24-013 RESOLUTION NO. 24-013
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SOUTHLAKE, TEXAS, GRANTING A SPECIFIC USE PERMIT
FOR TELECOMMUNICATIONS TOWERS, ANTENNAS, AND
ANCILLARY STRUCTURES ON PROPERTY DESCRIBED AS
TRACT 1, BRUMLOW INDUSTRIAL DISTRICT, CITY OF
SOUTHLAKE, TARRANT COUNTY, TEXAS; AND LOCATED AT
1700 MUSTANG COURT, SOUTHLAKE, TEXAS, MORE FULLY
AND COMPLETELY DESCRIBED IN EXHIBIT "A", AND AS
DEPICTED ON THE APPROVED PLAN ATTACHED HERETO
AND INCORPORATED HEREIN AS EXHIBIT "B" AND
PROVIDING AN EFFECTIVE DATE.
WHEREAS, a Specific Use Permit for Telecommunications Towers, Antennas, and
Ancillary Structures has been requested by a person or corporation having a proprietary interest
in the property zoned as ""I-2" Heavy Industrial District; and,
WHEREAS, in accordance with the requirements of Sections 45.1(30) and 45.7 of the
City's Comprehensive Zoning Ordinance, the Planning and Zoning Commission and the City
Council have given the requisite notices by publication and otherwise, and have afforded the
persons interested and situated in the affected area and in the vicinity thereof; and,
WHEREAS, the City Council does hereby find and determine that the granting of such
Specific Use Permit is in the best interest of the public health, safety, morals and general welfare
of the City.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
SOUTHLAKE, TEXAS:
SECTION 1.
A Specific Use Permit is hereby granted to allow an antenna tower on property within the City Of
Southlake, Texas, located at 1700 Mustang Court, location being described as Tract 1, Brumlow
Industrial District, an addition to the City of Southlake, Tarrant County, Texas, more fully and
completely described in Exhibit "A", and as depicted on the approved plan attached hereto and
incorporated herein as Exhibit "B" and providing an effective date, subject to the provisions
contained in the comprehensive zoning ordinance and the restrictions set forth herein. The
following specific requirements and special conditions shall be applicable to the granting of this
Specific Use Permit:
City Council motion:
April 2, 2024: APPROVED (5-0), subject to the Staff Report dated March 26, 2024, and
noting the following:
• Approving the SUP for NuStar to increase the height of the existing antenna tower
from thirty (30) feet to fifty (50) feet.
SECTION 2.
This resolution shall become effective on the date of approval by the City Council.
PASSED AND APPROVED THIS 2nd DAY OF April, 2024.
CITY OF SOUTHLAKE
By:
Joh Hum
May
ATTEST: ````o ` @umtA
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Amy S II TRMC •
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City etary . .
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EXHIBIT A
Property described as Tract 1, Brumlow Industrial District, an addition to the City of Southlake,
Tarrant County, Texas.
EXHIBIT B
uStar
19003 IH 10 West
San Antonio,Texas 78257 February 6,2024
To: City of Southlake
1400 Main Street
Southlake,TX 76092
Project Narrative
NuStar is requesting approval of a specific use permit to increase the current
approved height of thirty foot telecommunications antenna(ZA17-078 on
November 8,2017)to a fifty foot telecommunications antenna.The proposed
project is at the NuStar Southlake Terminal located at 1700 Mustang Court;
Southlake,TX 76092.This terminal receives data from the wireless antenna
installed at Grapevine terminal.
The proposed project is to install an additional 20 feet to the existing tower to
improve the wireless communication system between NuStar Southlake and
Grapevine terminals.The proposed addition is for commercial use only and does
not interfere with other nearby communication systems. All electrical equipment
will be located within NuStar facility.The 900MHz communication is essential
for NuStar operations redundant communication of corporate data transfer.
At the Southlake terminal facility,a UBIQUITI Loco M9 wireless antenna will be
mounted and installed to the 50 feet ROHN Tower(Self-supporting). The ROHN
tower is compliant with local publications meeting structural design requirements
up to 115 MPH wind speed rating.The wireless antenna weighs 2 lbs.and will be
mounted at the top of the ROHN communication tower.
All development shall comply with the zoning district regulations for"ALL"
zoning districts. The lots shall comply with the districts development regulations
as outlined in Section 45.7 for Specific Requirements for Telecommunication
Towers,Antennas,and Ancillary Building(Ordinance No.480-W).
