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o N 3 m F ti Q U- o rn / n CONSTRUCTION NOTES:
O1 CONST{I1CT UNDER SIDEWALK DRAIN PER RIVERSIDE CO.STD.NO.309
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O2 CONSTRUCT TERRACE GRAIN PER DETAIL IXJ SHEET 2
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CONSTRUCT DOWNDRAIN PER DETAIL ON SHEET 2
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40' ACCESS ER6. mLL Q� S
m EASEMENT ry ^ 74.00 I r a
~ 110.54' m��— 75.. CERTIFlCATION:
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I 95.7 1 =12.74' r
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N � r �� \ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
0 17+91.03 WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS.ARID A PERMIT CAN
o BE ISSUED.
GRAPHIC SCALE 1"-30' �
N SEE SHEET 13 EC SEE SHEET 12
;3 NOTE ALL SLOPES ARE 2:1 UNLESS NOTED OTHERWISE
0 30 60 90 RAYMON)OUIX•MELL R.C.E.NO.26603
NOTE: SEAL—ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. I \\\
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN aprcttt 3788 MCCRAY ST. r�22-4-s4 BRASS DISK SET as TOP OF IN THE COUNTY OF RIVERSIDE• CALIFORNIA
ENCROACHMENT PERMIT AND/OR A
•Y WEE� CIVIL ENGINEERS RIVERSIDE CA. 92506 CONCRETE POST AT NORTHWEST CORtER
y �"�'EN< OF HMWER AVE.AND SCHLEISMAN RID.37AN OF
GRADING PERMIT HAS BEEN ISSUED. " °� �" e S c cl A TTE S (909) 686-1070 SCFLEISMAN FID.29.0'W OF HAMER AVE. SS.ON TRACT NO. 30789
OF P P.#72458, I.O'S OF A MARKER POST. ROUGH GRADING PLANS
DLLL TWO BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR rn o Z ate` ELEV=627.504
BFFOAE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITYARISING
AFTER
OF THE DESIGN HEREON. W.�� � ��� OF 15 SHEETS
YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR 'IY PREPARE 8Y: C58602 SCALE:
Tilly rxEE -eaa-u7-Z600 DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE �>e.o�D d���/ R.C.E. NO. E N0.
♦RURUC NVICE ex FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS 6:.+ (j H: 1" 30' y. N/A FOR: W.O. F.B.
UNDERGROUND SERVICE AM:NT FOR APPROVAL TIY THE Courvtt. ENGINEER CITY DATE - EXP. DATE: 12-31-06 K.HNNANIAN FQECAST 02-0230
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