HomeMy WebLinkAboutENTERPRISE PRODUCTS SITE PLAN03'-08'-52"
NORTH
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LOUISIANA CHEMICAL EQUIPMENT
HCAD #064-222-000-0032
TR 8D
12.7410 ac. ENOCH BRINSON
SURVEY ABSTRACT 5
HARRIS COUNTY, TEXAS
N 03'08'52"
W 103.73'
9.3817 ACRE TRACT
DOCUMENT NUMBER 20060203170
FILM CODE NO. #033-91-1181
OFFICIAL PUBLIC RECORDS OF
HARRIS COUNTY, TEXAS
SITE PLAN ACCURACY CERTIFICATE
EXIST.
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20'-0"
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20'-0"PROPOSED
PRIVATE ACCESS ROAD
03'08'52"
W 103.73'
1, Napelon Etemadi, am registered under the laws of the State of Texas to
practice the profession of engineering and hereby certify that above plat or
site plan is true and correct; and that all bearings, distances, angles, curve
radiuses, and central angles are accurately shown on that plat.
CITY APPROVING AUTHORITY CERTIFICATE
qE
This is to certify that the City of La Porte, Texas has
approved this site plan and development for the +:
Equistar/Shell station as described herein are in �� NAPEL
conformance with the Ordinances of the City of La .a: •':
Porte. s70 "q
Planning Department: By.. 510
10.2624 ACRE TRACT
DOCUMENT NUMBER M913443
FILM CODE NO. #193-79-1851
20'-0" OFFICIAL PUBLIC RECORDS OF
EL 0.00 HARRIS COUNTY, TEXAS
GRADE ELEVATION) HOUSTON DRIVE
REF: EXIST. GRADE EL 21.90t
SEE TOPO SURVEY PLAN
PROPOSED SITE M.L. N 88'10'46" E 281.53'
00 ANSVA ❑ 3TRANS. NS. KVA FA
• `d
TRLT,1 TR
LL�-11 COMMUNICATIONS • �
❑ ❑ a � TOWER ❑ • N
PCR BUILDING
(UNMAN EE NOTE OL CENTER) 34'-7)/4"
• ASED BY OWNER
-77A I TOIPSC,EINCPCC. HAS IS, INSTI) IS EIT'S OWN APPROVED SITE LI
J • DRAINAGE SYSTEM IN PLACE.
(UNDISTURBED EXISTING WHITE
EL +0.51
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c 1 c ❑ ao CATHODIC PRO LC [ON
L T;Q 18'-91Y6„
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3'-0 6„ 4'-0 4,-
2 -0 L � -
---I Conc. Benchmark
X _ EL -0.5 0
Q� EL. 97.0' RELATIVE 1
W � D W �` 21X*16" 46'-6�,r X W W 44'- W O8 " LG 1 AUNCHFR W W SWALE W W W PROPOSED SITE M.L. N 87'23'29" E 167.8'
W W W
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-H GRAVEL 2 � - - �' `i' 'i' u. .ySWITCF
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CONTR PANEL F` _a o PAD W W _ 6 TO/FROM
I I W W N ZPAoo(YDO¢UH 1 I " Sp z 1T13294Z-1-
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18"-Y600 PIPELINE
13- 3112 VIA SHELL TIE-IN0 W STATION�
N F- 2=4 EL -1.50
p PUMPS (1329+15-D12-6
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W W W W
U L GATE ¢W � o - 0O W W W W
CONNECTION _ W W
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W W W W y W .y .y W .y W W .y .y W W W W W
O W W W •y W W W W
W W W W W W W W W W W W W W W W M Of
(Wy W W W W W W W W W W `W W W W W W W W W
W y W W J W W W = W W y `�' W W W W W W W W
.y W W m
W W
W W W W W
y ,y SWALE W W W W W
Dire for I
PROPOSED SITE M.L. S 87'03'46" W 387.45'
OUTFALL CALCULATION:
0.2 AC-FT./FT. acre of impervious increase
Per city off Lo Porte storage coefficient
Area of Impervious Increase
Proposed
Impervious
Area Ft-2
Landscape
Area Ft-2
Total
Area Ft-2
3260
71749
88383
�---
(*) INCLUDING THE LEASED AREA
Required Volume Outfall to PSC retention pond= 652 ft" 3
FENCE
OUTFALL TO PSC RETENTION POND VIA
24" CORRUGATED PIPE, GRAVITY FED
TO RETENTION POND.
