY$�t1 p� q < PHONE: (972) 464-3479
N l Watauga 261 '�' f Ton PE# 6 03/31/20 5235 EXP. 13
? havv� altbc aund Florth -
f Yi j�,il.� j,� s, o ( ' LANDLORD: SITE INFORMATION'
t l�c(Iwr� _� _ __4. } RlChlarid 1 all CITY OF FORT WORTH, TEXAS
- CSC..__ _ alit: -ura Be rd ,H FW SO SIDE SERV
# - 8 } 1000 THROCKMORTON
Rlch d FORT WORTH TX 76102
_
Hatto city I1il.s �rvingo CENTER
-Tr � a1 c els T DA02603B
�d. Fort Worth �y `121 • ! f Em i S ,J 4100 COLUMBUS TRAIL
a {/
�. '-"' tiiVu!t7AkS ',..-.- ., 43d0} I .x1'{,� t .....?:=.r•...>j.,,r-,` FORT WORTH,TX 76123
k ONE CALL
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4J�1 t{ry y`( ^ / i A j. 37 — _ i a R t&N f [ , Arlin t1 i Gt riil Pfdiri �Cock�ep H11 ` NO DATE S. DESORFgM
f Y�1.7' - t#U1Rago '1 A 5 16 12 PREIIYIRARY ISSUE
'4 • 0 3 30 12 ISSUE FOR CONSTRUCTION
1
1 0 11 12 REVISION
Lam 2 9/10/12 REVISION
FjFjFj999 iii I ? DA026038 Vtbn t� i� ��'T A 1
32,6294 •97,3e03
CALL TEXAS811
d cult a I Ouncanvill, ITITLE SHEET
t V 16 a Kennel le o ONE CALL-DIAL 811
a'= 5� e ti52) joeFr�oitk - - CALL 3 WORKING DAYS
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, L — BEFORE YOU DIG
Cedar DESp A FP
1 :` _ IldsOfOG Ct1Ed(EO Tir:TKF l anc 1-800-245-4545
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PLANS PREPARED FOR:
■
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F-1 pW 0
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■
LONGMEADOW WAY
o
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EXISTING BUILDINGS m
EXISTING 200' o BRIDALWREATH DR
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❑ DA02603B SITE �j n PLANS PREPARED BY:
z
X
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CLSGroup
EXISTING BUILDINGS 609 S. KELLY AVENUE, STE. D
BEE TREE LN EDMOND, OK 73003
PH: (405) 348-5460
O FAX:(405) 341-4625
COA F13220
_EXK:a'3_te�013
SEAL:
o
1
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COLUMBUS TRAILcn vRad9at+ocrsaat�oeaoe®a�8z a+�'
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$ 5-3 +t
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PE, 85235 EXP.1103/31/2013
SITE INFORMATION:
FW SO SIDE SERV
CENTER
DA02603B
4100 COLUMBUS TRAIL
FORT WORTH,TX 76123
REVISIONS:
No. DATE I oEscwvnoN
A 5 16 12 PREIMINFITY ISSUE
�j 0 5 30 12 ISSUE FOR CONSIRUCNON
t 1 6 11 12 RENSION
2 6/16 12 REMS12N
S
Q OVERALL N SITE PLAN IRMSION:
OVERALL SITE PLAN aT— SHEET
NOR H ^ I�
SCALE: N.T.S. (4.12'E) � `v_ I
TRUE NORTH _.
o CHEtl(m9Y:TKF
PLANS PREPARED FOR:
EXISTING 200'
GUYED TOWER
EXISTING ICE BRIDGE +
+ +
+ + + +
+ + 30
+ + + +
+ + +
+ + +
+ + EXISTING T—MOBILE
a
+ + ICE BRIDGE (z ,
+ + 0
+ + 1
+ + � 3 �
+ + EXISTING T—MOBILE w
+ + + 10'x15' CONCRETE o
+ + PAD
t+++, ems,, •a,:�aa't•y'6 4/ ■
+ + EXISTING-
BTS
CABINET
+ + EXISTING T—MOBILE
UTLITY RACK
t t G
PLANS PREPARED BY:
+ t
++++y EXISTING CL1J lJrottp
. BTS ..CA
+ <
+ + CABINET •'`.:
+ + I 609 S. KELLY AVENUE, STE. D
+ + " 'f",A.� EDMOND, OK 73003
EXISTING BUILDING F + + :' PH: (405) 348-5460
+ + FAX:(405) 341-4625
+ + EXISTING T—MOBILE
} CABINET TO BE
+ + '.•; ",6° 't °[`` EXISTING FENCE COA F13220
+ + �'` `: REMOVED
i• i riXi ' 1� 01:
1
+ + + + EXISTING
+ + + + CABINET
N N ;�4 Na+.a slo+io aw �r4: �I
I 7 IOT PRANCE ?i
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2
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4'-1 10'—O" 4'-4"
n
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18'-5" PEA! 85235 EXP. 03/31/2013
SITE INFORMATION:
N
FW SO SIDE SERV
CENTER
3 DA02603B
4100 COLUMBUS TRAIL
FORT WORTH,TX 76123
REVISIONS:
NO. DATE I DESCRIPTION
A 3 18 12 PREUMIMIW ISSUE
0 3 30 12 ISSUE FOR CONSIRUC110N
U
1 3 11 12 RENSION
2 8 18 12 REVISION
rn
Q ENLARGED SITE PLAN
ENLARGED SITE PLAN IV NEM
m NORTH
SCALE: _ c4.12'E) SNEEf NVMBEIt/� IREVkWN:
0' 6' 1' 4' 5' TRUE NORTH ^-)
DESIGNER FP V L
oCHECIOD a1:7xF
0
PLANS PREPARED FOR:
■
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O O a
c4
■ � w
2'-10" 3'-9" 3'-5" 2'-10" 3'-9" 3'-5"
■
+ + + +
+ + + ■
`+ + •E _ *:< ,'®. vG' .Ate
EXISTING T—MOBILE i + ' <' EXISTING T—MOBILE + + ' *' ■
ICE BRIDGE + + 4Y: .;d;.!' 'd� ICE BRIDGE +
d.
+ + EXISTING 4, e.°:. EXISTING
I BTS �4' •;, + + CABINET ; '•''BTS .4 + PLANS PREPARED BY:
+ + CABINET Y.• - ,
+ + PROPOSED T—MOBILE 8 ®4 a _
+ EXISTING T—MOBILE HIGH CAPACITY HYBRID - t t EXISTING TUTILITY RACK MOBILE
s• ' y; UTILITY RACK CABLE d.' s °y 4,Y' CLS r ou
+ + a y A. O + .�; J O
t, '44•••4•®. A"
"• O ♦: 4�, a a, O 609 S. KELLY AVENUE, STE. D
4,' ; a 4,' �;" EDMOND, OK 73003
< •..4- ! PH: (405) 348-5460
+ + `"I ♦ + aT ..'4� `.r FAX:(405) 341-4625
EXISTING T—MOBILE + t + + A.,e•.. • '. COA F13220
CABINET TO BE 3 �.
