HomeMy WebLinkAboutC603 - STORM DETAILS™
Phone (888) 344-9044 Fax (423) 826-2112
2705 Kanasita Drive, Chattanooga, TN 37343
STORMWATER TREATMENT SOLUTIONS
www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-6 CFD PCS Standard Detail
AS-6 PCS STD
01/20/11
Scale:
Drawn By:
Document:
Date:
JCW
1:20
U.S. Patent No. 6524473 and other Patent Pending
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system orientation.
Backfill shall extend at least 18
inches [457 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)
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Arched
Baffles
Slide riser over top ring
and bolt in 4 places
Riser
Swirl Inlet/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)
Plan View
Outlet
A
Arched Baffles
Octagonal Base Plate
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
4.50""
[114 mm]
0.50""
[13 mm]
1.00""
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1.00""
[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
4'"
[1219 mm] Min.
1'"
[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 Concrete8.00""
[203 mm]
Gravel Backfill Gravel Backfill
Cover
Frame
1" [25 mm] Thick
Expansion Joint
Material30" [762 mm]
Riser
#4 [13 mm] Rebar
@ 6" [152 mm]
Each Way
3,000 psi [20 MPa]
(min) Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
If traffic loading (H-20) 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)
Aqua-Swirl Polymer Coated Steel (PCS) Stormwater
Treatment System
A
Inlet
™
Phone (888) 344-9044 Fax (423) 826-2112
2705 Kanasita Drive, Chattanooga, TN 37343
STORMWATER TREATMENT SOLUTIONS
www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-7 CFD PCS Standard Detail
AS-7 PCS STD
01/20/11
Scale:
Drawn By:
Document:
Date:
JCW
1:30
U.S. Patent No. 6524473 and other Patent Pending
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system orientation.
4.50""
[114 mm]
0.50""
[13 mm]
1.00""
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1.00""
[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
4'"
[1219 mm] Min.
1'"
[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 Concrete8.00""
[203 mm]
Gravel Backfill Gravel Backfill
Cover
Frame
1" [25 mm] Thick
Expansion Joint
Material30" [762 mm]
Riser
#4 [13 mm] Rebar
@ 6" [152 mm]
Each Way
3,000 psi [20 MPa]
(min) Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
If traffic loading (H-20) 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)
Vent
Arched
Baffles
Slide riser over top ring
and bolt in 4 places
Riser
Swirl Inlet/Outlet
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)
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Backfill shall extend at least 18
inches [457 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)
Bedding
Undisturbed Soil
Backfill
Section A-A
Plan View
Outlet
A
Vent
Arched Baffles
Octagonal Base Plate
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Aqua-Swirl Polymer Coated Steel (PCS) Stormwater
Treatment System
A
Inlet
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSNEW ELEMENTARY SCHOOLSDrawing Title:
11-19-19 SO MK
19012L
C603Bollard Detail
Document:
Drawn By:
Date:
Scale:
Concrete Rev. Date CAD Op.
12/10/02
NTS
LZJ
Description of Revision™
Phone (888) 344-9044 Fax (423) 870-1005
2733 Kanasita Drive, Suite B, Chattanooga, TN 37343
www.aquashieldinc.com
STORMWATER TREATMENT SOLUTIONS
Conc. Top To Be
1½" Thick At Center
And Conc. Must Over
Lap Edge of Pipe.
6" Dia. STL. Pipe fill
w/Conc.
Finish Grade
2 - #4 Bars,
1'-6" LG.
2' - 0" Dia. Conc.
Encasement
Swirl Unit
OutSide Diameter
Scale:
Date:
Drawn By:
Document:
STORMWATER TREATMENT SOLUTIONS
www.aquashieldinc.com
2733 Kanasita Drive, Suite B, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 870-1005
Bollard Detail
™Description of RevisionRev. Date
LZJ
NTS
12/10/02
Concrete CAD Op.
BOLLARD (TYP.)
SEE ADJACENT DETAIL.
SCALE: NONE
24" min.
CONCRETE COLLAR FOR CASTINGS WITHIN ASPH.
6" min.
SECTION A-A
CONCRETE COLLAR
ROUND CASTING CASTING SQUARE CASTING
CONCRETE 24" min.
WITHIN ASPHALT AREAS
CONCRETE COLLAR
CJCJ
CONTROL JOINTS
CJ
CJ
NOTES:
ALL INLET CASTINGS SHALL HAVE "NO DUMPING DRAINS TO STREAM" AND A FISH SYMBOL CAST INTO
TOP OF CASTING.
1.
STORM
DETAILS
1