HomeMy WebLinkAboutSINGH'S SUNRISE C-STORE & CHURCH'S FRIED CHICKEN SITE PLANSTORM
LATERAL SCHEDULE
LOC
LENGTH
PIPE
GRADE
Al-A2
66
LF
811
SDR
.52%
A2-A3
52
LF
8"
SDR
.52%
A3-A4
54
LF
8"
SDR
.529
A4-A5
52
LF
10"
SDR
.38%
A5-A6
31
LF
12"
SDR
.30%
B1-B2
43
LF
8"
SDR
.52%
B2-B3
72
LF
8"
SDR
.5290
B3-B4
52
LF
8"
SDR
.527
B4-B5
31
LF
19
SDR
.3090
STORM INLET
SCHEDULE
LOC
FL
TG
AREA
A 1
17.69
19.75
1,503
A2
17.35
19.75
2,271
A3
1 Z O8
19.75
2,402
A4
16.80
19.75
5,985
A5
16.60
19.75
3,017
A6
16.50
19.75
----
Subtotal
15 178
DRAINAGE SCHEDULE
LOC
FL
TG
AREA
B1
1 Z 44
19.75
1,543
B2
17.22
19.75
2,289
B3
16.80
19.75
5,651
B4
16.60
19.75
3,017
84
16.60
19.75
----
Sub to tal
12,5
PAVING SPECIFICATIONS:
1. ALL CONCRETE PAVING TO BE 3, 000 P.S.I.
5 SACK MIX WITH 4" TO 5" SLUMP
2. APPROACHES TO MEET APPLICABLE CITY,
COUNTY, AND STATE SPECS
J. CAR PAVING TO BE 5" THICK INTH
#3's ® 16" 0. C.E. W. WITH SEALED TREATED
EXPANSION JOINTS TO BE 60' O.C.E.W.
MAX. AND SAW CONTROL JOINTS TO BE
20' 0. C. E. W. MAX.
4. TANK FIELD COVER (MIN. 1,200 SQ. FT.)
TO BE 8" THICK WITH #4's 0 12' 0. C. E W.
-� DENOTES SURFACE OUTFLOW DIRECTION
Total 27,678
VOLUME PROVIDE.
C 27,678 X (0.75) = 6,975 Cu. Ft.
2
2Z 680 x 0.25 = 6,975 Cu. Ft.
VOL. PROVIDED: 16,120 Cu. fT.
MORE THAN: 16, 073 Cu. Ft.
PROVIDE A DETENTION SUMMARY ON THE PLAN AS FOLLOWS:
DETENTION SUMMARY
1- AREA SEWCED
0.92 Acres
2- DETENTION STORAGE RATE
Cs 0.2
3- DETENTION STORAGE VOLUME REQUIRED
0.18 Acre -Ft
4- DETENTION VOLUME PROVIDED
0.184 Acre -Ft
5- MAXIMUM DESIGN WATER SURFACE ELEVATION
20.0 Elevation
6- MAXIMUN OUTFLOW RATE ALLOWED
0.82 cis
7- MAXIMUN OUTFLOW RATE PROVIDED
0.82 cfs
8- RESTRICTOR SIZE
4" dia. PVC
DETENTION FACILITY SHOWN IS A PRIVATE FACILITY AND SHALL
BE PROPERLY OPERATED & MAINTAINED BY PROPERTY OWNER
AREA TOTAL 40,175 Sq. fT. - 092 Acres
EXISTING PERVIOUS 0.92 Acres
PROPOSED IMPERVIOUS 0.82 Acres
IL 0.10 Acres
DETENTION VOLUME REQUIRED:
VOL REQUIRED= 0.45 x 0.82x 43,560 = 16,073 Cu. Ft.
RESTRICTOR SIZE.
D= QVi
2.25 H'"
D= 0.41 '/ = 0.64 = 2"0
2.25 x (3.9)1/' 2.25 x (1.40)
RESTRICTOR: USE 6" 0 PVC ® 0.449
10'U.
�o�c� or�er�aop�c�a� paa
SCALE. 1 " = 20'-0"
CALLED 0.920 ACRES
(40,000 SQ. FT.)
NOTES:
1. SIDEWALK, DRIVEWAY, CURB AND GUTTER AND GRADE SHALL BE CONSTRUCTED
IN ACCORDANCE OF THE CITY OF LA PORTE SPECIFICATIONS.
2. SIDEWALKS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE,
5 SACK CEMENT PER CUBIC YARD, 4" THICK, 4'-0" MINIMUM WIDTH, AND BE
REINFORCED WITH # 3 ® 18 EACH WAY OR 6x6-W2.9xW2.9 WELDED WIRE FABRIC.
3 DRIVEWAYS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE,
5 SACK CEMENT PER CUBIC YARD, 6" THICK, FROM CURB TO PROPERTY
LINE AND BE REINFORCED Wl7Tl MINIMUM # 3 ® 12 EACH WAY
(16" MIN. LENGTH OF LAP) OR # 4 0 24 EACH WAY (22" MIN.
LENGTH OF LAP).