REMOVED m °
+ + EXISTING + + "
r E a t
E + + CABINET .,.q.. •t .j %. `. .. SEAL: ymao:asn�'^" 't:
+ + aA: - .•.±•t.Y°.a V,4..� + +• <.a: PROPOSED d"
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+ CABINET ,<
BTS
+ + a'� •>' ,d>' + + •d9 - 'i' A>" 9�lfkA9VIf>Y 9 NY3.- !!fit'1
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+ + EXI + FLEXI
N CABINET CABINET FW SO SIDE SERV+ + ++ + +7+ + + + A +
CENTER
sk
d°•. 4:
a.' _.' DA026036
4100 COLUMBUS TRAIL
FORT WORTH,TX 76123
EXISTING T—MOBILE 4'-5" 2'-2" S-5" EXISTING T—MOBILE 4'-5" 2'-2" 3'-5"
10'x15' CONCRETE 10'x15' CONCRETE REVISIONS:
`i PAD PROPOSED HYBRID JUMPERS -
PAD NO. DATE I OESCRIPfpN
BOTTOM COVP A 6 18 12 PRELIMINARY ISSUE
0 D 30 12 ISSUE FOR CONSTRUCTION
1 B 11 12 REVISION
Z 2 6 18 12 REVISION
EQUIPMENT PLAN
(BEFORE/AFTER)
SHEET NWOM: JR"SM*
EQUIPMENT LAYOUT (BEFORE) EQUIPMENT LAYOUT (FINAL) —N-C //w�— 1A(
(4N�E) 2 I4No1R2 E DESIGNER: FP V J
1 SCALE: TRUE NORTH SCALE: . TRUE NORTH 7KF
0 0' 6" V 2' 3' 0' 6' 1' 2' 3'
EXISTING ANTENNA PUNS PREPARED FOR:
TOP OF TOWER
ELEV = 200
u
zoo zoo z(o
•
FM=4
MOBILE PANEL ANTENNAS:
SE
SECTOR A, 0' ® 130' RAD CENTER
SECTOR B, 120' ® 130' RAD CENTER
SECTOR C, 240' ® 130' RAD CENTER l'�h O o1 on
EXISTING/PROPOSED GPI
T—MOBILE ANTENNA
ELEV =130' EXISTING AWS/PCS J 3
7MAs FOR GSM & `;.� � w
UMTS
TOWER AND TOWER FOUNDATION IS DESIGNED, ,__ = f ■
FABRICATED, INSTALLED/ERECTED UNDER SEPARATE 'G
CONTRACT; AND IS NOT PART OR CONSIDERED OR .�49\4� / e��/Sp/
IMPLIED IN ANYWAY TO BE PART OF THIS CONTRACT. F 2hG 4A LMc ■
TOWER IS SHOWN FOR ILLUSTRATION ONLY AND FOR \ / 720TS
LOCATION OF APPURTENANCE(S).
v
PROPOSED 175' LG. HIGH CAPACITY
HCS HYBRID 1 1/4" CABLE ROUTED mmq
ON TOWER. SECURE CABLE
WITH EUPEN LACE UP HOISTING '(\NGS4 F
GRIP(#HG114) MGN GP�p 2A0 2 k/ScYG
N m PLANS PREPARED BY:
3 ANTENNA LAYOUT (EXISTING) TRUE NORTH
c<',z E>
SCALE: N.T.S. CLSoLtp
EXISTING (18) 7/8"0 COAX
LINES
NEW, EXISTING RF RRU RE: C5 609 S. KELLY AVENUE, STE. D
FOR TYPE AND QUANTITY EDMOND, OK 73003
EXISTING 200' GUYED TOWER PH: (405) 348-5460
EXISTING FAX:(405) 341-4625
PIPE
JUMPER CABLES MOUNT COA F13220
o rn rn ,
E No a F=a'o o=¢'o EXISTING MONOPOLE SEAL-
0 ,
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w f a EXISTING 3 SECTOR DUALBAND
IL MOUNT UMTS/AWS
TOWER AND MOUNT ANALYSIS PERFORMED BY TMAS h
OTHERS. MOUNTING DETAILS FOR PLACEMENT &
N POSITIONING ONLY. NEW KIT W/4'SPIPE MOUNT ECTOR TER , �� I. Ag€g; if
QUAD QUAD QUAD / 4P�
—— QUAD VALMONT PART #BI865 f
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AWS/PCS TMAs FOR QUAD `` / PROPOSED 1 FXFB FOR o
UMTS (TYP.) / GSM/UMTS PCS PER SECTOR
SITE INFORMATION:
QUAD e/SJ/N 4 fl FW SO SIDE SERV
4t Sib 6 q?\�q
G
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PROPOSED T—MOBILE Z, % G' DA02603B
EQUIPMENT ON EXISTING CONC. PROPOSED FRIG FOR LTE �,C PROPOSED HYBRID
4100 COLUMBUS TRAIL
SLAB AWS (1) PER SECTOR QUAD POWER/FIBER JUMPERS PER
FORT WORTH,TX 76123
RADIO RRU
EXISTING CHAINLINK FENCE
( ) EXISTING UPPER
`i EXISTING T—MOBILE 0 p ANTENNA REVISIONS:
a, ANTENNA FRAME O S eOp S GROUND BAR JUMPER CABLES NO �� uEscRwrioN
Q Gpl1 QUAD <lF-0 Fp 0 S 30 12 �xFOR COxsrRuORON
0 q NEW TOP COVP
v GS�•lo`!AtSSUE
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MAXIMUM 12'-0" FROM 8 18 12 REVISION
m RF MODULE TO COVP
66� HYBRID CABLE
VI I I NM,ETIC (POWER/FIBER) ELEVATION&ANTENNA
PLAN BEFORE/AFTER
TOWER ELEVATION ANTENNA LAYOUT (PROPOSED FINAL) TRUE NORTH (4 ,2 E, ANTENNA/RRU MOUNT DIAGRAM-OPTION 2 : SH xV.B : IRMSKM:
SCALE: N.T.S. 2SCALE: N.T.S. 4 SCALE: N.T.S. ooKK+� FP �jQ1
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- __-_._—.�.__._.—..__._..__—_.__ !.__...____..___._. _F!ia'e!r"!�ASS#_..'�4 _ ._..._— ..._._.__ .....
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EDMOND, OK 73003
Uyt la cabN ceMgl eYm(cIY Lenp — PH: (405) 348-5460
'�-- —'--------- ---- ------------.. ....— --- --...— —----- FAX:(405) 341-4625
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PE# 85235 EXP. 03/31/2013
SITE INFORMATION:
FW SO SIDE SERV
DETAILS ON THIS SHEET ARE PROVIDED BY OWNER CENTER
s AND REPRODUCED ON THIS SHEET AS REQUESTED DA02603B
BY OWNER
s
4100 COLUMBUS TRAIL
FORT WORTH,TX 76123
REVISIONS:
NO. DATE I DESCRIPTION —
A 5 18 t2 PREUYIRAAY ISSUE
0 5 30 12 ISSUE FOR CONSTRUCTION
U
8 11 12 REVISION
Z 2 8/18 12 REVISION
FRFDS SCHEDULE
1 FRFDS SCHEDULE SHFFTNUYBEt: JR111]
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SCALE: N.T.S. E N°�A.FCNECREO BY:
a
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PLANS PREPARED FOR:
REMOTE RADIO HYBRID CABLE
_ 5.42 [137.6]
m
77-
19 Eh
13.07 [332.1] W 0
4 CABLE DETAIL
SCALE: N.T.S. [MM]
O O O O O INCHES
NOTE:
DETAILS ON THIS SHEET ARE PROVIDED BY OWNER
AND REPRODUCED ON THIS SHEET AS REQUESTED
BY OWNER
NSN Configuration 1B ASU9337TYPOl (RNSDC-2635-PF-48)
Tower-Top RRU for Fragmented PCS Spectrum Markets OVERVOLTAGE PROTECTION & FIBER MANAGEMENT BOX .
(Anlonr+a anti cabiin{)of one cello!shove)for cla,ity)
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SCALE: N.T.S. PLANS PREPARED BY:
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LTF UNITS LJMTS �., 609 S. KELLY AVENUE, STE. D
'ArnnN) Tar?a�� (Arpnr) EDMOND, OK 73003
18.86 [479]1 PH: (405) 348-5460
- - FAX:(405) 341-4625
16.08 [408]4 COA F13220
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SITE INFORMATION:
FW SO SIDE SERV
CENTER
v p
DA02603B
4100 COLUMBUS TRAIL
TO ORDER GLAND KITS FOR COAX REUSE:
ur- 'T� li Lw+U FORT WORTH,TX 76123
1 NSN ORDER NUMBER RAYCAP ORDER NUMBER GLAND KIT - INSTALLATION TYPE REVISIONS:
awe UMT� �I i.TE NO. RATE OESCRIPf10N
ASU9338TYP01 RNSNDC-7771-PF-48 ROOFTOP COAX REUSE STINGER
_ ( ) (STINGER) A 5 IB 12 PRWMINA iY ISSUE
MA
nweuMra: esMu FOR USE WITH NSN STANDARD 60 KA COVP 0 5 JO 12 ISSUE FOR CONSTRUCTION
rNt4 all `L9':- i 6/11/1
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ORDER ONE KIT PER NSN STANDARD COVP AND 3 ROOFTOP SECTOR COVP PAIR z ION
s to 1z REnsloN
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I
N ssMe •�wr� ��rr i r ASU9338TYP01 (RNSNDC-7771-PF-48)
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DIAGRAM
N NSN CONFIGURATION DIAGRAMS DC SURGE PROTECTOR FOR RRH/RFM (HIGH CAPACITY JUNCTION BOX) s �cV
SCALE: N.T.S. 3SCALE: N.T.S.
