1990-6-7 a zbaIII
I-1
AG
Lij
EX- -- - \ -�- _ _ 255.4 35'--1-�� - ----�- I , - - p- c. I,t - w S 89'1700 EPB.M. TOP LP �'10' BUFFERYARb 'C' - - Z' J4/Gkl-Cl q lQlLlAII��F.NCE I� PSI IIUE- - \ �S 89-17-99- \ � j Pa. --558 - Z / B!M. TOP OF I� 5OL - - -14.
Pds - - - - - _ IN ELEV. 591-lfF$Albt-------�\- ----fP-EfE�--Ln
-----�----------------------------�--_�� trap \ \\�\��� /� I ��� A TDRIVEW - / 1 1
���rox. location eft. - - 5g512 I Y -I / - O
I Lone star service llr� / EXISTING 20' FIRE LANE (GRAVEL) I \\ \� \ \ 1 / / ii� ' ASPHALT AYI zI / ,No N
/- �\ \\ 10 SE�ACK
I \ \LRE o /// 4 walk) e 'i
o h
\ \ I wareh o\ s PAN pFF/CEO -' Q
11 - X \ \ 1 1► BLDG.
1�, 1 III PROP. 7' HI,�H
voI 1 CHA/NLINK/ I i\\\�\,,,h/ / ,I�/
I \ \'Q�Q�/K Pa fF 596.57 EXI S
� III � \V j I � \\ FIE�DC
Light I 4 PARKIN' \ \ / I
D RAVEL) 11584.9 \ \ SPACES \ 3' ,� Ik p O \ 594. %'
15' l / - .. \ \ ��. O 4' WALK GATE �' 03 �+ / / j/ /�
2 36 \ 24' AUTOMA IC N N
RCP CUL VER TS I \ wAls°�er W. V. \ TRUCK GA TE, SLIDING.
a 1 T- / /
\ / / / I l 1-36" RCP o \ LOADING STD ION GATE x
N 1 \ mm 1Z /' ' / ` I 1 ; I / III BLDG.
_ EXIST. SOM 1 i cuc VER r
3 rn / ' / I I I 110' 0 TANK I n 1 I I
EXIST. 30M1
ICY
Im I 1 1 I I 67' 0 TANK -- I I / I I I I� I I I I I ❑ // / / 554. Y // �591.0
I1-PUD Z /' I 1 7 0. F. 589.3 T. 0. F. 589.3 I I u III 1 IIII
1 I 48' HIGH 1 I T covered conc. concrete ncrete / / /
I `bo 1 i I \ _ 4s' HIGH i I 11 4.6 I 584. 24 AUTOMATIC E �I T\\ loading sta. driveway / �j�
GATE, SLIDINS
3' -SAND GRAVEL WALKIIII G + W TKILI. fire ext. / €XI TINS / / / / "591 2
I 1 I \ I II 1 I \ IIII � I F/L TERS El
GRAVEL ROAD
1 1 I I LIGHT POLE 1 I a a \ I - - - - - - - J exist.) m stter
WALK OVE \ IIII � � p
1 \ U \ \ (TYPICAL) I did motor control\\ii'k 1 I I y/�
XQ \ \ I I ray. /I
/NTERMED/A7E DIKES - - - - - - - -valve -o a i ' e tank , 593 8III' /
Ii till
=' lit
di, -tank
_ F, PUMP & TANK ti II / I i I (IIIII \IIII \ / // //59,�
SL
2
RL TER
7 ml \ I I I AREA
11 I I III PROPOSED 20(GRAVEL)
I FIRE LANE (GRA vEL)�iI I II + 4/ �II coneII�I I1 5/9�' /
EXIST. 55M1 EXIST40M1 83.1 14I583.7 � /
5�\9G/1.6
gp, 0 1 85' 0 TANK l III
/ / 0'
* T.O.F. 589.3 I T.O.F. 589.3 O I II / I / sioe \ \\\ IliG�
48' HIGH 40'HIGH `� I 1 / \ \\\ III FY / / / / / /
o Z I (n
I Cb I I / I I ��, I
M/ ROW G 6
IGHT POLq �� I 1 58 /
41
EXISTING I
WATERLINE TO BE
ABANDONED
PLUG BOTH ENDS-
14
I-1
TgWER \ 1 \\ \Q\\ I I I I I I / / % �2 6 / / / / �
// 589.9
PROPS TAL
/
I L I I DIKE I I ►_ - _ BOX /
I I 11 1 330' x 3po I I �o -_-- I
