Item 11 - Narrative Letter and Exhibits
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
Attachment B-Property Owner Map Exhibit 1
City of Southlake, Texas
City of Southlake GIS, City of Fort Worth, City of Grapevine, City of
Southlake, Tarrant County College, Texas Parks & Wildlife, Esri,
HERE, Garmin, INCREMENT P, USGS, EPA, USDA
Corps of Engineers Property
Parcels
Streets
Southlake City Boundary
Public Parks
1/28/2024, 12:51:58 PM
0 0.09 0.170.04 mi
0 0.1 0.20.05 km
1:4,514
Web AppBuilder for ArcGIS
City of Fort Worth, City of Grapevine, City of Southlake, Tarrant County College, Texas Parks & Wildlife, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA | City of Southlake GIS |
Address Zoning/SPIN Use Owner's Information
1982 Brumlow Avenue I1/9 Commercial Hollingshead Materials LLC
1972 Brumlow Avenue I1/9 Mixed Use Hollingshead Materials LLC
1968 Brumlow Avenue I1/9 Mixed Use Hollingshead Materials LLC
1928 Brumlow Avenue I1/9 Mixed Use Stelvio LLC
1900 Brumlow Avenue I1/9 Mixed Use Brumlow Properties LLC
Not listed AG/9
Medium Density
Residential Wright Brumlow West RE LLC
1675 Brumlow Avenue I1/8 Mixed Use Vibra‐Whirl & Co Inc.
1635 Burmlow Avenue I1/8 Mixed Use Brumlow Properties LLC
1719 E. Continental Blvd. AG/8 Industrial City of Southlake
1800 SH 26 I1/8 Industrial Wright Mustang Business Park LLC
1750 Mustang Ct I1/8 Industrial PS LPT Properties Investors
Attachment C- Plan Drawing Exhibit 2
Southlake Terminal; 1700 Mustang Court
Attachment D - Tower design (sealed), assembly, and
Foundation drawings
FILE NO.
90 MPH 3-SECOND GUST WIND SPEED GENERAL NOTES: REION
T
DESCRIPTION OWN CHK APP
25G 45G 45GSR SSG 65G 1. TOWER DESIGNS ARE IN ACCORDANCE WITH APPROVED NATIONAL STANDARD 601TANSI/TIA-222-G,STRUCTURE CLASS I,EXPOSURES B AND C,TOPOGRAPHIC CATEGORY 1.HEIGHT EPA(SQ.FT) EPA(SQ.Fn EPA(SQ.FT) EPA(SQ.FT) EPA SQ. 2. ALL TOWERS MUST HAVE"FIXED"BASES.PINNED BASES MAY NOT BE USED.(FT) PART PART PART PART ( PART 3. TOWER DESIGNS ASSUME TRANSMISSION LINES SYMMETRICALLY PLACED AS FOLLOWS: OsmnOn
EXP.B EXP.C NO. EXP.B EXP.C NO. EXP.B EXP.C NO' EXP.B EXP.C NO' EXP.B EXP.C NO' 25G TOWER-ONE 5/8"LINE ON EACH FACE(TOTAL=3
10 26.8 21.3 25SSOIO 60.0 47.5 45SSOIO 9S 84 45SROIO 80 79 SSSS010 95 95 65SSOIO 45G TOWER-ONE 7/8"AND ONE I/2"LINE ON EACH FACE(TOTAL=3 @ 7/8"
20 18.5 13.4 25SO20 31.3 22.7 45SS020 95 71 45SR020 56 42 55SS020 95 95 65SS020 45GSR,SSG,&65G TOWERS-TWO 7/8"LINES ON EACH FACE(TOTAL=6)
4. ANTENNAS AND MOUNTS ASSUMED SYMMETRICALLY PLACED AT TOWER APEX. i►�,�4'S,�'_.,,,, -gs`it'
30 7.9 4.1 25SS030 16.1 8.4 45SS030 87 58 45SR030 34 21 55SS030 95 71 65SS030 S. THE SUITABILITY OF A ROHN STANDARD DESIGN AND STANDARD FOUNDATION FOR A
SPECIFIC APPLICATION MUST BE VERIFIED BY THE PURCHASER BASED ON SITE-SPECIFIC
35 4.4 1.2 25SS035 9.8 3.8 45SS03S 76 52 455RO35 25 14 SSSS035 1 80 54 65SS035 DATA IN ACCORDANCE WITH ANSI/TTA-222-G.
