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N 0052'1 4" W��' CONTINENTAL OIL CO. -�� 0.64'
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- - - - -
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VOL. 8307, PC. 1794 I PIPELINE EASEMENTS
INST. D21 /01 1 162;n I III VOL. 6208, PG. 542 FINA ADDITION
OVOL. 6208, PG. 549 LOT 1, BLOCK I
ONTINENTAL CO. 0 I I I NUSTAR LOGISTICS LP
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II VOL. 8386, PG. 1407
I
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551
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II �_-------------------�
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1 I 30' CONOCO I IIS I I
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DETAIL 'B'
N.T.S
APPROX. CITY LIMITS
/
8" SHAMROCK PIPELINE I I I I ACCESS EASEMENT
CORP. (NO WIDTH REC.) I ( I I I
2043/2301 /
I I SEE DETAIL 'B`
I I I SEE DETAIL 'C' I i I I 11 �I ,
5/8 CIRF /
- - I /2 CIRF / / "PRISM SURVEYING"
TRACT 2B I I � I I � � / /
MAGELLAN PIPELINE(n —/
/
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VOL. 8.307, PG. 1794 _ I I o I PE z / /
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I I CORP. CIL /
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MAGELLAN PIPELINE TERMINALS LP
�akF VOL. 8307, PG, 1794I I - — — — — — — — — — — — — P.O.B.
a 14 /NST D211071162 I I I/ PROP. 5 u.E. 5/8 IRF
(APPROXIMATE SURVEY LINE)
EXPLORER PIPED /
w o0 30' CON -DOR EXPLORER PIPELINE VOL 5569, PG 987
wY o� PIPELINE j3E3MT M I I I INST 00051'680000731
U 2 8" SHAMROCK PIPELINE I I/ 30' CON -DOR
CORP, CIL II / I� /I' PIPELINE ESMT I)c� / P C- N
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1. BEARINGS HEREON ARE REFERRED TO THE TEXAS COORDINATE SYSTEM,
NORTH CENTRAL ZONE, NO. 4202 NAD '83 LOAS CO.R I L- I 06'/ / / /
PROJECT w 6°° PIPELINE I P 1 �' 0 LEGEND
2. SELLING A PORTION OF ANY LOT WITHIN THIS SUBDIVISION BY MEETS AND w ,
OCATION BOUNDS IS A VIOLATION OF STATE LAW AND CITY ORDINANCE AND IS ESMT CIL I I Q O 0\-'
OLD O = MONUMENT SET
MILL RU SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
J 0 / 6 / (1/2" IRON ROD W/CAP STAMPED G&A)
3. ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR SOUTHLAKE, TEXAS, / IT / 2 / • = IRON ROD FOUND
MAP NO. 48439CO115K, EFFECTIVE SEPT. 25, 2009, THIS PROPERTY LIES IN / w
VICOLIITX MAR FLOOD ZONE X (AREAS OF MINIMAL FLOODING). P. R. T. C. T. = PLAT RECORDS TARRANT COUNTY TEXAS
4. QUANTITATIVE LAND USE IS HEAVY INDUSTRIAL.
N.T.S. / U. E. = UTILITY EASEMENT
/
/
011", MM111111 11111 NUNN
EXPLORER ADDITION
16.503 ACRES
H. DECKER SURVEY ABSTRACT NO. 438
C.B. McDONALD SURVEY ABSTRACT NO. 1013
P.R. SPLANE SURVEY ABSTRACT NO. 1453
CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
EXPLORER PIPELINE COMPANY
P.O. BOX 2650
TULSA, OK 74101
(918) 493-5100
Surveyor:
GRANTHAM & ASSOCIATES, INC.
6570 NAAMAN FOREST BLVD.,
SUITE 200, L.B. 2
GARLAND, TEXAS 75044
TBPELS FIRM NO. 10127900
DECEMBER 9, 2019
P a o
5/8"
0.6 8' z
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- -
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/
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!NE ES
VOL. 8.307, PG. 1794 _ I I o I PE z / /
I I � I I LOT 2, BLOCK 1 � ooR P1�o
I INST. D21/011162 8" SHAMROCK PIPELINE I 1 ,I I / o FLINT HILLS RESOURCES LP/ o G0N/S jS6I
I I CORP. CIL /
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WI o U� / 5/8" "TRAM SYS CORP" I I a, /
N 3111'43" E
MAGELLAN PIPELINE TERMINALS LP 0.64' I 1 1 ml Ln Q I I
I I 5/8 "PRISM / SURVEYING" //
VOL. 14274, PG. 445 // — — — — _ — I I I �I I J N 50°19'00" E 1.50'
D21 101 1 7 62 I I L I I / /
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MAGELLAN PIPELINE TERMINALS LP
�akF VOL. 8307, PG, 1794I I - — — — — — — — — — — — — P.O.B.