/ / I X 5.5' HIIGH
-
8" 125# C.I. CRANE I /
TANK BOTTOM DRAIN LINES VAL VE. WA R SERVI \✓ ' /' ' /
I � I / - I PROPOSED -
TANK 4 I I / No ' /
110' 0 TANK I // � \ //
I80M BBL TANK 4. �' / /' zz/
--- - ------
J x X--- X- X X--7--X \ �1' / /�/ \\\\\ �587.7
I / EXISTING / / /
I p I I / / DR�1I I I ► 7' HIGH CHAINLINK FENCE / 20 GATE, TYO
/
cn I I BOX x 10' SEC770NS
o I'll\ EX/S77NG BOX CULVERT
i// / /// (2) 4' x 8'
/j// // ///
i
-- - / / / // / / // / / 587.3
8" WATERLINE �' I \\�/ / � `/ / 0�\'/ // O // / / / � o
/ R //'/ z / / /' P
A
- x x x
r
I I / 1� / /''//' /i//�07,- Z - ' �587.2
I / PRE GH CHAINLINK FENCE / I 1 �jO/ i' / / / ' / // /' /
/ PROPOSED WATERLINE / / / / / // / / CONSTRUCT/ON SCHEDULE
1 i x REOL CA TION I I / / / / / �� / 0 1990
/ / // .� START JULY, OFFICE BUILDING
/ ' /� `Z COMPLETE. JANUARY, 1991 ,
/ I / / / //� / / - ONE STORY 40
/' f587.7 -.DRIVER'S LOBBY,
15 p, 15 p� 25, / / /� / y � PARKING REQUIRED - 3 SPACES - STORAGE, MAINT
�// / C/ / `$� ' / PARKING PROVIDED: 4 SPACES WAREHOUSE
z' /Z'z
,
/ / / / - ONE STORY 30
i
/I/ / /' / /� 3 // / / '1894 -STORAGE. PIPE
I Z� ' / j' /' /�' //' TANK COVERAGE
EXISTING - 25,0
PROPOSED - 9,
//589.2
24' GATE, TWO 12' SECTIONS BUILDING -COVERAG
TOTAL 37 268
I _I/
o I - - - -� / / / /i' �' /� / �589.9 O WNER/DEVEL OPER:
1 0
Diamond Shamrock
590.4 Refining & Marketing Co.
I 4' // / // //' /' P.D. BOX 631
' TEXAS 79173
AMARILLD,
(806) 378-3569
EXIST. HMA C 510 ~ i/ /' ' / �'�' ' ' /
I I �' /
/ 1 ''/// / �590.2
I
B.M.
TARRANT COUNTY W.P.A.
BRASS CAP SET IN TOP CONC.
HEADWALL AT NE. C OF
BRUMLOW AVENUE & HWY. 121
ELEV. 584.53' DTD. 1938-191
PERCENT OF COVE
LIGHT POLE MER
27.8
LOT
EXI S
/' / 4 LOCATION MAP
589.1
SCALE. • 1 " = 60'
ROPOSED
-01020
503.30
RA
60 30 0 60 120 180
CONSTRUCTION
X 30' METAL BUILDING
SUPERINTENDENT OFFICE
ENANCE/REPAIR
X 50' METAL BUILDING
LINE MATERIALS & EQUIPMENT
65.10 S.F.
S. F.
E - 2, 700.00 S.F.
40 S.F.
GE = 3. 08%
- VAPOR, Ht. 13'
1 ACRES IN THE J.N. GIBSON SURVEY, A - 591
1, BLOCK 1, BRUMLOW INDUSTRIAL DISTRICT
TING ZONING - I-2
1
PROPOSED FUEL FACILITIES
Joe,II
5-15-90
NOTE: This drawing has been created with AUTOCAD DO NOT
MANUALLY DRAFT ON THIS COPY T.
SOUTHLAKE TERMINAL
GENERAL LAYOUT
SITE PLAN
DIAMOND SHAMROCK REFINING & MARKETING COMPANY
JOB LOCAMON:
Southlake Terminal, Southlake, Texas
SCALE:
I" = 60'-0"
DISK. NO,
4M
A.F.E. NO.
AFE-1102
DRAWN:
DATE:
W. R M.
4123/79
DRAWING NO.
SPIT 01r7- L
CHECKED:
H.A.N.
DATE. f)' 1989
/ /
APFRU. J. McCANE
nATE.6119189