HomeMy WebLinkAboutC601 DRAINAGE DETAILS12" INV=824.08
OUTLET CONTROL STR
TC=828.40
10" ORIFICE INV=824.50
12" RCP OUTLET INV=824.40
WATER QUALITY UNIT
AQUA SWIRL XC-7
TC=828.00
12" HDPE INV=824.08
12" RCP INV=824.08
DIVERSION STR
12" RCP INV=824.68
DIFFERENCE FROM INLET
INVERT SERVES AS WEIR
12" INV=824.02
12" HDPE INV=824.02
12" RCP INV=824.02
C601DRAINAGE DETAILSW190582-C602 drainage detREQUIREMENTS FOR ALL STORM SEWER BENCHWALLS
BENCH WALLS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER
HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF FLOWS THROUGH THE MANHOLE
OR BOX INLET. THE BENCH WALL SHALL FORM A DEFINED CHANNEL, TO A MINIMUM
HEIGHT OF 80-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO
FORM A "U" SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM ½-INCH PER FOOT SLOPE
TO THE MANHOLE WALL.
WHERE A FLOW CHANNEL IS CONSTRUCTED AS AN INTEGRAL PART OF THE PRE-CAST
BASE, IT SHALL BE SHAPED AND FORMED AS DESCRIBED ABOVE, WITH THE EXCEPTION
THAT THE BOTTOM OF THE FLOW CHANNEL MAY BE FORMED FROM THE BOTTOM OF
INLET AND OUTLET PIPES IF THE PIPE WALL THICKNESS IS NOT GREATER THAN ONE (1)
INCH.
FOR CAST-IN-PLACE FLOW CHANNELS, THE BOTTOM INVERT OF ALL PIPES ENTERING A
MANHOLE SHALL BE AT LEAST THREE (3) INCHES ABOVE THE TOP OF THE BASE SLAB TO
THE OUTLET INVERT SO THE FINISHED SEWER CHANNEL MAY BE INSTALLED AND
SHAPED.
FOR CONNECTIONS TO EXISTING STORM SEWER STRUCTURES, FLOW CHANNELS SHALL
BE SHAPED, AS SPECIFIED HEREIN, AS IF IT WERE A NEW MANHOLE OR BOX INLET
STRUCTURE.
SPECIFICATIONS FOR ALL STORM SEWER
CASTINGS
ALL STORM WATER INLETS AND CATCH BASINS SHALL
HAVE THE WORDS "NO DUMPING, DRAINS TO STREAM",
OR SIMILARLY APPROVED MESSAGE, CAST IN RAISED
OR RECESSED LETTERS AT A MINIMUM OF 1" IN HEIGHT.
IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE CAST
WITH THE LETTERS.REVISIONS AND ISSUESPart of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR:147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:SSRDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATEBY01.13.2020SSRDATE:SSRKnow what's below.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONCARMEL SELF STORAGEISSUED FOR CITY REVIEW01.13.2020BJSENGINEERS317 | 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.SMSTEVEN SCOTT RUCKER, PE No. 11300279
01/13/2020
828.45829.00 829.00
18" DEEP RIPRAP (1/3 CU.
FT. MIN. SIZE)
3:1
S
L
O
P
E
EMERGENCY OVERFLOW
100 YEAR
ELEV.=828.40
3:1 SLO
P
E
EMERGENCY OVERFLOW
(NO SCALE)
NOTE:
USE HORSESHOE CONFIGURATION FOR AQUA SWIRL. ENGINEER
TO APPROVE SHOP DRAWINGS PRIOR TO INSTALLATION.