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492
WA I ER QUAL 1 I Y 13A I N
Q I A NI
BEGIN RCP
END MONOLITHIC CONNECTION
SEE SHEET D -41)
OG--\
FG-\
FL 493.500
SCALE . 1 . 300
3U0111111 VV /A I LKL 1 IVL /
FL 492.960
INLET PROFILE
HORIZ 1 300
VERT 130
11.7 m LT 73 +00e8
eIMP ROUTE 74
56
G4 INLET
H =0o8
TOP OF GRATE
ELEV 494.454
930662
X
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E 7 E 1.902,687548 N 67 4/459ROCKS -APPLE
PROTECT IN PLACE) 672405958 E 0024934 35
E /,3Q2.674.409 oL AC E5S RD
20 5A00
3. o m A c E 5 s R A D 4WITH75mmCL2A8 N 69/9.666 x-
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E ,90 0 %634
CH IN LINK FENCE
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5 i N 672.9417,a,
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E 1.902708.697
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53 006'27" 3.425 6.357
N 672s,3 84.450
600 mm AP,:,
E ly-9,02y662379
SEE HEFT o-27R2
p „
2- 3.7m(GATES)
TYPE CL 1 8 '.. rcl
492
WA I ER QUAL 1 I Y 13A I N
Q I A NI
BEGIN RCP
END MONOLITHIC CONNECTION
SEE SHEET D -41)
OG--\
FG-\
FL 493.500
SCALE . 1 . 300
3U0111111 VV /A I LKL 1 IVL /
FL 492.960
INLET PROFILE
HORIZ 1 300
VERT 130
11.7 m LT 73 +00e8
eIMP ROUTE 74
56
G4 INLET
H =0o8
TOP OF GRATE
ELEV 494.454
930662
X
R
X
I
TOP OF GRATE
ELEV 494.300
etric
CURVE TABLE
NO R D T L
20 5A00 94'45'26' 5.433 8269
Q 35A00 0'42'52' 3282 6.485
4Q 45.000 0'42'5M 4.220 8.4/5
50 7.000 90'00'00' 7.000 0.966
O 6.850 53 006'27" 3.425 6.357
7 7.000 90'00'00' 7.000 0.966
SHOTCRETE INTERCEPTOR
DITCH
CURB(TYPE B3)-
S. 34 624
7. -a 4—L6 0 593 /b n
FACE OF DIKE
BEGIN CURB
TYPE B3)72 +99
AC DIKE -
TYPE A)
AC DIKE(TYPE A)
o (MODIFIED)
CF rT T nKl R- R
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 Riv 74 27.7/32.5 103 270
C`
a F F v 3 i0/
REGISTERED CIVIL EN E
0`
R.S.CHAVEZ z
APRIL 2992002
PLANS APPROVAL
No. 41904
DATE
Xp, 3/31 /06
RIVERSIDE COUNTY
s> CIVIL
TRANSPORTATION COMMISSION 9
aF CALIF3560UNIVERSITYAVE, SUITE 100
RIVERSIDE,CA 92501
SC ENGINEERING
1 431 8 CALIFORNIA AVE SUITE 1 04
VICTORVILLE,CA 92392
The State of Ca I i f orn i a or its officers
or agents shall not be responsible for
the,accuracyy,or completeness of electronic
cop i es of tY i s p I an sheet .
CURB(TYPE B3)
END CURB
TYPE B3)73 +05
SEE DRAINAGE
SYSTEM N0.39
1 100 mm
SHOTCRETE
c'rr TTnKI n n
152 X 152 MW 1905 X MW 1905
WELDED WIRE FABRIC
CI-InTrRF--T T l\IT Rr pTnR n T TrI-I
2205 m Lt 72 +330818
GIMP ROUTE 74 ROUTE 74
G2 FG INLET - - -- _
H =1 0 3 -- - -- __
SEE SHEET D -42)
IVU l/ALL
21 0 9 m Rt 72+96.743
11IMP ROUTE 74
TOP OF GRATE
ELEV 494.300 a
b C
STA 72 +63.189` OG SYSTEM NO 40
SKEW =580 Lt WINGWALL
r 1 n n-7 n^ n
492- R =6.858 Lt
2104 m Lt 72 +330856 BC
GIMP ROUTE 74
1503 m Lt 72 +370372 EC
492 11 I MP ROUTE 74
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80
SCALE IS IN MILLIMETERS l i I i I i I i l
S = -
og06%
mm X 79 m RCP 492
305mm WATERLINE
FL 493.670 F1 14 011 inn
OUTLET PROFILE 57
DRAINAGE
56 57 --
VERT 1:30
ALL DIMENSIONS ARE IN METERS
UNLESS OTHERWISE SHOWN
USERNAME _> SC ENGINEERING
DGN F I LE _ > 84641 2_ 01 03_ 1 40 o dgn
DETAILS
0
WATER QUALITY BASIN) -°
SCALE as SHOWN D -40 ` °
0
j 0
CU 08224 EA 464121