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GREASE INTERCEPTOR
SEE DETAIL SHT. C6
6" BLDG I N V27.00 CO.
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11 8LF 6 PVC SS-1_
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S88-17'25-C
1" IRRIG ON METER
WITH BAC
PREVENne� TOEVICE
F�
............. .......... ............. ...............
................... ............. ..................
6" SSCO
SSMH 2
EX. C ODIC
ION,
....................................... ........... ...........................
WILI
RIM = 32.40
SEC-f ION 18, T. 23 N., R. 51E W.M.
TACO TIME SAFeWAY
-7
INV,(6-)
3R,
CONTRACTOR SHALL RESTORE ALL PAVEMENT.
P ,
U
CURBING AND LANDSCAPING TO THE ORIGINAL
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1
CONDITION ON THE SAFEWAY SITE THAT IS
DISTURBED DUE TO CONNECTIONS OF SANITARY
SEWER AND STORM DRAINAGE TO THE EXISTING
SYSTEMS LOCATIONS).
............... ....................... ........... ...........................
(TYPICAL-3
.......... .......... ............... ........... ................ ............................ ....................................... ................
...................... ...............
.......................................
........................ 35
SSMH#1 (TYPE 1-48")
INSTALL OVER EX. 15' SS MAIN
RIM = 28.0 (MATCH EX.)
INV.(8-)=21.58
INV EX.(15")=21.0 (FIELD VERIFY)
EXISTING GRADE
f
30
.............................. ............
..............
................. .............. ........... ..............
SCALE: 1"=20'
20 0 10 20 40
=6IIIIIIIIIIII'
GRAPHIC SCALE
S
2931
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............. .......... ............. ...............
................... ............. ..................
6" SSCO
SSMH 2
. .............................. ................... ...... ...... ........... ...................... .......... ............... .......................................
................. .................... ........... .......................................
....................................... ........... ...........................
RIM = 32.40
RIM = 29.9
TACO TIME SAFeWAY
INV-(6-) = 28.50
INV,(6-)
INV.(8-)
.................. ..............
............... ....................... ........... ...........................
........................................
.......... .......... ............... ........... ................ ............................ ....................................... ................
...................... ...............
.......................................
........................ 35
PROP OSED GRADE
EXISTING GRADE
30
.............................. ............
..............
................. .............. ........... ..............
30
25
.......... ...... ...........
........................ ............................... ................................................
209 !8"
..........
GREASE: INTERCEPTOR . ...... ..............
B&OND PROFILE
..............
LF Pvc SS
EX, 15" SS MAIN
S = 0. ploo
... ... ....
............... ......................... ............................ ..........
........................ ............ ................
................................. ......................... ............. ........
....................... ..................... ................. ...................
........
......... ............ .............
.......................... .............. ................. ........... .................
20
5;
SSMH#1 (TYPE 1
INSTALL OVER EX 15" SS MAIN
RIM 28.0 (MATCH EX.)
cn C4
INV. (8") = 21.58
NV..
I :(EX. 15-) =.21.0 (FIELD VERIFY)
............
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EXPIRES: MAY 6, 2001
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99030
DRAWN BY
11-29-00
ISSUE DTE
SCALE: 1"=20' HORIZ. 07-03—A01
SCA,LE: 1"=5' VERT. SHEET - REVISION
CHECKED FOR COMPLIANCE RECOMMENDED 9930:3801I.Dwa
TO CITY STANDARDS FOR APPROVAL
—Date 6-16 -0 1 BY:
Date-
Date - BY:
BY:
CIVIL ENOINEERINO AND
PACIFic EIJOINEERINO DESIC�N IN, C.
I PLANNING CONSULTANTS
SCANNED FES 15 2002 /0 2o'
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