HomeMy WebLinkAboutENTERPRISE PRODUCTS LA PORTE SUBSTATION SITE PLAN� 3843gg„
Of
0
z
0z =O�
ENTERPRISE L-A PORTE SUBSTATION
0.263 ACRES
(11,436.41 SQ.FT.)
(VACANT, OPEN)
EXISTING
60'-0" SECOND STREET (60'
WIDE NOT OPEN) TO BE
VACATED AND DIVIDED IN
HALF TO THEADJACENT
PROPERTIES.
C;41 o� LA. Qor}c Drat.
4 2a14 -34S7
EXISTING
FENCE
PORT OF HOUSTON
PROPERTY
HCAD PARCEL ID
027-088-000-0042
m
5' SIDE
SETBACK
co
ro
6
00
3
N
u'>
i�
of
0
0
z
S86'48'36" W 30,00'
EXISTING
EDGE OF PAVEMENT
F1
ro
0
ui
n
M
3
N
m
r�
0
M
0
z
PROPERTY
LINE
\ \
EXISTING
\ \
RAILROAD
\
S;> TRACKS
\
2,
F
\
10' REAR \
- 2ND STREET CLOSURE
SETBACK
\
UNDER CITY ORDINANCE
\
#--------- ----
rn
ro
F2
188.44'
_
0
w
z0
¢z
�o
z_
00
I
o
Om
J
25.56'
tD
N 0
o o_
1.860
ACRES
o
1,453 SF
T
1.597 ACRES 22 -0
(69,561.63 SQ.FT.)
(VACANT, OPEN)
ENTERPRISE PRODUCTS
OPERATING L.P.
PARCEL "C"
(1.597 ACRES)
JOHNSON HUNTER SURVEY, A-35 5' SIDE_
DOC# 200728407 SETBACK
O.P.R.R.P.H.C.TX.
HCAD PARCEL ID 024-304-006-0001
m
ro
EXISTING
PIPELINE
1�
co
m
rn
N
w
N
m
it
0
ro
0
V)
FENCE
PROPER
LINE
LINE MARKER
ENERGY
TRANSFER
4 2-14' X 20' '
00 GRAVEL
PARKING
SPACES
' HOUSTON PIPELINE
EXISTING - COMPANY VOL. 7279,
PROPERTY ' PG. 367 D.R.H.C.TX.
LINE OF HCAD PARCEL ID
PARCEL "C" - ( _ 024-304-006-0002
236'-0"
PROPERTY FRONTAGE
20' FRONT 20' GATE
SETBACK - - - - - - - - F3 J LINE MARKER
ENERGY
TRANSFER
g a�
PROPOSED S86'48'36"W u"
TREE (TYP) 206.01' n 30.00 �R=15'
R=15'
THE PROPERTY OWNER TO ESTABLISH THE- -
LANDSCAPING FOR A MINIMUM OF 6 SEE GENERAL EXISTING
WEEK PERIOD FOLLOWING THE NOTE # 11 ENTERPRISE
INSTALLATION WITH MANUAL WATERING. CRUDE
LANDSCAPING SCHEDULE
TYPE
SPACING
SIZE
QUANTITY
LIVE OAK (QUERCUS VIRGINIANA)
30, O.C.
2" CALIPER
8 UNITS
a
I
0
OD
PETROLEUM
- - - - PIPELINE T- - -
LINE MARKER LINE MARKER
ENTERPRISE ENERGY
CRUDE PETROLEUM TRANSFER
SITE PLAN ACCURACY CERTIFICATE
I, BARRY HUGHES, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF
ENGINEERING AND HEREBY CERTIFY THAT ABOVE SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS,
DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLA
BARR . HUdMES
TEXA EGISTRATION NO. 112363
CITY APPROVING AUTHORITY CERTIFICATE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF
E saL.P+r1aS�btiitk:aAlN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE.
BY: 4f;owoy*
BY: �G� �� `
.� BY:
DIRECTOR, PLANNING DEPARTMENT CI�GINEER CITY PLANNER
EXISTING
FENCE
"L" STREET
(80' WIDE)
I PACIFIC RAILROAD COMPANY
,N PACIFIC RAILROAD CO.
(100' WIDE)
HCAD PARCEL ID
24-304-006-0010 &
024-304-007-0010
SUBSTATION PAD COORD.
CORNER
STATE COORD.
