OR 91500-A-577 AT&TAN ORDINANCE OF THE CITY OF COPPELL, TEXAS
ORDINANCE NO. 91500 -A -577
AN ORDINANCE OF THE CITY OF COPPELL, TEXAS,
AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND
MAP OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE
AMENDED, BY GRANTING A CHANGE IN ZONING FROM LI
(LIGHT INDUSTRIAL) TO S- 1233R -LI (SPECIAL USE PERMIT -
1233 REVISED -LIGHT INDUSTRIAL), TO ALLOW NINE (9)
FLUSH - MOUNTED PANEL TELECOMMUNICATION
ANTENNAE TO BE MOUNTED ON AN EXISTING WATER
TOWER AND AN EQUIPMENT CABINET WITHIN THE BASE OF
THE WATER TOWER, TO BE LOCATED AT 510
SOUTHWESTERN BOULEVARD, AND BEING MORE
PARTICULARLY DESCRIBED IN EXHIBIT "A" ATTACHED
HERETO AND INCORPORATED HEREIN; PROVIDING FOR THE
APPROVAL OF THE OVERALL SITE PLAN, ENLARGED SITE
PLAN, ELEVATION AND ANTENNA DETAILS, AND IRON GATE
AND WALL DETAILS ATTACHED HERETO AS EXHIBITS "B",
"C", "D", AND "E" RESPECTIVELY; PROVIDING FOR SPECIAL
CONDITIONS; PROVIDING A REPEALING CLAUSE; PROVIDING
A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE;
PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF
TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE;
AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City Planning and Zoning Commission and the governing body
of the City of Coppell, Texas, in compliance with the laws of the State of Texas and
pursuant to the Comprehensive Zoning Ordinance of the City of Coppell, have given
requisite notices by publication and otherwise, and after holding due hearings and
affording a full and fair hearing to all property owners generally, and to all persons
interested and situated in the affected area and in the vicinity thereof, the said governing
body is of the opinion that Zoning Application No. S- 1233R -LI should be approved, and
in the exercise of legislative discretion have concluded that the Comprehensive Zoning
Ordinance and Map should be amended.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF
THE CITY OF COPPELL, TEXAS:
SECTION 1. That the Comprehensive Zoning Ordinance and Map of the City of
Coppell, Texas, duly passed by the governing body of the City of Coppell, Texas, as
1 TM 53577
heretofore amended, be and the same is hereby amended to grant a change in zoning
from LI (Light Industrial) to S- 1233R -LI (Special Use Permit -1233 Revised -Light
Industrial), to allow nine (9) flush - mounted panel telecommunication antennae to be
mounted on an existing water tower and an equipment cabinet within the base of the
water tower, to be located at 510 Southwestern Boulevard,, being more particularly
described in Exhibit "A" attached hereto and made a part hereof for all purposes,
subject to special conditions.
SECTION 2. That the Special Use Permit to allow antenna on the existing
water and a structure housing the equipment at the base of the tower is hereby
amended, subject to the following special conditions:
A) The site shall be developed and maintained in accordance with the
regulations and Exhibits `B" through "E" incorporated in Section 3 of this
ordinance.
SECTION 3. That the Overall Site Plan, Enlarged Site Plan, Elevation and
Antenna Details and Iron Gate and Wall Details, attached hereto as Exhibits `B ",
"C ", "D" and "E" respectively, and made a part hereof for all purposes, are hereby
approved as special conditions.
SECTION 4. That the above property shall be used only in the manner and for
the purpose provided for by the Comprehensive Zoning Ordinance of the City of
Coppell, as heretofore amended, and as amended herein.
2 TM 53577
SECTION 5. That the development of the property herein shall be in accordance
with building regulations, zoning ordinances, and any applicable ordinances except as
may be specifically altered or amended herein.
SECTION 6. That all provisions of the Ordinances of the City of Coppell,
Texas, in conflict with the provisions of this ordinance be, and the same are hereby,
repealed, and all other provisions not in conflict with the provisions of this ordinance
shall remain in full force and effect.
SECTION 7. That should any sentence, paragraph, subdivision, clause, phrase or
section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid,
the same shall not affect the validity of this ordinance as a whole, or any part or
provision thereof other than the part so decided to be unconstitutional, illegal or invalid,
and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole.
