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HomeMy WebLinkAbout576-11 I i i SEE SKEET 10 o I 3' Z 105.70' 1 m 2g cui N Cr) I a X In, f► 0 m aW'= m LL o 5 00 ON m aN m $ J> r $ o 118.52' 3 cri o� i0 m CID o c V m v 223 .91 135.32' .71• ^ om 0 m _N w E'n o m 6 "N'z .670 Z 1n LO o n LL o I m m N W N ^I 122.29' to Yn io Z .Q, Q• o 11lI D] �1 W ^mot 135. . iv CU 107.77•GO om rn V� wN7ja 120. � v � Oq/ w n N135 o I I U m I(A n of Q- 8.1D� O „�j ,� $ a n m rn r��l 2 $o \ \ P P 9 Z a m� N 120.5 N 0 w 35.87' on N N _ n n DO S `.� If 0$ N In m N m Cr1 m ti � N N I N U 9 C'r1 o N N 117.62"co n�h� of o f f NIA F- m Y"I � an d r N N Q ;0 SIR INi X �� 111. S(' 9 n g m 1\ 142.32- o III - I \ 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 H O2 CONSTRUCT TERRACE GRAIN PER DETAIL IXJ SHEET 2 LO CONSTRUCT DOWNDRAIN PER DETAIL ON SHEET 2 w N p of w II ^ Q118.10 N qO 10 k10k2' (FACING)RIP-RAP SPASH PAD (UNGRWTEO) pco ti 148.74' �j tv' NFU- Q N N OO E�T CT-) n Z �I & Lo N I Q Lpy-•j Q Io m N a W r 0100-19 C `I r m J Im J 11 OL N EI u 3 r 1 N m m � N cn D Z ly` N - a...7 �`-'I LT11 40' ACCESS ER6. mLL Q� S m EASEMENT ry ^ 74.00 I r a ~ 110.54' m��— 75.. CERTIFlCATION: .L �. .�^`-� -� In I 95.7 1 =12.74' r B + 9 ^ n 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 c li C'�t—,Ac Z'1,�c.J., a.. ff f A 8 z a o 3 I m e = a