HomeMy WebLinkAboutC601 DRAINAGE DETAILS12" INV=824.08
OUTLET CONTROL STR
TC=827.50
12" RCP OUTLET INV=824.40
HYDRO INTERNATIONAL
FIRST DEFENSE HIGH CAPACITY
8' UNIT
TC=829.20
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
12" HDPE INV=824.06
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:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATEBY08.17.2020SSRDATE:RLWKnow what's below.
before you dig.Call
R
EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW01.13.2020BJSISSUED FOR TAC REVISIONS05.12.2020BJSENGINEERS317 | 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
08/17/2020TAC REVISIONS03.30.2020BJSISSUED FOR TAC REVISIONS06.08.2020ISSUED FOR TAC REVISIONS07.16.2020BJSWALL GRADING CLARIFICATION07.23.2020BJS100% BID AND PERMIT PLANS08.17.2020BJS827.50828.05 828.05
NOTE: THE EMERGENCY OVERFLOW SHOULD HAVE A MINIMUM 0.50' OF FREEBOARD ABOVE
THE MAXIMUM ANTICIPATED FLOW THOUGH THE EMERGENCY OVERFLOW.
18" DEEP RIPRAP (1/3 CU.
FT. MIN. SIZE)
3:1 S
L
O
P
E
EMERGENCY OVERFLOW
100 YEAR
ELEV.=827.48
3:1 SLO
P
E
EMERGENCY OVERFLOW
(NO SCALE)
NOTE: GENERAL DETAIL. USE OFFLINE
8' UNIT. REFER TO OTHER DETAILS ON
THIS SHEET FOR FULL DETAILS.NATIVE PLANTINGS SIGN
PERMANENT SIGNS
SIZE: MINIMUM OF ONE SQUARE FOOT
MAXIMUM OF FOUR SQUARE FEET
DISTANCE: NO MORE THAN 500 FEET APART, WITH NO
LESS THAN 3 SIGNS PER POND. A SIGN MUST
BE PLACED AT ALL PUBLIC ACCESS AND
ENTRANCE ARES TO THE POND.
MATERIAL: PERMANENT MATERIAL, EITHER WOOD OR
METAL WITH BLADED EDGES.
TEXT: AT MINIMUM, MUST HAVE THE WORDS "NATIVE
PLANTINGS" AND ANY OTHER TEXT REQUIRED
BY THE CITY OF CARMEL.
COLORS: TO BE DETERMINED BY THE DEVELOPER.
NATIVE
PLANTINGS
DO NOT SPRAY
OR MOW
INDOT SEED MIXTURE "D" ON POND BANKS
THIS MIXTURE SHALL BE APPLIED AT THE RATE OF 1416 LB/AC. IT SHALL
CONSIST OF THE MATERIALS AND BE APPLIED AT THE RATES SHOWN
BELOW.
·Alkaligrass, Puccinellia distans, 3 oz/ac
·Bearded Strangletop, Leptochloa fascicularis, 3 oz/ac
·Creeping Bentgrass, Agrostis stolonifera, 2 lb/ac
·Fowl Manna Grass, Glyceria striata, 2 oz/ac
·Perennial Ryegrass, Lolium perenne, 5 lb/ac
·Red Fescue, Festuca rubra, 2 lb/ac
·Redtop, Agrostis gigantea, 1 lb/ac
·Rice Cut Grass, Leersia oryzoides, 2 oz/ac
·Virginia Wild Rye, Elymus virginicus, 5 lb/ac
·Wetland Carex Species, Carex spp., 3 oz/ac
·Wetland Rush Species, Juncus spp., 3 oz/ac
NATIVE PLANTING SEED MIX
(NO SCALE)
9" DIA. ORIFICE
ELEV=824.50
12" DIA. OUTLET PIPE
ELEV=824.40
12" DIA. OUTLET PIPE
ELEV=824.40
NEENAH R-4215-C CASTING
OR APPROVED EQUAL
TOC=827.50
EXISTING 12" INV=824.08
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" RCP INV=824.08
INLET FROM POND RELEASE
EXISTING 12" INV=824.0812" HDPE INV=824.08
TO WQ UNIT
12" RCP INV=824.68
ELEV. DIFFERENCE CREATES WEIR
NEENAH R-4215-C CASTING
OR APPROVED EQUAL
TOC=828.50
DIVERSION STRUCTURE DETAIL #101
(NO SCALE)
OUTLET CONTROL STRUCTURE #102
(NO SCALE)
LEVEL SPREADER