HomeMy WebLinkAboutC603 - STORM DETAILS (V2)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
18094
Rev. #Revision
Description
Issue
Date
C603
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 WATER
SEWER DETAILS
1
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date:6/26/2019
Rvwed Rvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl XCelerator
As Shown
OFlores
Aqua-Swirl Stormwater Treatment System
Standard Detail
XC-5 CCW STD
XC-5 STD
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS
4 in
[1219 mm] Min.
Gravel Backfill
Concrete
Wrap Compressible Expansion
Joint Material to a minimum
1/2-inch [13 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Riser
Soil
Cover
Frame
1/2 in
[13 mm]
1/2 in
[13 mm]
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.
Backfill (90%
Proctor Density)
8 in
[203 mm]
4 1/2 in
[114 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.
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
Cover
Frame
48 in[1219 mm] Min.
Backfill (90%
Proctor Density)
3,000 psi [20 MPa]
(min) Concrete
#4 [13 mm] Rebar
@ 6 in [152 mm]
Each Way
30 in [762 mm]
Riser
1/2 in[13 mm]
4 1/2 in[114 mm]
14 in[356 mm]
1/2 in [13 mm] Thick
Expansion Joint
Material
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
1/2-inch [13 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.
Please see accompanied Aqua-Swirl specification notes. See Site
Plan for actual System orientation. Approximate dry (pick) weight:
2200 lbs [1000 kg].
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)
Backfill
Bedding
Undisturbed soil
18 in
[457 mm]
6 in
[152 mm]
1
1
As an alternative, 42 in [1067 mm] diameter, HS-20/25
rated precast concrete rings may be substituted. 14 in
[356 mm] thickness must be maintained.
XC-5 inlet/outlet pipe size ranges up to 30 in [762 mm].
XC-5 chamber height may vary up to 111 in [2819 mm],
depending on inlet/outlet pipe size.
Orientation may vary from a minimum of 90° to a
maximum of 180°. Clockwise or counterclockwise
orientation as needed.
2
3
3
2
Plan View
SCALE 1:40
72 in
[1829 mm]
72 in
[1829 mm]
n30 in
[762 mm]
n30 in
[762 mm]2
Octagonal Base Plate
Ø60 in
[Ø1527 mm]
Elevation View
SCALE 1:40
63 in
[16 mm]
111 in
[2819 mm]
[914 mm][787 mm]
5 MH Frame
[127 mm]
n30 in
[762 mm]
Band Coupler
by Manufacturer.
(as needed)
Riser
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to
match finish grade.
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
4
4
el. Varies
Inlet/Outlet Invert
el. Varies
el. Varies
Grade (Rim) el. Varies
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
180°
n60 in
[1524 mm]
Projected View
SCALE 1:70
Optional inlet
orientations available
(See note 4)
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date:6/26/2019
Rvwed Rvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl XCelerator
As Shown
OFlores
Aqua-Swirl Stormwater Treatment System
Standard Detail
XC-6 CCW STD
XC-6 STD
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS
4 in
[1219 mm] Min.
Gravel Backfill
Concrete
Wrap Compressible Expansion
Joint Material to a minimum
1/2-inch [13 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Riser
Soil
Cover
Frame
1/2 in
[13 mm]
1/2 in
[13 mm]
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.
Backfill (90%
Proctor Density)
8 in
[203 mm]
4 1/2 in
[114 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.
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
Cover
Frame
48 in[1219 mm] Min.
Backfill (90%
Proctor Density)
3,000 psi [20 MPa]
(min) Concrete
#4 [13 mm] Rebar
@ 6 in [152 mm]
Each Way
30 in [762 mm]
Riser
1/2 in[13 mm]
4 1/2 in[114 mm]
14 in[356 mm]
1/2 in [13 mm] Thick
Expansion Joint
Material
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
1/2-inch [13 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.
Please see accompanied Aqua-Swirl specification notes. See Site
Plan for actual System orientation. Approximate dry (pick) weight:
3000 lbs [1400 kg].
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)
Backfill
Bedding
Undisturbed soil
18 in
[457 mm]
6 in
[152 mm]
1
1
As an alternative, 42 in [1067 mm] diameter, HS-20/25
rated precast concrete rings may be substituted. 14 in
[356 mm] thickness must be maintained.
XC-6 inlet/outlet pipe size ranges up to 36 in [914 mm].
XC-6 chamber height may vary up to 128 in [3251 mm],
depending on inlet/outlet pipe size.
Orientation may vary from a minimum of 90° to a
maximum of 180°. Clockwise or counterclockwise
orientation as needed.
2
3
3
2
Plan View
SCALE 1:40
84 in
[2134 mm]
84 in
[2134 mm]
n36 in
[914 mm]
n36 in
[914 mm]
2
Octagonal Base Plate
Ø72 in
[Ø1832 mm]
Elevation View
SCALE 1:40
74 in
[188 mm]
128 in
[3251 mm]
[1067 mm][940 mm]
5 MH Frame
[127 mm]
n30 in
[762 mm]
Band Coupler
by Manufacturer.
(as needed)Riser
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to
match finish grade.
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
4
4
el. Varies
Inlet/Outlet Invert
el. Varies
el. Varies
Grade (Rim) el. Varies
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
180°
n72 in
[1829 mm]
Projected View
SCALE 1:70
Optional inlet
orientations available
(See note 4)
This is a sample detail, please contact AquaShield, Inc. for more information.
1. Where high groundwater elevations are present or anticipated,
Contractor shall supply concrete anti-floatation pad and pour around the
octagonal base plate of the swirl (as shown) to prevent buoyancy.
GENERAL NOTES:
Hc
Varies
(10"
[254 mm]
min)
Description of Revision
Treatment System
Aqua-Swirl Stormwater
Anti-Floatation Ring Detail www.aquashieldinc.com
Phone (888) 344-9044 Fax (423) 826-2112
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
STORMWATER TREATMENT SOLUTIONS
U.S. Patent No. 6524473
Scale:
Date:
Drawn By:
Document:Rev. DateConcrete Pad Detail
JCW
04/21/15
NTS
Concrete
Anti-Floatation Pad
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Wc
Varies
Gravel
Backfill
Gravel
Backfill
Undisturbed
Soil
Undisturbed
Soil
Grade (Rim)
Bedding
Wc
Varies
Wc
Varies
May also be a square
pad of width = Wc
Aqua-Swirl
Chamber
Octagonal Base Plate
Octagonal
Base Plate
Concrete
Anti-Floatation Pad
Rim elevations to match finished
grade.
Manhole Frame and
Cover by Manufacturer
Riser
Aqua-Swirl
Chamber
Plan View
Section A-A
A A
USE THIS FOR XCELERATOR UNITS
2 DIVERSION MANHOLE STRUCTURE 742
NOT TO SCALE 3 4
7' Ø MANHOLE
DIVERSION MANHOLE STRUCTURE 772
NOT TO SCALE
DIVERSION MANHOLE STRUCTURE 712
NOT TO SCALE
7' Ø MANHOLE 7' Ø MANHOLE
1 ADDENDUM # 3 12/20/2019
1
1