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N. l+A I l.UAJIN kL=W) dL UJUAL UtF-KtJJIVN F'tK Ut I AIL, JFitt I 13.
Az31' CONST. NR' CP, D—LOAD AS NOTED.
-
32 CONST.
48" RCP,
D—LOAD
AS
NOTED.
34 CONST.
42" RCP,
D—LOAD
AS
NOTED.
36 CONST.
36" RCP,
D—LOAD
AS
NOTED.
38 CONST.
24" RCP,
D—LOAD
AS
NOTED.
39 CONST.
18" RCP,
D—LOAD
AS
NOTED.
40 PLUG END OF PIPE SOLID WITH BRICK do MORTAR. _,d40,phv '2X7141 RW---
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ADDED NOTE'S' OV -.v, -0cje AND AOer4&
lAwwLL-irNGLe- "rge ' Of .FANO ®AGs 14W SAW "AOlaf O/RELTFD OF /f�E PLL/G
9/ ENG/NEE, r' REVISIONS
ST. �1"f? _ � __ _ _:--_--- - _
DATE
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4�w*
3170 REDHILL AVENUE • COSTA MESA. CA 92626-3428 • (714) 641-8777
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
PREPARED UNDER THE SUPERVISION OF;
DATE C. H
X.C.E. 2622
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R E C (")IR'l) D 13 /'� I N G Vzk /-�k\
The inforrn-FlIc , nn this drawing is obtained from others and
must he v-1crified in the field by anyone prior to use or
construction. HALL & FORU,14N, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be rea ft seen and verified by the pares that
intend to use same. 1
40' 0' 40' 80' 120'
GRAPHIC SCALE: 1" =40'
CITY OF FONTANA, CALIFORNIA
PUBLIC -WORKS DEPARTMENT
DRAWN BY STORM DRAIN PLANS SCALE:
G. I., R.W. HORIZ.: 1'=40'
DESIGNED BY SIERRA AVENUEVERT.: 1"=4'
J.K.
CHECKED BY STA 51 +00.00 TO STA 62+02.50 DATE: 3/11
/91
JOB N0. � DR. N0. SHT. NQ 74013-014 APPROVED 997 3
IN ENGINEER6 OF —4-& R.C.E.O