ELEVATION
Pt
N. 13816930.0845
21.35
E. 3231436.3481
P2
N. 13816941.3356
21.35'
E. 3231641.0865
P3
N. 13816671.6793
20.00'
E. 3231655.9178
P4
N. 13816660.4275
20.00'
E. 3231451.1667
FENCE CORNERS
CORNER
STATE COORD.
ELEVATION
F1
N. 13816925 ' 3665
21.33'
E. 3231441.6173
F2
N. 13816936.0688
21.33'
E. 3231636.3686
F3
N. 13816676.3974
20.04'
E. 3231650.6508
F4
N. 13816665.6944
20.04'
E. 3231455.8872
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
BARRY A. HUGHES, P.E. #112363
DASHIELL CORPORATION -FIRM NO. F-9570
ON DECEMBER 8, 2014
CURRENT VERSION ONLY
4p'�� O.......
i *:......................... * i
i BARRY A. HUGHES
...................................
LEGEND
"XX
FENCE LINE
X
�F1
FENCE CORNER
- - -
PROPERTY LINE
-
RIGHT OF WAY
- - -
- BUILDING SETBACK
CRUDE PETROLEUM
-�I
GENERAL
NOTES
RgIL ROgD
z
x SITE
i
N L Sl
� N
J }
z a
0
NLST. 0
m
z
VICINITY MAP/KEY MAP #540U
N. T. S.
472 N L ST.,
LAPORT, TEXAS
77571
TREE
1. PROJECT ADDRESS: 202 N L ST., CITY OF LA PORTE, TEXAS 77571.
1A. CORPORATE ADDRESS: ENTERPRISE PRODUCTS 1100 LOUISIANA STREET HOUSTON,
TEXAS 77002
2. CITY OF LA PORTE ZONING: LIGHT INDUSTRIAL (LI)
3. FEMA FLOOD ZONE X.
4. NO FIRE HYDRANTS WITHIN 300' OF DEVELOPMENT.
5. PROPOSED 2 GRAVEL PARKING SPACES 14' X 20'.
6. NO PROPOSED SIDEWALKS.
7. NO PROPOSED DUMPSTER.
8. ALL ELECTRICAL FACILITIES WILL BE LOCATED WITHIN THE PROPOSED SUBSTATION
FENCED IN AREA.
9. NO PROPOSED WATER OR SEWER UTILITIES FOR THE SUBSTATION.
10. SIC CODE 4613 - REFINED PETROLEUM PIPELINES.
11. DRIVEWAY ENTRANCE TO BE CONSTRUCTED WITH 8" THICK OF TXDOT ROAD BASE,
TOPPED WITH 4" THICK ASPHALT FROM THE EXISTING EDGE OF PAVEMENT TO THE
PROPERTY RIGHT OF WAY.
12. NAICS CODE 486910
LANDSCAPING NOTES
1. THE INFORMATION SHOWN ON THESE DRAWINGS IS PROVIDED TO BETTER
ENABLE THE CONTRACTOR TO ACCURATELY ESTIMATE THE AMOUNT OF WORK
REQUIRED TO CONSTRUCT THE LANDSCAPING AND IRRIGATION SYSTEM SHOWN
ON THIS PLAN. WE BELIEVE THAT THE CONTOURS SHOWN ACCURATELY
REPRESENT THE CONDITION OF THE SITE ON THE DATE IT WAS SURVEYED BUT
THE CONTRACTOR IS EXPRESSLY PERMITTED TO PERFORM ANY ADDITIONAL
FIELD VERIFICATION PROCEDURES HE DEEMS NECESSARY TO PREPARE HIS BID.
2. THE CONTRACTOR SHALL PROPERLY INSTALL THE TREES PER THE
MANUFACTURERS RECOMMEND INSTALLATION.
3. THE PROPERTY OWNER TO ESTABLISH THE LANDSCAPING FOR A MINIMUM OF 6
WEEK PERIOD FOLLOWING THE INSTALLATION WITH MANUAL WATERING.
SURVEY NOTES
1. BACKGROUND INFORMATION OBTAINED FROM A TOPOGRAPHIC SURVEY TITLED 1.597
ACRE ENTERPRISE PRODUCTS OPERATING L.P. TRACT, BOUNDARY AND
TOPOGRAPHIC SURVEY, CITY OF LAPORTE, HARRIS COUNTY, TEXAS BY J. TIGHE
FROM SAM ENGINEERING ON SEPTEMBER 2014.