(LENGTH TO BE DETERMINED)
(SEE NOTE 22.)
OWNER: ENTERPRISE PRODUCTS OPERATING L.P.
DEVELOPER: ENTERPRISE PRODUCTS OPERATING L.P.
11204 & 11208 SH 225
LA PORTE, TEXAS 77571
(SEE NOTE 13)
If�d�IPd�tIN . FCC
FLOOD STATEMENT
JOB NO.
1122-1185-06
SITE IS IN FLOOD ZONE "X"
APPROVED:
PRS DATE: 01 08
(SEE NOTE 14)
APPROVED:
ocaaNm
N. ETEMADI DATE: 01/08
CITY OF LA PORTE ZONING
APPROVED:
O T. UM/M I
P. MARINSHAW DATE' 01 08
"LIGHT INDUSTRIAL"
FILE;
RRYGR
07067_0 002.DWG DATE: 01 OB
W
a
3
VICINITY MAP
NOTES:
1.
THE PROPERTY HEREINDESCRIBED ON THIS SITE PLAN IS
10.
AREAS SHOWN AS PROPOSED ROADS SHALL BE 20' WIDE ASPHALT,
FOR PRIVATE USE BY ENTERPRISE PRODUCTS FOR USE AS
WITH A MINIMUM 2" CROWN. ALL ROADS MARKED ARE PRIVATE.
AN UNMANNED PUMP STATION AND CONTROL CENTER OF
11.
ALL AREAS INSIDE THE FENCE LINE, NOT SHOWN AS
HYDROCARBON PRODUCTS REGULATED BY D.O.T.
PAVED ROAD SHALL HAVE A DUST FREE SURFACE CONTAINING
2.
ALL CIVIL FOUNDATIONS ARE FOR THE PURPOSE OF PROVIDING
MINIMUM OF 4" CHIP SEAL SURFACE LAYER.
SUPPORT AND ALIGNMENTS OF SITE EQUIPMENT AND BUILDINGS
12.
NEAREST FIRE HYDRANT IS APPROXIMATELY 764 FEET
ONLY.
NORTH OF THE PROPOSED DEVELOPMENT.
3.
ALL ELECTRICAL/INSTRUMENTATION ARE FOR THE SOLE PURPOSE -
13.
SITE IS A 0.1421 ACRE INDUSTRIAL DEVELOPMENT
OF PROVIDING POWER AND OPERATIONAL CONTROL OF THE
FROM A 2.0000 ACRE TRACT, PARCEL 11, pt. TR6, E.
PUMPING STATION AND CONTROLLING EQUIPMENT ONLY. NO NON-
BRINSON SURVEY, ABS. No. 5, *LA PORTE, HARRIS COUNTY,.
PRIVATE USE OF ELECTRICAL/INSTRUMENTATION IS AVAILABLE
TX. VOLUME 5228, PAGE 532, FILM CODE 193-79-1851,
TO THE GENERAL PUBLIC.
DEED RECORD OF HARRIS COUNTY.
4.
DELETED
14.
SITE IS OUTSIDE THE 0.2% FLOODPLAIN AS SHOWN ON FIRM
5.
FENCING SHALL BE A' 7 FOOT CHAIN LINK WITH 3
MAPS 48201CO935L DATED JUNE 18, 2007.
STRANDS OF BARBED WIRE AND CONFORM TO
15.
THE NORTH PROPERTY LINE IS ADJACENT TO THE UNION
ENTERPRISE PRODUCTS SPECIFICATIONS ES30A. `
PACIFIC RESIDUE OF 10.2624 ACRE TRACT, VOLUME 5228,
FOR TYPICAL FENCING DETAILS SEE DRAWING 942-0003.
PAGE 532 FILM CODE 193-79-1851, DEED OF HARRIS COUNTY.
6.
HIGH POINT (HP) ELEVATION 100'-0' EQUALS ACTUAL
16.
AREAS SHOWN AS PLANTED WITH GRASS AND NATIVE WILD -
ELEVATION 26'-0" LOW POINT (LP). ELEVATION 99'-3"
FLOWERS SHALL BE SOWN WITH "TEXAS-OKLAHOMA NATIVE ROADSIDE
EQUALS ACTUAL ELEVATION 25-3".
MIX" PROVIDED BY NATIVE AMERICAN SEED, JUNCTION, TEXAS
7.
