HomeMy WebLinkAboutSINGH'S SUNRISE LEASE EXPANSION SITE PLANSTORM
LATERAL SCHEDULE
_ LOC
LENGTH
PIPE
GRADE
AO -Al
50
LF
8"
SDR
527.
Al-A2
54
LF
8"
SDR
.52%
A2-A3
64
LF
8"
SDR
.52%
A3-A4
35
LF
12"
SDR
.307.
B1-82
71
LF
8
SDR
.52%
B2-B3
1 52
LF
1 8"
SDR
.52%
B3-84
1 31
LF
1 12"
SDR
30%
ED
w
z
Z N
STORM INLET SCHEDULE
LOC_
FL
TG
AREA
AO
1747
18.75
10,742
Al
17.21
19.00
1,450.
A2
16.93
19.75
8,432
A3
16.60
19.75
3,370
A4
16.50
19.75
Sub to tol:
23,994
DRAINAGE
SCHEDULE
LOC
FL
TO
AREA
B7
1724
19.00
4,300
62
16.67
19.75
6,930
83
16.60
19.75
2,773
B4
16.50
19.75
Subtotal:
14 003
1- AREA SERVICED
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 CFS
7- MAXIMUN OUTFLOW RATE PROVIDED
0.82 CFS
8- RESTRICTOR SIZE
4" Dia. PVC
SINGH
OVERHEAD ELEC REC.
SERVICE
O
C PROPOSED POLE WITH m
TRANSFORMERS BY HL&P
UNDERGROUND ELEC. o
To BUILDING. S 82'05'36" E 199.99' (Called 200.00')
- //- - - - - - - - - - - - - -
a
1O'U.E. I ( °�� X v
DETENTION FACILITY SHOWN iS A PRIVATE FACILITY AND SHALL nog ��y ems' 20' B.L.
BE PROPERLY OPERATED & MAINTAINED BY PROPERTY OWNER Z j
�h A� DETENTION POND I 23
50LF 8"SDR 3,800 SO. FT.
• @ .52%
AREA TOTAL 40,175 Sq. Ft. = 0.92 Acres �_ ' - - - - - - - - - - - - - - - - -� 22
v;
EXISTING PERVIOUS 0.92 Acres I ELEC.
PROPOSED IMPERVIOUS 0.66 Acres I
1
IL 0.26 Acres m
2 _
RESTRICTOR
D= Q'/' (10943) (10947) t
2.25 H'14 o J
ASE LEASE I
D= 0.41'n = 0.64 = 2"!1 n000 2,000 SQ.FT. I
Overall Total. 37,997 v, fl FT. t
2.25 x (3.9) 2.25 x (1.40) - t
Total New PERVIOUS: 8,980 A0' 40'
RESTRICTOR. USE 6"0 PVC 0 0.44%
Total New IMPERVIOUS: 29,017 1-1)
_
-• 1
ELEC.
1" WATER LiNE
(10951 FAIRMONT)
EXISTING C-STORE
3,000 SOFT.
F.F. 21.25
60'
{ I I
v � � CODETENTION VOLUME REQUIRED: v 3 5 6 7 8 9 10 11 2
0.45 x 0.66 x 43,560 = 12,937 Cu. Ft. "` f
54LF� F 8 SDR A f n
''GREASE 1
TRAP
-6" SANITARY
o
29 017 0 25 - 7 254 C Ft F-07r
21
20
19
%18
1s\
15
71LF - 8"SDR
® .52%
1 WATER
LINE
x=
B2
132'
HP 52LF 8"SDR
13 �mlt4
8' 9'
TYP.
x - u. PUBLIC TELEPHONES ® 52%
WITH 1 H/C ' I 11 P I t EXISTING GASOLINE CANOPY
U II e I ---------- -- -�
VOL. PROVIDED: 13,329 Cu. Ft.
E)(( ®I 2425 26t27 28 29 30t31 32t33 I o�
.A(UC 7r TLJAAI• !a O27 /`.. I
VICINITY MAP
Spencer Hwy
SITE
LOCATION o
c
o W Fairmont Pkw
146
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V1
N.
m (0 h
15' x�2P35' 7V-1 1 /2" xV 35' 40' x'e�
64LF 30" RCP EXISTING M.H. RIM=18.73 64LF 30' RCP
�.
Z crrY, couNrY AND STATE SPECS ARC= 203.15' RADIUS= 5854.58' 2n, �r71�b7�i1174� f�r�►tJtJ U
z' i J. CAR PAVING TO BE 5" THICK WITH CENTRAL ANGLE= 01 °59'17"
CHORD BEARING=
N ¢ #3's 0 16" O.C.E.W. WJTH SEALED TREATED N82005'33"W 203.14'
It EXPANSION JOINTS TO BE 60' 0. C. E. W.
MAX. AND SAW CONTROL JOINTS TO BE
o {
20'' O.C.E. W. MAX.
a 4. TANK FIELD COVER (MIN. 1,200 SO. FT.) SITE DEVELOPMENT PLAN
TO BE 8" THICK .WITH #4 s ®12' O.C.E. W.
--► DENOTES SURFACE OUTFLOW DIREC77ON SCALE: 1 " = 20'-O"
Norfs: CALLED 0.920 ACRES
1. 'SIDEWALK, DRIVEWAY, CURB & GUTTER AND GRADE SHALL BE CONSTRUCTED (40,000 5+�1° F,'°)
1N ACCORDANCE OF THE CITY OF LA PORTE, TEXAS SPECIFICATIONS. �.•tt
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's O 18" EACH WAY OR 6" x 6" -
W 2.9 x W 2.9 WELDED WIRE FABRIC.
