HomeMy WebLinkAboutC601 SITE DETAILS™
Phone (888) 344-9044 Fax (423) 826-2112
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
STORMWATER TREATMENT SOLUTIONS
www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-3 HDPE Standard Detail
AS-3 STD
03/20/15
Scale:
Drawn By:
Document:
Date:
JCW
1:20
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl High Density Polyethylene (HDPE)
Stormwater Treatment System
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system orientation.
** Orientation may vary from 90°, 180°, or
custom angles to meet site conditions.
3 5/8"
[91 mm]
3/8"
[10 mm]
13/16"
[20 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
13/16"
[20 mm]
Unless other traffic barriers are present,
bollards shall be placed around access riser(s)
in non-traffic areas to prevent inadvertent
loading by maintenance vehicles.
Soil
Place small amount of
concrete [3,000 psi [20
MPa] (min)] to support
and level manhole frame.
DO NOT allow manhole
frame to rest upon riser.
Riser
Frame
Cover
38 3/8"
[975 mm] Min.
9 5/8"
[244 mm]
Wrap Compressible Expansion
Joint Material to a minimum
1-inch [25 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Backfill (90%
Proctor Density)
Concrete Concrete6 3/8"
[163 mm]
Gravel Backfill Gravel Backfill
A
54"
[1372 mm]
Vent
A
54"
[1372 mm]
Arched Baffle
90° **InletOutlet
10 3/4"
[273 mm] OD Max
10 3/4"
[273 mm] OD Max
Octagonal Base Plate
Plan View
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Ø 42"
[Ø 1067 mm]
Vent
Riser
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Arched
Baffle68"
[1727 mm]
104"
[2642 mm]
Swirl Inlet Swirl Outlet
32"
[813 mm] OD
Grade (Rim)
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
Varies
Gravel Backfill shall extend at
least 2 feet [610 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)
Backfill
(Sand or
Crushed
Stone)
Bedding
Undisturbed Soil
12"
[305 mm]
24"
[610 mm]
Section A-A
3 5/8"
[91 mm]
Gravel Backfill
3/8"
[10 mm]
13/16"
[20 mm]
Manhole Frame & Cover Detail
NTS
For H-20 Traffic Loading Areas
Concrete
Paving
13/16"
[20 mm]
Wrap Compressible Expansion
Joint Material to a minimum
1-inch [25 mm] thickness around
top of riser to allow transfer of
traffic loading from manhole
cover to concrete slab.
Backfill (90%
Proctor Density)
Support and Level
manhole frame with
concrete pad. DO NOT
allow manhole frame to
rest upon HDPE riser.
Riser
Frame
Cover
8"
[203 mm]8"
[203 mm]
Gravel Backfill
Concrete
Paving
2 3/8"
[61 mm] Typ.
If traffic loading (H-20) is required or anticipated, a concrete
pad must be placed over the entire Stormwater Treatment
System per concrete design as calculated by Engineer.
Sample details of concrete pad available upon request.
PERMITTING
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
PLOT DATE: 11/3/2021 6:40 PMPLOT SCALE: 1:2.5849EDIT DATE: 11/3/2021EDITED BY: NHORGANDRAWING FILE: P:\2021\01816\D. Drawings\Civil\Construction Documents\2021.01816.CE.C600.SD.dwgProject Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
11/3/2021
2021.01816
ARTISTIC COMPOSITE
PALLETS - PARKING
ADDITION
4518 W. 99th Street
Carmel, Indiana
REVISION SCHEDULE
NO.DESCRIPTION DATEAPPROVAL PENDINGNOT FOR CONSTRUCTIONC601
SITE DETAILS