HomeMy WebLinkAbout3756-4w
M
m
.00
Avv
wk
LAT 7--5"
L=2700'
SCALE IN FEET
40 80 120
54
1 2J+66.64
END LAT. "F
CA TCI BASIN '*F- 4 "
LOCAL DEPRESSION (CASE B)
SCALE: 1 " = 10'
nn"
W=7', V=4.5'
CA TCH BA SIN "'F- 3
LOCAL DEPRESSION (�ASE 01
SCALE: I " = 10'
6 FE -
BASIS OF BEARINGS.
CONSTRUCTION NOTES. -
CONSTRUCT 24"
R.C.P. STORM DRAIN (D
LOAD
SHOWN ON PLAN).
THE SOU774 LEG OF AN SCE TOWER
ALONG 7HE CL SUMMIT AVE
CONSTRUCT 18"
R.C.P. STORM DRAIN (D
LOAD
SHOWN ON PLAN).
i 45. 00
CONSTRUCT M.H
PER A.P.W.A. STD. PLAN
321-1
(SEE SH T. 5).
OF SIERRA A VE
CONSTRUCT J.S.
PER A.P. W.A. STD. PLAN
331-2
(SEE SHT 6),
CONSTRUCT PIPE
CLOSURE TYPE 'Y' PER
SBCFCD S.P. 176A.
12
CONSTRUCT C.B.
PER A.P.W.A. STD. PLAN
300-2
(SEE SHT. 6)
AND 313-1 (TO
BE CONST ON ST PLANS SEE REF SHT 6)
nn"
W=7', V=4.5'
CA TCH BA SIN "'F- 3
LOCAL DEPRESSION (�ASE 01
SCALE: I " = 10'
6 FE -
BASIS OF BEARINGS.
BRASS CAP IN THE CONCRE7E BASE OF
77YE BRG. N08959'31'E
THE SOU774 LEG OF AN SCE TOWER
ALONG 7HE CL SUMMIT AVE
J8 1. 00
Q.
.34,x' NORTH OF HIGHLAND, 0.2 M/ NEST
ilii'
i 45. 00
OFSAN SEVAINE RD., 2.65 Mt WEST
16427-1, Y.B. 29617-11,
OF SIERRA A VE
ML
J5.92
?ENCH MARK.• j 8-17
BASIS OF BEARINGS.
BRASS CAP IN THE CONCRE7E BASE OF
77YE BRG. N08959'31'E
THE SOU774 LEG OF AN SCE TOWER
ALONG 7HE CL SUMMIT AVE
Q.
.34,x' NORTH OF HIGHLAND, 0.2 M/ NEST
AS SHO V ON 7R. NO.
OFSAN SEVAINE RD., 2.65 Mt WEST
16427-1, Y.B. 29617-11,
OF SIERRA A VE
'LE VA 770N. if 1428.609
J:\126-2004\storm\sd04.dwa. 5/19/2005 12:52:19 PM. MCA