(Called 203.13')
J. DRIVEWAYS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, Ab °•� �,•�
5 SACK CEMENT PER CUBIC YARD, 6" THICK, FROM CURB TO PROPERTY �, ti° WATER LEVEL 20.50
r LiNE AND BE REINFORCED WITH A MINIMUM OF #3's @ 12" EACH WAY �� °•ry ^°� G ti Iv
- - - - - - -
(16" MINIMUM LENGTH OF LAP) OR #4's ® 24" EACH WAY (22" MINIMUM -wa t�V�2Qs0 mac,_ SLOPE= 11 t�' SLOPE= 3:1
- - - -
LENGTH OF LAP). oo A
�.9
4. ONE -INCH BOARD EXPANSION NON -EXTRUDING PREFORMED JOINT,• Q� ao
AT INTERVALS OF 36 FT (MAXIMUM) THROUGHOUT ENTIRE LENGTH OF
INLET INLET
SIDEWALKS, WHERE NEW WALK MEETS OLD WALK AND/OR NEW DRIVEWAY.'
5. ONE -INCH BOARD EXPANSION NON -EXTRUDING PREFORMED JOINT,
BETWEEN SIDEWALK AND CURB, AROUND FiRE HYDRANTS AND UTILITY POLES
SECTION AT CONCRETE PAVING SECTION AT DETENTION POND
Fi r`llRF2C C4dll Pr r`r)A1CTPI1r`Trrl !A/ il`rYion AAlr`r MATH r'ITV corr`Ir1r`ATIMIC NOT TO SCALE NOT TO SCALE
MORTAR FILLED DOWELS
B TS
'S SUNRISE LEASE EXPANSION.
10947 & 10943 W. FAIRMONT PARKWAY
S 03°48'51 " W
51.64'
(Called 51.56)
0
0
ry0'
c �
LA PORTE, TEXAS
SOUTH ti 150.00'
J
O
;-6" GAS LINE-3
-12" WATER LINE-2
- - - - - -1
2 SAN. SEWER--d
EXIST. 24" RCP
FL = 15.55
PROPOSED FiRE HYDRANT --I
AT NORTHEAST CORNER OF
DRIFTWOOD & FAIRMONT PKWY.
INSTALLED BY THE CITY.
NOTE:
WALLS TO BE CONSTRUCTED
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 #043-148-600-0277
LAND USE ANALYSIS
PROPERTY ZONE GC
TOTAL AREA.................................40,000 S.F.
MAX. COVERAGE
BY ORDINACE 40%.............16,000 S.F.
AREA COVERED ........................6,000 S.F.
PARKING ANALYSIS
BUILDING AREA .............................. 6,000 S.F.
REQ. I SPACE PER 200 SF. ....... 30 CARS
SPACES PROViDED......................33 CARS
REQ. 1 H/C SPACE....................1 SPACE
H/C SPACE PROVIDED ................ 1 SPACE
LANDSCAPE ANALYSIS
TOTAL LAND..................................40,000 Sr.
LESS AREA UNDER ROOF ........... <6,000 SF.>
BALANCE AREA..............................34,000 SF.
69 LANDSCAPE REQUIRED .............. 2,040 SF.
LANDSCAPE PROViDED................... 11,132 SF.
OR 32%
LANDSCAPE NOTES:
1) SHRUBBS - RED TiP PHOTINA
2) TREES LIVE OAK OR CRAPE MYRTLE
3) NON -SPECIFIED AREA SHALL BE GRASS
(SEED OR SOD)
LANDSCAPE LEGEND:
O-SHRUBBERY:
RED TiP PHOTINA
04:M-EXTERIOR AREA LIGHTING
-TREES: LIVE OAK
-TREES: EXISTING
'r -TREES: CREPE MYRTLE
CITYAPPROVING AUTHORITY CERTIFICATE
This is to certify that the City of La Porte, Texas has
approved this site plan and development of SING 'S SUNRISE
C-STORE in conformance with the ordinances of the City of
La Porte.
By: I-v •-a
actor Plannin evelopr it
AT BACK SiDE s OL OF B" BRICK MASONRY SITE PLAN ACCURACY CERTIFICATE
#3®15"
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phone
713.524.2880
fax
713. 624. 9803
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1. 8W. 524.2W
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DATE REV.
3 21 00 1
1, Deward "Karl Bowles am registered under the laws g 2t 01 2
of the State of Texas to practice the profession of or surveying g 28 01 3
and hereby certify that the above site plan is true and correct;
and that all bearings, distances, angles, curved radluses, and
central angles are accurately shown on the site plan.
OF tip DRAWN BY:
aG�f�,o¢� Dew rd Karl Bowies H. FLORES
• Regrstered Professional Land Surveyor DATE
DEWARD KARLSOWLES No. 4966 3 / 17 / 00
5' LONG 6"0 PVC
RESTRICTOR IN CONCRETE 4966 QLe� lQ /E Z®®� SCALE:
1•=20'-0"
INLET SECTION ° s u%� sHEEr:
NOT TO SCALE S P
F"X" Flood Zone as per Map # 48201 C0945 J, Rev. date: 9 9-6-96
AMF,yD�1T�RotrED BY %HE-1��ToR a l - B��ZS