a 14 /NST D211071162 I I I/ PROP. 5 u.E. 5/8 IRF
(APPROXIMATE SURVEY LINE)
EXPLORER PIPED /
w o0 30' CON -DOR EXPLORER PIPELINE VOL 5569, PG 987
wY o� PIPELINE j3E3MT M I I I INST 00051'680000731
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CORP, CIL II / I� /I' PIPELINE ESMT I)c� / P C- N
w Z (NO WIDTH REC.) I O I�/ Ilw 9077/2198
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NOTES: �Q Q�GO6V'O Q
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g S
\ 0
1. BEARINGS HEREON ARE REFERRED TO THE TEXAS COORDINATE SYSTEM,
NORTH CENTRAL ZONE, NO. 4202 NAD '83 LOAS CO.R I L- I 06'/ / / /
PROJECT w 6°° PIPELINE I P 1 �' 0 LEGEND
2. SELLING A PORTION OF ANY LOT WITHIN THIS SUBDIVISION BY MEETS AND w ,
OCATION BOUNDS IS A VIOLATION OF STATE LAW AND CITY ORDINANCE AND IS ESMT CIL I I Q O 0\-'
OLD O = MONUMENT SET
MILL RU SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
J 0 / 6 / (1/2" IRON ROD W/CAP STAMPED G&A)
3. ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR SOUTHLAKE, TEXAS, / IT / 2 / • = IRON ROD FOUND
MAP NO. 48439CO115K, EFFECTIVE SEPT. 25, 2009, THIS PROPERTY LIES IN / w
VICOLIITX MAR FLOOD ZONE X (AREAS OF MINIMAL FLOODING). P. R. T. C. T. = PLAT RECORDS TARRANT COUNTY TEXAS
4. QUANTITATIVE LAND USE IS HEAVY INDUSTRIAL.
N.T.S. / U. E. = UTILITY EASEMENT
/
/
011", MM111111 11111 NUNN
EXPLORER ADDITION
16.503 ACRES
H. DECKER SURVEY ABSTRACT NO. 438
C.B. McDONALD SURVEY ABSTRACT NO. 1013
P.R. SPLANE SURVEY ABSTRACT NO. 1453
CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
EXPLORER PIPELINE COMPANY
P.O. BOX 2650
TULSA, OK 74101
(918) 493-5100
Surveyor:
GRANTHAM & ASSOCIATES, INC.
6570 NAAMAN FOREST BLVD.,
SUITE 200, L.B. 2
GARLAND, TEXAS 75044
TBPELS FIRM NO. 10127900
DECEMBER 9, 2019
X03OUNES �� oRK I U0� 3��SSOP oRK
Poo 3881 o' P �UE�5'35 8 , P I
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(APPROXIMATE SURVEY LINE) �" 22' R.O.W. DEDICATION /
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VOL. 14.397, PG. .379
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VOL. 14.397, PG. .379
ZEM PROPERTIES, INC.
O
VOL. 15633, PG. 467
-
I I ZEM PROPER TIES, INC.
VOL. 156.33, PG. 461
I I
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LOT 4R1 R
IMPROV REAL ESTATE LP
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HYDRANT
fSW _ _ RW RW
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VOL. 8307, PG, 1794
INST D211011162
I
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VOL. 14274, PG. 445
0211011162
=T
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MAGELLAN PIPELINE TERMINALS LP
VOL. 8.307, PG. 1794
INST D211011162
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VOL. 8307, PG. 1794
INST. D217011162 —
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(VARIABLE WIDTH R.O. W.)
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INST D219144504
I
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GREEN MEADOW SUBDIVISION
CAB, A, SLIDE 9712
D204366122
I
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LOT 1, BLOCK 1
NUSTAR LOGISTICS LP
INST. D 1 9 32 1 4 736
CAB, A, SLIDE 1476
P. R. T. C. T.
_ FINA ADDITION
1000 100
_
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APPROX. CITY LIMITS
LOT 2, BLOCK I
FLINT HILLS RESOURCES LP
VOL 11269, PG. 1852
G � /
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VOL. 5569, PG 987 1
EXPLORER PIPELINE \j�1
VOL. 5108, PG. 731,1 O `� ' w /
INST 00051680000731 ro ?G.too'D
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_ � � � P� 10� P �• RP�� �o .
