HomeMy WebLinkAboutOAKLAND LAND & DEVELOPMENT SITE PLAN (REVISED)Z_
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OWNERS - BLUE FLASH
EXPRESS INC.
OWNERS - JR & DR ENTERPRISES
BLOCK 1142
BLOCK 1142
HCAD-024-202-041-0001
HCAD-024-202-042-0001
EXISTING 8' WATER LINE RE CDR-06-007
& CDR-06-008
F.H.
F.H.
"M" STREET
60' R.0.W,
EXISTING EXISTING
EXISTING
EDGE 'M' ST. EDGE 'M' ST.
EDGE 'M' ST.
14.9
F.L. 1 .45
4.4
CENTERLINE DITCH
RESTRICTGR
LI3WLINEE EEXIISTING CU VERT
PROPERTY LINE
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67' 6'
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A
20.2
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EDGE 16TH S�.
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VS CALCULATIDNS�
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PROPOSED ;" "`i"";
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z EDGE 16TH S .�
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1-11 0 SF TO 71.25 SF/2 X 23.5' =
837 CF
PROPOSED
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71.25 SF TO 0 SF/2 X 43.5' =
1.550 CF
SEAL.SURFACE
SEAL.
WITH COATED ROCK
NE
pp
m
TOTAL =
E,387 CF
o
OVER STABIL® GROUND SA M LE WELL
P
208
OF NEW ' SEWER
(/�
i-2t 34.5 SF TO 68.85 SF/2 X 57' = 2,946 CF ' LIGH
POE
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TAP BY r1Y
V /
68.85 SF TO 0 SF/2 X 55'
1.893 CF
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w
TOTAL =
4,839 CF
„.:
®
Z
I-3t 0 SF TO 7125 SF/2 X 23.5' =
B37 CF
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m
ROPOSED
i 375 �SQ• F
, BLDG
�,.
EXISTING
EDGE 16TH ST.
�1nn
_
X 43.5
i.550 CF
HCAD-040-278-001-0025
225
-'
- - _
--
_•20-
5\
zti4:.
20•.®
80
7L25 SF TO 0 SF/2 -
w
19.6
20.8
W
TOTAL =
2,387 CF
z
Y
F.F. 21
a
75
I-4s 0 SF TO 68.85 SF/2 X 57' __
1,961 CF
20 2
<"•
68.85 SF TO 34.55 SF/,2 X 55'
CF/
'72
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CD
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=
5,133 CF
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LOCATIO
OF NEW
/4'
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W
20.2..::20.0:.',®
W
0.8 20.8
WATER
oil B Y C Y
ORIFICE SIZING
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VS 839 CF) i20.2 Pn.a
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EDGE 16TH S .
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am
T.G.
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AR:"i
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S5..04 CFS-- (0.8) A x (2X32.2)(2) 1/2
19.3
w
5.04 CFS= (08) A x 11.35
F.L 5.57
g3 VS (23 CF)
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A = 0.56 SF C79.93 SQ. IN.>
LF B
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USE 10 RESTRICTOR / A = 0.545 SF
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9 (100) _ (0.40) (9.2 IN/HR) (1.37 ACRE)
w
0 (100) = 5.04 CFS
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SIDE SET HACK 10
9
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20.2
6' FENCING
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w 16.9
266
EXISTING
"N"
STREET (N❑T OPEN)
80' R.D.W.
TYP. I3 ELOCAT OIN
J ED EDGE 16TH S[
'N'
ST. CLOSED BY ORDINANCE # 2890
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OWNERS - ALTON
OGDEN JR.
OWNERS - ALTON OGDEN JR.
o
HCAD-040-278-001-0023
HCAD-040-278-001-0038
°
W
W
SCALE
1//
= 30/
J
TOTAL DEVELOPED AREA 59,850 SO. FT. LANDSCAPE
LANDSCAPE AREA PROVIDED 4086 SO. FT,
6% MIN. LANDSCAPE REQUIRED 3591 SQ, FT. (4> 3' RED OR LIVE OAK
LANDSCAPE REQUIREMENTS
REQUIRED # OF PARKING SPACES (30) 5 GAL INDIAN HAWTHORNE
4 PLUS 3/1000 SO. FT. OFFICE,
PLUS 1/1.5 NON OFFICE EMPLOYEE = 9 SPACES
DUMBER OF STANDARD SPACES PROVIDED 9 SPACES
4UMBER OF H.C. SPACES PROVIDED 1 SPACES
FOTAL NUMBER OF PARKING SPACES 10 SPACES
36' X 36' PRECAST
CATCH BASIN V/24' OPENING 6' MM COVER LS SACK
TOP AND
s SAND, BOTTOM
TOP SmEs
18' HOPE 18 HOPE
POUR BOTTOM TO GRADE
1. SITE PREP SHALL BE PERFORMED AS SPECIFIED IN THE SGILS INVESTIGATION
REPORT.
