HomeMy WebLinkAboutC070.0 Utility DetailsPLAN VIEW
SECTION
Gravel Backfill shall extend at
least 3 feet [914 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)
1:50
SCEDrawn By:
AF-X.2 STDDocument:
STORMWATER TREATMENT SOLUTIONS
06/16/11Date: Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
2705 Kanasita Drive, Chattanoooga, TN 37343Scale:
Aqua-Filter Filtration System Model AF-X.2 Off-Line Standard DetailU.S. Patent No. 6524473 and other Patent Pending
Pipe coupling
by Contractor.
12" [305 mm] long
Stub-out by
Manufacturer.
A
Hinged
Center Panel
B
B
C
C
Outlet
Ladder
Plan View
Anchor Panel
*Example Aqua-Swirl - Download AquaSwirl
Detail Drawing for More Information.
**See Site Plan for actual system orientation.
Section A-A
Grade (Rim)
Undisturbed Soils
Bedding
Manhole Frame and Cover on All risers by
Manufacturer. (See Detail)
Section B-B
Section C-C
4 1/2"
[114 mm]
1/2"
[13 mm]
1"
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1"
[25 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
48"
[1219 mm] Min.
12"
[305 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 Concrete8"
[203 mm]
Gravel Backfill Gravel Backfill
*
*
Hinged
Center Panel
3 Evenly Spaced
Distribution Slots
Filter MediaAnchor Panel Feet
Anchor Panel Feet
Ladder
Riser
Filter Outlet
Bedding
Bedding Bedding
Undisturbed Soils
Hinged Center Panel
Bedding
Bedding Bedding
Undisturbed Soils
Filter Media
3 Evenly Spaced
Distribution Slots
Flow Control Orifice
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
A
4 1/2"Cover
Frame
1" Thick
Expansion Joint
Material30" Riser
#4 Rebar
@ 6" Each Way
14"
48"
1/2"
3,000 psi (min)
Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
If traffic loading (H-20) is required or anticipated, a 4-foot diameter,
14-inch thick reinforced concrete pad must be placed over the
Stormwater Treatment System Riser to support and level the
manhole frame, as shown. The top of riser pipe must be wrapped
with compressible expansion joint material to a minimum 1-inch
thickness to allow transfer of wheel loads from manhole cover to
concrete slab. Manhole cover shall bear on concrete slab and not on
riser pipe. The concrete slab shall have a minimum strength of
3,000 psi and be reinforced with #4 reinforcing steel as shown.
Minimum cover over reinforcing steel shall be 1-inch. Top of
manhole cover and concrete slab shall be level with finish grade.
Backfill (90%
Proctor Density)
* 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.
Aqua-Swirl Concentrator Model AS-2 PCS Standard DetailDate:02/05/15
Scale:
Document:
Drawn By:
AS-2 PCS STD
1:20
JCW
U.S. Patent No. 6524473 and other Patent Pending
™
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
STORMWATER TREATMENT SOLUTIONS
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Plan ViewInlet Outlet
A
Vent
Arched Baffle
Octagonal Base Plate
A
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Vent
Arched
Baffle
Riser
Gravel Backfill shall extend at
least 3 feet [914 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)
Swirl Inlet Swirl Outlet
Bedding
Undisturbed Soil
Backfill
Section A-A
Grade (Rim)
Rim elevations to match finished
grade. PCS risers should NOT be field
cut by Contractor.
Manhole Frame and
Cover by Manufacturer.
(See Details)
4 1/2"
[114 mm]
1/2"
[13 mm]
1"
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1"
[25 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
48"
[1219 mm] Min.
12"
[305 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 Concrete
8"
[203 mm]
Gravel Backfill Gravel Backfill
4 1/2"Cover
Frame
1" [25 mm] Thick
Expansion Joint
Material30" [762 mm]
Riser
#4 [13 mm] Rebar
@ 6" [152 mm]
Each Way 14"1/2"
3,000 psi [20 MPa]
(min) Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
If traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]
diameter, 14-inch [356 mm] thick reinforced concrete pad must be
placed over the Stormwater Treatment System Riser to support and
level the manhole frame, as shown. The top of riser pipe must be
wrapped with compressible expansion joint material to a minimum
1-inch [25 mm] thickness to allow transfer of wheel loads from
manhole cover to concrete slab. Manhole cover shall bear on concrete
slab and not on riser pipe. The concrete slab shall have a minimum
strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]
reinforcing steel as shown. Minimum cover over reinforcing steel shall
be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be
level with finish grade.
Backfill (90%
Proctor Density)
48"
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
Note: As an alternative, 42-inch OD, HS-25
rated precast concrete rings may be
substituted. 14-inch thickness must be
maintained.
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
UTILITY DETAILS
C106TOTAL ENGINEERING SOLUTIONS COMPANY, LLCNEW CONVENIENCE STORE/ FOODMART2425 HARLESTON DRIVECARMEL, INDIANA 46032210439955 Crosspoint Blvd., Suite 100p (317) 537-2410www.tesco-solutions.comIndianapolis, IN 4625611.16.21