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AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C800 - Construction Details.dwg - C803Modified / By:April 29, 2022 11:00:06 AM / prichardsPlotted / By:September 29, 2022 11:32:26 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2DATEMARKREVISIONSBYCERTIFIED: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 SPECIFICATIONS & DETAILSC803
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.
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'*****
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.
NOTE:
ALL PAVING IS TO BE COMPLETED IN
ONE PAVING SEASON.
SEE TYPICAL STREET SECTIONS BELOW
SEE STREET DIMENSIONS BELOW
STONE BASE TO
EXTEND UNDER CURB
20'-0" (PRIVATE - BLOCK A-E)
NOT-TO-SCALE
COMPACTED
SUBGRADE
TYPICAL ROAD CROSS-SECTION
2'-0"
REVERSE
ROLL CURB
MIN. 3" TOPSOILSLOPE: 1/4" / FT.
MIN. 3" TOPSOIL
SLOPE: 1/4" / FT.
2'-0"
REVERSE
ROLL CURB
16'-0"
FOR PRIVATE DRIVES
STONE BASE TO
EXTEND UNDER CURB
SEE CARMEL
STANDARD PVMT
CROSS SECTION ABOVE
MONOLETHIC CURB AND WALK
CURB & WALK DETAIL
NO SCALE
SEE PLANS
OF TOTAL THICKNESS OF SLAB @ 6-0" MAX.
REBAR AND WELDED WIRE FABRIC SHOULD BE
STOPPED 2" SHORT OF AN EXPANSION JOINT.
@ 48'-0" MAX. AND @ ENDS OF RADII.
SHALL HAVE 1/2" EXPANSION JOINTS
CONSTRUCTION JOINTS SHALL BE CUT 1/4 DEPTH18"REBAR
3"2 - #4
NOTES:
6"1.
2.
3.
45°
3"
6"
2" RAD.3"6"CLR.CONTROL JOINT
6"
AGGREGATE SIZE #53
4" OF COMPACTED
6x6 W1.4xW1.4xW.W.F.
1 1/2"4"AS INDICATED ON THE DRAWINGS.
PROVIDE A EXPANSION JOINT AT INTERSECTION WITH
ANOTHER SIDEWALK, BETWEEN WALKS, BUILDINGS,
5.
STORM STRUCTURES, AND AT SUCH OTHER POINTS
EACH FINISHING OPERATON.
4.
OF SIDEWALKS SHOULD BE HAND-TOOLED AFTER
CONTROL JOINTS, EXPANSION JOINTS AND EDGES
4,000 PSI
BROOM FINISH CLASS "A" CONCRETE
MINIMUM
4"
PAVEMENT
4"
AGGREGATE SIZE #53
4" OF COMPACTED 1" PREFORMED JOINT FILLER WITH SEALER.
NOT-TO-SCALE
NOTES:
1.ALL PAVING IS TO BE
COMPLETED IN ONE PAVING
SEASON.
NOT-TO-SCALE
COMPACTED SUBGRADE (PER INDOT STANDARDS)
2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B' 19.0 mm ON
1.5" - HMA SURFACE, TYPE 'B', 9.5 mm ON
6" COMPACTED AGGREGATE #53 ON
(TO BE USED FOR PARKING AREAS ON THIS PROJECT)
PARKING AREA
PAVEMENT SECTION