2. AT MINIMUM, REMOVE 6' EXISTING VEGITATION AND ALL .TREES AND ROGT SYSTEMS.
COMPACT SELECT FILL WHERE TREES ARE REMOVED. PROVI➢E A MINIMUM OF 24'
.HINT SEALANT COMPACTED SELECT STRUCTURAL FILL BENEATH THE SLAB AND USE SELECT FILL TO
BRING PAVING AREAS TO GRADE. STRUCTURAL FILL:SHALL CONSIST OF OFF SITE
GS20 DR SIN. S HIL®AR AS SPECIFIED INORGANIC SANDY CLAYS WITH A MAXIMUM LIQUID LIMIT OF 40, A PLASTICITY INDEX
r BETWEEN 7 AND 20, AND A MINIMUM SHEAR STRENTH OF 1000 PSF. THE TOP TWO
INCHES UNDER SLAB AND PAVING SHALL BE COMPACTED BANK SAND. THE TOP 8' OF
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.
REDWOOD JOINT W/ 3/4' X 24' DOWELS 24' O.C. 3. ENCASE ALL STORM SEWER WITH 1.5 SACK STABILIZED SAND A MIN• OF 6' IN WIDTH
AND DEPTH.
4. AFTER SHAPING EXISTING DIRT, LIME STABILIZE ENTIRE DEVELOPED SITE INCLUDING
SLAB AREA 6' DEEP 5% LIME AS STATED ON SOILS REPORT. PLACE ALL NEEDED FILL
N.T.S. OVER LIME STABILIZED SURFACE.
MIN❑R 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
ZONED
LIGHT INDUSTRIAL (LI)
OWNERS
OAKLAND LAND AND DEVELOPMENT
P.O. BOX 952
NATCHEZ, MS 39120
DEVELOPMENT LEGAL DESCRIPTI❑N
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
1. 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
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.
INLET NO,
1 -
2387
CF
INLET NO.
2 -
4839
CF
z
INLET NO,
3 -
2387
CF
INLET NO.
4 -
5133
CF
w
INLETS &
STORM
0
SEWER
-
1423
CF
m z
ENTRANCE
AREA
o h"
<NORTH)
-
240
CF
A
ENTRANCE
AREA
o
(SOUTH)
-
319
CF
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((u °
,
Vs TOTAL -
16,728
CF
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EXCESS 4,793 CF (40%)
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=
FLOOD
STATEMENT
PRIOR R CHANGE R OCCUPANCY
OWNER MUST COORDINATE WITH CITY 4rwwzz 'AWN, J` ifs
REGARDING PARING REQUIREMENTS
m
FLOOD ZONE 'X', FEMA MAP #4854670945 J, REV. 11-6-96
CITY APPR❑VING AUTH❑RITY CERTIFICATE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE
PLAN AND DEVELOPMENT OF OAKI AND I AND AND DFVFI ❑PMENT. PHASF P OF RI IICK i
WITH BUILDING ADDRESS OF 1410 S. 16TH ST, ( OW I I ) IS IN CONFORMANCE WITH TH
CITY OF LA PORTE.
BY:
s DIRECTOR OF Lif PORTE PLANNING DEPARTMENT.
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 CORRECTI'AND THAT ALL BEARINGS, DISTANCES, ANGLES,
CURVE RADIUSES, AND CENTRAL ANGLES ARE'' ACCURATELY SHOWN ON THE PLAT,
BY -
(PRINT NAME)
TEXAS REGISTRATION NO.
p . J• W. G,ARTRELL, JR...-e
o:......22590...... o
(AFFIX SEAL)
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J IES W. GARTRELL,
JR.
G' LF COAST
EIS
An SURVEYING
Pa. HOX 382
L i
MARQUE, TX 77568
409 W-3462
281488-696
ENGINEER
DATE
DI !AWN BY
R.B.H.
D 1TE
03/22/06
k-.VISED,
04/11/06
R' VISEDi
05/30/06
R'VISED,
06/13/06
R VISED,
06/21/06
SHEET
S[TE
PLAN
C-1
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