i_....R..__ .................._. ...I
40 1.3 - 25SSO40 4.9 - 45SSO40 60 40 45SR040 17 8 55SSO40 62 41 6555040 6. THE EFFECTIVE PROJECTED AREA AND ONES TO BE INSTALLED MUST NOT EXCEED THE
DESIGN VALUES FOR THE STRUCTURE. / HA Ei( IRJI AZOURI J
45 0.7 - 45SSO45 48 31 45SR045 11 3 SSSSD45 48 30 65SSO45 7. DO NOT INSTALL OR DISMANTLE TOWERS WITHIN FALLING DISTANCE OF ELECTRICAL +I tq-�
AND/OR TELEPHONE LINES.
50 38 23 45SROSO 5 - 55SSOSO 37 21 6555050 8. TOWER ERECTION AND DISMANTLING MUST BE DONE BY QUALIFIED AND EXPERIENCED / EN6w„/Uy e
PERSONNEL q SSfoNA1-E«
55 29 16 455R055 28 14 6555055 9. INSTALLATION MUST BE GROUNDED IN ACCORDANCE WITH LOCAL AND NATIONAL %S
60 22 11 455R060 20 7 6555060 CODES.ANSI/TIA-222-G REQUIRES THAT THE RESISTANCE TO GROUND MUST NOT �� ,3D /7
EXCEED 10 OHMS. /
10. INSTALL WARNING PLATE(P/N ACWS)IN A HIGHLY VISIBLE LOCATION. /o/
11. FOR FOUNDATION DETAILS AND GENERAL FOUNDATION NOTES,BASED ON ZL
AN51/TIA-222-G PRESUMPTIVE CLAY SOIL,SEE DRAWINGS DWG-0128 AND 5090548
100 MPH 3-SECOND GUST WIND SPEED RESPECTIVELY.
12. FOR 25G,45G,55G,AND 65G TOWER PROFILE DRAWINGS,REFER TO DRAWING NUMBER
25G 45G 45GSR SSG 65G 25G55,45G5S,55G5S,AND 65GSS,RESPECTIVELY.
HEIGHTtPA(SQ. EPA(SQ.FT) EPA(SQ.FT) EPA(SQ.FT) EPA(SQ.FT) 13. STRUCTURES SUPPORTED ON BUILDINGS OR OTHER STRUCTURES REQUIRE SPECIAL
(FT) PART PART PART PART PART CONSIDERATION.DESIGNS ASSUME STRUCTURES ARE INSTALLED ON LEVEL FLOOR
NO' EXP.B EXP.C NO' EXP.B EXP.C N%2414
C NO' EXP.C NO. 14. DESIGN ASSUMES MAINTENANCE AND INSPECTION WILL BE PREFORMED OVER THE LIFE
OF THE STRUCTURE IN ACCORDANCE WITH ANSI/TIA-222-G.ALLTOWERS SHOULD BE
10 2555010 47.4 39.5 4555010 82 66 455 SSSSOIO 95 9S 6555010 THOROUGHLY INSPECTED BY QUALIFIED PERSONNEL ANU RE-MARKED AS REQUIRED
WITH APPROPRIATE DANGER AND ANTI-CLIMB LABELS AT LEASTTWICE A YEAR TO
20 25SS020 23.2 16.9 45SS020 74 55 45S 555SO20 95 95 65SS020 ENSURE SAFETY AND PROPER PERFORMANCE.
