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AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C800 - Construction Details.dwg - C802Modified / By:April 29, 2022 11:00:06 AM / prichardsPlotted / By:September 29, 2022 11:32:22 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2*
NOTE:
ALL CASTINGS SHALL BE LABELED
"DUMP NO WASTE".
NOTE TO CONTRACTOR:
THE CITY OF CARMEL REQUIRES DOUBLE
WALL HANCOR HI-Q SSD PIPE OR EQUAL
TO BE USED.
NOTES:
All storm sewers shall be constructed with reinforced concrete
pipe Class III or as noted and conform to A.S.T.M. C-76 or
latest revision. All manholes shall be precast concrete
construction in accordance with State of Indiana Specifications
and shall have Type "A" cast iron ring and cover.
The storm sewer system shall be constructed per design
specified and as approved by the City of Carmel on the final
approved construction plans. Deviations from the approved
design shall only be permitted due to special circumstances or
difficulty during construction and will require prior field
approval from a designated representative of the City of Carmel
in addition to supplemental approval by the design engineer.
An explanation of any such deviation shall be included as a
requirement on as-built/record drawings submitted for release
of performance guarantees. Approved design slopes identified
as generating velocities of 2.5 fps or less or 10 fps or greater (at
full flow capacity) shall require as-built certification at the time
of construction, prior to backfilling the pipe. The contractor is
instructed to as-built each section of storm pipe as it is being
installed to ensure compliance with the design plans and as
approved by the City of Carmel.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.CONSTRUCTION SPECIFICATIONS & DETAILSC80236"6"24"36"
6"
24"
PLAN
ELEVATION 8"
11"
CLASS "A"
CONCRETE
PRECAST 24" x 24" BOX INLET
NOT-TO-SCALE VARIESVARIES (48" MAX.)8"VARIESELEVATIONCLASS "A"
CONCRETE
PRECAST 36" x 36" BOX INLET
NOT-TO-SCALE
2"2"2"2"
3"
(2) #5 x 3'-6"
IN EACH
WALL
6"
48"
6"
2 1 4"48"6"
6"36"2 14"
36"
PLAN
NEENAH CASTING
R-4215-C
CONCRETE COLLAR DETAIL