ATTACHMENTS: (A)SUP Application
(B)Property Owner Map—Exhibit 1
(C)Plan drawing—Exhibit 2
(D)ROHN Tower design(sealed),assembly,and
Foundation drawings
(E)Communications System
Sincerely,
Thomas Eitzen
Manager Project Engineer-Central West North
i
•i«NuStar
or y -- ,
Southiake Terminal ; 1700 Mustang Court
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' A. tt1TIMUIIUNGC:Y.+S SHALL BE BRACED TO RETAIN PROPEL DNA'-NSIGNS DURING MMOLING AND TIROLGIKN PL4(EMENT OF ,L
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I.-.t1 ,= -i II I _ 9. M.NINUN CONCRETE COVER FOR REINFORCEMENT SHALL BE 3INCH ES(76 N M)UNLESS 011EICMSE NU IWU.P 4OI001I MARLYE0
]ELM 24'L PS 011 N.DNG 511ALL EE USED TO N:AILE A 3 NCH(/6 MY)MINIMUM COVER ON REINFORCEMENT.
IIIYATM LAPS ON i-i(D'CGNTE7IS 10. SPACERS SMALL Be ATTACH AO INTERMITTtZVTLY 7I IRCOi1OUT TIC ENTIRE LENGTH O.VEETIICA RQR1ORCNR CA.�rc TO RIOUI:_
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I OR TOP T-M OF SUBSURFACE WND1110NS ARE IMPLEMENTED PRIOR TO AA/TWINE7F rOWI WFTF.
H. FOUNDATION INSTA_UTON SI IMAM SUM:AWSCD DY PCLONNEL<NONREO'FABLE,AND 10116FIENCE0 WITH THE PROPOSED
'- -'-'-- FOUNDATION 1Wt.NAINSIRLR313)13 SNAIL BE IN A-LU}UAVLt1111H E,ENERALLY AXE=INSTALL/PION PRACEIC_S.
IS. FOUNDATION OESNIJ ASSUMES PNSTII 1 AT11Nl PROCIDIRES WI_L INCORPCAAT_THE PROCEDURES RECW 4000ID IS THE
10'6- 1 1 RIICFCNCCD GF.01WI-MUEP L RORT.
IVi" 1 4
1 1 M. EWNJA I.UP.I4ECHn ASSUMES FIELD INSPECTIONS WILL BE PERTOCNED TO'/ERIF1'DIY'ON C0HDTRUCIONNA"ERWLS,
NO.4CIR_CULM TIES 1NSTA ATOM METHODS APO ASSUMED GFSIGN PARAMETERS ARE NSE('TABLE BASED ON CAIDITIORS EXISTING AT THE 511t,
' ENCLOSING V?RTIC\L BUS 17. FOR FOUNDATION INSTALLATION TOLEFAVCFS SE a RVCRIPE ASSEMBLY CRAWIf1G
l WITH IT LAPS ON I2'QYT3t0 lU. LULYi1.01'010 III ONE F NE RENOJEU FROM BOTTOM OF EXCAVATION PRIM TO CONCRETE PLACEMENT.ores OP EMANATION
� FRdA TOP 7-3"ID THE BOTTOM SHAH FF RTX GN ONE FREE OF_DOSE METRE.
19. CONCRETE SHALL DE PLACED IN A FANNER THAT HILL PREVENT SEGREGATION OF CONCRETE NATENIAJS,INITIATION OF COSIES,
��- -› O4 5011 NO UTNEKNIT ECGALRMQS WHICH IM"FALL
IS V SE TIC STRENGTH OR DLAMMI4Y OF T K FDAICA110.•L
D I FREE FALL CONCRETE MAT'BE USED BRACING
FALL IS VERTIW.DOWN WITHOUT HTIIN:SIDES UE L5 0145 IN,FORMWURX,
I 1 REINPo3CING BAPS,FORM TIES,CAGE BRACING DR OTHER DESTRUC TONS IAJD:R NO CRCLMSTANCES SHN (1M'FFTF EMI
THROUGH WATER. O
4_._. i DI..COMS7FUCRON JOINTS IF RECLINED AT DIE EASE U.1 Nt 1'It441 MUST aDu ell11uNPLLY HOJOHENED TO A FULLAMPLTOCr OF
r5UJUL1s4E
1H INCH;6 M41.POWIOATION CLOCK ASSUMES NOOIIIER CLNATRICrW N JOINTS.