CNEQlED 6I:TKF
0
ELECTRICAL NOTES. PLANS PREPARED FOR:
1. ALL WORK IS TO COMPLY WITH THE ■
LATEST EDITION OF THE NATIONAL
ELECTRIC CODE (N.E.C.) AND ANY
LOCAL ORDINANCES, CODES, AND ALL
OTHER ADMINISTRATIVE AUTHORITIES
HAVING JURISDICTION. THE
CONTRACTOR SHALL FURNISH AND
PAY FOR ALL PERMITS AND RELATED
FEES.
2. ALL EQUIPMENT AND MATERIAL ¢ o
FURNISHED AND INSTALLED UNDER 1n
THIS CONTRACT SHALL BE + +
UNDERWRITERS LABORATORIES (U.L.) + + + O z
LISTED, NEW, FREE FROM DEFECTS,
AND SHALL BE GUARANTEED FOR A + "r: .` e• t. ` "- "� ` W F"
PERIOD OF ONE YEAR FROM DATE OF
FINAL ACCEPTANCE BY OWNER OR HIS + + ;.: •: '..,'
REPRESENTATIVE. SHOULD ANY + +
TROUBLE DEVELOP DURING THIS + + ;•;1 "°Y`"•' �;;~- ..: ■ k'
PERIOD DUE TO FAULTY EXISTING T—MOBILE + +
WORKMANSHIP, MATERIAL OR ICE BRIDGE + EXISTING "•.;' "``•
EQUIPMENT, THE CONTRACTOR SHALL ers :''" ' " ■
FURNISH ALL NECESSARY MATERIALS + + . CABINET : ; ' w••;,'
AND LABOR TO CORRECT THE
+ +
TROUBLE WITHOUT COST TO THE + + ■
OWNER. : �'.: ,' :•'.
O EXISTING T—MOBILE
3. ALL WORK SHALL BE EXECUTED IN A O UTILITY RACK ■
WORKMAN LIKE MANNER AND SHALL + °+ ' A:.•°
PRESENT A NEAT MECHANICAL + +
+ +
APPEARANCE WHEN COMPLETED. PROPOSED LOW
CONTRACTOR SHOULD AVOID DAMAGE CAPACITY HYBRID + + . .g.� .: �", '•..:'. �,. PLANS PREPARED BY:
TO EXISTING UTILITIES WHEREVER CABLE + +
POSSIBLE. THE CONTRACTOR SHALL + +
BE RESPONSIBLE FOR ALL CUTTING + REUSE EXISTING OCLSCirottp
AND PATCHING RELATED TO + a: PROPOSED
•.; . •. ..
ELECTRICAL WORK, AND SHALL ° eeu _" POWER AND TELco
RESTORE ALL EXISTING LANDSCAPING, + CABINET : •a CONDUITS 609 S. KELLY AVENUE, STE. D
+ �- :.';, ��,t"`, EDMOND, OK 73003
SPRINKLER SYSTEMS, CONDUITS, + '�.,• PH: (405) 348-5460
WIRING, PIPING, ETC. DAMAGED BY d FAX:(405) 341-4625
THE ELECTRICAL WORK TO MATCH + + °a '. ,." '' ' ; '` •'•:. ° (N) POWER &
EXISTING CONDITIONS. • `f ;
F :° .:. ,; :,. TELCO CONDUITS
COA F13220
+ + •'w I < : ' FROM (E) FCOA
4. ELECTRICAL WORK SHALL INCLUDE, + + :�3•' *a;';.�• �' CABINET sEAL:" ' ,
BUT NOT BE LIMITED T0, ALL LABOR,
+MATERIALS AND EQUIPMENT REQUIRED + + + �';: .,;',:'',_A..,
EXISTING T—MOBILE ;
TO COMPLETE ELECTRICAL POWER +
10'x15' CONCRETE + `'®, •`,�.
AND LIGHTING SYSTEMS, TELEPHONE, PAD + EXISTING m'°.d, a eaaasasVsea tae . »YJ
" AND COMMUNICATION SYSTEMS, PANEL + + FLEXI "7 OTHY i
o CABINET+ t+ao ksa�cwMsraR♦o}.eEesl'y.s,
BOARDS, CONDUITS, CONTROL WIRING, + + -"s
GROUNDING, ETC. AS INDICATED ON L�! + + ` 235
ELECTRICAL DRAWINGS AND/OR AS + ,;+®•. : °°¢r
REQUIRED BY GOVERNING CODES. `'�- . '
,4 �
5. PRIOR TO INSTALLING ANY ELECTRICAL
WORK, THE CONTRACTOR SHALL VISIT PROPOSED BOTTOM PROPOSED HYBRID PEA 85235 EXP. 03/31/2013
THE JOB SITE AND VERIFY EXISTING coup JUMPERS
SITE LOCATIONS AND CONDITIONS AND SITE INFORMATION:
UTILITY SERVICE REQUIREMENTS OF FW SO SIDE SERV
THE JOB, AND BY REFERENCE TO
ENGINEERING AND EQUIPMENT CENTER
SUPPLIERS DRAWINGS. SHOULD THERE DA02603B
BE ANY QUESTION OR PROBLEM 4100 COLUMBUS TRAIL
o
CONCERNING THE NECESSARY FORT WORTH,TX76123
PROVISIONS TO BE MADE, PROPER
DIRECTIONS SHALL BE OBTAINED NO. D!�NS: DESCRIPTION
BEFORE PROCEEDING WITH ANY WORK, A 5 18 12 PRELIMINARY ISSUE
0 S 30 12 ISSUE FOR CONSIRIICRON
U
I 8 11 12 REVISION
6. PROVIDE POWER AND TELEPHONE TO 2 8 18 12 REVISION
SERVICE POINTS PER UTILITY
COMPANY REQUIREMENTS. O\ WER/TELCO/FIBER
N CONTRACTOR SHALL CONTACT UTILITY PROPOSED UTILITY PLAN WGNEn
SERVICE PLANNERS AND OBTAIN ALL SITF PLAN
'.+oR� SHEET NUMBER: REVS ON:
SERVICE REQUIREMENTS AND INCLUDE SCALE: (4°12 E)
o s r z a TRUE NORTH El
COSTS FOR SUCH IN THEIR BID. - 'l
�� FP
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G CNEC%ED EM.TXF
PLANS PREPARED FOR:
I.
3 M
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+ + o
+ :
+ +
EXISTING T—MOBILE
t
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+ + CABINET A °A
+ + �.
+ +
Em
+
PROPOSED LOW + { A EXISTING T—MOBILE
CAPACITY HYBRID <6.` ° x' %e' ,+.'A� 0 UTILITY RACK
CABLE
Ar
• + . PLANS PREPARED BY:
A � eaa
REUSE EXISTING + + + + 'v;•+ ! •.`; CLSol�p
GROUND WIRE
+ :s •' 609 S. KELLY AVENUE, STE. D
+ ,a: PROPOSED ~.:. EDMOND, OK 73003
BBU ®' PH: (405) 348-5460
CABINET FAX:(405) 341-4625
COA F13220
" SEAL:
+ +
.a'..•, IIdMAaa��ba o rase. •94: °1
+ III OTHY KEI H FP,/ `'v" L �1
EXISTING ''a" `,�•+P. �aaa IsedAowvsro9oocr>Ead,lrva &+�&_'�
il{ > 2 sF
+ + FLEXI
+ CABINET 'Ti *
PROPOSED BOTTOM F + + I + ' ♦;a'i e � .� s�aq¢s'�
COVP
v PEA 85235 EXP. 03/31/2013
SITE INFORMATION:
EXISTING T-MOBILE -'-•-' -'- •-'-•-' FW SO SIDE SERV
v 10'x15' CONCRETE
v PAD COPPEREWIRE TO REXISTING CENTER
GROUNDING SYSTEM, TYP. DA026036
3 4100 COLUMBUS TRAIL
FORT WORTH,TX 76123
REVISIONS:
NO. 617E I DESCPoPIION —
A 5 IS 12 PRELIMINARY ISSUE
5 30 12 ISSUE FOR CONSTRUCNON
t
t fi 11 12 REVISION
2 6 t5 12 REVISION
GROUNDING PLAN GRouNDUNGH UBM PLAN
MACNEnc
SCALE: (4N E) DESIGNER FP
D' s' t' 2' 3' TRUE NORTH .E.,m ar.TKF Gl
a
0
CITY SECRETARY
CONTRACT NO.
