HomeMy WebLinkAboutOAKLAND LAND & DEVELOPMENT SITE PLAN (2)= In
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OWNERS - BLUE FLASH EXPRESS INC.
BLOCK 1142
HCAD-024-202-041-0001
EXISTING EXISTING
EDGE 'M' ST, EDGE 'M' ST.
Vs CALCULATIONS,
I-U
0 SF
TO
71.25
SF/2
X 23=
837 CF
71.25
SF
TO 0
SF/2
X .5
_ i2,3-L7-GCL
TOTAL
1-21
34.5
SF
TO 68.85 SF/2 X 57' =
2,946 CF
68.85
SF
TO 0
SF/2
X 55' =
1893 CF
TOTAL =
4,839 CF
I-3e
0 SF
TO
71.25
SF/2
X 23.5' =
837 CF
71.25
SF
TO 0
SF/2
X 43.5'
TOTAL =
2,387 CF
I-41
0 SF
TO
68.85
SF/2
X 57' __
1,961 CF
68.85
SF
TO 34.55 SF/2 X 55'
CF
53.17P
133 CF
❑RIFICE SIZING
Q=CA X (2ggh) 1/2
5.04 CFS='Z0.8) A x (2)(32.2)(2) 1/2
5.04 CFS= (0.8) A x U.35
A = 0.56 SF (79.93 SQ. IN.)
USE 10' RESTRICTOR / A = 0.545 SF
Q (100) = (0.40) (9.2 IN/HR) (1.37 ACRE)
Q (100) = 504 CFS
OWNERS - ALTON ❑GDEN JR.
HCAD-040-278-001-0023
EXISTING 8' WATER LINE RE CDR-06-007 &
EDGE 'M' ST.
'14.9
CENTERLINE DITCH
LOCATION /
[IF NEW 1 1/2'
WATER TAP BY CIT`.
.L.
OWNERS - JR & DR ENTERPRISES
BLOCK 1142
HCAD-024-202-042-0001
"M" STREET 60' R.❑.W,
[NE EXISTING CUUVERT
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EXISTING
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PROPOSED
PROPERTY LINE
EXISTING BUILDING
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OVER I, GS 200
OVER STABn * n GROUND
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HCAD-040-278-001-0025 a 225'
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33
266'
OWNERS - ALTON OGDEN JR,
HCAD-040-278-001-0038
SCALE 1// = 30/
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WNtz®NN.
4"WIDE PLANTING BED (EDGE 16TH S
TYP. 3 LOCATIONS
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MINOR DEVELOPMENT SITE PLAN
CREATED FROM A SURVEY OF BLOCK 1175 & 1176, ALLEYS CLOSED BY
ORINANCE # 1245 AND SEVENTEENTH ST. 60' R.O.W, CLOSED BY ORDINANCE
# 1751, LYING WITHIN THE TOWN OF LA PORTE, HARRIS COUNTY, TX.
AND ALSO FROM CLP PROJECT # 06-8213 LETTER DATED 4-28-06
TYPE OF DEVELOPMENT
OFFICE WAREHOUSE/FENCED YARD
LIGHT INDUSTRIAL (LI)
OWNERS
OAKLAND LAND AND DEVELOPMENT
P.O. BOX 952
NATCHEZ, MS 39120
DEVELOPMENT LEGAL DESCRIPTION
TRS 2 & 3, TR A, ABANDONED 17TH STREET,
JOHNSON HUNTER SURVEY, ABSTRACT 35, LA PORTE,
HARRIS COUNTY, TX
DEVELOPERS
R.B.H. CONSTRUCTION
3310 E. COUNTRY CLUB DR.
LA PORTE, TX. 77571
281 460-7490
GENERAL NOTES
L THIS SITE PLAN IS NOT A SURVEY, BUT RATHER A SITE PLAN PREPARED FROM
A SURVEY BY SHANKS SURVEYORS DATED 05/03/99 REF,
JOB # 90-28197
2. LETTER OF INFRASTRUCTURE LOCATIONS # CDR-06-007 & CDR-06-008
3, HCAD # 040-278-001-0025
PHASE TWO
DRAINAGE/DETENTION
Vs = 0.20 AC. FT. /
ACRE
TOTAL TRACT,
225' X 266' = 59850
S.F. = 1.37 ACRE
Vs (REQUIRED),
1,37 ACRE X 0,20 AC.
FT. / ACRE = 0,274 ACRE FEET
0.274 ACRE FEET = 11,935
CU, FT.