30 2555030 9.7 4.8 4555030 66 43 455 5555030 81 55 6555030 15. STANDARD DESIGNS ARE INTENDED TO BE CLIMBED BY SKILLED AND COMPETENT
CLIMBERS ONLY.A SAFETY CLIMB SYSTEM,BY OTHERS,IS REQUIRED FOR ALL
35 2555035 5.1 0.7 4555035 59 38 4555555035 61 40 6555035STRUCTURES TO BE ORDERED SEPARATELY.
16. THE TOLERANCE ON INSTALLED HEIGHT IS EQUAL TO PLUS 1%AND MINUS 1/20.
401.2 - 45SSO40 46 30 45SSSSSO40 47 29 65SSO40 17. INSTALLATION MUST BE IN CONFORMANCE WITH LOCAL,STATE AND FEDERAL
55R045 - 20 6555045 REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHTING.
45 35 22 4 5 5555045 35
50 27 15 ------0 26 13 65SS050
55 20 9 455R055 17 6 65SS055
60 13 4 45SR060 11 1 65SS060
110 MPH 3-SECOND GUST WIND SPEED
25G 45G 4SGSR SSG 65G pan0ucrs,u.c
HEIGHT EPA(SQ.FT) PART EPA(SQ.FT) PART EPA(SQ.FT) PART EPA(SQ.FT) PART EPA(SQ.FT) PART PO BOX 5999
PEORU,IL 61601-5999
K61
NO' EXP.B EXP.C NO. EXP.8 EXP.CV
EXP.B EXP.C NO, EXP.B EXP.C NO. TOLL FREE 600-727-ROM
10 25SS010 39.4 31.9 45SSOIO 67 53 63 51 5555010 95 95 65SS010 Inisow,wlncarxE PxDaERirerRarw.NaxxrmN:
0.NMIODDCEO,CO NE D OR iRAftO bl LVMOIE OR In RMT wRxOtR
- WR WR[NFtt C9x.FNi.
20 25SS020 18.3 12.3 45S5020 59 43 34 25 55SS020X13
502030 25SS030 6.5 1.9 45SS030 51 32 17 9 555SO30S030 SELF-SUPPORTING G SERIES TOWERS
351.7 - 45SS035 45 27 11 4 55SS035SS035 REV.G EFFECTIVE PROJECTED AREAS
40 35 22 45SR040 5 - 55SSO40SSO40 (90-110 MPH 3-SEC GUST,NO ICE)
OWN: CHK'D: DATE:
45 26 15 45SR045 SSO45 JHY 3DM 10/12/2012
5p 19 9 45SR050 5SO50 ENG'R: SHEET a:
HA lOFI
55 13 4 45SR055 5SO55 PAY ENG0.. PP).MANGR:
60 7 45SR060 55060 DRAWING NO: REV'
DWG-0617 4
FILE NO.
REVISIONS
REVI DESCRIPTION DWN 6iKrA"JXY
V' Pp'I£:O1AI1JH115
NOTES: v
1. REFER TO DRAWING NO.DWG-0617 FOR TOWER EFFECTIVE PROJECTED AREAS AND GENERAL NOTES.
2. REFER TO DRAWING NO.DWG-0128 FOR FOUNDATION DETAILS. ---Tl- . .
3. REFER TO DRAWING NO.B090548 FOR STANDARD FOUNDATION NOTES.
4. REFER TO DRAWING NO.A810214 FOR FOUNDATION AND ANCHOR TOLERANCE. _OF
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6 6 1 S
OWN: CHK'D: DATE;
45GSR58 JHY KTL 0302/2015
^ ..
ENG'k SHEET C'
SHORT BASE HA IOF2
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P/N:45SR010 P/N:45SR020 P/N:45SR030 P/N:4SSR035
10'45GSR SERIES TOWER ASSEMBLY 20'45GSR SERIES TOWER ASSEMBLY 30'45GSR SERIES TOWER ASSEMBLY 35'45GSR SERIES TOWER ASSEMBLY DRAWING NO: REV'.
45GSR55 1
FILE NO.
