HomeMy WebLinkAboutBRIANNAS BUBBLE WASH SITE PLAN�1
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BLOCK 1
CREEKMONT SECTION TWO (2)
VOL. 301, PG. 143 H.C.M.R.
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N
FND 1/2 I.R.
TOTAL STORAGE PROVIDED
116 L.F. OF 8" STORM SEWER O 0.3526 S.F. - 40.90 CU. FT.
38 L.F. 10' STORM SEWER O 0.5411 S.F. - 19.47 CU. FT.
3 CATCH BASINS O 10 CU. FT. - 30.0 CU. FT.
TOTAL STORAGE IN STORM SEWERS - 90.37 CU. FT.
TOTAL STORAGE IN PARKING AREAS • $161.12 CU. FT.
TOTAL STORAGE PROVIDED - 5251.49 CU. FT.
DETENTION SUM
I15" tSSAM ! � W 1� LAN ; EAR � ENCL U (I ) X/ i "1 V N 1. AREA SERVED 0.580 ACRES
J 20 B.L. } �,;I I +A 4�1) l\��%Y `\� _ 2. DETENTION STORAGE RATE (CS) 0.20 AC FT/ACRE
t 6" CURBS , • 3. DETENTION STORAGE VOLUME REQUIRED 8082.98 CU. FT.
4 4. DETENTION STORAGE VOLUME PROVIDED 5251.49 CU. FT.
2
671
1`!5 S. MAXIMUM OESIGN WATER SURfACE ELEV 26.15 fT.
<Ic TO 25.5 0 V a40 ' p 6. MAXIMUM OUTFLOW RATE ALLOWED 0.20 C.F.S.
$ CONCRETE 0.260 ACnow7. MAXIMUM OUTFALL RATE PROVIDED 0.20 C.F.S.
`O �� - 25,$ 10� p1 J �� ,�/// I I,. fNR M 8. RESTRICTOR PIPE SIZE 6' DIA. MIN.
3.072 AC.
COMMERCIAL RESERVE
CREEKMONT SECTION TWO (2)
VOL. 301, PG. 143 H.C.M.R.
i
20' B.L.
STRUCTURE
1/2' PREMOWED EXPANSION JOINT
R.O.W. ,
FLOW LINE
25.0
tT T
f 1 1/2" SAW CUT EXISTING PAV-EMENT -
R- CONC. PAVEMENT -�
74
TYPICAL DRIVEWAY DETAIL
N.T.S.
DRIVEWAY SHALL BE
4' REINFORCED CONCRETE
5 SACK, 3000 PSI WITH /4 (1/2") BARS
AT 24' O.C.E.W.
APPROACH SHALL BE
8" REINFORCED CONCRETE 5 SACK, 3000 PSI
- WITH R4 (1/2') BARS AT 24' O.C.E.W
/ TRIED TO THE EX. RE -BARS IN THE STREET
RADIUS 3' MIN.
/ S' MAX.
(100'Rr
•i
METERED OUTFALL COMPUTATIONS
AREA OF DEVELOPMENT. 0.580 ACRES X 0.50 (AGRICULTURAL) CI) - 0.29 CFS
USING ORIFICE EQUATION: 0 - CAM91 h - 32.2 HEAD 9 - 32.2 PSI C - 0.8
D - 1/2 p • p�2p1/2_ 0 • e.S3ay� 0 - 0.1883
2.25 hi/4 2.25 (3. 2 /'t 2•ey88
D - 0.1883 2 3/16" dio. (too email)
USE: 6' DIA. FOR MAINTENANCE PURPOSES
0.580 AC. (0.20 CX) = 0.1160 AC/FT
0.1160 AC. (43560) - 5052.96 CU. FT.
A1•-� I
TER SURFACE 26.15 TO 26,50
G 28.00
VOLUME: cot
n1 3 U + Al X D2 bae�n TO 25.50
PAVING STORAGE DETAIL
SCALE: NONE
1. 4072 X 0.3 - 678.86 CU. FT. + 4072(0.15) - 610.80 + 678.66 • 1280.48 CU. FT.
3
120.5'' -- - - 2. 58043 0.9 - 967.33 CU. FT. + 5804(0.15) - 870.80 + 987.33 1837.93 CU. FT.
2. 8440 X 0.5 - 1073.33 CU. FT. + 8440(0.15) - 966 + 1073.33 - 2039.53 CU, FT.
IEfrjLU„ 3 2FT. PROVIDED
IN CO
IN CONC.. PARKING ACRES
n - Ji i•t c1 •ter+-,.. r
AD 2 IeJation?G.38CI4T8Adj)
i C�V D' 29
II AZ-nvEPNFAD POIUEP,
uqy 40-0 % S�R�1� SITE Sj Oqs
LAUDXAPE. LEGEMP ti oG AfiF �T'�s
5 aai. t?ed T,'p et)otenict k7A7. s•
Q @"Gen+er5 Lain�39
CPf1o¢Ima Caalbra) ej*��a
LIVE 0,414, (3"CALIPER MIN.)