SECTION 8. An offense committed before the effective date of this ordinance is
governed by prior law and the provisions of the Comprehensive Zoning Ordinance, as
amended, in effect when the offense was committed and the former law is continued in
effect for this purpose.
SECTION 9. That any person, firm or corporation violating any of the
provisions or terms of this ordinance shall be subject to the same penalty as provided
for in the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore
amended, and upon conviction shall be punished by a fine not to exceed the sum of
Two Thousand Dollars ($2,000.00) for each offense; and each and every day such
violation shall continue shall be deemed to constitute a separate offense.
3 TM 53577
SECTION 10. That this ordinance shall take effect immediately from and after its
passage and the publication of its caption, as the law and charter in such cases provide.
DULY PASSED by the City Council of the City of Coppell, Texas, this
the )- day of b n&-r , 2012
APPROXED 4S TO FORM:
khk�eo�
ROBERT E. HAG9PyA1TY ATTORNEY
(REH/cdb [reviewed y])
4 TM 53577
LEGAL DESCRIPTION
LEASE AREA
BEING a 0.009 acre (400.00 sq. ft.) tract and being all that certain lot, tract or parcel of land called a 2.338 acre tract as
deeded to the City of Coppell, Dallas County, Texas in a Warranty Deed dated November 16, 1984 as recorded in
Volume 84246, Page 513, Deed Records of Dallas County, Texas, and also being all that certain lot, tract or parcel of
land called a 1.306 acre tract as deeded to the City of Coppell, Dallas County, Texas in a Warranty Deed dated
November 16, 1984 as recorded in Volume 84246, Page 517, Deed Records of Dallas County, Texas, and being more
particularly described as follows:
COMMENCING from an iron rod found at the northeast corner of said 1.306 acre tract and also being the intersection of
the northerly boundary line of said 1.306 acre tract and the westerly right -of -way line of S. Coppell Road (100' R.O.W.),
for a corner;
THENCE S 86 044'54" W along the northerly boundary line of said 1.306 acre tract a distance of 330.75 feet and S
03 °15'06" E across said 1.306 acre tract a distance of 0.47 feet to a 1/2 inch iron rod set at the POINT OF
BEGINNING of said lease area;
THENCE S 03 015'06" E across said 1.306 acre tract a distance of 20.00 feet to a 1/2 inch iron rod set, for a corner;
THENCE S 86 044'54" W across said 1.306 acre tract a distance of 20.00 feet to a 1/2 inch iron rod set, for a corner;
THENCE N 03 015'06" W across said 1.306 acre tract a distance of 20.00 feet to an existing fence corner post, for a
comer;
THENCE N 86 044'54" E across said 1.306 acre tract a distance of 20.00 feet to the POINT OF BEGINNING and
containing 0.009 acres (400.00 sq. ft.) of land.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
August 31, 2011, under my supervision.
Ronald D. Wimberley, R.P.L.S. No. 6005
�
(DATE: September 6, 2011
�P�.•'
;�
JOB NO. 11060
��;:•:
F'•.�
.............................
c
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V
EXHIBIT "A"
WIMBERLEY SURVEYING PROFESSIONALS
P.O. BOX 9237
GREENVILLE, TEXAS 75404
903 - 450 -8100
LEGEND
REF. S PLAN ON
IHT. C-2 c -2 FOR Fac THIS
PROPOSED NEW
(E) EXISTING
(E)
TONEI!
(E) CHAINUNNKK
APPROXIMATE LOCATION
OF (E) 16.0 WATER 191E
:. _...,.
'
4-f
- - - CENT. LINE
-U
_
PROPERTY UNE
(E) RAILROAD TACKS
-X- FENCE UNE
201-V
-G- GROUND WARE
., _ _ -
______
-OHP- OVERHEAD POWER
171•_7' _ _
_____� i i x i4
p
$
-011T- OVERHEAD lELCO
-P- UNDERGROUND POWER CONDUIT
- tg - - \
- _rte =T_ - �� I I =
I F _ LOCATION K I j
-T - UNDERGROUND TELCO CONDUIT
(APPROX.
dF (E) PROPERTY
BUILDING (
(E) CITY OF CO1%L
WATER TOWERS
I ��
1 1
) APPROYAT LOCATION
I'll OF (E) 2{•O WATEM LINE
10.1
I i V
III VVVV'_
tY ACCESS
EASaFNT
— ________ __
Goodman
Networ
..,. A�•.i �.i...r
y
- -- - - - ___ ___________________
� _
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DRAWN BY: D. ESCOBAR
1
E) VAULT
(17 PAVED
CHEDGD BY: J. GEORGE
II
-
ACCESS DRIVE
ADD JIB # 11 -4221
TrTE
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IF 24'0 YMTFR UNE II
(E) PROPERTY UNE (TYP.)
