HomeMy WebLinkAboutStreet improvement plans 32337-2 PROPOSED D PROPOSED
R/W 60' R/W R/W 60' R/W
40' STREET LIGHT PER 40' STREET LIGHT PER SCALE., 1" = 40'
2'MIN.COLD PLANE OVERLAY
RIV.CO.STD. f000 RN.CO.STD.1000 0.10'MIN.THICKNESS SAWCUT AND REMOVE
FIRE HYDRANT PER 4' 6' B' 12' f2' B' 6' F7/E HYDRANT PER 4' 6' 8' 12' 12' B' !i' OR AS DIRECTED EX.EDGE PAVING 2'MIN.
RIV.CO.570.701 SIDE_ SIDE_ RIV.CO.STD.701 SIDE- SI'E-
WALK WALK WALK WALK
AC AC EXIST.PAVM'T
UI'FfR p� LOPE
LEVEL
PAVE Pb U4'iER U4.PFA A�' LEVEL PAVEME b U4'PER
FOOT 9.CF1:'b�'LOPE 2.0% 2.0% �4''FOOT SLOPE FOOT SORE b 1�' LI 0% �� 2.0% n 4'.FOOT SLOE I NEW
PAVEMENT
2l MAX. NE
TO EXISTING 2TO EXISTING l MAX.SLOPE PTO EXISTING 1 MAX.SLOPE 2TO EXIl MAX.STING _�
LGMADTEO S(.BGRADE PER -" -�-'
SOBS EAGII•EE'R 5 REPORT COMPACTED BASE PER COMPACTED SUBGRAOE PER
SOILS ENGINEERS REPORT SOILS ENGINEER'S REPORT
UTILITY TRENCH UTILITY TRENCH
VCOWACTED BASE PER PER RIV.CO.STD.818 PER RIV.CO.STD.BIB JOIN DETAIL
SOILS ENGINEERS REPORT
NTS
TYPICAL SECTION TYPICAL SECTION
GENERAL LOCAL STREET GENERAL LOCAL STREET
MODIFIED RCTD No. 105C MODIFIED RCTD No. 105C
EDGEWOOD DR., CRESCENT RIDGE DR. McVICKER CANYON PARK RD.
NORTN CREST DR., WOODBRIDGE ST. NTS
AUBURN DR. DESIGN SPEED = 40 MPH
MIN. SECTION 0.30' A.C./0.50' A.B.
NTS TI=6.5
DESIGN SPEED = 30 MPH
MIN. SECTION 0.25' A.C.10.50 A.B.
TI=5.5
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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE A PUBLIC SERVICE BY 1-NO-227-2600
UNDERGROUND SERVICE ALM
NOTE: APPROVED BY: SEAL—ENGINEER A L B E R T A. "AS BUILT•• CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE T CIVIL ENGINEERS
SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT �µoFESS �I�N RR 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA
ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE Y EBB REVIEWED BY: RCE DATE
M. RIVERSIDE CA. 92506
GRADING PERMIT HAS BEEN ISSUED. ISSUED. d'i A S S O C I A T E S (951) 686-1070 TRACT NO. 32337
$ �
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR a ("�� ' //,� INSPECTOR DATE STREET IMPROVEMENT PLANS
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ���M/i°// NO'�1� �
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR scALE: BENCHMARK: TYPICAL STREET SECTIONS OF B SHEETS
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE KEN SEUMALO, R.C.E. NO. 56915 DATE 4�'r clv%� 1J' PRERAREI) BY: DANIE M. LOGSDON H: AS SHOWN V; qA
FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS CITY ENGINEER fO, SEE SHEET NO. 1 FOR: W.O. F.B. ��F��I��L,�E,,,,�,N0�,.
FOR APPROVAL BY THE CITY. ENGINEER CIiY CITY OF LAKE ELSINORE DATE �� R.C.E. NO. C71582 DATE: K.HDVWIM!HOIES O4_"l _IL_L.7_