HomeMy WebLinkAboutOAKLAND LAND & DEVELOPMENT SITE PLAN (10)im
OWNERS - BELLE EXPLORATION INC
040-287-001-0025
PROPOSED M STREET PROJECT
SOUTH 17TH ST.
(60' R,O.W)
CLOSED BY
OWNERS - BELLE EXPLORATION INC
040-287-001-0025
DEVELOPED
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DETENTION SUMMARY
TOTAL ACRES IMPROVED:
DETENTION REQUIRED:
1.9138 X 0.45 = 0.86121 AC -FT
0.86121 AC -FT X 43560 =
TOTAL DETENTION REQUIRED:
TOTAL DETENTION PROVIDED:
PARKING LOT AREA Al
Al = 19,949.6489 SF
Ala = 4.00 SF.
A1+A1a/2 x P DEEP =
PARKING LOT AREA A2
A2 = 20,220.0636 SF
A2a = 4.00,SF.
A2+A2a/2 x 1' DEEP =
PARKING LOT AREA A3
A3 = 18,301.60 SF
A3a = 4.00 SF.
A3+A3a/2 x P DEEP =
PARKING LOT AREA A4
A4 = 21.113.12 SF
A4a = 4.00 SF.
A4+A4a/2 x P DEEP =
10'
- SETBACK
_ I q OF PROP
PL i 3' BTM.
N.G. , I 16.37
16.23
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SECTION A -A
1"- 4' VEW.
1.9138 AC
0.45 AC-FT/AC
37,514.3076 CU. FT
39,800.2156 CU. FT
9,976.82 CU. FT
M
10,112.03 CU. FT
3 STRAND BARB WIRE
2 1/2" GAL. METAL POST
*PROPOSED FENCE TO
BE CHAIN LINK FENCE
UNDEVELOPED
LEGEND
' - ' ' - ' ' - PROPOSED H.D.P.E STORM LINE
_E E - PROPOSED ELECTRICAL LINE
GAS NOT PROPOSED
PROPOSED PHASE III
. CHIP SEAL PAVING
79,609 S.F
LANDSCAPE LEGEND
Q42
/ PROPOSED &RELOCATED
2" OAK TREE (21 TYP.) 30' O.C.E.W
FENCE DETAIL - 02 PROPOSED & RELOCATED
9;152.80 CU. FT HYDRAULIC CALCULATIONS ED 1811 TALL INDIAN HAWTHORN
SHRUB (65 TYP.)
10,558.56 CU. FT
RATIONAL METHOD FOR RUNOFF: Q = CIA
C = 0.75 FOR CONCRETE
i = 6.86 (100 YR; Hydro 35/TP-40; TC 26.38 MIN.) and A is in acres
Therefore Q is in cubic feet per second (cfs)
MANNING'S EQUATION: Q = A1.486/NR2/3S1/2 (FOR SIZING PIPES)
Q (CFS), A (AREA OF PIPE IN SQ FT), R (HYDRAULIC RADIUS IN FT),
S (SLOPE IN FT PER FT)
Intensity
AREA
To
C
100 year
A
Q(ds)
Al
Inlet
0.75
6.86
0.4805
2.47
A2
Inlet
0.75
6.86
0.4870
2.51
A3
Inlet 1
0.75
6.86
0.4411
2.27
A4
inlet
0.75
6.86 1
0.5052
2.60
Cumulative
Pipe
Pipe
Pipe Area
Roughness
Hydraulic
1 Pipe
Max Pipe Cap.
Velocity
Area
TO
Area
Q (cfs)
Diameter
Type
In S.F.
Factor
Radius
slope
Q (c%)
V(fls)
Al
Exist MH
2.47
12
HOPE
0.785
0.011
0.2500
0.0040
2.663
3.39
A2
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2.51
12
HOPE
0.785
0.011
0.2500
0.0040
1 2.663
3,39
A3
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2.27
12
i HOPE
0.785
0,011
0.2500
0.0040
1 2.663
1 3.39
A4
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1 2.60
1 12
1 HOPE
1 0,785
1 0.011
0.2500.
0.0040
1 2.663
1 3.39
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KEYNOTES
PROPOSED CHIP SEAL PAVEMENT (1 LAYER)
O4" LIMESTONE; 1 1 " CRUSHED CONCRETE; 8" LIME
STABILIZED SUBGRADE (36 LBS/SY) COMPACTED TO 95%
MAX. DENSITY. (79,609 S.F.) SEE DETAIL THIS SHEET.
0 PROPOSED STORM SEWER TYPE "A" INLET (4 TYP.)
OPROPOSED 6' CHAIN LINK FENCE; 2 1/2" GAL. METAL
POST; 1811 TALL 3 STRAND BARB WIRE (1,400 L.F.)
