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CHATEU DRIVE CONSTRUCTION NOTES
INSTALL 18' RCP (D-LOAD PER PROFILE)SCALE' 1 40' INSTALL 30" RCP (D-LOAD PER PROFILE)
CONSTRUCT JUNCTION STRUCTURE PER CITY STD, 331,
34 QDTRENCH REPAIR PER CITY STD. PLAN 120.
MANHOLE NO. 1 PER CITY STD. PLAN 318
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EXISTING 84" R.C.P.
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(PRI VA TE) CITY Of RANCHO CUCAMONGA
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OFFSITE STORM DRAIN PLAN
EAST A VENUE
LINE TABLE CURVE TABLE
LINE BEARING LENGTH CURVE DELA RADIUS LENGTH TANGENT APPROVED BY: DATE: ell
Underground Service Alert L1 N4459'13"E 35.63 C1 294820" 45.00' 23.38' 11.96 CITY ENGINEER RCE: 2 953
L2 N8959'13"E 14.98 C2 15'13'40" 45.00 11.96 6.02
L3 N29'45'33"E 3.69 3 29'46'20" 2250 11.69 5.9DESIGN MADOLE & ASSOCIATES, INC. RECOMMENDEDCALL L4 N00'00'47"W 6 C4 45'00'00' 2250 1767 9.32 CB CONSULTING CIVIL ENGINEERS MA. 1t•14,4)
. 28TOLL FREE L5 N44'59'13"E 5AND LAND PLANNERS
DRAWN 10601 CHURCH STREET. SUITE 107
RANCHO 99 91730 SHEET DJ 0943C1 0F227-2600 CHECKED RCE No 62183 DRAWING NO.W
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TWO WORKING DAYS BEFORE YOU DIG DATE to FILE No
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PROJECT SHEET NO. ----OF————
JA682-1450\storm\sd0ffsite.dwa.10/23/2003 09:22:23 AM.SC