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MANUFACTURER/'-, [:1
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STORMTANK PACK LL-
1 2500 GAL STORAGE 370SF "
SOLID LID FOR MAINTENANCE ACCESS
RIM — 275.5
---,--TOP=274,5'
OVERFLOW=
273.7/
EXISTING TYPE 1 CATCH BASIN
RIM = 275.0
IE = 272.16
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PIPE SUPPORTS BAND TO 23LF 0" PVC @ 27.
SIDEWALL IN 2 PLACES IE — 272,62'
r-LH3 I lU SHEET 260
1. z
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BOTTOM= 269,25'
2: 0,5" DIA ORIFICE
4*1
IE — 270,0' 255�
250
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TYPE 1 CB
STORMTANK SPECIFICATIONS BOTTOM= 269.0 IE RIM 272.6275.5 2 \BUILE ING
VOLUME:2500 GALLON TO TOP ACK LINE
IE = 272,62 245
370SF
6t,250<'ro
NOTE:
PUBLIC WORKS INSPECTION /�
REQUIRED FOR TANK INSTALLATION 255 <
SCALE.- 1 10'
0 20 40
260
TOP OF SLOPESTHAN 20% FOR
STORMWATER FACILITY SETBACKS 2
370 Sf X 1/ Stormtank 2651.1
IE = 272,62
270 04
R=115" pRoposb SINGU\F-
63,07/ 270 �ESIDENC�\F-
\J� AMID-E FIF=276 '0/\
UTILITY CONNECTION GARAGE � r�� 75
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2695 \ F�\ '
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STORM SEWER
DETENTION VAULT
PARCEL 7202500070
LEGAL DESCRIPTION:
REDONDO BAY TRANQUILITY
TGW UND INT PRIVATE ROAD A
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%171 \\\ / I I NOTES:
EXISTING CONC cf� \ \ \ / / AREAS OF DISTURBED SOILS SHALL BE AMENDED PER THE SOIL
CURB AND GUTTER .41 w �\ \ \ \ \ � '\ I - 3.1' AMENDMENTS NOTE, DETAIL 5 ON SHEET C-3 (BY GEORESOURCESLLC)
N\E W TYPE CB
`4DOWNTU ED
EXISTING CURB RI=275EAQW IF A DETENTION STRUCTURE IS SELECTED THAT IS NOT CONCRETE
\K/
GROUND ANCHORING SHOULD BE PROVIDED,
IE=2\72.62 \ \\ ,
TYPE 1 CB CONTORL STRUCTURE 75/ ALL DOWNSPOUTS SHALL BE CONNECTED TO DETENTION TANK,
RIM — 275,5 4 4 1 25. 0 COORDINATE WITH ARCHITECTURAL PLANS,
4
IE=272,2
PAVED DRIVEWAY
409 SF
NEW CURB CUT 18/ ------- CONTOURS FROM
"771 KC IMAP
---L— N.88"55'31 \ ` /
UNDERGROUND POWER
91-32 44.01 DATUM ASSUMED
EX TYPE 1 21.4'
CATCH BASIN EXISTING CONCRETE RESUBMIT-TED
RIM=275' RETAINING WALL BUILDING SETBACK
IE=272,16 12" CMP NW ROOF DRAIN 6" PVE INSTALL 4' 'PVC WALL LINE JAN 15 ZUIJ
27. DRAIN CONNECT TO CB LEANOUT
CITY OF FEDERkL wAy
CONNECT TO VAULT @ 2% (TYPICAL) DOWNSPOUTS COMMUNITY DEVELOPMENT
C-2
REVISE
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