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0/1I/6
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to
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(E) Pow71 �I
TRANSFORMER POLE
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(E) TELCO PEDESTAL
..:... .. .... .......
a' x 76' PLDT - I• . 70' 0 1s' 70' IKI'
MOTfACKAI GEORG
�
MR
FOR l r x n' PLOT - r• - 1a' ®
.................. ....
., 91793
OVERALL SITE PLAN
1
:.
�l
NOTE
j`heEt�a&c.-
�. sn M srAxn
1'1 P 14 DO N
MKYUM S1NE THICKNESS SHALL BE
{' OF A 7 OR OTHER APPROVED
2' X 2' X 5'
yz y aMAN 19 1A q
M E W
PmTA.
1 SrAE1E fAtFR wWiVl A eta91U MID OAIPAR M
W SrNRA"EXIDW HGYAWD AR
rt NW M 1IOWl
NOTVADOWIDIOUf
P.E STA1NBSiGNAILPE
nSANTAFETRAIL NCH /
61
MATERIAL (SEE GRADATION SCHEDULE
THIS SHFEI')
{' CRASHED STONE
ALL OISTURBED AREAS TO BE COVERED
WTH NRM 50OX FABRIC OR APPROVED
STS MD ----I e' wx
�IIQI'j�
((TTjj N+
j�� -14
OASS 7 GRADATION SCHEDULE
SIEVE SUE %PASSING
1 1
100%
EQUAL AND CRUSHED STONE TO MATCH
�"
-
60 -100%
- - -I E7ISTWG
III III — III —III I
III III A°E OR
MO
3 {•
50 -9071
°
25-MX
— — -III -- �5 L
SHEET FLOW INSTALLATION
"� 1da
ar FAwc
OvERALI
SITE PLAN
POD
10-70%
I 7-10%
(PERSPECTIVE VIEW)
-.
7MtT MBA
C7,
GEOTEXTILE FABRIC DETAIL'
` 2
SILT FENCE DETAIL (AS REQUIRED)`
3
0
(N) 12'-B" X 16'-6' CONCRETE PAD
NTH (N) AT &T EQUIPMENT CABINETS
TOP OF CONCRETE SAB
TO BE MN. 6. ABOVE FINISHED GRADE
(N) 20' X 20-
LEASE AREA
FOR (N) AT &T EQA !NTT.
— — (N) U/G TELCO SERVICE FROM (E) TOM (N) PURCEU CABINET
PEDESTAL TO (N) HOFFYAN BOX ON (N) 4-FRAME qIH
REF. DEC RASA ON SIFT. E -1 RA E W"H
N (N) ) ELEC RACK
(N) AT &T METER
A 4 a,
TO (E) TRMOORNER POWER POLE (N) AT &T METER 011
AT RIGHT OF 'MAY. (N) B' CWI WALL 4 a
REF. ETEC RISER ON SHE. E -2 WTH EXTERIOR BRIO( VENEER
REF. DEC RISER ON SNT. E -2
P — P —P P P
- p_�P -- _ -__- P
P T - -t �T_- T -_mot-
-P— _
T- -__-
t � t � ___
-------------
(N) CABLE ENCASEMENT
(N) TKNOT FOR (N) U/G
UTILITY SERVICES AVOID CONFLICTS NTH
(E) U/G UTILITIES. REF. 4/C-{
ri
iv
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(N) S' COAX
EASEMENT
CONTRACTOR TO ADD CRUSHED STONE TO
LEGEND
PROPOSED
NEW
(E)
EXISTING
— - —
CENTER LINE
— - - —
PROPERTY LINE
—X—
FENCE UNE
—G—
GROUND WARE
— OHP —
OVERHEAD POWER
— OHT —
OVERHEAD TELCO
—P "—
UNDERGROUND POWER CONDUIT
— T —
UNDERGROUND TELCO CONDUIT
iv
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(N) S' COAX
EASEMENT
CONTRACTOR TO ADD CRUSHED STONE TO
VALLEY RANCH /
THIS AREA AFTER CONSTRUCTION
SANTA FE TRAIL
�I
DXU5261
IX
. I
CO.19U.. E,
COFFHL, T% 26M9
7�7____________ APPROXIMATE LOCATION
OF (E) I TUT DRAIN
(AMMO (%EOIMID DISTURBANCE)
/ (N) HOTMML ENCLOSURE
FOR TELCO SVC. REF.