2. COORDINATES SHOWN ARE IN STATE PLANE, TEXAS SOUTH CENTRAL ZONE (4204)
COORDINATES (NAD83), US FEET.
3. BACKGROUND BOUNDARY INFORMATION OBTAINED FROM A BOUNDARY SURVEY OF
THE ENTERPRISE PRODUCTS OPERATING L.P. TRACT LOCATED IN JOHNSON HUNTER
SURVEY A-35 HARRIS COUNTY, TEXAS BY LEVI J. RILEY, PLS OF MORRIS P.
HEBERT, INC. DATED OCTOBERR 31, 2014.
f 9oTi (�AnIE �4�Iiisl,,�ortsi,�vf�'ioa
BUILDING SETBACKS
NON RESIDENTIAL
LOCAL STREET
FRONT
20'
REAR (ELSEWHERE)
10'
INTERIOR SIDE
(ELSEWHERE)
5
112363 t� „ FLOOD STATEMENT
rrrpk�.CENS�� �� �+
&__Ktj_"l :7
GRAPHIC
SCALE
(IN
FEET)
0 15 30
60
120
L SF.
PKIjELTtf
6*L. �ESC.: A S" sue' + 11t
O� THIS TRACT IS
ACCORDING TO
IN THE FLOOD ZONE X AND NOT WITHIN THE 100-YEAR
THE FEMA MAP #48201CO945M, DATED JUNE 18, 2007.
FLOOD PLAIN
800753A-DCO-70000
VSTRUCTION
JJOB NO."
ENGINEERS
8, 2014
o nn�cz
n e c
, CONSTRUCTORS
1,L
t
800753A-DCO-70000
I\ \
N �
CP c.p,
0
SECOND
STREET
(60' WIDE)
TO BE
CLOSED
EXISTING
FENCE
N
V
0
I_ C
0
PROPOSED SWALE_
0.60% SLOPE (SEE
DETAIL A SHEET 70002)
EXISTING 21 j
OVERHEAD
ELECTRIC
OE
EXISTING
\\\\\30" RCP
PIPE
9s �00
\�9
P7
21
LINE
3 TO 1
SUBSTATION
PAD
COORD.
FENCE
CORNERS
CORNER
STATE COORD.
ELEVATION
CORNER
STATE COORD.
ELEVATION
\j
\
P1
N. 13816930.0845
E. 3231436.3481
21.35'
F1
N. 13816925.3665
E. 3231441.6173
21.33'
PROPERTY
LINE
\
PZ
N. 13816941.3356
21.35'
F2
N. 13816936.0688
21.33'
E. 3231641.0865
E. 3231636.3686
B
\
P3
N. 13816671,6793
20.00'
F3
N. 13816676.3974
20.04'
E. 3231655.9178
E. 3231650.6508
EXISTING
RAILROAD
\
P4
N. 13816660.4275
20.00'
F4
N. 13816665.6944
20.04'
)
TRACK
-
E. 3231451.1667
E. 3231455.8872
f
_
oe
(LEGEND
P2
\ w
\' 22'-0"
Ft I F2
�S• 32'-6"
\ 0 0 \
18'-0" 22'-0" 18'-0'
1.
0 0
00 21.0'
0 01 0
I \ I I
r� _0M
I� N
�I I 1 22'-0" 9T7L-6" 5'
0
ro
I
I TYPICAL AREA TO BE
OVER -EXCAVATED TO THE A
0 DEPTH OF 5' AND REPLACED
I WITH SELECT FILL.
ZI
20.5'
18'-0" 22'-0" 18'10„ I \
I L \
0.00% ENTERPRISE
SLOPE CRUDE
\ PETROLEUM
PIPELINE
SLOP \
SLOPE C
N
0
o' GATE F3�
8.5' _
19.0'
-FL = 17 19' 19.5' 20.0'- n
EXISTING
EDGE OF PAVEMENT
2EXISTING
0 5'
ROAD
CENTE\ I\`
205'-0"
236'-0"
FL= 1
=15'
SEE GENERAL
NOTE # 9
FENCE LINE
X iX --X-
E MARKER
PROPOSED CONTOUR LINE
=RGY s,
\NSFE�
- EXISTING CONTOUR LINE (ALTERED)
�\
P1
PAD CORNER
\
o UNION PACIFIC RAILROAD
2
(100' WIDE)
�/-" Ft
FENCE CORNER
PROPERTY LINE
2 •o.
