HomeMy WebLinkAboutC800 - Construction Details-C803ADATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.CONSTRUCTION DETAILSC803A
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA12/18/19File Name:S:\60160REP-S7\DWG\C800 - Construction Details.dwg - C803AModified / By:March 9, 2020 6:51:49 AM / dmetzPlotted / By:September 2, 2020 8:01:58 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20REVISED PER TAC COMMENTSDSM07/15/20REVISED PER TRICO COMMENTSDSM100'
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
10"24"5-3/4"18" RADIUS
3" TOP SOIL
COMPACTED
BACKFILL
NOTES:
INTEGEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURVE ALL EXPOSED SURFACES
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION
JOINT EVERY 50' MAXIMUM.
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE
PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS
CONCRETE ROLL CURB & GUTTER
NOT-TO-SCALE
(REVERSE LIP)
GUTTER TO FORMED TO
ENSURE DRAINAGE AWAY
FROM CURB
FLOW
RIBBON CURB CROSS SECTION
NOT-TO-SCALE
24"
CLASS A CONCRETE 6"3" TOP SOIL
COMPACTED
BACKFILL
NOTES:
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION
JOINT EVERY 50' MAXIMUM.
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE
PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS
13' LANE13' LANE 2'5'5'2'5'5'
30' BACK-OF-CURB TO BACK-OF-CURB (B-B)
50' I.E.E.&D.U.&S.S.E.
2.08% (MIN.)2.08% (MIN.)
4" THICK SIDEWALK 4" THICK SIDEWALKMIN. 3" TOPSOIL MIN. 3" TOPSOIL
ROLL CURB & GUTTERROLL CURB & GUTTER HMA PAVEMENT
1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON
2" - 220#/SYD. HMA INTERMEDIATE, TYPE 'B' 19.0mm ON
3" - 330#/SYD. HMA BASE, TYPE 'B', 25.0mm ON
6" COMPACTED AGGREGATE #53 ON
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
TYPICAL ROADWAY & PAVEMENT
COMPOSITION SECTION
NOT-TO-SCALE
6" CURB UNDERDRAIN
(SEE DETAIL THIS SHEET)
6" CURB UNDERDRAIN
(SEE DETAIL THIS SHEET)
CLASS A CONCRETE
13' LANE2'5'5'
30' BACK-OF-CURB TO BACK-OF-CURB (B-B)
50' I.E.E.&D.U.&S.S.E.
2.08% (MIN.)
4" THICK SIDEWALK MIN. 3" TOPSOIL
RIBBON CURB HMA PAVEMENT
1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5mm ON
2" - 220#/SYD. HMA INTERMEDIATE, TYPE 'B' 19.0mm ON
3" - 330#/SYD. HMA BASE, TYPE 'B', 25.0mm ON
6" COMPACTED AGGREGATE #53 ON
INDOT SUBGRADE TREATMENT, TYPE 1B OR 1C
TYPICAL ROADWAY & PAVEMENT WITH RIBBON CURB
COMPOSITION SECTION
NOT-TO-SCALE
6" CURB UNDERDRAIN
(SEE DETAIL THIS SHEET)