RISER ON SHEET E -2
i
i
(N) AT &T Y UTUTY
jE
I
FOR LTE
FOR 24' % Dfi' PLOT - 3/16' I' 02
DER,
O NPMENT
MU WALL NTH
R BRICK VENEER
& RON GATE REF... C-9
(� 10.
OINK
(N) BURIED CONDOR
FOR CABLES
TO ANTENNAS
(E) TOWER
FOUNDATION
f
i
(N) CABLE ENCASEMENT
(N) CABLE TRAY
(N) AT &T ANTENNAS
(TYP. OF 9)
REF. S T. C -J
(PAINT TO MATCH)
cork.
/1- __ -____1 (DRAINAGE FLUME
1
1
1
1
I
I
I
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I I
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I I
1 j (E) TOWER UtliTS
ON CONC. � I PAD (TYP.)
I 1
I I
I I
I 1
I I
I 1
I I
I I
I I
(E) PAD MOUNTED I
1 GENERATOR I
I I
I I
I I
1 I
1 APPROIOMATE LOCATION 1 / a
OF (E) 16.1 WATER LINE
1 I
1
II
` I I
I/I
I
C9
Goodman
Networks
MAN BY. D. ESCOBAR
C EM BC J. GEORGE
AM JOB f II -4221
BAR or
1 MTI IREVISED WC I S(
I n 1 BRNEr
c NMIl LIM Ao- WILI DE
RDIBIrR( m
a EIT�
C7
z
Will
�, pub O F Tic -la\�4
. ............
JJI MOTTACKAL GEOR ,
N, . < CEoO.• \
VALLEY RANCH /
i
I
SANTA FE TRAIL
�I
DXU5261
IX
. I
CO.19U.. E,
COFFHL, T% 26M9
ENLARGED
I
SITE PLAN
I
■ _ -L
�/
FOR 24' % Dfi' PLOT - 3/16' I' 02
DER,
S'IRJSnnAE OUIP9Y PEROOiD ar AlarRo
A00 JOY/ 11 -� DATED 07/2!/11.
LOP OF�TDYER
Iv 5.17! AG.
PPELL
12951 AGL
11 - S4 Y 0 AGL
RID m u NF
X
2
W
v
AT&T ANTENNAS
'. OF (9). (3) PER SECTOR)
NT TO MATCH)
-(N) CABLE TRAY
.(N) ENCLOSURE (DOGHOUSE)
(N) AT&T MEIEA &
HOFFMAN ENCLOSURE ON
(N) 8' CMU WALL
MTN EXTERIOR BRICK VENEER
REF. ELEC. RISER ON SHT. E -2
(N) 12'-8' X 16' -6'
CONCRETE PAD
MN (N) AT&T
EQUIPMENT CABARETS
(N) 8' CMU WALL
r MTH EXTERIOR BRICK VENEER
I &IRON GATE REF. SHT. C -9
( �NK FENCE E ( CE b
BARBED WWE \
/ — — NOTE
(N) BURIED CONDUIT J — — CABINETS NSTMIID
FOR CABLES TO ANTENNAS WITHOUT PENDI BASE
hi1
THIS MEW.
O
hh
IV
TOWER ELEVATION
NOTE:
BEFORE NSTZJLRG ANY E%WMENT CONTRACTOR
MUST OIECK MN AT&T PROJECT MMIACER AND
AT&T RF ENGINEER FOR NOW RECENT RF
CONFIGURATION SHEET.
NOTE:
ALL CONNECTIONS FOR HANGERS. SUPPORTS.
9NAONG. ETC. SHALL BE INSTALLED PER TOTER
MANUFACNREA'S STANDARD DETAILS.
)r
2K
A -16 ml
A -J
�A
A -5
0
ANTENNA ORIENTATION PLAN 2
ANTENNA / COA% COLOR
ANTENNA INFORMATION
MD.
800
1900
COAX INfO.