RIGHT OF WAY
Of
BUILDING SETBACK
\
CRUDE PETROLEUM
--II
EXISTING
of
OVERHEAD ELECTRIC LINES
OVERHEAD Of
ELz IC
\
of
�-
GENERAL
NOTES
FENCE
EXISTING/
FENCE
22.0'
Q�
PROPERTY
LINE
21.5'
PROPOSED SWALE
0.25% SLOPE (SEE
DETAIL A SHEET 70002)
\LINE MARKER
ENERGY
P3 TRANSFER
L = 7 7. 5' FL = 18.05'
- - FL = 19.22'
� o
0
SLOPE EXISTING /
24" RCP_ O
21.0' PROPOSED COLVERT WILL PIPE ° N
30'-0" R=15' BE 37LF OF RCP WITH A %
DIAMETER SPECIFIED BY
C 21 THE CITY
20.5' -
20.0'
19.5' -
1.0'
LINE MARKER
ENTERPRISE LINE MARKER
CRUDE ENERGY
PETROLEUM 21'-3" TRANSFER
"L" STREET
(80' WIDE)
GRAPHIC
0 15 30
SCALE
60
(IN
FEET)
120
1. THE INFORMATION SHOWN ON THESE DRAWINGS IS PROVIDED TO BETTER ENABLE
THE CONTRACTOR TO ACCURATELY ESTIMATE THE AMOUNT OF WORK REQUIRED TO
CONSTRUCT THE SITE TO THE ELEVATIONS SHOWN ON THE GRADING PLAN. WE
BELIEVE THAT THE CONTOURS SHOWN ACCURATELY REPRESENT THE CONDITION OF
THE SITE ON THE DATE IT WAS SURVEYED BUT THE CONTRACTOR IS EXPRESSLY
PERMITTED TO PERFORM ANY ADDITIONAL FIELD VERIFICATION PROCEDURES HE
DEEMS NECESSARY TO PREPARE HIS BID.
2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATIONS:
SITE PREPARATION ------- 800753A-DCO-04320
FINAL SURFACING -------- 800753A-DCO-04330
3. ALL ELEVATIONS SHOWN ON THIS DRAWING ARE FINISHED TOP OF GRADE
ELEVATIONS/BOTTOM OF COVER STONE WITHIN THE PAD AREA UNLESS OTHERWISE
NOTED.
4. ALL CUT SLOPES SHALL NOT BE STEEPER THAN 3:1
5. ALL FILL SLOPES SHALL NOT BE STEEPER THAN 3:1
6. REMOVE ALL ORGANIC MATERIAL TO A DEPTH OF 6 INCHES. REPLACE WITH FILL
COMPACTED TO 95% MAXIMUM CONTENT PER ASTM D697.
7. SITE AREA TO BE COVERED WITH 6" THICK LAYER OF CRUSHED LIMESTONE.
CRUSHED LIMESTONE TO EXTEND 5 FEET OUTSIDE FENCE. COMPACTED FILL TO
EXTEND 5 FEET OUTSIDE FENCE AT MAX. SLOPE OF 3:1 (HORIZONTAL: VERTICAL)
COVERED WITH LIMESTONE.
B. ONCE THE SITE IS COMPLETED AND THE FINAL SURFACING ROCK HAS BEEN
PLACED, ALL AREAS WILL BE SEALED TO CREATE A DUST FREE SURFACE.
CONTRACTOR TO USE MARTIN ASPHALT COMPANY LIQUIDE ASPHALT EMULSION
PRODUCT SS-1 OR APPROVED EQUAL. APPLIED AT THE MANUFACTURES
RECOMMENDATIONS.
9. DRIVEWAY ENTRANCE TO BE CONSTRUCTED WITH 8" THICK OF TXDOT ROAD BASE,
TOPPED WITH 4" THICK ASPHALT FROM THE EXISTING EDGE OF PAVEMENT TO THE
PROPERTY RIGHT OF WAY.
SURVEY NOTES
1. BACKGROUND INFORMATION OBTAINED FROM A TOPOGRAPHIC SURVEY TITLED 1.597
ACRE ENTERPRISE PRODUCTS OPERATING L.P. TRACT, BOUNDARY AND
TOPOGRAPHIC SURVEY, CITY OF LAPORTE, HARRIS COUNTY, TEXAS BY J. TIGHE
FROM SAM ENGINEERING ON SEPTEMBER 2014.