OEXISTING LANDSCAPING TO BE RELOCATED 1 P FROM
SOUTHERN PROPERTY LINE; 7 OAKS & 24 SHRUBS
OEXISTING DITCH BANK TO BE EXTEND TO 12' FROM
SOUTHERN PROPERTY LINE
OYARD LIGHTING; 40' POLE RTSP50-12.0-7-BRZ-2-BC
1000W FIXTURES MHNK-S76-1000-480V
CROSS ARMS FA3180-36-2-BRZ-2 (8 TYP)
CHISEL PAVEMENT
3e AGGREGATE & SPRAYED
EMULSION BINDER (I LAYERI
0.2 GAL/SY TACK COAT
TO BE APPLIED TO TOP
OF LIMESTONE PRIOR
TO PLACING CHISEL
CHISEL DETAIL
o sj Ii stf i
4" LIMESTONE ROCK
11" CRUSHED CONCRETE
8" LIME STABILIZED
SUBGRADE 136 LBS/SY)
COMPACTED TO 95%
MAX. DENSITY.
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS SITE PAN AND DEVELOPMENT OF OAKLAND LAND &
DEVELOPMENT STORAGE YARD EXPANSION IN CONFORMANCE
WITH THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES
OF THE CITY OF LA PORTE.
BY:
_( I ( I
/9,15 DIRECTO , LA ORTE
PLANNING DEPARTMENT
S
CITY OF LA PORTE o
KEY MAP PG: 580-E a
ZONING (LI) LIGHT INDUSTRY. 0
HCAD #040- - -
W
278 001 0038
1
HCAD #040-278-001-0040
HCAD #040-278-001-0023 W
TYPE OF DEVELOPMENT: "STORAGE YARD EXPANSION"
UNMANNED FACILITY
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SUBDIN9CN;
TR 5 S A C& D ABST J. HUNTER A-35
ECOROA11W1:
VOLUME 40, PAGE 271-1 OF DEED RECORDS
WLRITY:
HARRIS
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DDRESS:
1560 6t
S 1 h Street
CnY:
LA PORTE
LENDER:
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JflCHASER ONNER:
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OAKLAND LAND & DEVELOPMENT,
L PMENT LLC
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TIRE COMPANY:
ENT: FLOOD STATEM
SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
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"X" AN AREA DETERMINED TO BE OUTSIDE THE 0.2%
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ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL
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NO. 48201C0945L DATED JUNE 18, 2007.
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1 INCH = 30 FT. -
REGISTERED ENGINEER:
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I, PHILLIP E. JOHNSON A LICENSED PROFESSIONAL r,* :": °o
ENGINEER IN THE STATE OF TEXAS DO HEREBY �PIIILLn' EUGLNLJUIINSUN
CERTIFY THAT THE INFORMATION PRESENTED ON THIS �i fit• �snos ;wc�i
MINOR SITE PLAN TRUE AND CORRECT TO THE BEST 1�c�s •jCi NVc,- , '
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OF MY KNOWLEDGE. �� Q � R n ,� .-'
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NOTES:
1. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN
OBTAINED FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. +
THE SANITARY LINE IS SHOWN AS 12 INCHES. THE WATER LINE IS -
SHOWN AS 8 INCHES. �C�`:
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2. NO ADDITIONAL SANITARY SEWER SERVICE PROPOSED. �
3. NO ADDITIONAL WATER SERVICE PROPOSED. Q h"
4. NO GAS SERVICE PROPOSED. \ O •
5. EXISTING IRRIGATION METER. SEPARATE IRRIGATION PERMIT `
REQUIRED FOR IRRIGATION OF PROPOSED LANDSCAPING. ^ F
6. SEPARATE ELECTRICAL PERMIT REQUIRED FOR PROPOSED YARD ) 0
LIGHTS. YARD LIGHTS TO BE METER FROM NEW PROPOSED ,,y�
ELECTRICAL METER 06 J LJ.
7. EXISTING DIRT SPOILS ARE OF HIGH PLASTIC AND ARE NOT
SUITABLE FOR CONSTRUCTION OR BACKFILL. DIRT SPOILS ARE C: N 1 1 1
REMOVED OFF OF PROPERTY BY CONTRACTOR.
8. USE OF PROPERTY IS ONLY ALLOWED BY TENANT OF 1500 S. 16TH J =
STREET. ANY CHANGE IN TENANT WOULD REQUIRE A NEW ZONING � A
PERMIT. "O T_ v,
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JOB NO. 12-0018
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DRWN BY: __________
CKD BY: PEJ
FILE: C1.0.dwg
SCALE: '11. = 30.1
DATE: -i hu, Apr 11 20 I
DWG:
C1.0
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