UMBER CODE
MAKE
MODEL
ADMUN
CENTER
A -I
RD/BL
1 S/e'
128'
RD/BL/WH
"DREW
DB%NH -65658 -R2M
B'
Nf
2'
O'
2'
a.
1 5/8'
128'
A -3
RD /(A
FIBER
128'
��
ANDREW
DB%NH -65658 -R 2M
8'
BO
7
0'
7
0'
DC PW
128'
A -5
RD/SL
1 5/8'
128'
RO/SL /WH
ANDREW
DB%IIH -fi5fi5B -R2M
B'
80'
7
0'
T
0'
1 5 18'
128'
8-1
BL/8L
i 1/1'
158'
BL/$/WH
MDR EW
DB%NH -65656 -R2M
128'
BD'
7
0'
7
0'
158'
a -3
aL /GR
FIBER
158'
BL /GR/WW
ANDREW
DBXNM -65658 -R2M
128'
BD'
7
0'
2'
0'
DC PWR
158'
9-5
BL/SL
1 5/8'
158'
BL/SL/WH
ANDREW
DB%NH -65658 -R2M
12F
BD'
7
0'
Z'
O
1S ro,
158'
C -1
GR/Bl-
GR/BL
ANDREW
OB%IIH- 65656 -R2M
2W
BO'
Z'
0'
7
O
1 5/8'
158'
C -3
CA /OR
FIBER
158'
GR /Oi/Mt
AR DNEW
DB%NH- 65658 -R2M
248*
BD'
7
0'
7
O'
DC P.
158'
C -5
GIE/A
15 /8'
158'
GR/SL/EAI
ANDREW
DB%NN -65658 -112M
218'
BD'
7
0'
7
D'
1 5/8'
158'
NO ES:
1. LENGNS POSED ON THIS CHART ARE ESTIMATED FROM AVAILABLE INFORMATION.
2. TTPES AN O SIZES OF ANTENNA CABLES ARE BASED ON NE ESTIMATED LENGTH O
NE CABLES, CONTRACTOR TO VERIFY ALL ACTUAL LENCNS IN THE FIELD PRIOR TO
INSTALLAnON AND NOD" NE AT&T FIELD ENGINEER FOR VERIFICAnON OF SZES O
CABLES.
1 CONTRACTOR TO PROVIDE AS -N%LTS FOR THE LENCN OF CABLES UPON COMPLETION
OF INSTALIAnON.
ANTENNA CONFIGURATION
�N
Goodman
Networks
..,,
MAIN BY: 0. ESCOBAR
C ED® Br. a ffiNGE
AM 11 -4M
Iq DAR! 0 Wlll01 B7
2 N REVISED FC SK
1 I - We
C 1 FD - Mil BE
B I IM11B1N
0 inn
ff
► Will
5 ;
..:.... .. .............
OJI MOTTACKAL GEORG
C.F. 9........ 193
S`ON``A���
NOf f
P.E 5fOOP & S TGNAT URE
VALLEY RANCH /
SANTA FE TRAIL
DXU5261
510 SOUTHWESTERN
COMUL, TX 15019
�ELEMM AND
NTENNA DETAILS
�! YBBBII
C -3
15. O.D.
MOUTHING PIPE
MINE'
SVKICIIAAE AWALYM RBEMM BY AliPRO
1AW
(N) CABLE CUSHION INSERT
USE VALMONT PART /
(LENGTH ff
I' MW W' AS PER
JOB# 11 -4= DAIFD Hn/MAI.
SRISB OR SIMILAR
FIEIA VERIFY)
(N) CABLE ENTRANCE
NEW LIXW /4 10•LG
HOLES NTH SPFFENER
�y
(ASTM A36) TYP.
REFER DET. 5 THIS
3
PROPS
PAGE FOR DETAL
A- ANTENNA (TIN. OF
8
(9). (3) PER SECTOR)
(PAINT TO MATCH)
iC
\/ \
NEW 1/Y. U-801.1'
IMP.
Goodman
Tcw,/YeBaT
TYR
I /f# TRU -BMTS
rP.
�'��
Networ
to• TIP.
A
��
DRAW W. 0. ESCOBAR
AT&T PROPOSED TENNA
NEW 1 /YIN THRU -BOLT
PROPOSED COAX
INTERNALLY ON
ROUTED INTERNALLY NEW L3K3XI /4
UNISTRUT (USE
-
PERISITEEWALK
\
/CHECKED
\• /
\ \ /
BC J. GEORGE
AGO JOB R 11 -4221
2
W
REMSED RC
SK
(TYP OF (9)
ANGLE IMP.
