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�� �s� ��' CONSTRUCTION NOTES
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20 U CONSTRUCT CATCH BASIN PER CO.STD.300 WITH GUTTER DEPiE.PER CO.STO.311 u�_
IQ 21 CONSTRUCT 30'RCP (6-1500)
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o ® CONSTRUCT 24'RCP CLASS IV 11 R T I N
O CONSTRUCT MANHOLE N0.1 PER FPFC.STD.MPi 251 A5 13u I L 10
¢I 24 CONSTRUCT CONCRETE COLLAR PER RCFC STD.MB03
m O CONSTRUCT BASIN OUTLET STRUCTURE PER DETAIL ON SHEET 15
m STORM DRAIN LINE A 2B REMOVE AM RECONSTRUCT PORTION EXIST.30•RCP STORM ®RAV LIME B CERTIFICATION:
N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
o GRAPHIC SCALE 1"=40'
AND/OR CITY AND STATE LAWS.AM A PERMIT CAN
BE ISSUED.
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F.!YWMU ODONNELL R.C.E.NO.26603
SEAL-ENGINEER A L B E R T A.
CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
10
-
WORKD�OARTFERDa
� WORK CONTAINED WITHIN THESE PLANS �4�/][ .SHALL NOT COMMENCE UNTIL AN e�Essty Y Y EBB CONCRETE BRASS DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE. CALIFORNIA
3788 McCFRAY ST.
ENCROACHMENT PERMIT AND/IS A r+iEw„ C CONCRETE POST AT NORTHWEST CORNER �E
.�` a ASS 0 C I A T E S RIVERSIDE CA. 92506 OF HpIt4ER AVE.ppD SpLEISMAN RD.37.ON OF �■p]
GRADING PERMIT HAS BEEN ISSUED. a �+ (909) 686-1070 SCHLEISMAN RD.29.0'W OF HAMPER AVE. 11.ON TRACT NO. 30789
exc co sma OF PP.A72458, 1.05 OF A MARKER POST.
aAL TWO WORKING THE PRNATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR °� Ln �, �y •c STORM DRAIN LIFE A & LINE B
BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. E]P,]E-yyb ✓•% �/ / � �-•`e' ELEV=(i27.504
+ U IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR ava OF 15 SHEETS
I-eoo umZ IG DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE ��2 BP DN EPARE BY' �- R.C.E. NO. C58602 SCALE: FILE N0.
A PUBUC SEVME BY FOR DETERMINING AN ACCEPTABLE SOLUTION AND TENSING THE PLANS REVISIONS ��/!7�r/( H; 1" 40' V: 1--4' FOR: W.O. F.B. `
UNDERGROUND SE114CE AIERf FOR APPROVAL BY THE COUNTY. ENGINEER L- 'h .7
CITY DATE EXP. DATE: 12-31-06 K.HOYNAt(IAN FORECAST 02-0230
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