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KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C800 - Construction Details.dwg - C802Modified / By:December 6, 2021 4:35:13 PM / ecarsonPlotted / By:December 6, 2021 4:42:40 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDT"A"
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DIA.WALL G or T WT. SEC A B C D E DIA. +1 R-1 R-2 SKIRT
12 2 1 1/2 530 4 24 48 1/8 72 7/8 24 13 10 1/16 9 3 1/2
15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2
18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 12 4
21 2 3/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 13 4
24 3 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1/2
27 3 1/4 2 1/2 1930 10 1/2 48 25 1/2 73 1/2 54 28 17 3/4 14 1/2 4 1/2
30 3 1/2 3 2190 12 54 19 3/4 73 3/4 60 31 18 5/16 15 5
33 3 3/4 3 3/8 3150 13 1/3 58 1/2 39 1/4 97 3/4 66 34 23 3/4 17 1/2 5 1/2
36 4 3 1/2 4100 15 63 34 3/4 97 3/4 72 37 24 1/16 20 5 1/2
42 4 1/2 3 3/4 5380 21 63 35 98 78 43 27 1/4 22 5 1/2
48 5 4 1/4 6550 24 72 26 98 84 49 28 1/8 22 5 3/4
54 5 1/2 4 3/4 8040 27 65 35 100 90 55 32 7/8 24 6 1/4
60 6 5 8750 30 60 39 99 96 61 36 3/4 24 6 3/4
66 6 1/2 5 1/2 10630 24 78 21 99 102 67 35 11/16 24 7 1/4
72 7 6 12520 34 78 21 99 108 73 38 5/8 24 7 3/4
78 7 1/2 6 1/2 14430 24 78 21 99 114 79 41 15/16 24 8 1/2
84 8 7 16350 24 78 21 99 120 85 44 13/16 24 9WALLEDDIA.SKIRT
C B
DIA. +1ADIA.WALLWALL0.0704'WALLR-
2
1 1
2"
RR-1
DIA.
1
12" RR-1
DIA.
1/32 TAPER PER
INCH PER SIDE
"A"
"B"
"B"
HORIZONTAL FLARE
VERTICAL FLARE
SECTION B-B
SECTION A-A
NOTES:
MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF
A.S.T.M. SPECIFICATION C76.
PRECASE CONCRETE END
SECTION DETAIL
36"x36"
30"x30"
6"
24"x24"
2.5'
MIN.
GRADE
SEE STRUCTURE
DATA CHART FOR
CASTING TYPESPAVEMENT
CONCRETE CURB
NOTE:
MAXIMUM 48 INCHES FROM T/C TO INVERT
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.
NOT-TO-SCALE
(GROOVE-OUTLET END)
(TONGUE-INLET END)
WEEP HOLES
FOR CASTING TYPES
SEE STRUCTURE DATA CHART
FINISH GRADE
2'-0"
4"
VARIES
0'-3" MIN.
2.5'
MIN.
YARD INLET CATCH BASIN
NOT-TO-SCALE
CURB INLET CATCH BASIN
NOT-TO-SCALE
REINFORCED
CONC. PIPE
CONCRETE BASE 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 DETAILSC802ADDED CROSS SECTION FOR BASIN 12E10/04/21AECREVISED PER CITY OF CARMEL COMMENTS10/21/21AEC36"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 30" x 30" BOX INLET
NOT-TO-SCALE
2"2"2"2"
3"
(2) #5 x 3'-0"
IN EACH
WALL
6"
42"
6"
2 1 4"42"6"
6"30"2 1 4"
30"
PLAN
NEENAH CASTING
R-4215-C
CROSS SECTION 12C