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�ONSTRUOTION N9TES: 1
1 ONSTRUCT NOER SIDEWALK DRAIN PER RNERSIDE CO.STD 1J0.-�09�\ `�'\\
`\ O2 CONSTRUCT TERRACE DETAIL ON SHEET 2 \ I THESE PLANS HAVE BEEN LAWSREVIEWED A PERMIT
COMPLIANCE
//I(- -- \\ WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
O3 CONSTRUCT DOWN6RAIN PER DETAIL ON SHEET 2 ` RAPHIC SCALE 7"=30' BE ISSUED"
4O SOMO'X2' (FACING)]RIP-HAP SPASH PAD (UNGROUTED) "' 16
NOTE: ALL SLOPES ARE 2:1 UNLESS NOTED OTHERWISE0 30 60 90 RAYM01•ID 090MELL R.C.E.N0.26603
NOTE: SEAL-ENGINEER A L 8 E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
D�0
�� D� �1T� CIVIL ENGINEERS
�L1L]� WORK CONTAINED WITHIN THESE PLANS �yFESif � CONCRET64 BRASS DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE. CALIFORNIA
SHALL NOT COMMENCE UNTIL AN e TTtt��1ii��L��•�11,, 3788 MCCRAY ST.
ENCROACHMENT PERMIT AND/OR A N�-EA• � J31iJlY OF NAME POST AT NORTHWEST CORNER
O.
?� ASS 0 C I A T E 5 RIVERSIDE CA. 92506 OF HAMNER AVE.AND So_LEISMAN R0.37.ON OF TRACT {U0. 30789
GRADING PERMIT HAS BEEN ISSUED. �"+` ' (909) 686-1070 SChLEISMAN FU.29.0•W OF HAMNER AVE. 11.ON
y ENGIN ING CONSULTANTS OF PP.C72458, LO S OF A MARKER POST. ROUGH (af3AD�NCa PLANS
DIAL TWO w-o-wm THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 03 PAP 1 REALIGN WV AM F;ETAINIIJG REVISE PAD $ D5XC3 - ��� ELEV-627.504
BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EL•EV$L REVISE SHTS B, % 11, 13,9 14 1 - / OF 15 SHEETS
YOU DIG �`- YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR rna
T_eao a-:ems DURING CONSTRUCTION•THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 'ry+1F.Oi 0 `PRfPARED BY: R.C.E. NO. C58602 SCALE: FILE NO.
A POBDC SFVICE BY FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS Z D H: 1 30 V: N/A FOR: W.O. IF. n
UNDERGRWND SERVICE M IIT FOR APPROVAL BY THE COUNTY. ENGINEER CITY DATE EXP. DATE: 12-31-06 K.HOVN134W(FORxAST OZ-0230 -I
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