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HARRIS COUNTY, TEINAS
MLLIAM M. JONES SURVEY, A-482
8 -° ,.. .� 146 BA
B14
134
I 1 I 1
i Z69 ' BAY
DEER TAM
PROPOSED 20'x4O' 2 CENTERPOINT ENERGY PARK
VALVE SITE CALLED 3.338 ACRE TRACT
(SEE DETAIL 1 & 2) FILE NO. E360425 22s .` 146
FILM CODE 116-04-2232 I B
W.C. THORNHILL ESTATE HARRIS COUNTY OFFICIAL PUBLIC
CALLED 10 ACRE TRACT RECORDS OF REAL PROPERTY 8
20 10 of 20 VOLUME 993, PAGE 621 1 TR 19 A-1 CANADA ROAD
HARRIS COUNTY DEED RECORDS ABSTRACT NO. 482, W.M. JONES SURVEY
/ LA PORTE, HARRIS COUNTY, TEXAS I E
SCALE O/H POWER LINE (HCAD# 043-148-000-0147)
3 I } PI
P
ELINE
IPELINE POSED 1
TtT
1W COASTAL WATER AUTHORITY
z CALLED 0.92 ACRE TRACT LA PORTE
FILE NO. D572971 I
w 77.1' z FILM CODE 143-27-0710
z 0 HARRIS COUNTY OFFICIAL PUBLIC
52.9' w RECORDS OF REAL PROPERTY _ FAi MONT
BARBED WIRE FENCE z w
__ __ — — — — I
� z E-
01
wi------ __ -- MVESMN
w7 FIRE
— — — __ — — = -- H--FRAME PP �20' BUILDING LINE HYDRANT �``� aAY
W/GUY WIRE PROJECT
o m LOCATION
lG tp ` — — — — — — 1 8 �` 146 St1CREACKES
t1170'
P ----P PP t1,230' BARBED WIRE FENCE
Y /----—'�—�-x ��P — Pp P M /� DITCH — — — ... . ... — ...
—�_ O/H POWER LINE J 00
APPROX. 1 Z SANITARY 1959
SEWER FORCE MAIN — �S _ S---------- S Q T� 146 SEASR"
S---'_'_' S S
_______S._._._---_--S--- --S�—S PROPOSED 12 EDGE OF ASPHALT
PIPELINE
268 I 2351 45 NASA1
FAIRMONT PARKWAY 01A"
250' WIDE
EST BOUND)'
VICINITY MAP
_ _ _ ----- - — SCALE: N.T.S.
EDGE OF ASPHALT KEY MAP 578H
This is to Certify That the City of La Porte, Texas has Approved this
Site Plan and Development of Shell Chemical LP Main Line Valve No. 5
Near Fairmont Parkway, in Conformance With the Ordinances of the
EXIST. CHEVRON 12" City of La Porte,
PIPELINE i
v
0/H TRANSMISSION LINE
EXIST. TEPPCO 19* O/H POWER LINE i
PIPELINE
v
EXIST. BP 16" PIPELINE Ot I
DITCH _._._ . . . , ... — •
—....__._..._._._------ �
._._.... — ... ._._.... ...
Director, PI ping Department
_...___...__ ... _ ...—••.—... ... _.___... ... I
1, Lucien C. Schaffer Jr., Am Registered Under the Laws of the
State of Texas to Practice the Profession of Surveying and Hereby Certify
That Above Plat or Site Plan is True and Correct, and That All Bearings,
Distances, Angles, Curve Radi, and Central Angles are Accurately
Shown on the Plat. Surveyed Under My Supervision in May, 2004,
and June, 2009.
OF
��,L....... �'
x x x x x x x x x
40'-0" WCIEN C. SCHAFFEP-, JR.
�.....................
6'-1 3/16"t 10'-6 3/8"f 2'-0" 2'-9" 2'-0" 10'-6 3/8"t 6'-1 3/16"t % 4803 �p
GAS �s "��V S 0o°
ACTUATOR ❑ Ot 30NEr A G bI Pr Pr® SU
NOT SHOWN oo Z
FOR CLARITY 51 18- 1/1 8 11 13 (lYP.2) r
I Lucien C. S ffe , Jr.
