HomeMy WebLinkAboutStreet Imp_0002 PROPOSED SED PROPOSED
R/W PO. R/W LLAI-
466, R/W
40' STREET LIGHT PER f 33. SCALE: 1" = 40'
RIV.CO.STD. 1000 FIFE HYDRANT PER 2'MIN.COLD PLANE OVERLAY
6 , 24' 6' RIV.CO.STD. 701 0.10'MIN.THICKNESSSAWCUT AND REMOVE
FIRE HYDRANT PER 4' 6' B' 12' 12' e' 6' 1pSte_ OR AS DIRECTED EX.EDGE PAVING 2'MIN.
RIV.CO.STD.701 SIDE- ANALK LEVEL WALK
' LIIE '$. 114'PER EXIST.PAVM'Tp"� LEVEL AC P 2.0% 0 2.0% CURB �T S-� 2'1 MAX.SLOPE
1/4 !FR ,p LINE PAV �,'b 1/4'FEA 2.1 MAX.SLOPE TO EXISTING NEN PAVEMENT
FLBT S1FE b L'1� 0 1 %%_ n'2.F007 S.pF TO EXISTING (�
2:1 EXISTING
2.]MAX.SLOPE V� Z
TO EXISTWG TO EXISTING V d
COMPACTED SU36PACE PER COMPACTED BASE PER
SOILS ENGINEER'S REPORT COMPACTED SUBGRAOE PERY `OILS ENGINEERS REPORT
UTILITY TPEWH SOILS ENGINEERS REPORT
VCOMPACTED BASE PER PER RIV.CO.STD.818
SOILS ENGINEERS REPORT JOIN DETAIL
NTS
TYPICAL SECTION
TYPICAL SECTION McVICKER CANYON
GENERAL LOCAL STREET PARK RD.
STD. No. 104A
NTS
GATEWAY DRIVE, DESIGN SPEED = 40 MPH
LUPINE II L DR., POINT SHORE DR„ MIN. SECTION 0.30' A.C.10.50' A.B.
STAR RIDGE DR., SPECTRA DR., TI=6.5
& CANYON VALLEY DR.
NTS
RCSD No. 103A
DESIGN SPEED = 25 MPH
MIN. SECTION 0.25' A.C.10.50' A.B.
TI=5.5
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DIAL BEFORE GRAPHIC SCALE 1-40'
YOU DIG
TOLL FREE A PUBUC SERVICE BY 1-11N-M-M33 4() 2D 0 40 60 120 .i
UNDERGROUND SERVICE ALERT 4
NOTE: APPROVED BY: SEAL—ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE` ""` SHEET NO.
WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE `�]�TT CIVIL ENGINEERS
E%a1 W LK.1KJ IN THE COUNTY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT � � 3788 MCCRAY ST. CITY OF LAKE ELSINORE BM B-95-63 -
ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE EW'0p RIVERSIDE CA. 92506 ELEV. = 1381.72'. EST. 12/95, NAVD29
GRADING PERMIT HAS BEEN ISSUED. ISSUED. M a' '`. A S S Cl A T E S (951) 686-1070 TRACT NO. 32337-1 Q
��// � / G CONSULTANTS
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR / Z/7NIL CISINSINE �� �,�� STREET IMPROVEMENT PLANS
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. y T I /0 ROBERT MOEHLING E OF. ' TYPICAL STREET SECTIONS OF 13 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR s CrVIL PARED BY: C58602 SCALE:
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE r,1 R.G.E. NO. FILE I'
FOR APPROVIANLINBY AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS CITY R.C.E. N0. 63056 EXP. DATE: 6/30/06 ��D DATE P �� EXP. GATE: 12-31-06 H: AS SHOWN v: NSA FOR: W.O. F.B. 05-(p
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