REVISIONS
REV DESCRIPTION OWN CHK APP
wOVFiI NOTE.15
1 ]HY MDF HA
DAre. o�iDs�2nly
(4)1!2"x 1 3!4"
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N L RD ^I iN•J'�T v a p p RD P v PEORIA,Po ILRox 81681-s9995999
TOLL FREE 800-727-ROHN
THIS DPAWiNG IS THE v0.0PE0.TYOF PMH rt15 NOT TO Bf
PEVROWCED,COVIEO OP TRaCEO IN wHOIf O0.W%AT WNNgIf
\ OUR WROTEN CONSOTf
(12)210019GA
BOLT ASSEMBLY 45GSR SERIES TOWER ASSEMBLY
(nP) 10' 60'
G.L. -
_ r ` OWN: CHIC'D: DATE:
f::a r• 3HY KTL 03/02/2015
45GSRSB ENG'R SHEET E:
SHORT BASE a'•.- HA 2OF2
P/N:45SR040 (TYP) P/N:45SR045 ,P/N:45SR050 .P/N:45SR055 IP/N:45SR060 PRI.ENG'R I PRO.MANGIL
40'45GSR SERIES TOWER ASSEMBLY 45'45GSR SERIES TOWER ASSEMBLY 50'45GSR SERIES TOWER ASSEMBLY 55'45GSR SERIES TOWER ASSEMBLY 60'45GSR SERIES TOWER ASSEMBLY
DRAWING NO REV:
45GSRSS 1
FILE NO.
GENERAL NOTES: 222721
REVAMN5
CIRCULAR TIES 1. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING REV DESCRIPTION DwN cnX aPP
PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA PROVIDED.FOUNDATION DESIGN MODIFICATIONS
MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGN PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS
ENCOUNTERED.
3'-D" V2'-3"O.C. Nam' DEPTH(FT) SOIL TYPE K(PCI) y(PCF) Cr(DEG) C(KSF)CAGE DIA.FROM CENTERLINE(PIER D[A.) DIA.) 0.0-1.0 SOFT CLAY 5.0 80.0 0.0 0.100 0.035
OF VERTICAL BARS. 1.0-10.0 CLAY 25.0 125.0 0.0 0.720 0.010THERWISE NOTED,THE LATEST
2. WORK SHALL BE REVISION F ACII318,CB ILDING CO E REQUIREEMENTS FORDANCE WITH LOCAL CODES, O REINFORCED CON REW REGULATIONS AND'.SPROC DURES FOR THE ROTECTION OF EXCAVATIONS,EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION.
EQUALLY SPACED 834"O.C. 3. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE.
4 v.....1..............__..._............_.......9
9. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN
PLAN VIEW DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS.THE DURABILITY REQUIREMENTS OF ACI318 7 H I JIRJLAZOURI i
CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE.,AS A MINIMUM,CONCRETE SHALL DEVELOP A ������"��•�•���•�"�•• ���������•�•�•"q
�45GSR SHORT BASE SECTION MINIMUM COMPRESSIVE STRENGTH F 4,500 PSI(31.0 MPA)IN 28 DAYS. 1 _
S. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR 113 CLEAR DISTANCE "ENS
2"MIN I 2"FROM TOP F CONCRETE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 213 CLEAR DISTANCE PROVIDED WORKABILITY AND t 1 S/ •��C9+
4"MAX �{ TO TOP OF REBAR CAGE METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS.
� G.L - - 6. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60 UNLESS OTHERWISE
�_ � �I����/\ HERWISE INDICATED.
7• REINFORCING CAGES SNOTED. SPLICES IN HALL BEEBRACEDMENT HTO RETAIN PRALL NOT BE O ER DIMENSIONED UNLESS CSTDU DURING HANDLING AND THROUGHOUT PLACEMENT OF /z2
���/\�,�� CONCRETE.WHEN TEMPORARY CASING IS UTILIZED,BRACING SHALL BE ADEQUATE TO RESIST FORCES OCCURRING FROM
FLOWING CONCRETE DURING CASING EXTRACTION.
B. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBODIMENTS.
2 NO.4 CIRCULAR TIES
() 9. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES(76 MM)UNLESS OTHERWISE NOTED.APPROVED SPACERS
ENCLOSING VERTICAL BARS
WITH 24"LAPS ON 2-1/2"CENTERS SHALL USED T INSURE 3 INCH MINIMUM COVER ON REINFORCEMENT.
