HomeMy WebLinkAboutC602 Storm DetailsENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netWATERFRONT OF WEST CLAYSECTION FIVE "B"DOUBLE INLET STRUCTURE
CURB INLET TYPE "A"
(NO SCALE)
"DUMP NO WASTE-DRAINS TO WATERWAY"
ROLL CURB
TOP OF CASTING
E.J. 7495
NEENAH R-3501-TR/TL/R
OR EQUAL
CHAIRBACK CURB
TOP OF CASTING
E.J. 7520
NEENAH R-3286-8V
OR EQUAL
SLOPE 1/4"/1FT PAVEMENT
PIPE SIZES 12" 8"22"X22"
6" (TYP.)VARIES12" MIN.CLASS "A" CONCRETEDIA.SECTION VARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF
#8 STONE
6" (TYP.)
NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
12" MAX STRAIGHT CONNECTIONS ONLY
4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK
GROUT
5. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL
AS REQUIRED
ADJUSTING RING AS
REQUIRED
3"2"
2"
2 REBAR #5
3.5' EA. WALL
C602STORM SEWER DETAILSSECTION A-A SECTION B-B
A
A
BB
DRY BASIN OUTLET STR. #82
NOT TO SCALE
11/16/20