Vs (PROVIDED),
INLET NO. 1 -
2387 CF
INLET NO, 2 -
4839 CF
ci
INLET NO. 3 -
2387 CF
INLET NO, 4 -
5133 CF
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H-
INLETS & STORM
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SEWER -
1423 CF
ON
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ENTRANCE AREA
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(NORTH) -
240 CF
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A
ENTRANCE AREA
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(SOUTH) -
319 CF
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Vs TOTAL -
16,728 CF
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EXCESS 4,793 CF (40%)
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FLOOD STATEMENT
FLOOD ZONE "X", FEMA MAP #4854870945 J, REV. 11-6-96
CITY APPROVING AUTH❑RITY CERTIFICATE
PLAN AND DEVELOPMENT OF OAKI AND I AND AND DFVFI OPMFNT PHASE P OF BI OCK 1175
IS I CONFORMANCE WITH THE
LAWS OF THE STATE OF TEXAS AND THE, ORDINAN ES OF TO CITY OF LA PORTE.
BY,
DIRECTOR OF LA RTE PLANNING DEPARTMENT.
?L Ppu� A".;...zC
SITE PLAN ACCURACY CERTIFICATE
I, JAMES W. GARTRELL, JR., 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 THE PLAT.
BY,
(PRINT NAME)
TEXAS REGISTRATION NO. --------------------
(AFFIX SEAL)
TOTAL DEVELOPED AREA
59,850 SQ. FT.
LANDSCAPE
36' x 36' PRECAST
CATCH BASIN V/24. OPENING 6• NDL COVER LS SACK
STABB.�D SAND, BUTTON
rOP AND SIDES
1. SITE PREP SHALL BE PERFORMED AS SPECIFIED IN THE SAILS INVESTIGATION
REPORT.
2, AT MINIMUM, REMOVE 6' EXISTING VECITATIGN AND ALL TREES AND ROOT SYSTEMS.
NOTE:
❑
T
E ,
I
This S site
hasbeen
LANDSCAPE AREA PROVIDED
REQUIRED
4086 SO. FT.
3591 SQ. FT.
(4) 3' RED OR LIVE OAK
G
JOINT SEALANT
COMPACT SELECT FILL WHERE TREES ARE REMOVED, PROVIDE A MINIMUM OF 24'
COMPACTED SELECT STRUCTURAL FILL BENEATH THE SLAB AND USE SELECT FILL TO
BRING PAVING AREAS TO GRADE. STRUCTURAL FILL SHALL CONSIST OF OFF SITE
PRIOR TO CHANGE OF OCCUPANCY
changed
plan
from the
original
6X MIN. LANDSCAPE
OF 40, A PLASTICITY INDEX
OWNER MUST C❑❑RDINATE WITH CITY
GS20 OR SUM. S HD.IZED MA R AR AS SPECIFIED
'.
INORGANIC SANDY CLAYS WITH A MAXIMUM LIQUID LIMIT
BETWEEN 7 AND 20, AND A MINIMUM SHEAR STRENTH OF 100D PSF. THE TOP TWO
REGARDING PARING REQUIREMENTS
t o (allow
relocation
o f
LANDSCAPE REQUIREMENTS
INCHES UNDER SLAB AND PAVING SHALL BE COMPACTED BANK SAND. THE TOP 8' OF
REQUIRED # OF PARKING
® (30) 5 GAL INDIAN HAWTHORNE
18'JHBPE;18
HOPE
NATURAL GROUND AND ALL SELECT FILL SHALL BE COMPACTED TO 95% STANDARD
PROCTOR DENSITY AT A MOISTURE CONTENT WITHIN +3% AND -iX OF OPTIMUM MOISTURE.
Water line,,
4 PLUS 3/1000 SO. FT. OFFICE,
PLUS 1/1.5 NON OFFICE EMPLOYEE =
9 SPACES
REDWOOD JOINT W/ 3/4' X 24' BOWELS 24. O.C.
3. ENCASE ALL STORM SEWER WITH 1.5 SACK STABILIZED SAND A MIN. OF 6' IN WI➢TH
AND DEPTH.
!.
REVISED,
09/01/06
NUMBER OF STANDARD SPACES PROVIDED
9 SPACES
4. AFTER SHAPING EXISTING DIRT, LIME STABILIZE ENTIRE DEVELOPED SITE INCLUDING
NUMBER OF H.C. SPACES PROVIDED
1 SPACES
N.T,S.
SLAB AREA 6' DEEP SX LIME AS STATED ON SOILS REPORT. PLACE ALL NEEDED FILL
OVER LIME STABILIZED SURFACE.
TOTAL NUMBER OF PARKING SPACES
10 SPACES
POUR BOTTOM TO GRADE
PARKING ALLOWANCES
NOTES
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.JAIES
V. GARTRELL,
JR.
GULF
COAST
ENGINEERING
AND SURVEYING
P.O. BOX 382
LA MARQUE,
TX 775W
409 935-3462
281488-696
ENGINEER
DATE
DRAWN BY R.B.H.
DATE
03/22/06
REVISED,
04/11/06
REVISED,
05/30/06
REVISED,
06/13/06
REVISED,
06/21/06
REVISED,
09/01/06
SHEET
SITE
PLAN
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