EXISTING SWALE SHALL BE CONTOURED TO
AT A RATE OF A LB. PER 500 SQ.FT, WITH A MIN. OF 6% AREA
MATCH CULVERT INVERT ELEVATIONS SHOWN (SITE PLAN SHEET 2).
COVERAGE.
8.
CULVERT SHALL HAVE A MINIMUM COVER OF 12" OF
17.
NO POTABLE WATER, SANITARY SEWER, AND PLUMBING
CHIP SEAL. CULVERT SHALL TERMINATE W/GRAVITY DRAINAGE
REQUIREMENTS ARE REQUIRED AT THIS SITE.
INTO THE PSC DETENTION POND AS SHOWN.
18.
THE ENTIRE SITE 1S FEE SIMPLE (OWNER EPOLP.) EXCEPT AS NOTED
9.I
STE SHALL BE CLEARED AND GRUBBED AND THE TOP 4"
T
19.
FOR THE LEASED AREA TO PSC, INC.
A LETTER OF VARIATION HAS BEEN SUBMITTED REQUESTING ON SITE FIRE
TOPSOIL STRIPPED. AREA SHOWN AS ROADS SHALL
PROTECTION (VIA HYDRANTS AND FIRE MAIN) NOT BE INCLUDED. FIRE
STRIPPED TO 12". ALL STRIPPED MATERIAL SHALL BE .
DETECTION AND FOAM FIRE FIGHTING EQUIPMENT IS INCLUDED IN SITE
WASTED.
FACILITY DESIGN. THE VARIATION HAS BEEN ACCEPTED BY CITY OF
LA PORTE FIRE MARSHALL.
20.
FOR ELECTRICAL AND FENCING REQUIREMENTS, SEE SHEET 2
DRAWING 07067-942-0003.
21
PSC INC ADJACENT PROPERTY OWNER) HAS AGREED TO ACCEPT THE
LEGEND:
CALCULATED RUNOFF AS SHOWN HEREIN IN ITS PLANNED DETENTION POND.
IRON ROD PROPERTY MARKER WITH CAP STAMPED "GULLET & 22. DETENTION CREDITS TO BE PURCHASED FROM PSC, INC. NO LATER THAN
ASSOCIATES" JUNE 2008 AT WHICH TIME BUILDING AND DRAINAGE INFRASTRUCTURE
SYSTEM WILL BE IN PLACE.
to - USAGE TYPE "G" MONUMENT TOP OF DISK ELEVATION = 20.01'
- NATIVE WILDFLOWERS
(SEE NOTE 16)
SHALLOW ROOT SCHRUBS , SUCH AS CREPE MYRTLES OR OTHER.
REFERENCE DRAWINGS
NUMBER I TITLE
EXHIBIT A
DESCRIPTION OF A 2.0000 ACRE SURFACE SITE AND
60' WIDE ACCESS ROAD
ACROSS PROPERTY OF ALLWASTE TANK CLEANING. INC.
Metes and bounds description for a 2.0000 acre surface site hereinafter referred to as PARCEL
11 extending over, through, along and across a called 9.3817 acre tract of land recorded in
Document No. 20060203170, Film Code No. 033-91-1181 and called a 10.2624 acre tract of
land recorded in Document No. M913443, Filn Code, 193-79-1851, Official Public Records of
EXXON MOBILE Real Property, said tract being situated in the Enoch Brinson Survey, Abstract 5, Harris County,
HCAD #064-222-000-0060 Texas, said PARCELS being more fully described as follows:
TR 8A, 9F, 9G All Bearings and coordinates are based on the "Texas Coordinate System", South Central Zone
10.3020 ac. ENOCH BRINSON (NAD 83) in feet.
SURVEY ABSTRACT 5
II
HARRIS COUNTY, TEXAS PARCEL
Metes and bounds description for the 2.0000 acre surface site is as follows:
EL -1.50
BEGINNING at the most Northerly West property line of said 9.3817 acre tract and being South
03'00'38" East, a distance of 10.0 feet from the Northwest corner of said 9.3817 acre tract, said
point having coordinates of N=13,819,285.90, E=3,219,526.35;
Lo
CD
of
THENCE North 86'16'37" East, a distance of 465.0 feet to Stake "A" set at the POINT OF
BEGINNING of this PARCEL 11 and having coordinates of N=13,819,316.10, E=3,219,990.34.
w
THENCE North 03'08'52" West, a distance of 191.48 feet to %" iron rod with cap set at the
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Northwest corner of this 2.0000 acre surface site.
