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%" EXPANSION JOINT
SCORE LINE IF
nnl IDCn AAnklnl ITUln
10' CROSSWALK
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SECTION A -A'
SECTION B-B'
E
CONCRETE CROSSWALK DETAIL
NTS
CONSTRUCTION JOINT
#5 BAR -18" LONG
12" SPACING
2.0'
ACCENT CONC. PAVER
SECTION, SEE SHEET 30
1.5% TY.
7
k"
SEE CURB TRANSITION
DETAIL, SHEET 6
FLOW LINE Z°
1.5'
BRONSON WAY S. APPROX. STA 15+90 TO STA 16+23. LEFT
2.0'
ArrFNT r(1Nr PD\/FP
BRONSON WAY S, APPROX. STA 16+23 TO STA 16+50, LEFT
SECTION C-C' WITH PAVERS
NTS
9
7
10
1.5
4 0
L TYP. FLOW LINE
S�PE vARiEs
41
TYPICAL SECTION GENERAL NOTES
THICKENED EDGE �J
SIDEWALK
LJ
CEMENT CONC. PAVEMENT
RAISED INTERSECTION TYPICAL SECTION
INTERSECTION OF MAIN AVE S/BRONSON WAYS & S 2ND ST
NTS
TOC ELEV
`" FLOW LINE
0
/ � 1/2"R (TYP)
d °
6» d
d CV
°
a
°
d
18"
CEMENT CONC. VALLEY CURB
NTS
1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION
2-06 OF THE STANDARD SPECIFICATIONS.
2. ADDITIONAL FILL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED
GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS. FILL
MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
3. ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL
TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND
APPROVED BY THE ENGINEER.
4. TYPICALLY, THE EXISTING ROADWAY PAVEMENT SECTION IS
APPROXIMATELY 2.5" HMA OVER 8"-16" CONCRETE PANELS.
CONCRETE PANELS SHALL BE REMOVED AS REQUIRED FOR
INSTALLATION OF THE NEW PAVEMENT SECTION.
MATERIAL CODE
®
DESCRIPTION
1
2" HMA CL Y" PG 64-22 FOR OVERLAY
2
5" HMA CL Y" PG 64-22 (2 LIFTS)
3
6" CRUSHED SURFACING BASE COURSE
4
4" CEMENT CONC. SIDEWALK OR 10" CEMENT
CONC. DRIVEWAY ENTRANCE (CLASS 4000)
5
4" CRUSHED SURFACING BASE COURSE
6
18" CEMENT CONC. TRAFFIC CURB AND GUTTER
PER COR STD PLAN 101 (CLASS 4000)
7
COMPACTED SUBGRADE
8
10" CEMENT CONC. PAVEMENT (CLASS 4000)
9
5" CRUSHED SURFACING BASE COURSE
10
CEMENT CONC. VALLEY CURB PER DETAIL, THIS
SHEET (CLASS 4000)