HomeMy WebLinkAboutC800 - Construction Details-C803NOTE:
ALL PAVING IS TO BE COMPLETED IN
ONE PAVING SEASON.
60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C800 - Construction Details.dwg - C803Modified / By:December 6, 2021 4:35:13 PM / ecarsonPlotted / By:December 6, 2021 4:42:45 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDT5'5'
50'
13'13'
TRANSVERSE CONTRACTION JOINTS
TOP OF CURB
CURB JOINT DETAIL
MAX. 50'
TRANSVERSE EXPANSION JOINTS
PAVEMENT
*****
*****
BOTTOM OF CURB
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND
CONTRACTION JOINTS SHALL BE PLACED AT THE SAME LOCATIONS AS IN THE
PAVEMENT SLABS. THE CURB AND GUTTER SHALL 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 SHALL BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT
TO EXCEED 50 FEET. CONTRACTION JOINTS ON TANGENT SECTIONS SHALL BE
INSTALLED AT 10 FOOT MAX. SPACING. CONTRACTION JOINTS ON RADII SHALL BE
INSTALLED AT 5 FOOT MAX. SPACING.
MAX. 50'*****
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO
THE TOP OF THE TINSTALLED PIPE SHALL BE THE PAVEMENT SECTION,
THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE
SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT
ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET.
NOTE:
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW
THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN
STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE
DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND
PROPOSED CITY RIGHT-OF-WAY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL
STATE HIGHWAYS, CITY, AND COUNTY PERMITS HAVE BEEN OBTAINED BY
THE DEVELOPER PRIOR TO START OF CONSTRUCTION.
SIDEWALK NOTE:
1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT
JOINTS 1/4 THE THICKNESS OF THE CONCRETE SIDEWALK.
2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE
THICKNESS OF THE PROPOSED DRIVEWAY WHICHEVER IS
THICKER.DATEMARKREVISIONSBYCERTIFIED: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.STORM SEWER DETAILSC803REVISED PER CLIENT COMMENT09/22/21AECREVISED PER CITY OF CARMEL COMMENTS10/21/21NOTES:
INTEGRAL 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
FLOW
GUTTER TO BE
FORMED TO
ENSURE
DRAINAGE
AWAY
FROM CURB
6-1/2"24"
18" RADIUS3" TOP SOIL
10"COMPACTED
BACKFILL CLASS "A"
CONCRETE
CONCRETE ROLL CURB & GUTTER
(REVERSE LIP)
NOT-TO-SCALE