HomeMy WebLinkAboutC800 Details-C804NOTE:
THAT ALL CONCRETE AND BITUMINOUS MATERIAL PRODUCTION, TRANSPORT AND DELIVERY, PAVING AND PLACEMENT
OPERATIONS FOR IMPROVEMENTS LOCATED WITHIN EXISTING OR FUTURE CITY OF CARMEL RIGHT-OF-WAY SHALL CONFORM TO
THE REQUIREMENTS OF THE INDOT STANDARD AND SUPPLEMENTAL SPECIFICATIONS, LATEST EDITION.
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.
*NOTE TO CONTRACTOR:
THE CITY OF CARMEL AND THE
HAMILTON COUNTY SURVEYOR'S
OFFICE REQUIRE DOUBLE WALL
HANCOR HI-Q SSD PIPE OR EQUAL
TO BE USED.
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.
24'-0" (PRIVATE - BLOCK A)
*
COMPACTED
SUBGRADE
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.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: 317.849.5942STREET DETAILSC804
DOUBLE WALL PIPE, HANCOR Hi-Q, TYPE 4 PIPE
OR EQUIVALENT PER SECTION 401.01 OF THE
STORM WATER TECHNICAL STANDARDS
SEE TYPICAL STREET SECTIONS BELOW
ALL PAVING IS TO BE COMPLETED IN ONE
PAVING SEASON
60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
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SECTION 2File Name:S:\60160HAM-S2\DWG\C800 Details.dwg - C804Modified / By:March 11, 2019 6:51:28 PM / jwillisPlotted / By:July 1, 2019 2:13:01 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH2022'-0"
ASPHALT
SHOULDER
MIN. 3" TOPSOIL
SLOPE: 1/4" / FT.
MIN. 3" TOPSOIL
SLOPE: 1/4" / FT.
2'-0"
ASPHALT
SHOULDER
20'-0"
NOT-TO-SCALE
TYPICAL ROAD CROSS-SECTION
SIGILLARY LANE
22'-0" (PRIVATE - BLOCK A)
*
COMPACTED
SUBGRADE
DOUBLE WALL PIPE, HANCOR Hi-Q, TYPE 4 PIPE
OR EQUIVALENT PER SECTION 401.01 OF THE
STORM WATER TECHNICAL STANDARDS
2'-0"
ASPHALT
SHOULDER
MIN. 3" TOPSOIL
SLOPE: 1/4" / FT.
MIN. 3" TOPSOIL
SLOPE: 1/4" / FT.
2'-0"
ASPHALT
SHOULDER
18'-0"
NOT-TO-SCALE
TYPICAL ROAD CROSS-SECTION
RAYLE DRIVE
10"24"
CLASS A CONCRETE 6-3/4"18" RADIUS3" 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
SEE CARMEL
STANDARD PVMT
CROSS SECTION ABOVE
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 EDGES4"
PAVEMENT
4"
AGGREGATE SIZE #53
4" OF COMPACTED 1" PREFORMED JOINT FILLER WITH SEALER.
NOT-TO-SCALE
EXTEND JT. MATERIAL
TO BOTTOM OF PVMT.
1/2" PREFORMED WATERPROOF
EXPANSION JOINT
1/2" PROTECTION
EXPANSION JT.
CONC. PVMT.
BOARD
MEMBRANE
SELF LEVELING
SEALANT
BUILDING FACE
BACKER ROD
SUBGRADE
NOT-TO-SCALE
~4" MAX.
~4" MAXIMUM
~2" MINIMUM
EDGE RADIUS = SPECIFICATIONS
SEAL JOINT PER
HAND-TOOLED JOINT,
CONTINUOUS SAWED OR
EDGE OF CONCRETE.
SAWCUT JOINT AS SOON AS POSSIBLE WITHOUT RAVELING THE
2" CLEAR2" CLEAR
SLAB REINFORCING
TYPICAL CONTROL JOINT
NOTE:
1.
4"
D/4 D/3
2" OF CRUSHED
STONE OR SAND
CONTROL JOINTS SHALL BE
PLACED EVERY 5FT ON CENTER
NOT-TO-SCALE
SEE STREET DIMENSIONS BELOW