HomeMy WebLinkAboutC705-DETAILS-Rev.1Aqua-Swirl Concentrator Model AS-9 Off-Line Standard Detail
AS-9 STDDocument:
Drawn By:
Scale:
Date:
BLR
12/20/07
1:30
1. System shall be designed for the following capacities:
Peak Treatment Flow: 14.2 cfs [402 L/s]
Sediment Storage: 145 ft³ [4.1 m³]
Oil/Debris Storage: 910 gal. [3444 L]
STANDARD NOTE:
U.S. Patent No. 6524473 and other Patent Pending
Swirl Inlet
68"
[1727 mm]
Ø119 5/8"
[Ø3038 mm]
A
Inlet20"
[508 mm] OD Max
Riser
Varies
Reinforced
Top
Grade (Rim)
Manhole Frame and
Cover by Manufacturer.
(See Details)
132"
[3353 mm]
Arched
Baffle
Outlet
A
20"
[508 mm] OD Max
Octagonal Base Plate
Vent
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
132"
[3353 mm]
32"
[813 mm] OD
Plan View
Vent
Arched
Baffle
Section A-A Undisturbed Soil
42"
[1067 mm]
Backfill
Bedding12"
[305 mm]
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
114"
[2896 mm]
Swirl Outlet
™
Phone (888) 344-9044 Fax (423) 826-2112
2705 Kanasita Drive, Chattanooga, TN 37343
www.aquashieldinc.com
STORMWATER TREATMENT SOLUTIONS
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system orientation.
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custom angles to meet site conditions.
90° **
4 1/2"
[114 mm]
Concrete
Gravel Backfill Place small amount of
concrete to support and
level manhole frame. DO
NOT allow manhole frame
to rest upon HDPE riser.
Soil
1/2"
[13 mm]
1/2"
[13 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Cover
Frame
Riser
Concrete
Gravel Backfill
Soil
1/2"
[13 mm]
Bollards shall be placed around access
riser(s) in non-traffic areas to prevent
inadvertent loading by maintenance
vehicles.
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.
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Gravel Backfill shall extend at
least 3.5 feet [1067 mm]
outward from Swirl Concentrator
and for the full height of the
Swirl Concentrator (including
riser) extending laterally to
undisturbed soils. (See MH Detail
Below)
Reinforced Top
AQUASWIRL CONCENTRATOR DETAIL
ADDITIONAL ADA RAMP & SIDEWALK DETAILS
POND CONTROL STR#1
OFFSITE POND CONTROL STR #2 CKD.DR.DES.DATEPROJECT No:REVISIONDATENo.THE PROSCENIUM CARMEL DEVELOPMENT II, LLCWEST CARMEL DRIVE & SOUTH RANGELINE ROADCARMEL, INDIANA7635 Interactive WaySuite 100Indianapolis, IN 46278317.299.7500FAX: 317.291.5805C705 DETAILSPOND OUTLET PLAN