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2' MIN. 6"
-1 I —III I = n,
-III-I Q
II-III//97
SAWCUT, REMOVE, AND REPLACE-1 I Ii II I I I �I 11- I a
EXISTING PAVEMENT TO —
CONSTRUCT INTEGRAL CURB. SEE
HMA DRIVEWAY DETAIL, SHEET 21
4—#4 CONT. #4 @ 18"
W/ 2' MIN. LAP W/ 8" TAIL
CEMENT CONC.
SIDEWALK
NOTES:
1. HEIGHT (H) NOT TO EXCEED 2'
2. H = 6" MINIMUM
INTEGRAL CURB DETAIL
NTS
2' MIN. 4.4' PLANTER STRIP
#4 VERTICAL I #4 HORIZONTAL
@ 18" O.C. MAX 1 @ 12" O.C. MAX
6" MIN
2„ a 18" MAX
SAWCUT, REMOVE, AND REPLACE
1.5%
EXISTING PAVEMENT TO
CONSTRUCT WALL. SEE HMA CSBC
DRIVEWAY DETAIL, SHEET 21
d
CEMENT CONC. SIDEWALK
10" CEMENT
WK. PAVEMEr'T
20' TRANSITION
TRAFFIC EENGTH `SEE SHEET 15—�
CURB & GUTTER 6�
HAND FORM
SURFACE
TRANSITION VALLEY
CURBd d a
O a d da
d � —
aa
ad
o
8 d a d VALLEY CURB TRANSITION DETAIL
NTS
SECTION A -A
NTS
2" HMA OVERLAY �\
6" CSBC
f 2"
6" 6" 4"
CEMENT CONC. VALLEY CURB
CEMENT CONCRETE FILL WALL DETAIL BEGINS WITH 0" EXPOSURE
VA`�£Y pURe CEMENT CONC. VALLEY CURB ENDS
NTS
WITH 6" EXPOSURE ENDS. MATCH
ppRe EXISTING OR PROPOSED CURB
EE E q U TR,gNS/Tj p & GUTTER
a
rylS Sy N
CONCRETE ROADWAY T 4d d ° a a £ETRAFF/C
HMA OVERLAY TO BE a a � pURe &
d
FLUSH WITH PAVEMENT. HMA OVERLAY d a a 4 \ OTTER
SEAL JOINT WITH AR4000 d
GRIND 25' ° a � a a
a
a
a VAR°d a d a
d IE d
CpN�RElE 20
GAD wq Y RAMP
� l p'
= GRIND EXISTING EXISTING
w ROADWAY TO ROADWAY
0 o FORM BUTT JOINT
BUTT JOINT DETAIL
NTS ROADWAY RAMP DETAIL
NTS