HomeMy WebLinkAbout03-112 I
V l /
24" RCP J
1379.2± 0
---------------------------- _
14 ---------------------
3 � 1379.4± -- ----------
_L 3'
------ 0C/ / /------ 8 1379.7± 3
--- --- - EX GROUTED ROCK DITCH
A ------
----- --- --------
14 .380
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1379.9+ 1379.2+ V
_ _ 1
°-' 1 81.7±
1379.2+ 1380.3±
04
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_ V NOTES
_ (I)CONSTRUCT CONCRETE DROP INLET PER STD C6110.
V=7',W=3',OPENING AT 2 SIDES
2O BACKFILL TO TOP OF INLET AND R/W AS DIRECTED
BY ENGINEER.
Q MEET F/L OF EX GROUTED ROCK DITCH.
®REMOVE EX GROUTED ROCK DITCH.CONSTRUCT
4" CONCRETE APRON TO GRADE TO DRAIN.
STA 91+83.42
PLAN VIEW SHEET 5
2' 0 z
Qg0F ESS/p QROFESS/O
m 0 No.30539
Exp. 3-31-05 zo m Exp. 3-31-0 m
w No.27090 m w m
4 �
�T97. O IV IL ��P �T9�. CIVIL ��P
F OF' CAQ\ F OF CAL1F0
REVISIONS RIVERSIDE COUNTY FLOOD CONTROL FOUR CORNERS PROJECT NO.
WATER CONSERVATION DISTRICT 3-0-0120
DESIGNED BY:D.GARCIA
RECOMMENDED FOR APPROVAL BY: APPROVED BY: STORM DRAIN DRAWING NO.
-- DRAWN BY: T.DECKER STAGE 4 3-178
SENIO IVIL EN INEE C GN�&CONSTRUCTION SHEET NO.
DRAWN DUNE Z003 DATE:� R.E.No.27090 ATE: -_>/- R.E.N..30539 DROP INLET DETAILS
REF. DESCRIPTION APPR. DATE 7 13 OF 38