1 N. (12;NO.7 VERTICA_BANS 22. TOP OF FOUNDATION OJ(SIDE LUNR5 Or MCI ON DOLIG SIALL BE SLOPED TO CRAM 11111 A FLOATED FINISH.AREA INSIDE
'-EQLALLV 14000 UYACO- 184115 JF AMORAL BULLS SHALL tat LEVE'NItt ASLHAI'.HtU 415140. VEDIW,R.61R1-s419
DM CIRCTJIAR.CAGE 11 EXPOSE]EDGES OF CONCRETE SHALL RP THAHTSRR11/4'X 1M'OLX'M X 14DM)MINIM-PM D.,,riff 11D11MN11N
bf.FOUNDATION OL^dGN AS5IM[S mum,IF USED,WILL NOT BE LEFT NMACE.EQVIPMEIR,FROCEDLR"3N AN)PROPORTIONS OF nswoomm�� 13•mnn+unatt l��me
LE LVIEUI:MAI!RIALS SMALLNSJRE CJNCRKTP MI.I loaf NE AWNLSEL"DL5TJABID LPoN CASIUG R04ONN. ,m"°""'"°'T"'^' ww rr
1 1R ORB!inn RI in,IF USED,01AI I if FURL'/DISFLACED CRE BY COMI_AND SHALL NOT BE CETRLNENTA'_TO GJIICIETE OR
L--- ---- -' SURRDUNDITIC SOIL CONTAMINATED CONCRETE STALL BE REDNCVEC FROM-OP DE FOWIDATIOIJ A,ID REMAIED WITH FRESH
CORPUS CHRISTI PIER
UJPIOLET_ DRILLED
fRHt
ELEVATION VIEW NOTE:SEE STRUCNRE ASSEMBLY DRAWING FOR FOUNDATION V.YOOE AND ANCHORAGE BMEIDMENT DRAWING NUMBER. 5D1NDATION DETAILS
R...5. GRAPEVINE,T%
• RA
FACTORED REACTIONS VOLUME OF CONCRETE As // w1O/0R7
DOWNLOAD. 1.3 1a'S -. 2.7 CU.SOS FrF•F ) Al Of 1
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222721-01-F2 )
Rohn Products LLC.
Designed By:AS Date:9/19/2017 2:30:29 PM
Checked By: Date: 9�.2.0//7
Eng.File:222721 Building Code:TIA Rev.G
LPi1e:ver.4 LPile_I:ver.3.1.2
Customer:CORPUS CHRISTI ELECTRONICS
Site:GRAPEVINE,TX
��OF 74>
FACTORED REACTIONS */ s�*!!
* ,+HADI JI JIRJI AZOURI DESIGN OPERATIONAL I3 R`j
Download,kips 1.3 1.4 c _ ,'
OTM,ft-kips 48.4 15.5 w Pi*"?'''
Shear,kips 1.4 0.4 t41 et.. .
///30//7 � ."'* i)//A-1
LPILE INPUT PARAMETERS F AqZ .
Dcpth(ft) Soil Type K(pci) y(pcf) 4(deg) C(ksf) eso(in/in) N RQD
0.0-1.0 Soft Clay 5.0 80.0 0.0 0.100 0.035 1 0
1.0-10.0 Clay 25.0 125.0 0.0 0.720 0.010 6 0
r
Reaction Modification Factor= 1.33
Pier Diameter=3'-0",Shaft ID=0'-0",Pier Depth= 10'-0"and Ground Slope= 0 Deg.
SUMMARY OF LPILE RESULTS
(Sec Attached Graphs)
DESIGN OPERATIONAL
Deflection at Top,in. 0.57 0.01
Moment,ft-kips 50.7 16.2
Shear,kips 10.9 3.3
Lateral Soil Pressure,ksf 1.43 0.44
SHAFT SUMMARY
1)Use 3'-0"diameter and 10'-0"deep drilled pier with 0'-6"projection.
2)Use(12)#7 bars in 2'-3"Dia.cage with#4 ties at 6"centers in top 7 feet and at 12"centers in rest of
pier.
3)Concrete Volume=2,7 Cu.Yds.
222721
AS
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Deflection,in Moment,fi-kips Shear,kips Soif Pressure,kst
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View from State Highway 26 towards the facility