HomeMy WebLinkAboutC603 STORM SEWER DETAILSSECTION A-A
CONC. PIPE TOE ANCHOR
12" C TO C
MAX. SPACING
E+2T
GROOVED ON
OUTLET END,
TONGUE END
ON INLET
END.
GROOVE (OR TONGUE)
TO BE THE SAME AS ON
STANDARD
REINFORCED
CONCRETE PIPE, ASTM
DESIGNATION C-76.
CLASS "A"
CONCRETE3"
6"
NOTE:
METAL PIPE END
SECTIONS MAY BE USED
WITH CONCRETE PIPE,
PROVIDING THE METHOD
OF CONNECTION IS
APPROVED BY THE
ENGINEER PRIOR TO
INSTALLATION OF PIPE.
(EXCEPT IN INDIANAPOLIS)12" C. TO C.MAX. SPA.CL9"
6"
DIA.
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND
STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M.
DESIGNATION C-76 CLASS II, (AS SET OUT IN INDOT STANDARD
SPECIFICATIONS).
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED
FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS II, FOR THE
SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL
AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END
SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE
COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A
SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH.
VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE
POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL
CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN,
AND SEWER PIPE, A.S.T.M. DESIGNATION C-???
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A
"PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR
CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE
ENGINEER, EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF
METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR
"PIPE END SECTION" COMPLETE.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE
PIPE END SECTIONS. THE COST THEREOF SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION."
RIP-RAP TO BE
PLACED ON SIDE
SLOPE WHEN
CALLED FOR ON
PLANS.
END SECTION
LENGTH (D)PAY LENGTH
OF CULVERT
COMPUTED LENGTH
OF CULVERT
CONCRETE
END SECTION
PIPE CULVERT
HOOK
BOLTS
LONGITUDINAL
SECTION
C603STORM SEWER DETAILSw180330-C602 drainage det(NO SCALE)
1 1/2"R.1 1/2"R.TTY
Y
TT4:1 FILL SL
O
P
E
3:1
F
I
L
L
S
L
O
P
E
CLASS "A" CONC.2'-0"TADIA - 1'TDIA - 1'TC B=(D-C)
D
C
SLOPE DETAIL
PLAN VIEW SECTION Y-Y
PRECAST CONCRETE END SECTION DETAIL2'-0"R2
DIA.R
1 REVISIONS AND ISSUESPart of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW18.0330PREPARED FOR:10255 COMMERCE DRIVEPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:MLTDESIGNED BY:DWG NAME:PROJECT NO.:W18.0330DATEBY03.31.2019MLTDATE:RLWLINK OFFICE SUITESSUBMITTAL TO CARMEL ADLS/DP09.21.2018MLTSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR TAC COMMENTS11.21.2018MLTREVISED FOR TAC COMMENTS12.05.2018MLTREVISED FOR TAC COMMENTS01.02.2019RLWREVISED FOR TAC COMMENTS01.08.2019RLWREVISED SANITARY SEWER LATERAL03.13.2019RLWFINAL CONSTRUCTION PLANS03.31.2019RLW03.31.2019
WEIR HEIGHT=880.33
18" RCP36" RCP 14" HDPE14" HDPEINV=880.00 INV=879.90
DIVERSION STRUCTURE DETAIL
(NO SCALE)
STRUCTURE 202
84" DIAMETER
MANHOLE