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PARCEL 5 P.M. NO. 11668
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CONST.
MANHOLE NO. 2 PER SHT. NO. 8
@_CONST.
JUNCTION STRUCTURE NO. 2 (A=46'53'24",
B=18" R.C.P.,
C=3.00',
D=' 42 RC.P. PER SHT. NO. 9).
8Q---
CONST.
42" R.C.P. (I 500-D) W/BEDDING PER
DETAIL e
@-CONST.
CATCH BASIN (W=10') MODIFIED W/8"
THK. WALLS
PER CITY OF FONTANA STD. DETAIL 121 $
PER DETAIL 3
I6
CONST.
CATCH BASIN (W=7') MODIFIED W/8"
THK, WALLS PER
CITY OF FONTANA STD. DETAIL 121 8 PER
DETAIL
D ETA I L
N•T. S.
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w RCE x#31737 m
°` EXP. 12-3192 `
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OF(; LIFO
ELEVATIONS SHOWN HEREON ARE BASED
ON SAN BERNARDINO COUNTY SURVEYOR
DATUM, BENCH MARK 1-18:
P.K. NAIL SET IN CONCRETE BASE OF
SOUTHERN CALIFORNIA EDISON TOWER NO.
2/1 NO.2 VISTA ETIWANDA, 100 FT. WEST
OF ETIWANDA AVE., AND 300 FT. SOUTH
OF AIRPORT DRIVE.
ELEVATION = 969,848
REVISIONS:
NO. DESCRIPTION ENG'R. DATE APPROVALDATE
AS BUILT 1W. L.H.8-2t-90
W
PUBLIC
STORM
DRAIN
"AS BUILT"
8-13-90
i
DR 88-92 do YAR 08-8—
JOHNSON—FRANK do ASSOCIATES INC. CITY OF FONTANA
5150 E. HUNTER AVENUE
ANAHEIM, CALIF. 92807 PUBLIC WORKS DEPARTMENT
(714) 777-8877 DESIGN BY STORM DRAIN PLANS SCALE
C. 4C. AS SNOWAI
DRAWN BY PARCEL MAP 11668 DATE
PREPARED UNDER THE SUPERVISION OF p. B 4 Mf INLAND DISTRIBUTION CENTER 4-4-89
^'r 8 CHECKED BY APPROVED BY DWG. NO. SHT. NO.
WILLIAMDATE30F9
INTERIM CITY ENGINEER R.C.E. 25126
3S/-97
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