(a
E3.41
� µ CONTINUOUS, to- LAPS LATIN NAMe:quercuy Virgrnl'ana
• 1/4'/FT..
•• •_• J .� LAN179GAPE �A)a1y516 FORM
A. *11?EE7 TRS 300.52; 30= 10 (Rftk`?. N
d
CONCRETE CURB g PaQkIN6 Lof TREES G49G5 f0 l.4 TtzEPS
SCALE: NONE C. 10TAL 11Z69 REQU(RHF_Nf
1?. A f 0 = 12 I OrAL N0. 4F EEr ?R2Y/A� �1Pxr�
OE4u 1"1:2
17. 5H2L165 : -for- wjq!OxAPE 6ufvw ?x.
T&kI Ao 5ifr«+Trees iZrqd (A) 10 X 5 ` 50 SNPUBS . /q, A
N00r,
IIS ENO CONNECTED
)INLET OR J-BOX 10'RCP GROUT AROUND GRADE 60 REINFOR(
�RES. PIPE 4500 PSI CONCRETE
-' ""--"- - H2O LOADING
/110"RCP
RARO NO ES, PIPE :!
ORAIN LINE
� CATCH BASIN 1 249 x `24• x 281 1
6 DIAT RESTRICTOR PIPE DIA SCALE: NONE
SIDE VIEW END VIEW
DISCHARGE DRAIN LINE WITH RESTRICTOR PIPE
SCALE: NONE
ra
�CER U�DENOMERIENO
1 S, INC
CONSULTING ENOINEERS _
NOIRIO
1yy{{
x
1
r lot.,
ROCK SPRINGS
SECTIONMONE (1) _
SU AR CREEKbe
STON R
SITE
UNDERWOOD ROAD
V I o I n I t y M III R
N.T.S.
i--
LEGEND
--�
EXISTING
PROPOSED
- '
0�
CONTOUR
-®
SPOT ELEV.
x
STORM SEWER
x
SANITARY SEWER
WATER LINE
o
CLEAN OUT
oaa
CURB
ULET
�-
O
VALVEHYDRANT
♦X
FIRE
ir►•
POWER POLE
OLr•
LIGHT POLE
oLP•
CATCHBASIN
A
LINE
FA
to.
TOP OF GRATE
T.O.
INV.
INVERT
INV.
FINISH FLOOR
F.F.
r.a
TOP OF CURB
T.C.
LEGEND:
U.E. - Utility Easement
A.E. - Unobstructed Aerial Easement
B.L. - Building Line
(All as per recorded plot of subdivision)
DRAINAGE AREA IN ACRES
tOTAL ACCUMULATED C.F.S.
STORM DRAINAGE NOTES:
2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR
GUTTER GRADES UNLESS SHOWN ORE NOTED OTHERWISE.
3. THIS STORM DRAINAGE SYSTEM IS DESIGNED FOR A THREE YEAR RAINFALL
FREQUENCY USING 2.500 CFS PER ACRE.
OR ADEFINI UNDERGROUND
RBUTUWEREnOBTAIINEDFROMRTHE0BESTAINFORMATION AVAILABLE.
I, CHARLES E.
PRACTICE THE
SITE PLAN IS
CURVE RADII
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS, HAS APPROVED THIS SITE
PLAN AND DEVE 0PMENT OF THE UNDERWOOD ROAD CAR WASH
IN"NFORMANZjFH THE ORDINANCES OF THE CITY OF LA PORTE.
•!-QZ
THIS PROPERTY LIES IN FLOOD ZONE 'X' AS SHOWN ON THE FLOOD INSURANCE RATE
MAP - COMMUNITY PANEL NO. 48201CO940J MAP REVISED: 11-06-98
ELEVATIONS ARE BASED ON MEAN SEA LEVEL N.O.A.A. 1992-1978 RELEVELING
NOTE: ALL UTILITIES SHOWN ARE AS PER CITY OF LA PORTE UTILITY MAPPING
PROGRAM.
REFERENCE BENCH MARK: LA PORTE CITY SURVEY MARKER LPSM /45
ON S.W. COR. OF SPENCER & UNDERWOOD
ELEVATION: 24.38 (1978 ADJ.) NGVD-29
SITE TOM - CHISELEED ' " IN CURB INLET 35' N. OF N.W. COR. OF SITE ON UNDERWOOD
ELEVATION: 25.12 (1978 ADJ.) NGVD'29
TYPE OF DEVELOPMENT: CARWASH
OWNERS: NEIL M014 MED-
BUILDERS: REESE TILLERY
ZONED: COMMERCIAL
JOB ADDRESS. 2331 UNDERWOOD RD. t
NAME of fF44E1,7rt 01ZIAt4KA5 OuftL.E WA514
LEGAL DESCRIPTIONi
BEING 28104.8 80. FT, OR 0.8SO ACRES OF LAND OUT
OF A 3.072 AC. COMMERCIAL RESERVE IN CREEKMONT
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