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CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
U,C,I,
SHEET 1 □F 3
APPROVED
CITY ENGINEER DOVER DRIVE, WESTCLIFF, AND DOVER R.C.E. 24967
SHORES STREET REHABILITATION (C-3317) DESIGNED FT DATE 12/10/99
-=DR-A~WN ____ F_T _R ___ 5_7_5_0 ___ L_,
--LIMITS OF A.C. OVERLAY
1±1±1±1:l-LIMITS OF RESURFACING
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
DOVER DRIVE, WESTCLIFF, AND DOVER
APPROVED
SHEET 2 OF 3
OTY ENGINEER
R.C.E. NO. 24967
SHORES STREET REHABILITATION (C-3317) ,___0E_siG=NE_o __ FT_._0A_TE __ 1~2/_10~/9----9
DRAVtt-1 FT R-5750-L
10' 1.5'
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1.5' 10'
1 5' 16.5' I 16.5' 1 5' 10'
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R~ -7:~--~ ~,P:,: AC o,m NATIVE
DOVER DRIVE (LOOKING NORTH)
NOT TO SCALE
TYPICAL STREET SECTIONS
NOT TO SCALE
CONSTRUCTION NOTES 0 COLD PLANE 5' MINIMUM WEDGE 2-INCH BELOW EDGE OF GUTTER. ~ INSTALL REINFORCING PAVEMENT FABRIC ACROSS FULL WIDTH AND \V LENGTH OF CONSTRUCTION LIMITS. ~ CONSTRUCT MINIMUM 2-INCH THICK ASPHALT CONCRETE OVERLAY, \V WITH 3/8-INCH UP AT EDGE OF GUTTER. 0 ADJUST EXISTING UTILITY FRAMES AND COVERS TO FINISHED GRADE.
0 INSTALL TRAFFIC STRIPING AND PAVEMENT MARKINGS PER STRIPING PLANS.
0 REMOVE AND REPLACE MINIMUM TOP 2• OF EXISTING AC PAVEMENT
AS SHOWIII ON SHEET NO. 2 AND AS MARKED IN THE FIELD. 0 REPLACE TRAFFIC DETECTOR LOOPS AT DOVER DRIVE/WESTCUFF DRIVE
AND AT SANTIAGO DRIVE/IRVINE AVENUE. 0 VARIABLE THICKNESS DIG-OUT AND PAVEMENT
RECONSTRUCTION AS MARKED IN THE FIELD. SHEET 3 OF 3
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
DOVER DRIVE, WESTCLIFF, AND DOVER
APPROVED
CITY ENGINEER
R.C.E. NO. 24967
SHORES STREET REHABILITATION (C-3317) f.:,.,DE=SIG=NE_D __ FT---lf-DA_TE __ 12....:.../1__.o/_99-1
DRAWN FT R-5750-L