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R = 600.00'
STA5+56.3 z 36"1 RCP 0 L = 247.81'
S 110+00 N3&tRCI 17- T = 125.69'
< < BC = STA 91+39.02
G1w EC = STA 93+86.83
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Z 10154 10149 STA 95+00 A 9 s 97+00
s s I _ssic CONSTRUCT JUNCTION STRUCTURE NO.2
PER STD JS227.A=90',B=24",C=3.1-1
E=1.8'. G=1.4',
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9y� ELEV R=1374.72,ELEV 5=1373.25
SEE PROFILE SHEET 10.
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No.305390 3
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SEE SHEET 9
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PLAN Or CAQ� OF CAQ�
BENCH MARK REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO.
AND FOUR CORNERS 3-0-0120
B.M.NO.Z-10148 WATER CONSERVATION DISTRICT STORM DRAIN DRAWING NO.
1" IP W/NAIL & REMAINS OF RECOMMENDED FOR APPROVAL BY: APPROVED BY:
DESIGNED ey;D.GARCIA
PLASTIC PLUG,DN 0.14'AT INT a 3-178
20' 0 20' LAKESHORE DR & WOODLAKE RD. DRAWN By; T.DECKER STAGE 4
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DATE DRAWN'JUNE 2003 Mr)CIVIL ENGINEPA-- Cg"D''IGN &CONSTRUCTION STA 92+80 TO STA 97+00 SHEET NO.
EL.1392.769 E.No.27090 DATE: !�41/4,r R.E.No.30539
REF. DESCRIPTION APPR. DATE 6 OF 38