4. ONE -INCH BOARD EXPANSION NON -EXTRUDING PREFORMED JOINT;
AT INTERVALS OF 36 FT. (MAXIMUM) THROUGHOUT EN77RE LENGTH OF
SIDEWALKS, WHERE NEW WALK MEETS OLD WALK AND/OR NEW DRIVEWAY.
5. ONE -INCH BOARD EXPANSION NON-EXTRUOING PREFORMED JOINT,
BETWEEN SIDEWALK AND CURB, AROUND FIRE HYDRANTS AND UTILITY POLES.
6. CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY SPECIFICARONS.
MORTAR FILLED DOWELS
TO BE 314" x 6" BOLTS
AT EACH SIDE
MCI
NOTE:
WALLS TO BE CONSTRUCTED
OF 8" BRICK MASONRY
5' LONG 610 PVC
RESTRICTOR IN CONCRETE
10t',5
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VICINITY MAP
pencer Hwy :::9
Site
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OVERHEAD ELEC. I I
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PROPOSED POLE WITH O� 1
C TRANSFORMERS BY HL&P 1
UNDERGROUND ELEC.
To BUILDING. S 82"05'36" E 199.99' (Called 200.00')
o GRASS
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1 C-STORE
1 RESTAURANT X 2" 3,000 SQ. FT.
Lr 1,233 SQ.FT. F.F. = 21.25
B1 IH P000 N
GRASS
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SINGH'S SUNRISE C-STORE
10951 FAIRMONT PKWY., LA PORTE, TX
CHURCH'S FRIED CHICKEN
10947 FAIRMONT PKWY., LA PORTE, TX
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S 03"48'51 " W
51.64'
(Called 51.56)
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6" SANITARY 132' B3 I ' 0 13
1 HP 1" WATER LINE ii
1 CANOPY ABOVE 00
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1" WATER 1 1 314" IRRIGATION METER
1 B4 METER
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12" WATER LINE-i
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EXIST. 24" RCP
64LF 24" RCP'
rye.
ARC= 203.15' RADIUS= 5854.58'
CENTRAL ANGLE= 01.59'17"
CHORD BEARING=
N82"05'33"W - 203.14'
(Called 203.13')
FA►RMONT PKWY.
PROPOSED FIRE HYDRANT
AT NORTHEAST CORNER OF
DRIFTWOOD & FAIRMONT PKWYY,
INSTALLED BY THE CITY.
OWNED AND DEVELOPED BY.•
SINGH'S SUNRISE C-STORE
SIDHESHWAR PRASAD-SINGH, PRES.
LEGAL DESCRIPTION.
PT. TR. 13 A-5 ABS 482
W.M. JONES SURVEY, FAIRMONT PARK JV
HCAD #043-148-000-0277
LAND USE ANALYSIS
PROPERTY ZONE GC
TOTAL AREA.................................40,000 S.F.
MAX. COVERAGE
BY ORDINACE 405vo .............16,000 S.F.
AREA COVERED ........................4,233 S.F.
PARKING ANALYSIS
BUILDING
AREA...............................4,239 S.F.
REQ. 1
SPACE PER 200
SF. ....... 22
CARS
SPACES
PROVIDED ......................24
CARS
REQ. 1
H/C SPACE....................1
SPACE
H/C SPACE PROVIDED................1
SPACE
LANDSCAPE ANALYSIS
TOTAL LAND..................................40,000 SF.
LESS AREA UNDER ROOF ........... <7,257 SF.>
BALANCE AREA..............................32,785 SF.
6% LANDSCAPE REQUIRED...............1,967 SF.
LANDSCAPE PROVIDED ....................5,320 SF.
OR 16X
LANDSCAPE NOTES:
1) SHRUBBS - RED TIP PHOTINA, 5 GAL.
24" ON CENTER
2) TREES LIVE OAK - 1-1/2"
2) NON -SPECIFIED AREA SHALL BE SOD
WITH ST. AUGUSTINE GRASS
LANDSCAPE LEGEND:
o-SHRUBBERY,•
RED TIP PHO77NA
®-TREES: LIVE OAK
Imo -EXTERIOR AREA LIGHTING
CITY APPROVING AUTHORITY CERTIFICATE
This is to certify that the City of La Porte, Texas has
approved this site plan and development of SINGH'S SUNRISE
C-STORE in conformance with the ordinances of the City of
La Porte.
By:
Directo , Pldnpriflg Development
SITE PLAN ACCURACY CERTIFICATE
I, Deward Karl Bowles am registered under the laws
of the State of Texas to practice the profession of or surveying
and hereby certify that the above site plan is true and correct;
and that all bearings, distances, angles, curved radiuses, and
central angles are accurately shown on the site plan.
Dew rd Karl Bowles
�� e�aRFet� Reg tared Professional Land Surveyor
�`. No. 4 6/
DEWARD KASL BOWI s 3I 25/ 70V
Date -�
f p19 p 4868
NOTES:
1. Title report provided by Commerce Land Title, Inc. issued November 17, 1999,
Commitment No. 99-40-9475A.
2. This property is located in Zone X and is not in the 100 year flood plain according to FIRM
Community Panel No.48201CO945J, dated November 6,1996.
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DRAWN BY:
H. FLORES
DAIS:
3/17/00
SCALE:
1 • = 20'-W
SHEET:
SP
00- 8210