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PAD 48-2681 PV=?129678
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Z PAD 216
PAD CURVE TABLE
1�67.9 R401US DELTA TANGENT
It 22.50 9YO6'47-1 23.77
933.00 9,171
W,� =75*!78
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STA 69 Jr,_ +44 7 22 1 11, 45.00
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(u -1266., P4166 I CONSTRUCT 18 PER PROFILE)&BEDDING PER RCFC&IVCD STD.NO, 815
CONSTRUCT 2,C RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO A4815
@_�__COASTRUCT MANHOLE NO I PER RCFC&WCD SIT NO NH251
CONSTRUCT CATCH BASIN NO I PER RCFC&WCD STD.NO CB100
N. LINE "B" 24 REMOVE EXISTING CSP RISER&JOIN EXISTING STORM DR41N
Co
w 'AS BUILT' PREPARED BY:
a- REVISIONS: PREPARED UNDER SUPERVISION OF: WILE93N MIKAI-11 CITY OF LAKE ELSINORE
EXP� DATE W CORPORATION TRACT 31920-7 SHEET
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RO,
REVIEWED BY: 3 PETER CANYON 0090 STREET kfnOVEMENT PLANSSCOTT M.MLSON DATE SLATE'10 R 949-679-0091 8
m RICE NO.49884 EXP. 9-30-14 IRVINE.CA 926M - STORM DRAIN LINE 'BMA OF INSPECTOR D BENCHMARK'
C� N.. 9884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RNERSDEBEWCHMARK NO.BM E-3-70.ELEV.1279X9. BRASS DISC IN CONCRETE
cl) — I APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR33�r POST 72 HE
OF'r INTERSECTION OF CORYDON STREET AND MISSION TFAL 27'
0i SCALE: AS NOTED AST OF' FROM STA. 10+00.00 TO STA. 15+11.59 8
MARK DESCRIPnON THE STATE LAWS,AND PERMIT CAN BE ISSUED. E E CENTERUNE OF MISSION TPAL
BASS OF BEARING: SHEETS
DESIGNED BY: KAM DRAWN BY: KAM a CALF CENTERUNE OF CEREAL STREET.BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,
BEING THE CEKFERUNE INTERSECTIONS OF CEREALSTREET AND SIDNEW14 STREET W.O. FOR: F.B. FILE NO.
CHECKED BY. KAM PROJECT MANAGER: SCOTT M.wLSm
KEN A-SEUMALO R.C. ENGINEER DATE: AND CEREAL STREET AND CORYDON STREEr._ __l