TO DEER — �__ — — — — — — — — — --I _ - r — FROM TXC I 1a i s n 13 I Registered Professional and Surveyor No. 4803
PARK REFINERY —I— -- ---�— I-- BP REFINERY N T
x —� 3 i 3 7' HIGH WIRE FABRIC NOTES:
AIR -SOIL INTERFACE TO HAVE FENCE W 3 STRANDS
2' MIN. FBE COATING ABOVE / 1) THIS PROJECT IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN
7' X 7' GRADE AND PAINTED PER �r BARBED WIRE
, � � AND IS IN SHADED ZONE X AS DEFINED BY THE CURRENT EFFECTIVE
❑
CONCRETE PAD I 24TG-001 MIN. OF 1' , 41 1 6" CRUSHED I FEMA FLOOD INSURANCE RATE MAP (FIRM) NUMBER 48201 C 0940L,
BELOW GRADE. (TYP.) t2)
GAS - ROCK (TYP.) DATED JUNE 18, 2007.
x CL MONITOR'A.G. O ���� X b �' ".; Y " NATURAL GRADE 2) FENCING TO INCLUDE 3' WIDE LOCKED PERSONNEL GATE TO BE
� O� I LOCATED AT A LATER DATE,
/ / a IVE: GDT LAND CONSULTANTS, INC.
i / '� \ 2 ' I a GINGER SHELL
D. THORNTON,4TCONTRACT RIGHT-OF-WAY AGENT. ' 6 1 2' X 6 1 2' � � z � � I—
��� RTU BUILDING tKh S 4) UNDER NO CIRCUMSTANCES SHALL THE NATURAL DRAINAGE PATTERN OF
w`' GRANTOR'S PROPERTY BE BLOCKED BY CONSTRUCTION. AFTER CONSTRUCTION,
x G " TO DEER _
PARK REFINERY — �— FROM TXC THE WORKING AREA SHALL BE GRADED SO THAT THE PROPERTY SHALL DRAIN
PROPERLY. GRANTEE SHALL RETURN AND GRADE OR BACK FILL THE
1.PIPELINE SACCRETE VALVE SITE SACCRE E PIPELINE PIPELINE TRENCH AND RIGHT OF WAY AS MANY TIMES AS REQUIRED TO
x x x x x x x x x
CORRECT COMPACTION OF SOIL WITHIN THE PIPELINE TRENCH AND LOW SPOTS
L 40'-0" 1'- IN THE RIGHT OF WAY. ANY EXCELL MATERIALS ARE TO BE REMOVED FROM
THE PROPERTY AS DIRECTED BY GRANTOR. ALL TRASH AND ANY OTHER
N DETAIL p�a� 2 OBJECTIONABLE MATERIALS SHALL BE REMOVED FROM THE PROPERTY BY
W
PLAN PROFILE GRANTEE.
3 SCALE:�1 =5' SCALE: 1 =5 5) FIRE HYDRANT LOCATED f 90 FEET EAST OF PROPOSED 12" PIPELINE ALONG
SOUTH RIGHT OF WAY OF FAIRMONT PARKWAY AND f 1,170 FEET EAST OF
ZONE = R2 PROPOSED 12" PIPELINE ALONG THE NORTH RIGHT OF WAY OF FAIRMONT
OWNER = SHELL CHEMICAL LP PARKWAY.
o ADDRESS = 8801 FAIRMONT PARKWAY
W
SHELL CHEMICAL LP TEXAS BAY AREA PIPELINE
s HOUSTON, TEXAS PROPOSED 12" PIPELINE &
N THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR MAIN LINE NO. 5 VALVE SITE NEAR FAIRMONT PARKWAY
REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER
0 1 02 10 ADDED LEGAL DESCRIPTION G&A MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION 0 20' 40' REV.
CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO
m REV
DATE DESCRIP110N OF REVISION ES N0. BY E GR ENGR APP REV
DATE DESCRIPTION OF REVISION ES N0. BY APP PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. DATE 01 /10 SD 2349-197 1
o ELEC MECH
ENGR ENGR
- 61 1,,