2. COORDINATES SHOWN ARE IN STATE PLANE, TEXAS SOUTH CENTRAL ZONE (4204)
COORDINATES (NAD83), US FEET.
3. BACKGROUND BOUNDARY INFORMATION OBTAINED FROM A BOUNDARY SURVEY OF
THE ENTERPRISE PRODUCTS OPERATING L.P. TRACT LOCATED IN JOHNSON HUNTER
SURVEY A-35 HARRIS COUNTY, TEXAS BY LEVI J. RILEY, PLS OF MORRIS P.
HEBERT, INC. DATED OCTOBER 31, 2014.
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
BARRY A. HUGHES, P.E. #112363
DASHIELL CORPORATION -FIRM NO. F-9570
ON DECEMBER 8, 2014
CURRENT VERSION ONLY
F
BARRY A. HUGHES i
...:...........................:...�
112363 ' i
fr VIV
ISSUED FO C STRUCTION
DECEMBER 8, 2014
800753A-DCO-700011
w r
800753A-DCO-70001
H
800753A-DCO-70002
HARRIS COUNTY, TX
JOHNSON HUNTER SURVEY A-35
LEGAL. DESCRIPTION:
A boundary description of o 1.860 acre tract situated in the Johnson Hunter Survey A-35, Harris County, Texas,
being comprised of off of that called 1.597 acre tract described as Parcel C in the deed to Enterprise Products
Operating L.P., recorded in File No. Y141855, Document No. 200728407 of the Official Public Records of Real
Property of Harris County, Texas, and the east 30 feel; of Second Street (60' Wide Right--of--Way) 'as shown on
the Nebraska Syndicate Subdivision of Lo Porte, TX plot, recorded in Vol. •83, Pg. 345 of the Map Records of
Harris County, Texas. Sold 1.860 acre tract being more particularly described as follows:
BEGINNING at a found 3" fence corner of the Southeast corner of said Parcel C. the Southwest corner of a
called 0.3596 acre tract as described in the deed to Houston Pipe Line Company, recorded in Vol. 7279, Pg.
367 of the Deed Records of Harris County, Texas and on the North Right -of -Way line of L Street (80' Wide
Right--of--Way) as shown on said subdivision plot for the Southeast corner and "POINT OF BEGINNING" (P.O.B.) of
the herein described tract.
THENCE, South 86' 48' 36" West, along the South property line of said Parcel C and the North Right-of-Woy
line of said L Street, passing at a distance of 206.01' a found 1" Iron Pipe at the Southwest corner of said
Parcel C, on the East Right--of-Woy line of said Second Street, and continuing for a total distance of 236.01'
to a 3/4" Iron Rod with a cop stomped "MPH" set for the Southwest corner of the herein described tract.
THENCE,
North 03' 07' 52" West o distance of 386.88' to
a 3/4" Iron Rod
with cap stomped "MPH" set for the
Northwest
corner of the herein described tract, said rod
also being on
the South Right--of--Woy line of the
Southern
Pacific Railroad (100' Right--of--Way) as shown on
said subdivision
plot.
THENCE, South 72' 54' 29"' East along the South Right-of--Woy line of said Southern Pacific Railroad, passing at
a distance of 31.97' a 1/2" Iron Rod set on the Northwest corner of said Parcel C, on the East Right--of--Woy
line of said Second Street, also being on said South bight -of -Way line, and continuing with the common said
South Right-of--Woy line and the North property line of said Parcel C for a total distance of 251.51' to a
found 1" Iron Pipe at the Northeast corner of said Parcel C and the Northwest corner of said Houston Pipe
Line Company Tract also being on the said South Right -of Way line, for the Northeast corner of the herein
described tract.
THENCE, South 03' 07' 52" East along the East property line of said Parcel C and the West property line of
said Houston Pipe Line Company tract a distance of 299.69' to the "POINT OF BEGINNING" (P.O.B.), containing
1.860 acres, more or less.
VF r
ve#t###t#000tottt#otiittteot#ot
LEVI J. RILEY
#ati� ats#3Y#fteott#N#att#itoto#
C'?-P 64
8U0
NOTES:
APPROVED: '.-'� T.
/Z"1to"
•e V. i\.ELL. <n. dL�V L�R.A_ POW, VVVr
MORRIS P. HEBERT, INC.
1540 UNIVERSAL CITY BLVD.
UNIVERSAL CITY, TEXAS 78148
SURVEY PERFORMED ON 10/28/14.