S Q `�
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2 Res
/ P
NOTES:
1. DOMESTIC WATER SERVICE AND SANITARY SEWER SERVICE IS NOT
REQUIRED FOR THE SITE.
2. THE APPROXIMATE LOCATION OF THE IRRIGATION WATER SERVICE
METER IS SHOWN.
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F-005438
THIS DOCUMENT REPRESENTS
WORK -IN -PROGRESS AND IS
NOT TO BE USED FOR
CONSTRUCTION OR PERMITTING
pc �
P. CHRISTOPHER ROBINSON
TEXAS P.E. NO. 101252
An
DATE: DECEMBER 2019
SCALE:
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SHEET
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5�
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VOL. 307, PG 94
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LOT 2, BLOCK 1
FLINT HILLS RESOURCES LP
VOL. 11269, PG. 1852
APPROX. CITY LIMITS
°4" ro,
/
/
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J M® 5569, PG 987 /
EXPLORER LINE
` 31
ININST.000516800 0 7
GAP oo I rb /
no
0'
EXIST. BOX
CULVERT
100 0 100 200
scale feet
1" = 100'
NOTES:
1. THE SITE DOES NOT REQUIRED AN UNDERGROUND DRAINAGE SYSTEM. THE SITE WILL
DISCHARGE RUNOFF HEADING NORTH INTO THE EXISTING BAR DITCH RUNNING ALONG
CONTINENTAL BLVD. RUNOFF HEADING SOUTH SHEET FLOWS INTO AN OPEN CHANNEL
RUNNING ALONG THE RAILROAD. SOME FLOW IS INTERCEPTED IN BAR DITCHES
RUNNING ALONG THE EXISTING NORTH -SOUTH PRIVATE DRIVEWAY AND DISCHARGES
INTO THE CHANNEL. NO IMPROVEMENTS ARE PLANNED FOR THIS AREA.
2. SMALL CULVERTS WITH VALVES WILL BE INSTALLED AT THE LOW POINTS OF THE
PROPOSED CONTAINMENT DIKE. THE VALVES WILL BE OPENED AND RUNOFF WILL BE
SLOWLY DISCHARGED AFTER EACH STORM EVENT.
LEGEND
DRAINAGE LIMITS
FLOW ARROW
-- - DRAINAGE AREA NUMBER
ACRES
-- - CFS (100 YEAR)
DRAINAGE AREA CALCULATIONS
- EXISTING CONDITIONS
Design Point
ID
Runoff Coeff.
"C"
Area "A"
Total "CA"
Time of
Concentration
Intensity "I"
(100 yr)
Discharge
"C!" (100 yr)
10
acres
acres
min
min
in/hr
cfs
1
0.3
2.80
0.84
15
7.99
6.7
2
0.5
0.30
0.15
10
9.27
1.4
3
0.5
10.30
5.15
20
7.05
36.3
TOTALS
13.40
13.40
6.14
63.7
44.4
DRAINAGE AREA CALCULATIONS - FUTURE CONDITIONS
Design Point
ID
Runoff Coeff.
"C"
Area "A"
Total "CA"
Time of
Concentration
Intensity "1" (100
yr)
Discharge
"C!" (100 yr)
N00
10
acres
�00
min
in/hr
cfs
1
0.5
2.80
1.40
10
9.27
13.0
2
0.5
0.30
0.15
10
9.27
1.4
3
0.6
10.30
6.18
15
7.99
49.4
TOTALS
13.40
7.73
63.7
Note: Runoff will be substantially reduced due to detention within the containment dikes.
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F-005438
THIS DOCUMENT REPRESENTS
WORK -IN -PROGRESS AND IS
NOT TO BE USED FOR
CONSTRUCTION OR PERMITTING
'pc
P. CHRISTOPHER ROBINSON
TEXAS P.E. NO. 101252
u�
DATE: DECEMBER 2019
SCALE:
DRAWN BY:
G&A
DESIGN:
G&A
REVIEWED:
PCR
JOB NO:
1354-19
DWG:
SHEET
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r-Y-�1•Y-Y� � rY�nr'�r'w�rY� � �,�y�, v' � y. [w'�
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4 OF 4