T-Hy___--_n-1 10. SPACERSS SHALL BEE ATTACHED INTERMITTENTLY
TENEN TLY THROUGHOUT THE ENTIRE LENGTH OF VERTICAL REINFORCING CAGES TO INSURE
WITH 2"COVER. CONCENTRIC PLACEMENT F CAGES IN EXCAVATIONS.
N
11. FOUNDATION DESIGN HAS BEEN BASED N GEOTECHNICAL REPORT NO.94175290 DATED 9/15/2017 BY TERRACON
CONSULTANTS,INC..
12. FOUNDATION DEPTH INDICATED IS BASED ON THE GRAE LINE DESCRIBED IN THE REFERENCED GEOTECHNICAL REPORT.
----- NO.4 CIRCULAR TIES FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL OPERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE
ENCLOSING VERTICAL BARS GEOTECHNICAL INVESTIGATION.
_ WITH 24"LAPS ON 6"CENTERS 13. FOUNDATION DESIGN ASSUMES THE RECOMMENDATIONS IN THE REFERENCED GEOTECHNICAL REPORT CONCERNING VERIFICATION
F FOR TOP 7-0" OF SUBSURFACE CONDITIONS ARE IMPLEMENTED PRIOR TO PLACEMENT OF CONCRETE.
I 14. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED WITH THE PROPOSED
L -J FOUNDATION TYPE.CONSTRUCTION SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES.
IS. FOUNDATION DESIGN ASSUMES INSTALLATION PROCEDURES WILL INCORPORATE THE PROCEDURES RECOMMENDED IN THE
REFERENCED GEOTECHNICAL REPORT.
16. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFYTHAT CONSTRUCTION MATERIALS,
i NO.4 CIRCULAR TIES INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON CONDITIONS EXISTING AT THE SITE.
H---- ! ENCLOSING VERTICAL BARS 17. FOR FOUNDATION INSTALLATION TOLERANCES SEE STRUCTURE ASSEMBLY DRAWING.
II WITH 24"LAPS ON 12"CENTERS 18. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT.SIDES OF EXCAVATION
FROM TOP T-O"TO THE BOTTOM SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS.
19. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS,INFILTRATION OF WATER
OR SOIL AND OTHER OCCURRENCES WHICH MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION.
I� 20. FREE FALL CONCRETE MAY BE USED PROVIDED FALL IS VERTICAL DOWN WITHOUT HITTING SIDES OF EXCAVATION,FORMWORK,
REINFORCING BARS,FORM TIES,CAGE BRACING OR OTHER OBSTRUCTIONS.UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL
l THROUGH WATER.
21. CONSTRUCTION]DINTS,IF REQUIRED AT THE BASE OF THE PIERS,MUST BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF
114 INCH(6 MM).FOUNDATION DESIGN ASSUMES NO OTHER CONSTRUCTION JOINTS. MMUCTS uc
(12)NO.7 VERTICAL BARS 22. TOP OF FOUNDATION OUTSIDE LIMITS OF ANCHOR BOLTS SHALL BE SLOPED TO DRAIN WITH A FLOATED FINISH. AREA INSIDE Po BOX 5999
r---------- - EQUALLY SPACED ON A 2'-3" LIMITS OF ANCHOR BOLTS SHALL BE LEVEL WITH A SCRATCHED FINISH. PEORIA,IL61601-5999
DIA.CIRCULAR CAGE. 23. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4"X 3/4"(19MM X 19MM)MINIMUM. TOLL FREE 800-727-ROHN
24. FOUNDATION DESIGN ASSUMES CASING,IF USED,WILL NOT BE LEFT IN PLACE. EQUIPMENT,PROCEDURES,AND PROPORTIONS OF Ir_ rxrs DR�wu+c�srxE s N a rmr meE
CONCRETE MATERIALS SHALL INSURE CONCRETE WILL NOT BE ADVERSELY DISTURBED UPON CASING REMOVAL RFPRDdI�D,CopMDoamnu,nxn�ncxw.