CITY OF FORT WORTH
COMMUNICATIONS FACILITY LEASE
(EXISTING COMMUNICATIONS TOWER)
This COMMUNICATIONS FACILITY LEASE'("Lease") is made and entered into by
and between the CITY OF FORT WORTH ("Landlord"), a home rule municipal corporation
situated in portions of Tarrant and Denton Counties, Texas, acting by and through Charles
Boswell, its duly authorized Assistant City Manager, and COOK INLETNOICESTREAM
PCS, L.L.C. ("Tenant"), a Delaware limited liability compan acting by and through
Q-�M's [4Att� , the duly authorized'bg�IDMA D i of VoiceStream PCS
BTA I Corporation, Inc., a Delaware corporation and Tenant's duly authorized agent.
Recitals
The following statements are true and correct and form the basis of this Lease:
A. Landlord is the owner in fee simple of a parcel of land located in the City of Fort Worth,
Tarrant County, Texas ("Owned Premises"), as shown in Exhibit "A", attached hereto and
hereby made a part of this Lease for all purposes.
B. Landlord owns a self-supporting tower ("Tower") located on the Owned Premises and
owns and operates certain communications facilities on the Tower.
C. Tenant wishes to lease from Landlord, and Landlord is willing to lease to Tenant, a
portion of the Owned Premises and space on the Tower as described in this Lease in order to
enable Tenant to erect, operate and maintain certain communications equipment of Tenant, on
terms and conditions set forth herein.
Agreement
NOW, THEREFORE, in consideration of the benefits, promises and mutual covenants
contained herein, and for other good and valuable consideration, the receipt and adequacy of
which is hereby acknowledged by both Landlord and Tenant, Landlord and Tenant agree as
follows:
1 LEASED PREMISES.
Landlord hereby leases to Tenant and Tenant hereby leases from Landlord the following
portions of the Owned Premises:
1.1. Space on the Tower for Tenant's directional or omni antennae, connecting cables
and related appurtenances ("Antennae Facilities") as depicted on Exhibit "B", attached
hereto and hereby made a part of this Lease for all purposes;and
Y { '
1.2. Space on the Owned Premises for Tenant's equipment shelter ("Equipment
Shelter"),power and any necessary utilities, as shown on the Site Plan attached hereto as
Exhibit"C" and hereby made a part of this Lease for all purposes.
All portions of the Owned Premises that are leased to Tenant under this Lease shall hereinafter
be referred to as the"Premises".
2. TERM OF LEASE.
2.1. Initial Term.
Unless terminated earlier as provided in this Lease, the initial term of this Lease
shall be five (5) years, commencing on the date of execution ("Effective Date") and
expiring at 11:59 P.M. on the fifth anniversary of the Effective Date("Initial Term").
2.2. Renewal Terms.
Unless Landlord or Tenant exercise a termination right as provided in this Lease
prior to the expiration of the Initial Term, and provided that Landlord, in its sole
discretion, wishes to lease the Premises at the time, Landlord shall give Tenant two (2)
consecutive rights of first opportunity to renew its lease of the Premises, on terms and
conditions and at rental rates prescribed by Landlord at the time, for two (2) additional
consecutive terms of five(5)years each(each a"Renewal Term"). In order to have this
priority, Tenant shall provide Landlord with written notice of its desire to continue to
lease the Premises not less than ninety (90) and not more than one hundred twenty (120)
days prior to the expiration of the term then in effect. If Tenant fails to lease the
Premises in accordance with these procedures for the first Renewal Term following the
Initial Term, or if this Lease is terminated during the first Renewal Term, Tenant shall
simultaneously forgo its right of opportunity to lease the Premises for a second Renewal
Term.
2.3. Holdover.
If Tenant holds over after the expiration of any term of this Lease, this action will
create a month-to-month tenancy. In this event, for the holdover period, Tenant agrees to
pay Landlord one hundred fifty percent (150%) of the rent it was paying to Landlord
during the last month of the previous term of this Lease. Any month-to-month tenancy
shall be subject to all other terms and conditions of this Lease.
3. RENT.
Rent for Premises.
Tenant shall pay Landlord as annual rent for the Premises the sum of Twelve
Thousand Dollars ($12,000) for the first antenna placed on the Premises and One
Thousand Two Hundred Dollars ($1,200) for each subsequent antenna that Landlord
allows Tenant to place or install on the Premises, subject to the adjustments described in
Section 3.2 and provided that Landlord gives Tenant advance written consent to install
any additional antennae or other facilities on the Premises. If Tenant's Antennae
Facilities consist of an array or interconnection of antennae,Landlord shall determine, in
Landlord's sole discretion and judgment and consistent with Landlord's previous
decisions in similar situations, whether such Antennae Facilities consist of one antenna or
more than one antenna. Nothing in this Lease shall grant Tenant the right to place or
install additional facilities or equipment on the Premises without Landlord's advance
written consent.
3.2. Adjustments to Rent.
Rent hereunder shall increase on October 1 st of each year, beginning October 1,
2000,by three percent(3%)over the previous year's rent.
3.3. Due Dates.
The due dates for payment of rent under this Lease are established in accordance
with Landlord's fiscal year, which begins on October 1st of a given year and ends
September 30th of the following year ("Fiscal Period"). Therefore, all annual rent
payments shall be due in full, at the appropriate address for Landlord set forth in Section
24 of this Lease, on or before the October 1st commencement date of a respective
forthcoming Fiscal Period. Payment of annual rent for the period between.the Effective
Date of this Lease and September 30, 2000 is due in full upon the execution of this Lease.
Unless the Effective Date of this Lease is October 1 st of a given year, the rent for the
period between the Effective Date and the immediately following September 30th
expiration of the then-current Fiscal Period shall be prorated in accordance with the
number of days remaining until that September 30th expiration of the then-current Fiscal
Period.
Late Fees.
If Tenant fails to pay any rent hereunder by the respective due date, Tenant shall
pay Landlord a late payment fee of ten percent (10%) of the annual rental amount
outstanding in addition to the annual rent then due. Moreover, any rent or fees that
Tenant owes Landlord and that are past due shall bear interest until paid in full at the rate
of two percent(2%)per month or the highest rate permitted by applicable law, whichever
is less.
4. DEPOSIT.
Upon the execution of this Lease, Tenant shall remit to Landlord a maintenanceJdamage
deposit ("Deposit"), in cash, equivalent to one-twelfth (1/12) of the amount of Tenant's annual
rent. Tenant will not be entitled to any interest on the Deposit. Landlord may draw from the
Deposit to perform maintenance or repairs to the Premises that are necessary because of Tenant's
use of the Premises if Tenant fails to do so within thirty (30) days of written notice from
Landlord. If Landlord terminates this Lease for nonpayment of rent or any other breach or
default as provided hereunder, Tenant understands and agrees that it shall forfeit the entire
Deposit. Otherwise, Landlord will refund to Tenant any unused portion of the Deposit within
thirty(30) days following the date that Tenant lawfully vacates the Premises.
5. USE OF PREMISES.
Tenant may use the Premises, in accordance with the provisions and conditions of this
Lease and good engineering practices, solely for the installation, operation and maintenance of
its Antennae Facilities; for the transmission, reception and operation of a communications
system and uses incidental thereto; and for the storage of related equipment. Tenant hereby
agrees that its use of the Premises shall not interfere with the use of the Tower, the Owned
Premises, related facilities or other equipment of Landlord or other tenants as such use exists as
of the date of execution of this agreement. Tenant acknowledges that this Lease does not convey
to Tenant or successors in interest any exclusive rights
6. INSTALLATION OF EQUIPMENT,CONSTRUCTION AND IMPROVEMENTS.
6.1. In General.
Tenant may not make any modification, renovation or improvement to or engage
in any other construction activity (collectively "Improvement") on the Premises or
Owned Premises unless Landlord provides advance written consent to Tenant. In order
to obtain such consent, Tenant shall submit a written request to Landlord, which shall
include all plans and estimates for the costs of the proposed Improvement, to Landlord's
Director of Information Systems and Services or his or her authorized representative
("Director"). All plans, specifications and required work for the proposed Improvement
must conform to and be in accordance with all applicable and then-current federal, state
and local laws, ordinances, rules and regulations. If Tenant intends to employ or engage
a contractor or other third party to perform any work on the proposed Improvement,
Tenant shall supply Landlord with the name of such party and must obtain Landlord's
advance written approval before it authorizes such party to work on the Premises or
Owned Premises.
