HomeMy WebLinkAboutC800 - Construction Details-C801DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.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: 317.849.5942STORM SEWER DETAILSSECTION FIVEC801
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/17/21DP
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File Name:S:\55115PYT-S5\DWG\C800 - Construction Details.dwg - C801Modified / By:May 12, 2021 12:47:45 PM / ecarsonPlotted / By:May 12, 2021 3:18:25 PM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...NOTES:
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.
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.
STAMPED "NO DUMPING DRAINS TO WATERWAY".
NOTE: ALL CASTINGS SHALL BE
*
SEE LOGO DETAIL THIS SHEET.
CASTING R-3360A
SHALL BE STAMPED WITH DUMP
NO WASTE LOGO. SEE DETAIL THIS SHEET
NOTE TO CONTRACTOR:
THE CITY OF CARMEL REQUIRES
DOUBLE WALL HANCOR HI-Q SSD
PIPE OR EQUAL TO BE USED.
STORM SEWER 12"MIN.12" MIN.12" - 16"NOTCH RIP-RAP INTO
SLOPE, AS SHOWN
FIBER BLANKET OVER
(POLYFELT TOP & SIDES)
FIBER BLANKET OVER
(POLYFELT TOP & SIDES)
CONTRACTOR SHALL EXCAVATE AREAS
WHERE RIP-RAP HAS BEEN SPECIFIED SO
THAT THE OUTER SURFACE OF THE RIP-RAP
EQUALS FINISH GRADE & DOES NOT IMPEDE
THE PROPOSED STORM WATER FLOW.
END SECTION OUTFALL DETAIL
(SECTION "X-X")
NOT-TO-SCALE
NOTE:
2:1 SLOPE SHALL ONLY BE USED
WITHIN THE SODDED AREAS AS
SHOWN. TRANSITION TO TYPICAL 5:1
SLOPE WITHIN NEXT FIVE (5) FEET.
D
EWALLWALLDIA.SKIRT
R-2
11
2" RR-1DIA.
132 TAPER PER
INCH PER SIDE
WALL
112"
RR-1DIA.WALL C B
DIA.WALLWALL0.0704'ADIA. + 1"VERTICAL FLARE
SECTION "B-B"
HORIZONTAL FLARE
SECTION "B-B"
PLAN VIEW
(GROOVE-OUTLET END)
(TONGUE-INLET END)
SECTION VIEW
SECTION "A-A"
"A""A"
"B"
"B"
DIA.WALL G / T WT. SEC.A B C D E DIA. + 1"R-1 R-2 SKIRT
12"2"1 1 2 "530#4"24"48 18"72 7 8"24"13"10 116"9"3 12"
15"2 1 4"2"740#6"27"46"73"30"16"12 1 2"11"3 12"
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"1,280#9"35"38"73"42"22"16 18"13"4"
24"3"2 1 2"1,520#9 12"43 1 2"30"73 12"48"25"16 1116"14"4 1 2"
27"3 14"2 1 2"1,930#10 1 2"48"25 1 2"73 12"54"28"17 3 4"14 1 2"4 1 2"
30"3 12"3"2,190#12"54"19 3 4"73 3 4"60"31"18 516"15"5"
36"4"3 12"4,100#15"63"34 3 4"97 3 4"72"37"24 116"20"5 12"
42"4 1 2"3 3 4"5,380#21"63"35"98"78"43"27 1 4"22"5 12"
48"5"4 1 4"6,550#24"72"26"98"84"49"28 18"22"5 3 4"
54"5 12"4 3 4"8,040#27"65"35"100"90"55"32 7 8"24"6 14"
60"6"5"8,750#30"60"39"99"96"61"36 3 4"24"6 3 4"
66"6 12"5 12"10,630 24"78"21"99"102"67"35 1116"24"7 14"
72"7"6"12,520#34"78"21"99"108"73"38 58"24"7 3 4"
78"7 1 2"6 12"14,430#24"78"21"99"114"79"41 1516"24"8 12"
84"8"7"16,350#24"78"21"99"120"85"44 1316"24"9"
NOTES:
MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
PRE-CAST CONCRETE END SECTION DETAIL
NOT-TO-SCALE
12"36"12"WIDTH OF END SECTION
STEEL
ALL-THREAD,
12" LONG
12" MIN. DIA.
12"
STEEL
ALL-THREAD
BOLT HOOKS,
12" LONG
STEEL NUTS
AND WASHERS
PLAN VIEW
SECTION VIEWPROFILE VIEW
ANCHOR FOR CONCRETE END SECTIONS
NOT-TO-SCALE
NOTES:
ALL-THREAD SPACING TO BE TWO PER FOOT
EX.:12" END SECTION =2 ALL-THREAD
24" END SECTION =4 ALL-THREAD12""E""B"
SEE NOTE"A"PIPEDIA.X X
6" - 8" RIP-RAP
HANDLAID OVER
GEOTEXTILE FABRIC "D""C"RIP-RAP DETAIL
(SECTION "X-X")
NOT-TO-SCALE
RIP-RAP DIMENSION SCHEDULE
STR.
NO."A""B""C""D""E"
821 21"73"63"105"249"
859 12"72 7 8"36"60"140"
NOTE:
SEE "PRE-CAST CONCRETE
END SECTION DETAIL" FOR
END SECTION LENGTH.