HomeMy WebLinkAboutTRANS GULF TRANSPORTATION, INC. SITE PLANR�
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-BRADFORD PEAR
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FL 99,4 8' PVC
FL 99,4 DITCH
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STALL 8' PVC
FL 9
,2 8' PVC
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EXISTING 35' D W
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BARRICADED -NOT IN USE
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P 101,45
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- 24' RCP CULVERT
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25' R (TYPJ
= 102,E
7-BRADFORD PEAR
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01,45
55' - 24' RCP CULVERT
O EXISTING 35' D/W
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BARRICADED -NOT IN USE
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P 101.45
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15' R
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2-BRA RD PEAR
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8' PVC RESTRICTOR
FL 99.1 8' VC 03
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FL 99,4 8' PVC
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THIS TRACT IS LOCATED IN ZONE X (SHADED) AREA OF 500 YEAR FLOOD,
AREA OF 100 YEAR FLOOD WITH DEPTHS OF LESS THAN 1 FOOT AS SCALED
FROM FEMA, FIRM MAP NO. 48201CO935 J. REVISED NOV. 6, 1996, TO BE
USED FOR FLOOD INSURANCE PURPOSES ONLY, AND DOES NOT REPRESENT
FLOOD CONDITIONS,
PROVIDE A DETENTION SUMMARY ON THE PLANS AS FOLLOWSt
DETENTION SUMMARY
1, AREA SERVICED = 2_0 ACRES
2. DETENTION STORAGE RATE = C = 02 ACRE-FEET/ACRE
3. DETENTION STORAGE VOLUME REQUIRED = 0_4 ACRE-FEET
4, DETENTION STORAGE VOLUME PROVIDED = 0.4 ACRE-FEET
5, MAXIMUM DESIGN WATER SURFACE ELEVATION = 101.45
6. MAXIMUM ❑UTFALL RATE ALLOWED = 20 x 05 = 10 CFS
7. MAXIMUM OUTFALL RATE PROVIDED = 1_0 CFS
8, RESTRICTOR SIZE = 8' (DOUBLE)
THE DETENTION AREA SHOWN HEREON IS A PRIVATE FACILITY AND WILL BE
OPERATED AND MAINTAINED BY THE OWNER.
PARKING Required Provided
j 4 MIN, 27 + 2 HC = 29
4163 sq,ft,/ 3/1000 sq.ft. 13
Nonofflce @ 1.5/1 4
Handicap 2
_. 23
BASE MAP COURTESY OF
10700 North Frwy. Ste. 100
Houston, Texas 77037
— Phone (281) 820-6622
Fax 01) 820-8979
HWY 7LIMITED
20 AC, (H C.0 F T03525�RSHIP
26
al
3 , ^
002 N 86.58100s E 724.06' ) �< GRASS AREA `
1; 5 FL 100,0 DITCHN 10, B.L.L, ',R
TP 501,0 0)��
TP 101.45 \
CL SWALE DITCH
1 p 1
003
1 A
V F PN�R S.ORPGE 100�0
E
TP 101,45
PN� TP 101,43
. ��ppp�3
PROPOSED 1 COilRSE INVERSE PE TRATI❑N
- ASPHALT WEARING SURFACE
EXISTING MATERIAL
w/ 8' GS-200 CALCIUM SULFATE AND TP 101,45
6' LIME STABILIZE O I
1
TP 101,45
SWALEEXISTINDITCH
�q)• P 101.0
o 10' B.L. _
WATER EASE EN
3% GRASS AREA. o) RM 01,4
S 87000/56" W 532,09' FL 100,0 DITCH
UNDERGROUND ELECTRIC
CONNECT TO EXISTING
BREAKER BOX
RCP
TRACT 2
GAS INOVATIONS
22,079 SQ. FT,
1
1pti P P0- �¢ �a
KO)\`
q,2
•� h0
fFND CONC,�
M❑N, fer
dfordee
V PSPNP� O� oQ�o /j2~� \
��1S�ZN 2 e�W Cr Z2< / 1lSz
, r % w�y
4\ QP •0`bV (lD M4%h
wro'o Dc 4V
1 Relocate C-2r y \ ��Y�+t,`',
Exist. Exlsting �F�@i t o
Dumpster 6 @ 10' O1
aQ
Proposed \
6 @ 10' a
Exlsting
Steel Office b
PROPOSE 4 OFFICE ea On Slab /
1363 sq.ft, / 2 !
MW 10L' —P UWA —.
311,31' ---Exist. 8' Water
`-Exist, Blow Of Llft Station
\
2w
6" SAN, SEWER SERVICE \eq Q,
CONNECT TO EXISTING
3/4" WATER SERVICE F.H.
CONNECT TO EXISTIN
NOTE:
UTILITIES TO THE PROPOSED BUILDING WILL BE MADE AVAILABLE
FROM THE EXISTING INTERNAL UTILITIES.
/
TRACT i /
GAS INOVATIONS LD
25,000 SQ, FT a o0
GENERAL
1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS
& THE CITY OF LA PORTE PRIOR TO STARTING CONSTRUCTION.
2. CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY COORDINATING
COMMITTEE (669-8344) THE CITY OF LA PORTE
AND HARRIS COUNTY 48 HOURS PRIOR TO STARTING CONSTRUCTION.
PLAT ACCURACY CERTIFICATE
I, H. CARLOS SMITH, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS
TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE
ABOVE SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES,
ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN
ON THE PLAT AS SURVEYED BY JOHN J. RODRIQUEZP�,L. #2634.
t3
r ¢r
H. CARLOS SMITH - !'
TEXAS REGISTERED NO. 13327
f�
BENCHMARK: N.G.S. MONUMENT W1243, ELEVATION 19.24, NAVD 1988, 2001 ADJUSTMENT.
LOCATED 212 FEET EAST OF EASTERLY RAIL SOUTHERN PACIFIC RAILROAD AND 35 FEET
NORTH OF THE NORTH EDGE OF CONCRETE PAVEMENT OF WEST BOUND FEEDER ROAD
OF STATE HIGHWAY 225. CORRELATION OF ELEVATIONS AS SHOWN 8Y ESSOR (ASSUMED)
REQUIRE A CONVERSION FACTOR OF ( -80.11 FEET) TO BE APPLIED THE INDICATED ELEVATION
CONVERT TO N.G.V.D. 88 DATUM.
12 Pe
ti
JIP
67
O
LANDSCAPING:
AREA (3.82 ACRES) = 166,399 SQ. FT
BUILDINGS =
4,336
SQ.
FT.
BALANCE
= 162,063
SQ.
FT.
6% LANDSCAPING
= 9,723
SQ.
FT.
PROVIDED LANDSCAPE:
PLANTING -FRONT =
4,250
SQ.
FT.
PLANTING -REAR
= 4,078
SQ.
FT.
GRASS - SIDES
= 1,400
SQ.
FT.
TOTAL PROVIDED
= 9,728
SQ.
FT.
6" LIME STABILIZED SUBGRADE*
LOCATION MAP
tN.T.S.
�6
01> W01AdW%W
KEY MAP — 540 F
40 0 40 80 120
Scale: V = 40'
LEGEND
TP 101,73 TOP OF CALCIUM SULFATE
FL FLOW LINE
TRANSITON BERM
TO ADJACENT NATURAL GROUND.
PROPOSED 2-3 INCHES RECLAIMED TOP BERM = 101.45 =
ASPHALT WEARING SURFACE '
ef�l" GS-200 CALCIUM SULFATE WATER SURFACE 101.45 L TOP OF EXISTING
MATERIAL* ; NATURAL GROUND
I
EARTHEN CHANNEL
3' 10'
13
TYPICAL PARTIAL SECTION'
SECTION A —A'
N.T.S.
SITE ADDRESS: 1901 STATE HIGHWAY 146 NORTH
LA PORTE, TX 77571
LEGAL DESCRIPTI❑N1 3,82 ACRES, TR 14A, F,A, STA 4SHEN S/D
EN❑CH BRINS❑N SURVEY, A-5, HARRIS COUNTY, TEXAS
ZONED LI — LIGHT INDUSTRIAL
OWNER: TRANS GULF TRANSPORTATION, INC.
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS
SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE PLAN
DEVELOPER: TRANS GULF TRANSPORTATION, INC.
BEING 3.82 ACRES OUT OF THE ENOCH BRINSON SURVEY, ABSTRACT NO. 5,
TYPE OF DEVELOPMENT: OFFICE BUILDING
HARRIS COUNTY, TEXAS IN CONFORMANCE WITH HE LAWS F THE STATE OF TEXAS
ENGINEER: H. CARLOS SMITH
AND THE ORDINANCES OF THE CITY OF LA ORT .
BY:
YIRECTOA WPCRTE
PLANNING DEPARTMENT
ATTEST:
BY:
LA PORTE CITY ENGINEER
MIN❑R DEVELOPMENT SITE PLAN FOR
FILING DATE:
TRANS GULF TRANSP❑RTATI❑N, NC,
PROPOSED
MODULAR ❑FFICE BUILDING
LA PORTE, TEXAS
I, John J. Rodriquez, a Registered Professional Land Surveyor in this
4E of TFk
state do hereby certify that this survey was made on the ground on
1 o
t Oct. 1996, that his drawing correctlyrepresents at
onforms
hund
e time of the survey, and that this pr essional service to
the current Texas Surveyors Association standards and specifications
DATE, SCALE,
JOHN•J. RODRIQUEZ•
for a Category 6, Topographic Survey, Condition rr.
06/09/05 1"-40'
H. CARLOS SMIT �I -
..........................
� 4 2634
�9,..pafss.o0�
DRAWN, ENGINEERS AND SURVEYORS, II C. CAD FILEt
�•�SUR`i
State of Texas
C
BIT P.O. BOX 529 423 N. HWY. 146 3572-05
County of Harris
LA PORTE, TEXAS 7757I
Texas Registration No. 2634
REVISED: 12/06/05
CT, PH. (281) 471-4226 FAX (281) 471-422E SHEET
173572-051
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