APPROVED METHOD)
(N) UNDERGROUND
CONDUITS FOR COAX
(3) PER SECTOR)
PAINT TO MATCH)
( )
REFER DEE 5 THIS
PAGE FOR DETAIL
ROUTING
1
C
W I
I
- 9e11EY
p -COI ML
OUSTING WATER
TAW STEM WALL
B
I
(Sm)
aeTt
ELEYAiItYE
O
MOUNT DETAIL
' n` 1
CABLE ENTRANCE
2
E
m
INSBEO TANK
TANK WALL
7y}e1[•ii
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zfiy3 8
P ° 3
2
I
f
r
I. -0, I I T
f
n 1
OF TFy
DDM11LT ASSEMBLY REWORD
FOR ALL PANEL TYPE ANTENNAS
PLATE
OUTSIDE �. TAW YW ASTY STIFFENER KS STEEL
2' -3'
O-3'
2• WRIER TANK SHELL NEW 1/4• STIFFENER PLATE
= PSE _�11,
0' -10 1/Y
(E) WATER TOWER
TANK GFNdAL
MIN. ASTM A572- 50 KS STEEL
NEW 3/4• STIFFENER PUTS
WAIEIF Wl1WNG
Pty{ - eOTf011
dT11ANGE YW. ASTY A572- 50 K9
STEE
�AC-
DIOO S:C.S.
�'WCDING �C
(3 LOCATIONS TYP.)
TT
IBEBNNACACCORDANCEVITHHAANNA
AND
ANTENNA,
PIPE
OUTSDE
ALL WELDS TO THE TANK SURFACE SHALL BE MADE NTH E701B
SiALL BE SMOOTH AND FREE OF
I�AND
tY
fI- 1z'
'::: ••91793 •••i
^%
ANTENNA
INSIDE
BURRS UNDERGI� UNACCEPTABLE WEDS SHALL BE
REPAIRED AS BEITIIIRED TO MEET REQUIREMENTS
FLED DRLL 4• IN AM. HOLE
ON WATER TAW
FEUD DRILL 4• DIAY. HOf
' �.�'
( V
1�
G'E
(PAINT TO MATCH)
AWYM DI00
WELDING TIFFd� PLAIN
AFTER STIFFENER PULE
\ \� �
VY COAX
FFF'••TI
NO NFIIXNG SHALL ff DONE MHEN iFE AYBENT 1EWEEANRE
f�
ACCESS PIPE IF REWIRED.
10•
GRIND
GRID SMOOTH FOR NEW 4•
��A�I
yApCyrtnHOUF
AIIpER
PROPOSED
(4) 3 /B• TO BO' LEVEL
IS BELOW 32 DEGREE FyUENHET UNLESS THE REWUiFMENIS OF
ANNA D100, SEC 1021 ARE FOLLOWED.
ACCESS PIPE IF REQUIRED.
'NOT
(12) 1 -5 /B• TO BO' LEVEL
10° SHOP DRILL 4.5• DAY. HOLE
(ATkT YOBE71�
MELDING TO THE TANK ON ACCESS TUBE OPPOSITE THE WATER
ON PLATE
VALLEY RANCH
0,��
(USE APPROVED METHOD)
LEVEL R NOT PERMITTED.
+
TYP.
+ I /4•
SANTA FE TRAIL
LINE TO BTS
WELDING MAY CAUSE MUSTERING OF THE INTERIOR PAINT
OPPOSTE THE WED. DAMAGED PAINT SURFACES SHOULD BE
i.
\ o
1/4°
h
- SHOLADR61 4.5• DIAM. HOLE
o
DXU5261
TOUCHED UP E GEWOR PAINT DAMAGE SHALL BE REPAIRED
+
M) CABLE OISRN INSERT
-
.
AFTER COIPlE10N OF 111E ANTENNA INSTNIATON, AND SHALL
USE VALMONT PANT { SR123
BE COMPATIBLE WITH THE EUSTING PANT SYSTEM.