6.2. Documents.
Tenant shall supply the Director with as-built drawings of the Antennae Facilities
and any other improvements prior to their installation on the Premises. These as-built
drawings shall show the actual locations of all equipment and improvements consistent
with Exhibit `S". Tenant shall also provide Landlord with a complete and detailed
inventory of all Antennae Facilities, equipment and personal property that it intends to
place on the Premises.
6.3. Eauipment Upgrade.
Tenant may update or replace the Antennae Facilities from time to time with the
prior written approval of Landlord,which approval shall not unreasonably be withheld or
delayed, provided that (i) the replacement facilities are not greater in number or
materially greater in size than the existing Antennae Facilities; (ii) that the installation of
such facilities does not structurally impact the Tower any more than the existing
Antennae Facilities; and (iii) that Landlord has provided advance written consent to any
change in the location of such facilities on the Tower.
6.4. Bonds Required of Tenant and Tenant's Contractors.
In the event that Tenant or a contractor of Tenant wishes to undertake any
Improvement on the Premises, other than the mere installation of equipment that is not
built into or in any other manner affixed to or incorporated into the Tower, Tenant and
Tenant's contractor, if any, shall obtain payment and performance bonds in accordance
with the Texas Government Code, Chapter 2253, as amended, in a form approved in
writing and in advance by Landlord ("Bonds"). Tenant's Bonds shall guarantee (i)
satisfactory completion of the proposed Improvement; (ii) compliance by Tenant with all
requirements, terms and conditions of this Lease during the Improvement project; and
(iii) full payments to all persons, firms, corporations or other entities with whom Tenant
has a direct relationship relating to the Improvement project.
If Tenant uses a contractor to work on the Improvement, the contractor's Bonds
shall guarantee (i) the faithful performance and completion of all work on the
Improvement covered by the contract between Tenant and its contractor in accordance
with the plans and specifications approved by Landlord and (ii) full payments for all
wages for labor and services and of all bills for materials, supplies and equipment used in
the performance of that contract. The contractor's Bonds shall name both Landlord and
Tenant as dual obligees. Tenant's contractor shall execute and deliver its Bonds to
Tenant. Tenant shall provide the Director with copies of all Bonds prior to the
commencement of work on the proposed Improvement.
7. UTILITIES.
Tenant, at Tenant's sole cost and expense, shall separately meter and pay for all utilities
used in connection with the Antennae Facilities and Tenant's operations on the Premises.
8. MAINTENANCE AND REPAIRS.
Painting of Antennae Facilities by Tenant.
Tenant, at its sole cost and expense, shall at all times keep its Antennae Facilities
painted as specified in writing by Landlord.
8.2. Maintenance and Repairs by Tenant.
Tenant, at its sole cost and expense, shall maintain, repair and secure its Antennae
Facilities, equipment and personal property on or attached to the Premises in a safe
condition, in good repair and in a manner suitable to Landlord and that does not conflict
with the use of the Tower by Landlord or other Tenants as such use existed on the date of
execution of this agreement. Tenant shall keep the Premises free of debris and anything
of a dangerous, noxious or offensive nature or which would create a hazard or undue
vibration, heat, noise or interference. Landlord agrees at its cost and expense to maintain
the Tower in good order and condition and to make all necessary repairs and
replacements promptly with first-class materials, in a good and workmanlike manner, and
in compliance with all applicable laws.
Inspection.
Landlord may examine the Antennae Facilities and inspect the Premises for any
reason deemed necessary by Landlord, including, but not limited to, purposes of safety
and ensurance that Tenant is in compliance with the conditions and provisions of this
Lease. If Tenant is responsible under this Lease for any maintenance or repairs, Landlord
shall notify Tenant in writing and Tenant shall undertake such maintenance or repairs at
its own cost and expense and in a timely and diligent manner. In an emergency, as
determined by Landlord in its sole discretion, Landlord may, at its option, perform
maintenance or repairs that are Tenant's responsibility in order to avert, mitigate or cure
such emergency. In this event, Tenant shall reimburse Landlord for the reasonable cost
of such maintenance or repairs within thirty (30) days of receipt of an invoice from
Landlord that describes the maintenance or repairs Landlord performed on Tenant's
'behalf.
8.4. Damage Caused by Tenant.
Tenant, at Tenant's sole cost and expense, shall repair any damage to or replace
any damaged portion of the Owned Premises, including the Premises and the Tower,that
is caused by Tenant, its officers, agents, employees, contractors, or subcontractors, to
Landlord's reasonable satisfaction as soon as reasonably practicable, provided that
Tenant shall commence within ten(10) calendar days following the date of such damage.
9. ACCESS TO PREMISES.
Tenant shall have access to the Premises by means of any existing driveway over the
Owned Premises twenty-four (24) hours per day, seven (7) days per week; provided, however,
that, except in an emergency, Tenant shall provide Landlord with at least twenty-four(24) hours'
written notice of Tenant's desire for access to the Premises. In addition, except in an emergency,
Tenant shall obtain Landlord's advance written consent at least twenty-four (24) hours before
Tenant allows on the Premises or other portion of the Owned Premises any third party, including
contractors or subcontractors whom Tenant is using or intends to use to install, operate or
maintain the Antennae Facilities and Equipment Shelter or to perform any modification,
renovation, improvement or construction on the Premises.
10. INTERFERENCE.
10.1. Interference with Landlord's Ouerations Prohibited.
Tenant covenants and agrees that its Antennae Facilities and its operations on the
Premises shall not damage or interfere in any way with Landlord's operations on the
Tower or Owned Premises. Tenant agrees to cease any action on its part which interferes
with Landlord's use of the Tower or the Owned Premises as such use existed on the date
of execution of this agreement immediately upon actual notice of such interference. In
such an event, either party may terminate this Lease following thirty (30) days' written
notice to the other party; provided, however, that if such interference is material and, in
Landlord's sole and reasonable opinion, poses any threat to the public safety or welfare,
Landlord may terminate this Lease immediately upon provision of written notice to
Tenant. In the event of such termination, Landlord shall refund to Tenant an amount
equal to the rent paid for the then current Fiscal Period times a fraction, the numerator of
which is the number of days remaining in such Fiscal Period, and the denominator of
which is 365 (the"Refund Amount").
10.2. Interference with Certain Other Operations Prohibited.
Tenant covenants and agrees that its Antennae Facilities and its operations on the
Premises shall not damage or interfere in any way with the Tower operations of a tenant
whose communication facilities on the Tower existed prior to the installation of Tenant's
Antennae Facilities. If Tenant's operations on the Premises cause such interference,
Tenant shall undertake all measures reasonably necessary to correct and eliminate the
interference. If the interference cannot be eliminated within a reasonable amount of time,
not to exceed thirty (30) calendar days, Tenant shall immediately cease any action on its
part which interferes with the respective tenant's use of the Tower or the Owned
Premises. In such an event, Landlord or Tenant may terminate this Lease upon thirty
(30) calendar days' written notice to the other party. In the event of such termination,
Landlord shall refund to Tenant the Refund Amount.
10.3. Interference and Engineering Studies.
Prior to the approval of the placement of Tenant's Antennae Facilities, or any
construction, modification, improvement or upgrade of such Antennae Facilities,
Landlord may obtain, at Tenant's sole cost and expense not to exceed Five Thousand
Dollars ($5,000.00), an interference study in order to determine whether Tenant's
intended operations will interfere with any existing communications facilities on the
Tower. Landlord may also obtain, at Tenant's sole cost and expense not to exceed Five
Thousand Dollars ($5,000.00), an engineering study in order to determine whether the
Tower is able to support structurally Tenant's Antennae Facilities. Landlord agrees to
provide written notice to Tenant of its intent to obtain any interference or engineering
study and the estimated cost of any such study prior to the performance thereof. In no
way shall the performance of any interference or engineering study or the results
therefrom in any way affect the application of Sections 10.1 and 10.2. Landlord shall
deliver to Tenant a copy of any such studies. If such studies indicate interference or
structural issues, then Tenant shall have the right to terminate this Lease upon the
provision of written notice to Landlord. In the event of such termination, Landlord shall r
refund to Tenant the Refund Amount. The ce. el-Fern z F reKa-t s(w
A„4-d—?,re, F��:l• z a•, A 4he- 5;+e Plate -0-11 6e A+mac-l.e.L }• n It
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10.4. Interference with Tenants Operations. U 7
Landlord does not guarantee to Tenant subsequent noninterference with Tenant's
operations on the Premises. However, following the Effective Date of this Lease, for any
request Landlord receives from a third party, other than a governmental unit, office or
agency, to lease space on the Tower and/or Owned Premises, Landlord shall submit to
Tenant such third parry's proposal, complete with all technical specifications reasonably
requested in writing by Tenant, for Tenant's review; provided, however, that Landlord
shall not be required to provide Tenant with any specifications or information claimed to
be of a proprietary nature by such third party.
