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100'
TRANSVERSE EXPANSION JOINTS
TRANSVERSE CONTRACTION JOINTS
BOTTOM OF CURB
TOP OF CURB
NOTE:
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED
AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE
CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY
1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS.
IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME
THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE
PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS
NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE
INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
NOT TO SCALE
24"
6"
ASPHALT PAVEMENT
CLASS "A" CONCRETE
6" (MIN.) INDOT #53
COMPACTED AGGREGATE
SUBGRADE TREATMENT
3" TOPSOIL
COMPACTED
BACKFILL
NOTES:
1.DAMPEN SUBGRADE BEFORE PLACING CONCRETE
2.CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10'
MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
3.NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL
5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
4.SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL
RESPECTS
CONCRETE RIBBON CURB
SCALE: NONE
1.5" - 165#/SYD QC/QA-HMA, 2, 64, SURFACE, 9.5mm
2.0" - 220#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0mm
6" COMPACTED AGGREGATE #53
INDOT SUBGRADE TREATMENT, TYPE IB OR IC
3.0" - 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0mm
PRIVATE DRIVE
PAVEMENT SECTION
SCALE: NONE
2.00%
VARIES
4:1 MAX.
4:1 MAX.
9' 1/2 PAVEMENT WIDTH 9' 1/2 PAVEMENT WIDTH2' CONC.
RIBBON CURB
10' TREE PROTECTION EASEMENT
20' PRIVATE DRIVE WIDTH
60' INGRESS / EGRESS EASEMENT
14'
24'16'
15'10'
25' BUILDING SETBACK / DRAINAGE & UTILITY EASEMENT
27'33'
DI
T
C
H
6" CURB UNDERDRAIN
PRIVATE DRIVE
PAVEMENT SECTION
EXISTING
GRADE
EXISTING
GRADE
PRIVATE DRIVE CROSS-SECTION
SCALE: NONE