NEW' 3/4' STIFFENER PLATE
CCO�SOU . U 7501019
GALVANI7F.D COMPONENTS SHALL NOT BE WELDED DIRECTLY TO
+
NEW 3/4• STIFFENER PLATE
WTH HOES SHOP DRILLID
VON
ASTM A572 SHOP K (7HAOE
STEEL
mum ■W�L
THE TAN( SURFACE OTHER GALVANIZED SURFACES SHALL BE
GROUND FREE OF GALVANDNC BEFORE W]ONG
ASHY A572 - 50 NS GRADE
(3 BEONBED)
ANTENNA
CONTACTROR SHOULD OBSERVE ALL FIRE SAFETY REGULATIONS.
sm
(3 REWIRED)
_
DETAILS
�fY WWI
C
ETEVATON - lOP CABLE dTRANIE EIEVATON - BO77TN CABLE d1RA4CE
ANTENNA DETAILS
3
COAX ROUTE DETAIL ' �`
CABLE ENTRY DETAIL
-5
4
3' -0'
xv10
05 REBAR
O B' O.C.
PER
PLAN
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BI�L16 W (E) }MIgAANN lIIIONOf t
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SEE PLAN
N 2 1/2'
4'c4' STEEL &TUG 4•
W/ FULL GROUTING
,wwaK
2'z2' STEEL
1' SO. ROD (TYP.) FOR POST (TYP.)
TUBING
G
`v
FOR FRAMING
(TYP.) 4• (TYP)
...�
-
4' FINISHING BLOCK
B' THICK CMU WALL
i ..
BLOCK WALL
- -
EXTERIOR BRICK VENEER
. __. - .. -. .. ...
TO MATCH (E) BUILDING
05 BARS O 18' SPACING
o
?
I REFER TO DETAIL i FOR
Goodman
. _
m
I SPACNG REQUIREMENTS
%Networ
NEAR S -0' GATE VICINITY
.._ _._ _
GROUT -FILLED CMU ALL CELLS
n....., a�.. �. a... t........
'.. _— — • _- - --. —. _ - -_-
_-
BETWEEN FOOTING AND TOP OF SURFACE.
DRAWNND ESDOBAR
. ._ .. _ • , - -_ _.
I AL50, GROUT -FILLED CMU ALL CELLS
WITH VERTICAL REBAR AND 3' FROM GATES
D.
....
I (SEE DETAIL 1 FOR GROUT LOCATION)
AM ,OB R 11-4m
Iq
ML
BY
�`�r ... ...
E%ISTING
SURFACE
I FINISHED
SURFACE
_
1
t
FC
SK
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1' (FIELD VERIFY)
1't SEALED STEEL
NEW WEEP HOLES FOR
DRAINAGE CONTROL
LEAF HINGE (TYP. 3 PER SIDE)
j _:_.M
k
\ � (J) /6 BS
/
EQUALLY SPACm
no
AT 4' O.0
•i
•� �.� /
1 i\
/�.
CONCRETE_
POST FOOTING
Nay
qpp
�: �:�;
-0.
NN
�M
t� NOTE-
(BEND
(BENND D ALTERNATE)
E.J
1. GENERAL CONTRACTOR TO VERIFY NTH AT
&T EXACT
TYPE AND
B'
J
3
tS1 LOCATION OF HINGES FOR MOUNTING GATE
TO CMU.
J
3
2 GENERAL CONTRACTOR TO VERIFY ALL GATE
DIMENSION
PRIOR TO CONSTRUCTING GATE.
-
VIII I I
MASONRY
1.
MASONRY STRENGTH
8. PRIOR TO GROUTING, THE GROUT SPACE SHALL BE CLEAN SO THAT ALL SPACES TO BE FILLED
17. SOIL MINIMUM BEARING PRESSURE ESTIMATED TO BE 1,500 PSF
= PEE OF TFy X111
A. HOLLOW CONCRETE MASONRY UNITS: GRADE N, LIGHTWEIGHT WITH A COMPRESSIVE
WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 112 INCH,
PLEASE CONTACT ALLPRO CONSULTING GROUP INC. IF FIELD CONDITIONS
, ."•91p 1
STRENGTH OF F - 1500 PSI ON THE NET AREA
MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL GROUT SHALL BE PLACED SO THAT
ALL SPACES DESIGNATED TO BE GROUTED SMALL BE FILLED WITH GROUT AND THE GROUT
ARE DIFFERENT.
�'C•
B. GROUT: 2000 PSI, MINIMUM 28 DAY COMPRESSIVE STRENGTH. VIBRATE GROUT
IMMEDIATELY AFT POURING AND AGAIN AFTER 5 MINUTES. GROUT SHALL CONFORM TO
SHALL BE CONFINED TO THOSE SPECIFIC SPACES.