reDw wxD.oRwcnxrxmmour
25. DRILLING FLUID,IF USED,SHALL BE FULLY DISPLACED BY CONCRETE AN D SHALL NOT BE DETRIMENTAL TO CONCRETE OR Cue wRm'a+eox�cxr,
SURROUNDING SOIL CONTAMINATED CONCRETE SHALL BE REMOVED FROM TOP OF FOUNDATION AND REPLACED WITH FRESH CORPUS CHRISM ELECTRONICS
CONCRETE. DRILLED PIER
ELEVATION VIEW NOTE:SEE STRUCTURE ASSEMBLY DRAWING FOR FOUNDATION LAYOUT AND ANCHORAGE EMBEDMENT DRAWING NUMBER. FOUNDATION DETAILS
N.T.S. GRAPEVINE,TX
FACTORED REACTIONS VOLUME OF CONCRETE OWN: EHK'D: DATE:AS 9/19/2017
ENG'R: SHEET DOWNLOAD
DOWNLOAD= 1.3 KIPS 2.7 CU.YDS 1 OF 1
SHEAR= 1.4 KIPS PRI.ENGR: PRI.MANG11
AS
O.T.M. = 48.4 FT-KIPS
DRAWING NO: REy:
222721-01-F2 0
Rohn Products LLC.
Designed By: AS Date: 9/19/2017 2:30:29 PM
Checked By: X4— Date: ?/.Za//7
Eng. File: 222721 Building Code: TIA Rev. G
LPile: ver. 4 LPile_I: ver. 3.1.2
Customer: CORPUS CHRISTI ELECTRONICS
Site: GRAPEVINE, TX ,�SO T�e�
FACTORED REACTIONS 4*/''
DESIGN OPERATIONAL i HABi JIRJI AZOURI
Download, kips 1.3 1.4 -
OTM, ft-kips 48.4 15.5
Shear, kips 1.4 0.4 d S
� � S +�ONALE Ctl
LPILE INPUT PARAMETERS //0/z
Depth(ft) Soil Type K(pci) c (de ) C(ksf) E50(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
Reaction Modification Factor= 1.33
Pier Diameter=T - 0", Shaft ID = 0' - 0", Pier Depth= 10' - 0" and Ground Slope = 0 Deg.
SUMMARY OF LPILE RESULTS
(See 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.
SHAFT REINFORCING PROGRAM VER. 2006. 1
--------- - -------- -- - - 4�E0F 7Eh`'y1
DESIGNED BY: AS -------`-N-�---^- ���'�� ,.,.,,.';4$
5.
ENG. FILE NO. : 222721 * ��
DATE: 9/19/2017 2:30:29 PM '•,'t d
�..,..n...............
CUSTOMER: CORPUS CHRISTI ELECTRONICS j HABIJ3 JIRJI AZOURI W
INPUT DATA � t.. ,,,, ,,,,,,,,,,,,,
f
— •%•..CEIdS
C = 1.30 Kips Vc = 10.88 Kips Mc = 56.13 Ft- e%l SjO ALE.��
T = .00 Kips Vt = .00 Kips Mt = .00 Vt-K I�
Fy = 60.00 Ksi Fyt = 60.00 Ksi L. F. = 1.00 /00//7
H = 36.00 In. Ds = 27.00 In. F'c = 4. 50 Ksi
U = 1.00 Irs = Round
*** SHAFT CROSS SECTION IS ROUND ***
SUMMARY OF ANALYSIS
Minimum area of steel req'd. = 5.09 sq.in. (Rhomin = .0050)
Maximum steel area limit = 81.43 sq.in. (Rhomax = .0800)
CIRCULAR TIE DATA
Vu <. 85*Vc/2, shear reinforcement is not required
Depth, Ft
0
O f'�1 C? CM GC] oo C9 47
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Attachment E – Communications System
System Block Diagram
Wireless Antenna
Southlake Terminal SimulationState Highway 26 View