HomeMy WebLinkAboutJACK DOHENY PROJECT SITE PLAN (4)8
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• FOUNDATION�����•LANS
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2:1 SIDE SLOPE;TE
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SEE NOTE #1 LIME ., SUBGRADE
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BY
CITY . l PORTE
,DRY WEIGHT KEY MAP PG: 539-Z
DITCH ZONING (G) GENERAL COMMERCIAL W
FL 18.34 18" HDPE 155.66 L.F. WEST OF THE 3:1 HCAD # 023-129-000-0052
FL 16.68 NORTHEAST PROPERTY CORNER CLP PROTECT # 11-82000025 w
1. ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED 1%
WITH VMAX PERMANENT COMPOSITE TURF TYPE OF DEVELOPMENT: EQUIPMENT SALES, RENTALS, o
REINFORCEMENT; #VMAX3 SC250 &SERVICE W co
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EL 15.08 EL 15.06 EL 15.08 DESCRIPTION OF LAND: E c�
WEST o?: aLo«: suaplmsoN: LA PORTE OUTLOTS E- l0 't
A 20 21B & 22B
RECOROATIOt1
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AppRE55:
2506 SENS ROAD, LA PORTE TX 77571
CITY: LEUL'ER:
LA PORTE -
3.5'
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69.8� ! 9. / ' / 9.8' (9. !'
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PURCHASER/OWNER:
DOHENY SUPPLIES
i1RE COMPANY' Y:
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JACK
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NORTH ARROW & DRAWING SCALE
#5 @ 18" O.0
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TP 21.80
TP 21.80 9" CONCRETE; 1.5' 1' TP 21.80
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0 20' 40' 80'
4000 PSI
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TP 20.94 TP 20.94
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1 INCH = 40 1,
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FLOOD STATEMENT:
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SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
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"X" PER COMMUNITY PANEL NO. 48201CO945L DATED
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9" PREPARED LIME
JUNE 18, 2007.
FIRM NO
9501
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STABILIZED SUBGRADE
REGISTERED ENGINEER:
@ 8% LIME BY DRY WEIGHT
COMPACTED TO 95% MAX. DENSITY.
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I, PHILLIP E. JOHNSON , A LICENSED PROFESSIONAL
; *.:
ENGINEER IN THE STATE OF TEXAS DO HEREBY
% PHILLIP EUGENE IOHNSON�
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CERTIFY THAT THE INFORMATION PRESENTED ON THIS
94.14 L.F. NORTH OF THE
MINOR SITE PLAN TRUE AND CORRECT TO THE BEST OF
,+&` <rC ENSE�'ti�
-
SOUTHWEST PROPERTY CORNER
MY KNOWLEDGE.
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1. ANY SLOPE GREATER TITAN 3:1 WILL BE STABILIZED
WITH VMAX PERMANENT COMPOSITE TURF
LANDSCAPING REQUIREMENTS:
REINFORCEMENT; #VMAX3 SC250
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TOTAL SITE AREA: = 242,738.00 8Q. FT.
REQUIRED LANDSCAPING: = FRONT & SIDES
PROVIDED LANDSCAPING:
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SENS RD VARIES = 4,786. SQ.FT;
NORTH
ROAD
W
NORTH
WEST PL. 8' x 270' = 2,160 SQ. FT;
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EDGE
SOUTH PL 16.6' x 306.53' = 5,088 SQ. FT
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& 330.46' x 4 = 1,322 SQ. FT;
73.8' 21.3' 29.3'
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TOTAL = 13,356 SQ. FT.
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SIDEWALK; 4" CONC;
5'
32.5' 32.5' 10.4' 5.2'
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PARKING
#5 181, O.0 (
@'
3000 PSI; #3 @ 15";
3C100REQUIREMENTS:
SO. FTI OEM ENTS00 SQ.FT. NON OFFICE
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50.6'
2" SAND
9" CONCRETE; 2%MAX SLOPE
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4000 PSI I
REQUIRED PARKING:
TP 21.80
9" CONCRETE;
FF 22.00
TC 21.90 TP 21.80
MINIMUM = 4.0 SPACES
OFFICE 2,750 SQ. FT. = 8.25 SPACES
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L.L
TP 21.28 4000 PSI
--
TP 21.40 TP 21.15
S-1 16,500 SQ. FT. = it SPACES
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CL
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RE: FOUNDATION
TOTAL: 19,250 SQ. FT. = 24 REQ. SPACES
UPLANS
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PARKING PROVIDED: 90° - 9' X 20' = 1 SPACE W/ HC SIGN
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90° - 9' X 20' = 10 SPACES W/ CURB
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90' - 9' X 20' = 14 SPACES W/ CURB STOPS
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9" PREPARED
_.-__ N.G.
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#5 @ 18"
O.0
EMPLOYEE COUNT: SHALL BE DETERMINED.
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N.G. LIME STABILIZED
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2:1
EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER
_. _-
N.G.
SUBGRADE------ -----
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-
MUST COORDINATE WITH CITY OF LA PORTE
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@ 8% LIME BY - `
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9" PREPARED
- --
` - --__ - TB 17.89
REGARDING PARKING DEVELOPMENT.
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a"
DRY WEIGHT
LIME STABILIZED
INLET
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SUBGRADE
TG 2 1. 15 1-4:1
NOTES:
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@ 8% LIME BY
FL
16.26 (24") ,
In
DRY WEIGHT
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1. THE LOCATION OF THE WATER LINE HAS BEEN OBTAINED FROM BLOCK MAPS
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PROVIDED BY THE CITY OF LA PORTE. THE WATER LINE IS PROBABLY 12
I %
FL 16.58 (
INCHES.
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2, THE LOCATION OF THE SANITARY SEWER LINE HAS BEEN OBTAINED FROM
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BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE SANITARY SEWER LINE
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IS PROBABLY 36 INCHES.
lw CENTERLINE OF
62 L.F. OF
lu FRONT CT-NTER OF
3. PROPOSED SAN. SWR. LINES TO BE 6" PVC W/ 4" FEED TO BUILDING.
JOB N0.
p
SOUTH -ERN DRIVEWAY
24" RCP
CULVERT'
PROPOSED BUILDING
4. PROPOSED SAN. SWR. LINES TO HAVE C.O AT EVERY BEND. MAXIMUM DISTANCE
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FL 15.20
BETWEEN C.O. NOT TO EXCEED 90'.
DRWN BY: RC
CKD BY: PEJ
1. ANY SLOPE GREATER THAN 3:1 WILL BE STABILIZED
5. PROPOSED DOMESTIC WATER LINE TO BE 1".
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WITH VMAX PERMANENT COMPOSITE TURF
FILE: C3.0.dwg
REINFORCEMENT; #VMAX3 SC250
6. PROPOSED IRRIGATION METER TO BE 3/4" x 5/8".
ISSUED: HC&LAPORTE
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7. PROPOSED ELECTRICAL AND TEL SERVICES TO BE OVERHEAD.
Nov
DATE: Tue, 15 2011
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8. NO GAS SERVICE PROPOSED.
DWG: ' 02
9. PROJECT SHALL CONFORM TO THE MINIMUM EXTERIOR BUILDING DESIGN
STANDARDS - 100 % MASONRY AND/OR GLASS PRODUCTS. REQUIRED ON THREE
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SIDES OF BUILDING; NORTH, SOUTH & EAST
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