•••••,,,,,,,
•• ••• '
TO ASTM 0476 ,BJD UBC 2103. MIX GROUT FOR AT LEAST FIVE MINUTES AND UNTIL MIX 9. GROUT MATERIALS AND WATER CONTENT SHALL BE CONTROLLED TO PROVIDE ADEQUATE
OJI MOTTAc&: GEORG
HAS BEEN ATTAINED. GROUT SMALL HAVE SUFFICIENT WATER ADDED TO PRODUCE A
CONSISTENCY FOR POURING WITHOUT SEGREGATION USE GROUT WITHIN 1.5 HOURS OF
FLUIDRY FOR PLACEMENT, WITHOUT SEGREGATION OF THE CONSTITUENTS, AND SHALL
BE MIXED THOROUGHLY.
.....9179•,••••'
• -p
••.
ADDITION OF MIXING WATER.
10. THE GROUTING OF ANY SECTION OF WALL SHALL BE COMPLETED IN ONE DAY WITH NO
'9
C MORTARMCEMENT-LIME UBC 2 03YPES 1800 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH.
INTERRUPTIONS GREATER THAN ONE HOUR.
12. BETWEEN GROUT POURS, A HORIZONTAL CONSTRUCTION JOINT SHALL BE FORMED BY
D. 2,500 PSI STRENGTH CONCRETE AT 28 DAY 3' TO 5' SLUMP.
STOPPING ALL C.M.U. AT THE SAME ELEVATION AND WITH THE GROUT STOPPING A
MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL GROUT SHALL BE PLACED SO THAT
P.E. SrAIitSTGNAT1AtE
WHERE BOND BEAMS OCCUR, THE GROUT POUR SHALL BE STOPPED A MINIMUM OF 112
2.
LAY UNITS IN RUNNING BOND. CORNERS SHALL HAVE A STANDARD BOND BY OVER-
INCH BELOW THE TOP OF THE MASONRY
VALLEY RANCH
LAPPING UNITS.
13. SEGREGATION OF GROUT MATERIALS AND DAMAGE TO THE MASONRY SHALL BE AVOIDED
SANTA FE TRAIL
J.
MAXIMUM GROUT UFf WITHOUT CLEAN -OUTS SHALL BE 4' -0'
DURING THE GROUTING PROCESS.
()X!5261
4.
TIE VERTICAL REINFORCING AT EACH END OF BAR AND AT 4' -0' MAXIMUM VERTICAL
14. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT BEFORE
SPACING USING SINGLE WIRE LOOP TAPE TIES AS MANUFACTURED BY AA WIRE
LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE GROUT POURS GREATER
THAN 12 INCHES IN HEIGHT WILL BE RECONSOLIDATED BY MECHANICAL VIBRATION TO
Sw TTnN
PRODUCTS COMPANY OR APPROVED ALTERNATE
WHERE BOND BEAMS OCCUR, THE GROUT POUR SHALL BE STOPPED A MINIMUM OF 112
COPPELL,n
COHSE!, Tx TSOMs
5. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION AND CONTROL JOINTS. MECHANICALLY VIBRATED OR PUDDLED AND RODDED WITH SMOOTH BAR.��
8.
15. GROUT SHALL NOT BE HANDLED NOR PUMPED UTILIZING ALUMINUM EQUIPMENT UNLESS
IRON MITE 8
GROUT SOLD ALL WALLS IN CONTACT WI7H EARTH, RETAINING WALLS, STEM WALLS,
IT CAN BE DEMONSTRATED WITH THE MATERIAL AND EQUIPMENT TO BE USED THAT
CNU WALL DETAILS
AND AS NOTED ON DRAWINGS.
THERE WILL BE NO DELETERIOUS EFFECT ON THE STRENGTH OF THE GROUT.
C-9
7. GROUTED MASONRY SHALL BE CONSTRUCTED IN SUCH A MANNER THAT ALL ELEMENTS OF 16. PUCE /4 VEI2TICAL REINFORCEMENT O EACH CORNER AND O EACH SIDE OF AN OPENINGW�
THE MASONRY ACT TOGETHER AS A STRUCTURAL ELEMENT
IRON GATE DETAIL & CMU WALL DETAIL
1