HomeMy WebLinkAboutC602 STORM SEWER DETAILSVARIES6" MIN.11"PAVED AREA INLET TYPE "E"
30"X30"
6" (TYP.)
CLASS "A" CONCRETEDIA.SECTION A-A
INLET SET ON 6" BASE OF
#8 STONE OR #2 STONE
1.STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A
SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE
CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.
2.A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET.
3.REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
6" (TYP.)8"3"2"
2"
2 REBAR #5
3.5' EA.
WALL
30"30"6"6"2 REBAR #5
3.5' EA.
WALL
33"NOTES
1.6" CONCRETE PRECAST OR POURED IN PLACE.
2.REFER TO BEDDING DETAIL AS REQUIRED
3.VAR. PIPE SIZE
24" MAX STRAIGHT CONNECTIONS
15" MAX SKEW/CORNER CONNECTIONS
T.O.C. ELEVATION
E.J. 5250
NEENAH R-3405
OR EQUAL
E.J. 5250
NEENAH R-3405
OR EQUAL
PAVED AREA INLET TYPE "J"
24"X36"
6" (TYP.)DIA.SECTION VARIES(4.0' MAX.)6" (TYP.)8"NOTES:
C602STORM SEWER DETAILSw180330-C602 drainage det30"11"3'-6"3'-6"3'-6"3'-6"
(NO SCALE)
AA
PAVEMENTSLOPESLOPESLOPE
6" CONCRETE SLOPE3'-6"3'-6"3'-6"3'-6"
"DUMP NO WASTE-DRAINS TO WATERWAY"
6"6"6"6"6"6"6"6"℄
℄
℄
℄
REQUIREMENTS 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.
1/6 Bc
(NO SCALE)
Bc
d d(MIN.)
66" & LARGER
30" TO 60"
27" & SMALLER
D
6
4
3
GREATER THAN 5' (1)
LESS THAN 5' (2)
B = OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
TYPICAL BEDDING SECTION - RCP PIPE
MIN. 6" TOPSOIL TO
ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT.
(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)
EDGE OF
PAVEMENT, CURB,
GUTTER OR
SIMILAR
STRUCTURE.
(1) REGULAR
BACKFILL
(2) "B" BORROW OR
EQUIV. GRANULAR
MATERIAL COMPACTED
TO 95% STANDARD
PROCTOR DENSITY.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
NOTE:
ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO
12" BALANCED LIFTS. A MIN. OF
9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
(2) "B" BORROW OR
EQUIV. GRANULAR
MATERIAL
COMPACTED TO 95%
STANDARD
PROCTOR DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND
TAMPED OR WALKED INTO
PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
(NO SCALE)4"ALL BEDDING & INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9"
CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
EDGE OF PAVEMENT, CURB,
GUTTER OR SIMILAR
STRUCTURE
IN THE PUBLIC RIGHT-OF-WAY
LESS THAN 5' (2)
1.25 Bc + 12" (MIN.)
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
12" MIN.Bc
SAWCUT JOINT
(TYPICAL)
SAWCUT JOINT
(TYPICAL)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
VEGETATED FILTER STRIP WITH LEVEL SPREADER
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STANDARD NOTE:
1. System shall be designed for the following capacities:
Peak Treatment Flow: 6.3 cfs [ 179 L/s]
Sediment Storage: 65 ft³ [1.8 m³]
Oil/Debris Storage: 390 gal. [1476 L]
Section A-A
Aqua-Swirl Concentrator Model AS-6 Off-Line Horseshoe Standard DetailDate:
Drawn By:
Document:
Scale:
11/05/08
BLR
1:20
AS-6 STD
Octagonal Base Plate
Reinforced Top
Vent
This is a Sample Detail, Please contact AquaShield, Inc. for more Information
™
Phone (888) 344-9044 Fax (423) 826-2112
2705 Kanasita Drive, Chattanooga, TN 37343
www.aquashieldinc.com
STORMWATER TREATMENT SOLUTIONS
Plan View
U.S. Patent No. 6524473 and other Patent Pending
Undisturbed Soil
Gravel Backfill
42"
[1067 mm]
Bedding
104"
[2642 mm]
68"
[1727 mm]
STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044
www.aquashieldinc.com
™
14"
[356 mm] OD
Vent
Manhole Frame and
Cover by Manufacturer.
(See Details)
Varies
Grade (Rim)
32"
[813 mm] OD
Riser
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.InletArched
Baffles
Arched
Baffle93"
[2362 mm]
93"
[2362 mm]
12"
[305 mm]
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system orientation.
2ULHQWDWLRQPD\YDU\IURP RU
custom angles to meet site conditions.
Ø80 3/4"
[Ø2051 mm]
Reinforced Top
Swirl Inlet Swirl Outlet
4 1/2" [114 mm]
Gravel Backfill
Paving
1/2" [13 mm]
Manhole Frame & Cover Detail
NTS
For H-20 Traffic Loading Areas
Cover
Frame
Riser
1/2" [13 mm]
Concrete
Gravel Backfill
Paving
3" [76 mm] Typ.
10" [254 mm]Concrete
1/2" [13 mm]
If traffic loading (H-20) is required or
anticipated, a concrete pad must be
placed over the entire Stormwater
Treatment System. Sample details of
concrete pad available upon request.
Gravel Backfill shall extend atleast 3.5 feet [1067 mm]
outward from Swirl Concentrator
and for the full height of the
Swirl Concentrator (including
riser) extending laterally toundisturbed soils. (See MH
Detail Below)
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
14"
[356 mm] ODOutletPipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
A A