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HomeMy WebLinkAbout03-108 11+00 12+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES UNLESS OTHERWISE NOTED. 1395 - RAW 30, WOODLAKE RD RAW OR 1395 30' 18, 12' 1390 13901 EX PAVEMENT 8 G2 E. TV 1385 _ _ — _ — 1385 S S8 30" RCP 1380 -- _ 1380 SECTION AT STATION 11+15 1375 1375 10, 0 10, 1370 1370 - (L CB k I 58' U I I I qA C C Q- 30" RCP CURVE DATA NOTES I 1 I I L = 44°5613711 -- ��--- - E R = 45.00' D CONSTRUCT CB NO.1 PER STD C8100 e v • r- • ----- ��- ---------- L = 35.30' W=7',V=4.5',33'-24" RCP CL IV. T = 18.61' SEE PROFILE SHEET 12. BC = STA 10+39.86 --- _ I- -_- _Gz- 69 __$° --- M 2 CONSTRUCT CB NO.1PER STD CB100 WP 21- WP 213 � EC = STA 10+75.16 0 gs (L 24; RCP PI = N 2197713.478 W=21',V=4.51,11'-24" RCP CL IV. > m I ssa WO DLAKE RD E 6217125.374 SEE PROFILE SHEET 12. "� o ' — rWa 1�+0— 7 —G — rya— _—_—__ _- _ 3Q CONSTRUCT CB NO.1 PER STD C8100 + e I c ICI I W=14',V=51,50'-24" RCP CL IV. 4 ° ti 9 yF Y Q _ r y9ti 6�F I rssr "� /1 24" RCP CURVE DATA ®CONSTRUCT MH NO.1 PER STD MH251. IF ,Y h1 • 1 4FIV" CO V Y� I I 1� y9by Y�gF Q5� = 90°00,00" CONSTRUCT MH N0.4 SEE SHEET N0.6. L 30" RdP = 35.344' ©CONSTRUCT CONCRETE COLLAR PER T = 22.50' STD M803. BC = STA 11+47.53 07 CONSTRUCT JUNCTION STRUCTURE NO.2 STA 95+5 " • I O ya a EC = STA 11+82.87 PER STD JS227. STA 10+00 0" N I I qy. PI = N 2197826.955 A=90°,B=24",C=2.8',D=30",E=1.8',F=0.69', r E 6217123.867 + I W¢ o I 56£t G=0.81',L=3.4',ELEV R=1380.08,ELEV S=1379.96 SEE PROFILE SHEET 12. d I l i i I I 3 l sa��s QFyOFESS/p QROFESS/p . Jp N ao%al N F o mC)2c No.27090 m w No.30539 Z m w SEE SHEET 6 Exp. 3-31-05 z Exp. 3-31-04 a PLAN �97. CIVIL P�\P �T9�. CIVIL P�\P OF CAI-Ic P OF CALxFO REVISIONS RIVERSIDE COUNTY FLOOD CONTROL FOUR CORNERS PROJECT NO. g—Z AND WATER CONSERVATION DISTRICT STORM DRAIN 3-0-0120 ZO' O 2O' DESIGNED BY:D.GARCIA RECOMMENDED FOR APPROVAL BY: APPROVED BY' DRAWING NO. AWN BY: T.DECKER STAGE 4 3-178 SE R IVIL E EE C D IGN&CONSTRUCTION DATE DRAWN:DUNE 2003 DATE: D 9 R.E.No.27090 DATE:�� R.E.No-1.539 WOODLAKE ROAD INLET SHEET N0. REF. DESCRIPTION APPR. DA7E 9 OF 38