Tenant shall have ten (10) calendar days following receipt of such third parry's
proposal to make any reasonable objections thereto. If Landlord verifies and agrees with
Tenant's objections, Landlord shall require the third party to modify its operations
proposal in a manner determined, in Landlord's reasonable judgment, to reduce the
interference adequately with respect to Tenant's operations. Tenant's failure to make any
objection within the ten-day time frame provided above shall be deemed as consent by
Tenant to the installation of antennae or transmission facilities pursuant to the third
parry's original proposal.
Landlord may allow, at any time, a governmental unit, office or agency to lease
space on the Tower for antennae or other communications facilities without regard to
potential or actual interference with Tenant's operations on the Premises; provided,
however, that if the operations of such governmental unit, office or agency actually and
materially interferes with Tenant's operations, Tenant may terminate this Lease upon
thirty (30) calendar days' written notice to Landlord. In the event of such termination,
Landlord shall refund to Tenant the Refund Amount.
11. RIGHTS AND RESERVATIONS OF LANDLORD.
11.1. This Lease is not a franchise or permit for Tenant to use or cross the public rights-
of-way within the City of Fort Worth in the operation of its communications business.
Tenant hereby covenants and agrees that it will not use or cross the public rights-of-way
in the City of Fort Worth unless it first notifies Landlord in writing and obtains all
licenses, permits or franchises required by Landlord of all entities wishing to utilize the
public rights-of-way in the same manner as Tenant.
11.2. Landlord may at any time take whatever action it deems necessary, in its
reasonable discretion, to repair, maintain, alter or improve the Premises or Owned
Premises. Landlord shall use best efforts to not interfere with the operation of Tenant's
Antennae Facilities in connection therewith. However, if Landlord's action under this
Section 11.2 does result in interference with the operation of Tenant's Antennae Facilities
for thirty (30) continuous days, Tenant shall have the right to terminate this Lease upon
written notice to Landlord. In the event of such termination, Landlord shall refund to
Tenant the Refund Amount.
11.3. Landlord reserves the right to lease other portions of the Tower or the Owned
Premises to third parties.
11.4. Landlord reserves the right to require Tenant to relocate Antennae Facilities on
the Tower to another location on the Tower in the event Landlord desires to lease such
space on the Tower to a third party which is a governmental unit, office or agency. In
such an event, Landlord shall require the third party lessee to reimburse Tenant's actual
costs of relocation, and Tenant shall complete the relocation of its facilities within thirty
(30) calendar days following receipt of written notice from Landlord.
11.5. During any war or national emergency, Landlord shall have the right to lease any
part of the Owned Premises, including the Tower and the Premises, to the United States
Government. In this event, any provisions of this instrument which are inconsistent with
the provisions of the lease to the Government shall be suspended. Landlord shall not be
liable for any loss or damages alleged by Tenant as a result of this action. However,
nothing in this Lease shall prevent Tenant from pursuing any rights it may have for
reimbursement from the United States Government.
12. INSURANCE.
Tenant shall procure and maintain at all times, in full force and effect, a policy or policies
of insurance to provide coverages as specified herein, naming Landlord as an additional insured
and covering all public risks related to the leasing, use, occupancy, maintenance, existence or
location of the Premises and Tenant's business operations thereon:
Primary Liability Insurance Coverage
• Commercial General Liability:
$10,000,000 per occurrence, providing blanket contractual liability insurance
for all written contracts; products and completed operations; independent
contractor's liability; and coverage for property damage from perils of
explosion or collapse;
• Automobile Liability:
$2,000,000 per accident,
including,but not limited to, all vehicles, whether owned or hired, in use by
Tenant, its employees and agents;
• Worker's Compensation/Emplover's Liability:
Worker's compensation coverage as required by law; and Employer's Liability
at $100,000 per accident.
12.2. Excess Liability Insurance Umbrella.
Coverage amounts set forth in Section 12.1, other than worker's compensation,
may be met by a combination of underlying and umbrella policies provided the combined
limits meet or exceed the limits required by this Lease.
Property Insurance.
Prior to the installation of the Antennae Facilities and related equipment described
in Exhibits"B" and "C", and prior to the commencement of any modification, renovation,
improvement or new construction, Tenant shall obtain builders all-risk insurance and an
installation floater or equivalent property coverage covering cables, materials, machinery
and supplies of any nature which are to be used in or incidental to the respective project.
0
Upon completion of the installation of the Antennae Facilities, and any subsequent
modification, renovation, improvement or new construction, Tenant shall obtain and
maintain fire, extended coverage and vandalism and malicious mischief insurance, all at
full replacement cost limits, on the Antennae Facilities and the Premises.
Insurance Required of Tenant's Contractors.
Tenant shall require that all contractors used to perform any of the requirements,
obligations, services or other work hereunder provide insurance with coverages and limits
that are reasonably satisfactory to Landlord. Prior to the commencement of work on the
Premises by any contractor used by Tenant, Tenant shall deliver to Landlord a certificate
of insurance evidencing the insurance coverage for such contractor.
General Reauirements.
12.5.1. Landlord, in Landlord's sole and reasonable discretion, reserves the right
to revise insurance coverage requirements and limits at any time.
Tenant agrees that within thirty (30) days following receipt of written
notice from Landlord, Tenant will implement all revisions reasonably
requested by Landlord.
12.5.2. Tenant's policy or policies of insurance shall be endorsed to cover all of
Tenant's operations on the Owned Premises and to provide that no
material changes in coverage, including, but not limited to, cancellation,
termination, non-renewal or amendment, shall be made without thirty
(30) days' prior written notice to Landlord.
12.5.3. Tenant shall maintain its insurance with underwriters authorized to do
business in the State of Texas and who are reasonably acceptable to
Landlord in terms of solvency and financial strength. Tenant shall
furnish Landlord with certificates of insurance signed by the respective
companies as proof that it has obtained the types and amounts of
insurance coverage required herein. In addition, Tenant shall, on
demand, provide Landlord with evidence that it has maintained such
coverage in full force and effect.
12.5.4. Deductible or self-insured retention limits on any line of coverage
required herein shall not exceed $25,000 in the annual aggregate unless
the limit per occurrence, or per line of coverage, or aggregate is
otherwise approved by Landlord in writing.
12.5.5. All insurance policies other than those for worker's compensation shall
be written on an occurrence basis and not a claims made basis.
12.5.6. Nothing in this section shall be construed to limit or in any way affect
Tenant's operation as an independent contractor as provided in Section
13 or Tenant's liability obligation to indemnify Landlord as provided in
Section 14.
13. INDEPENDENT CONTRACTOR
It is expressly understood and agreed that Tenant shall operate as an independent
contractor as to all rights and privileges granted herein, and not as an agent, representative or
employee of Landlord. Tenant shall have the exclusive right to control the details of its
operations and activities on the Premises and shall be solely responsible for the acts and
omissions of its officers, agents, servants, employees, contractors, subcontractors, patrons, and
licensees. Tenant acknowledges that the doctrine of respondent superior shall not apply as
between Landlord and Tenant, its officers, agents, employees, contractors and subcontractors.
Tenant further agrees that nothing herein shall be construed as the creation of a partnership or
joint enterprise between Landlord and Tenant.