N
THENCE North 88'10'46" East, a distance of 281.53 feet to a %" iron rod with cap set at the
o
Northeast corner of this surface site.
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THENCE South 14'52'00" West, along the East line of said 10.2624 acre tract, same being the
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West line of the Exxon/Mobil Bayport to Baytown Corridor, a distance of 198.62 feet to a
W
concrete monument found at the Southeast corner of said 10.2624 acre tract and in the North
w
line of said 9.3817 acre tract;
Do?
H
THENCE North 87'23'29" East, along the North line of said 9.3817 acre tract, a distance of
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167.87 feet to an iron rod found at the Norteast corner of said 9.3817 acre tract;
THENCE South 02'53'48" East, along the East line of said 9.3817 acre tract, same being the
(D
West line of said Exxon/Mobil Bayport
to Baytown Corridor, a distance of 99.65 feet to a
a
iron rod with cap set at the Southeast
corner of this surface site;
EL -1.50
THENCE South 87'03'46" West, a distance of 387.45 feet to a V iron rod with cap set at the
Southwest corner of this surface site;
THENCE North OS08'52" West, a distane of 103.73 feet to the POINT OF BEGINNING and
containing 2.0000 acres of land.
y
F
PARCEL III
BEING an access easement sixty (60) feet in width, being thirty (30) feet on either side of the
following described centerline:
BEGINNING at a.iron rod, found for an interior corner of said 10.2624 acre tract and being
_
South 17'02'34" West, a distance of 30.0 feet from the most Northerly Northwest corner of said
10.2624 acre tract, said POINT OF BEGINNING having coordinates of N=13,820,636.58,
E=3,219,662.62;
THENCE South 72'54'32" East, a distance of 262.7 feet to a point;
THENCE South 03'04'08" East. a distance pf 1,349.3 feet to the POINT OF TERMINUS of this
PARCEL III having the coordinates of N=13,819,212.05, E=3,219,985.91.
TOTAL RODS: 97.70
REVISION * BY DATE CHK. Enterprise Products Operating L.P.
Y OF LA PORTE PERMITTING 1 08 Houston Texas
SCALE DRAWN BY PR
1` nt N & 11208 STATE HIGHWAY 22
LA PORTE, TEXAS 1'=20' CHECKED BY NE
EQUISTAR ./ SHELL PUMP STATION
SITE PLAN
DATE 01/0 APPROVED PDM - DRAWING NUMBER REV.
PRoaEcrNo. AFE-P1229O 07067-942-0002 5
11/26/07-PRS
G11 Y APPROVING AU IHURI I Y CER11hICA IE
This is to certify that the City of La Porte, Texas has
_
11052 OLD LA PORTE ROAD
LA PORTE, TEXAS 77571
(SEE NOTE 10)
approved this site plan for the Equistar/Shell pump
station as defined herein and development in
conformance with the Ordinances of the City of Lo
Porte.
Planning Department
FLOOD STATEMENT
By.
SITE IS IN FLOOD ZONE
(SEE NOTE 11)
CITY OF LA PORTE ZONING
"LIGHT INDUSTRIAL"
Director
min 1122-1185-06
AFPIIOM LSH
DAID 1/08
APPI1VAN
DAM 1/08
1�L�I�t�p,
APPRDYeD: P. MAiilVS11AT
DAM1/08
F{8 0708 WG
DAM 1/08
REFERENCE DRAWINGS
REVISION
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LEGEND
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TEMPERATURE SENSOR
QGAS
DETECTOR
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EMERGENCY SHUT -DOWN
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FLOOD LIGHTS
AREA LIGHTING
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CAMERA TOWER
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UNDERGROUND CONDUIT
OVERHEAD ECTRICAL LINE
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CONDUIT NUMBER
P—ozo
Enterprise rroaucts uperating L.Y.
Houston Texas
LOC SCALE DRAWN BY
ISTAR /SHELL PUMP STA. 1'=20' LBH
11204/11208 SH 225 CHECKED BY MEW
EQUISTAR / SHELL PUMP STATION SITE PLAN
ELECTRICAL & FENCE SITE PLAN
DATE 1/08 APPROVED PDM DRAWING NUMBER REV.
PROJECT No. AFE—P12290 07067-942-002A A
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