ALL PUBLIC RECORD DOCUMENTS, TITLE INFORMATION AND MAPS UTILIZED
FOR DEPICTING THE PROPERTY BOUNDARIES SHOWN HEREON WERE PROVIDED BY SUNCOAST LAND SERVICES, INC.
AN ON -THE -GROUND EFFORT HAS BEEN MADE TO LOCATE AND INDICATE ALL BELOW GROUND FERROUS METAL CABLES, PIPELINES,
UTILITIES, ETC. CROSSED BY THE PROPOSED PROJECT; HOWEVER, DUE TO THE INHERENT LIMITATIONS OF ELECTRONIC MAGNETIC
LOCATING EOUIPMENT, MORRIS P. HESERT, INC. IS NOT RESPONSIBLE FOR ANY CABLES, PIPELINES, UTILITIES OR ANY OTHER
BELOW GROUND STRUCTURES (INCLUDING PVC) NOT LOCATED DURING THE COURSE OF THE SURVEY.
ALL BEARINGS AND COORDINATES REFER TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83 SOUTH CENTRAL ZONE, US SURVEY
FOOT AS DERIVED FROM A GLOBAL POSITIONING SYSTEM (GPS) STATIC SURVEY: DISTANCES SHOWN HEREIN ARE BASED ON GRID.
Aw ass mov. Aim
'Morris P. Hebert, Inc.
IC • ENCINEERING • ENVIRONMENTAL SERVICES + FIELD SERVICES • CIS
UWiERSAL CITY BLVD * UNIVERSAL CITY, RMS 78148 • (210) 366-937
.FIRM REGISTRATION NO. 10193717
W
�Z
Wo
zz
at'
�a
t60
00
I
z
Sou
s7r
oc. aJ�ft 4AQ
254. S CAT UAa
r g� �`£ RAC E s10(loot
R1CN�'t?r.
SET 3/4" IRON ROD WITH S) s OF $`Ar}
CAP STAMPED MPH 2s4. , COU ,TE
re SET 1/2" IRON ROD
WITH CAP STAMPED "MPH"
BLOCK 1506
SECOND STREET ---.--
(60' WIDE RIGHT-OF-WAY)
(N4BRASKA SYNDICATE SUBDIVISION
OF LA PORTE, TX)
(VOL. 83, PG. 345 MAP
RECORDS OF HARRIS COUNTY, TEXAS)
SET 3/4" IRON ROD WITH
CAP STAMPED "MPH"
R R
R R R
BLOCK 400
ENTERPRISE LA PBRTE SUBSTATION
138KV--25KV- ALKANE SUBSTATION
SITE PLAN
ENTERPRISE PRODUCTS OPERATING L.P,
S86'48'36V
30.00'
N
FOUND 1"
IRON PIPE
t �.960 ACRES
0
0 c >` NTE pRiSE PRODUCTS
pPERA'tNOD t;j
G L.�. °s•
PARCEL. C �
A SLED 1.597 ACRE TRACT ^�
FILE No. Y141855
DOCUMENT NO, 200728407
OFFICIAL PUBLIC RECORDS OF
REAL PROPERTY
OF HARRIS COUNTY, TEXAS
AND A PORTION OF r1
30' -' SECOND STREET
k FOUND 1"
t IRON PIPE
P.O.B.
FOUND 3"
CHAIN LINK
FENCE CORNER
S86'48'36'W ,�
206.01'
W
0
0
g r�
c4
o
N
rn
a»
no
0C�
vox
� �e
0.0 m
z��
r
c�
in �
STREET
(80% !WIDE RIGHT--OF-WAY)
ON
OF 1.A PORTE$ TX)
i
.. ADJACENT TRACT
(NEBRASKA SYNDICATE ATE. 83�opGQ1345}
(MAP RECORDS OF HARRIS COUNTY, TEXAS) p
R
BLOCK 399
t;r+
UT
LINE COMPANY,
0.3596 ACRE TRACT
VOL. 7279, PG. 367
DEED RECORDS OF
HARRIS COUNTY, TEXAS
LEG NO
P.O.B. POINT OF BEGINNING
R EXISTING PROPERTY LINE
DRAWN BY: JK SHEET: 1
CHKD./APPD, BY: LR SCALE: 1 " 100'
UPDATED BY: DATE: 12/01/2014
DATA BASE: 12025 JOB NO. 12025
MPH CAD FILE: LA PORTE SUBSTATION.DWG