14. INDEMNIFICATION.
TENANT HEREBY ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
PROPERTY LOSS, PROPERTY DAMAGE AND/OR PERSONAL INJURY OF ANY KIND,
INCL UDING DEATH, TO ANY AND ALL PERSONS, OF ANY KIND OR CHARACTER,
WHETHER REAL OR ASSERTED, ARISING OUT OF OR IN CONNECTION WITH ITS
USE OF THE OWNED PREMISES UNDER THIS LEASE OR WITH THE LEASING,
MAINTENANCE, USE OR OCCUPANCY OF THE PREMISES, EXCEPT TO THE
EXTENT CAUSED BY THE NEGLIGENCE OR INTENTIONAL MISCONDUCT OF
LANDLORD, ITS EMPLOYEES,AGENTS, OR CONTRACTORS
TENANT COVENANTS AND AGREES TO, AND DOES HEREBY, INDEMNIFY,
HOLD HARMLESS AND DEFEND LANDLORD, ITS OFFICERS, AGENTS, SERVANTS
AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CLAIMS OR LAWSUITS FOR
EITHER PROPERTY DAMAGE OR LOSS (INCLUD17VG ALLEGED DAMAGE OR LOSS
TO TENANT'S BUSINESS AND ANY RESULTING LOST PROFITS) AND/OR
PERSONAL INJURY, INCLUDING DEATH, TO ANY AND ALL PERSONS, OF ANY
KIND OR CHARACTER, WHETHER REAL OR ASSERTED, ARISING OUT OF OR IN
CONNECTION WITH TENANT'S USE, LEASING, MAINTENANCE OR OCCUPANCY,
OF THE PREMISES, EXCEPT TO THE EXTENT CAUSED BY THE NEGLIGENCE OR
INTENTIONAL MISCONDUCT OF LANDLORD, ITS EMPLOYEES, AGENTS, OR
CONTRACTOR&
TENANT ASSUMES ALL RESPONSIBILITY AND AGREES TO PAY LANDLORD
FOR ANY AND ALL 17VJURY OR DAMAGE TO THE OWNED PREMISES, 17VCLUD17VG
THE TOWER AND OTHER PORTIONS OF THE PREMISES, WHICH ARISES OUT OF
OR IN CONNECTION WITH ANY AND ALL ACTS OR OMISSIONS OF TENANT, ITS
OFFICERS, AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS OR
LICENSEES, EXCEPT TO THE EXTENT CAUSED BY THE GR&SS NEGLIGENCE OR
INTENTIONAL MISCONDUCT OF LANDLORD, ITS EMPLOYEES, AGENTS, OR
CONTRACTORS
15. TERMINATION.
In addition to termination rights contained elsewhere in this Lease, this Lease may be
terminated as follows:
By Either Party.
Landlord or Tenant may terminate this Lease for any reason, to be effective on the
September 30th expiration of the Fiscal Period then in effect, by provision to the other
party of at least thirty(30)calendar days' advance written notice.
Failure by Tenant to Pay Rent.Fees or Other Charges.
If Tenant fails to pay any rent, fees or other charges due under this Lease,
Landlord shall deliver to Tenant a written invoice and notice to pay the invoice within ten
(10) calendar days. If Tenant fails to pay the balance outstanding within such time,
Landlord shall have the right to terminate this Lease immediately.
Safety Issues.
If Landlord determines, in its sole and reasonable discretion, that the Tower is
structurally unsound or otherwise not structurally suitable for Tenant's operations, taking
into account all factors relating to the condition of the Tower, including, but not limited
to, age, wear and tear or damage, or if Landlord determines, in its sole and reasonable
discretion, that Tenant's continued use of the Tower constitutes a threat to the public
health, safety or welfare, Landlord may terminate this Lease immediately upon written
notice to Tenant and take any reasonable action, including, but not limited to, removal of
the Antennae Facilities.
Technical Difficulties During Trial Period.
The first ninety (90) days following the Effective Date of this Lease shall
constitute a trial period ("Trial Period") during which Tenant may test the Antennae
Facilities to ensure that their location on the Towers is suitable for Tenant's business
purposes. If Tenant encounters any kind of technical difficulties with its Antennae
Facilities during the Trial Period, Tenant may terminate this Lease at any time during the
Trial Period by providing written notice to Landlord. In the event of such termination,
Landlord shall refund to Tenant the Refund Amount.
15.5. Rights of Landlord Upon Termination or Expiration of Lease.
Upon termination or expiration of this Lease, all rights, powers and privileges
granted to Tenant hereunder shall cease. However, Tenant shall remain liable to
Landlord for all arrearages of rentals, fees and charges payable hereunder and for any
obligations that arose prior to the effective date of termination or expiration but that
Tenant did not complete or perform. In addition, Tenant agrees that it will return the
Premises in the same condition as existed at the time this Lease was entered into and all
appurtenances and improvements thereon in good order and repair, subject to ordinary
wear and tear. Tenant, at its sole cost and expense, shall remove from the Premises all
Antennae Facilities, equipment and personal property placed on the Premises by Tenant
pursuant to this Lease and shall restore the affected area of the Premises to Landlord's
reasonable satisfaction within thirty (30) calendar days following the effective date of
termination or expiration, except as may otherwise be required or allowed by this Lease.
After such time, Landlord shall have the right to take full possession of the Premises, by
force if necessary, and to remove any and all parties and property remaining on any part
of the Premises. Landlord shall also have the right to take full title to any such Antennae
Facilities, equipment or personal property remaining on the Premises. Tenant agrees that
it will assert no claim of any kind against Landlord, its agents, servants, employees or
representatives which may stem from Landlord's lawful termination of this Lease or, in
accordance with its terms, any act incident to Landlord's assertion of its rights under this
Lease.
16. CONDEMNATION.
In the event that the Tower is taken by eminent domain, this Lease shall terminate as of
the date title vests in the condemning authority. In the event that any other portion of the
Premises is taken by eminent domain, either party may terminate this Lease as of the date title
vests in the condemning authority by giving the other party thirty (30) days' prior written notice.
If the Tower or any other portion of the Premises are taken by eminent domain, Landlord shall
receive the full amount of any reward paid for the taking and the full amount of all damages,
whether awarded as compensation for diminution in value of the leasehold or to the fee of the
Premises. Tenant shall not be entitled to any portion of such reward or damages and hereby
waives any claim to any portion of such reward or damages.
17. ASSIGNMENT AND SUBLETTING.
17.1 Assignment.
Tenant may assign this Lease to any person or entity controlling, controlled by or
under common control with Tenant or to any person or entity that, after first receiving the
necessary FCC licenses, acquires Tenant's radio communications business or assets,
provided that (i) Tenant gives Landlord written notice of such an assignment and (ii) the
assignee enters into a written agreement with Landlord, signed by both the assignee and
Landlord, in which the assignee covenants and agrees to comply with all provisions and
conditions of this Lease and to be bound fully by this Lease the same as if it had
originally executed this Lease.
17.2. Sublettinz or Other Conveyance.
In the event that Tenant requests Landlord's approval to sublease any portion of or
all of the Premises to another party, Tenant shall submit to Landlord a copy of the
proposed sublease regarding this matter between Tenant and the subleasee. Tenant
agrees that Landlord may refuse to approve a proposed sublease if Landlord has
substantially similar space on the Premises that is not leased at the time. If Landlord
approves a sublease where the rentals, fees and charges for the subleased premises exceed
the rentals, fees and charges payable by Tenant under the terms of this Lease, Tenant
shall pay Landlord such excess amount of the rentals, fees and charges; provided,
however, that Tenant may deduct its actual administrative costs and expenses in matters
therewith, which shall in no event exceed fifteen percent (15%) of the specified sublease
rental. Landlord's consent to one sublease shall not be deemed to be a consent by
Landlord to any subsequent sublease proposal. In addition, as a condition precedent to
the effectiveness of Landlord's consent to such a sublease, the sublessee shall enter into a
written agreement with Landlord in which the sublessee covenants and agrees to comply
with all provisions and conditions of this Lease and to be bound fully by this Lease the
same as if it had originally executed this Lease. Nothing hereunder shall relieve Tenant
of Tenant's obligations under this Lease, including,but not limited to, payment of rentals,
fees and charges.
18. LIENS BY TENANT.
Tenant acknowledges that it has no authority to engage in any act or to make any contract
which may create or be the foundation for any lien upon the property or interest in the property
of Landlord. If any such purported lien is created or filed, Tenant, at its sole cost and expense,
shall liquidate and discharge the same within thirty(30)days of such creation or filing. Tenant's
failure to discharge any such purported lien shall constitute a breach of this Lease and Landlord
may terminate this Lease immediately. However, Tenant's financial obligation to Landlord to
liquidate and discharge such lien shall continue in effect following termination of this Lease and
until such a time as the lien is discharged.
19. TAXES AND ASSESSMENTS.
Tenant agrees to pay any and all federal, state or local taxes or assessments which may
lawfully be levied against Tenant, including, but not limited to, those assessed due to (i)
Tenant's occupancy of the Premises; (ii) Tenant's use of the Premises; or(iii) any improvements
or property placed on the Premises by Tenant.
20. COMPLIANCE WITH LAWS,ORDINANCES,RULES AND REGULATIONS.
Tenant agrees to comply with all federal, state and local laws, and all ordinances, rules
and reasonable regulations of Landlord with respect to the use of the Premises and the operation
of the Antennae Facilities. If Landlord notifies Tenant of any violation of such laws, ordinances,
rules or regulations, Tenant shall immediately desist from and correct the violation. Tenant
covenants and agrees that it shall not engage in any unlawful use of the Premises. Tenant further
agrees that it shall not knowingly permit its officers, agents, and employees to engage in any
unlawful use of the Premises. Knowingly unlawful use of the Premises by Tenant shall
constitute a breach of this Lease and grounds for immediate termination by the City.
21. NON-DISCRIMINATION COVENANT.
Tenant, for itself, its personal representatives, successors in interest and assigns, as part
of the consideration herein, agrees as a covenant running with the land that no person shall be
excluded from participation in or denied the benefits of Tenant's use of the Premises on the basis
of race, color, national origin, religion, handicap, sex, sexual orientation or familial status.
Tenant further agrees for itself, its personal representatives, successors in interest and assigns
that no person shall be excluded from the provision of any services on or in the construction of
any improvements or alterations to the Premises on grounds of race, color, national origin,
religion, handicap, sex, sexual orientation or familial status. If any claim arises from an alleged
violation of this non-discrimination covenant by Tenant, its personal representatives, successors
in interest or assigns, Tenant agrees to indemnify Landlord and hold Landlord harmless.
22. LICENSES AND PERMITS.
Tenant shall, at its sole expense, obtain and keep in effect all licenses and permits
necessary for the installation or operation of its Antennae Facilities, Equipment Shelter, power,
any necessary utilities and other business concerns on the Premises. Subject to Landlord's
reasonable attorney and administrative fees, Landlord shall cooperate reasonably with Tenant in
Tenant's efforts to obtain any federal, state or local licenses and permits required or substantially
required by Tenant's use of the Premises.
23. NOTICES.
Notices required pursuant to the provisions of this Lease shall be conclusively determined
to have been delivered when (1) hand-delivered to the other party, its agents, employees,
servants or representatives, (2) delivered by facsimile with electronic confirmation of the
transmission, provided a copy of same is also sent by United States Mail or (3) received by the
other party by United States Mail, registered, return receipt requested, addressed as follows:
To LANDLORD:
For Rent, Fees and Other Charges: For All Other Matters:
City of Fort Worth City Of Fort Worth
Revenue Office Attn: Director IS Dept.
1000 Throckmorton 1000 Throckmorton
Fort Worth TX 76102 Fort Worth TX 76102
Facsimile: (817) 871-8551
Y
To TENANT: With a copy to:
Cnnk TnletlVni nAStrPam PrS, TLC
c/o VoiceStream PCS BTA I Corporation
3560-131st Avenue SE, Suite 200 LEASE ADMINISTRATOR
Be evue, WA 98006 VOICESTREAM WIRELESS
8777 N. STEMMONS FRWY.
Facsimile; ( 475) 653-5050 TOWER 11, SUITE 200
DALLAS, TX 75247
24. ACCEPTANCE OF PREMISES.
Tenant acknowledges that it has inspected.the.Premises and Owned Premises and is fully
advised of its own rights without reliance upon any representation made by Landlord concerning
the condition of the Premises or Owned Premises. Tenant hereby accepts the Premises in the
condition existing as of the Effective Date of this Lease.
25. GOVERNMENTAL POWERS.
It is understood and agreed that by execution of this Lease, Landlord does not waive or
surrender any of its governmental powers.
26. NO WAIVER
The failure of Landlord or Tenant to insist upon the performance of any term or provision
of this Lease or to exercise any right granted herein shall not constitute a waiver of Landlord's or
Tenant's right to insist upon appropriate performance or to assert any such right on any future
occasion.
27. VENUE.
Should any action, whether real or asserted, at law or in equity, arise out of the terms of
this Lease or by Tenant's operations on the Premises or Owned Premises, venue for such action
shall lie in state courts located in Tarrant County, Texas or the United States District Court for
the Northern District of Texas, Fort Worth Division. This Lease shall be construed in
accordance with the laws of the State of Texas.
28. ATTORNEYS' FEES.
In the event there should be a default under any provision of this Lease and either party
should retain attorneys or incur other expenses for the collection of rent, fees or charges, or the
enforcement of performance or observance of any covenant, obligation or agreement, the parties
agree that the reasonable attorneys' fees and other reasonable expenses so incurred shall be paid
to the prevailing party by the other party.
SEVERABILITY.
If any provision of this Lease is held to be invalid, illegal or unenforceable, the validity,
legality and enforceability of the remaining provisions shall not in any way be affected or
impaired.
FORCE MAJEURE.
Landlord and Tenant shall exercise their best efforts to meet their respective duties and
obligations as set forth in this Lease, but shall not be held liable for any delay or omission in
performance due to force majeure or other causes beyond their reasonable control, including, but
not limited to, compliance with any government law, ordinance or regulation, acts of God, acts
of omission, fires, strikes, lockouts, national disasters, wars, riots, material or labor restrictions
by any governmental authority,transportation problems and/or any other similar causes.
31. HEADINGS NOT CONTROLLING.
Headings and titles used in this Lease are for reference purposes only and shall not be
deemed a part of this Lease.
ENTIRETY OF AGREEMENT.
This Lease, including the schedule of exhibits attached hereto and any documents
incorporated herein by reference, contains the entire understanding and agreement between
Landlord and Tenant, their assigns and successors in interest, as to the matters contained herein.
Any prior or contemporaneous oral or written agreement is hereby declared null and void to the
extent in conflict with any provision of this Lease. This Lease shall not be amended unless
agreed to in writing by both parties and approved by Landlord's City Council.
IN WITNESS WHEREOF, the parties hereto have executed this Lease in multiples this
day of��:^ �► 1999.
0 0
CITY OF FORT WORTH: COOK INLETNOICESTREAM PCS,L.L.C.
a Delaware limited liability company
By: VoiceStream PCS BTA I Corporation, Inc.,
a Delaware ion
By: By:
Charles Boswell Nxne i5 Ril w MJA+
Assistant City Manager Title
ATTEST'; ATTEST;
ity I3y"
" '
APPROVED AS TO FORM AND LEGALITY:
44i=' I.
Assisignt City Attorney
M& C: /, —
0 i
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on
this day personally appearedQ%%%s a , known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that the same was the act of
C %)d tc tS'ctot%o. 9c S 6 and that s/he executed the same as the act of
Cvmi for the purposes and consideration therein expressed and in
the capabity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this Ci day ofTjw3o be,.__ ,
199a.
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on
this day personally appeared Charles Boswell, known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the
City of Fort Worth and that he executed the same as the act of the City of Fort Worth for the
purposes and consideration therein expressed and in the capacity therein stated.
GIVEN UWOk MY HAND ANIX
��� � this '!� da Qf
0441N'WN'4z*
ROSELLA BARNESNOTARY PUBLIC Notary Public in and for the State of Texas
State ai Texas
Comm. Exp.03-31-2001
r
SCHEDULE OF EXHIBITS
COMMUNICATIONS FACILITY LEASE
(EXISTING COMMUNICATIONS TOWER)
between
THE CITY OF FORT WORTH
and
EX I T DESCRIPTION
A Description of Owned Premises
B Tenant's Antennae Facilities
C Site Plan
CITY OF FORT WORTH
COMMUNICATIONS FACILITY LEASE
(EXISTING COMMUNICATIONS TOWER)
EXHIBIT A
Owned premises are located at the City of Fort Worth Southside Service Center,4100 Columbus
Trail, Fort Worth, Texas. A more complete description of the owned premises are to be substituted
later.