HomeMy WebLinkAbout[1] C501 DETAILS6" CONCRETE SLAB DETAIL
TYPICAL PAVEMENT SECTION
CONCRETE STOOP DETAIL
(ADJACENT TO SIDEWALK)
CONCRETE STOOP DETAIL
FIRE HYDRANT ASSEMBLY
TYPICAL CONSTRUCTION FOR
LATERAL CONNECTIONS
TYPE 1, 2 & 3
™
Phone (888) 344-9044 Fax (423) 826-2112
STORMWATER TREATMENT SOLUTIONS
www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-4 PCS Standard Detail
AS-4 PCS STD
02/05/15
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.
** Orientation may vary from 90°, 180°, or
custom angles to meet site conditions.
12"
[305 mm] PCS Max
A
Inlet66"
[1676 mm]
12"
[305 mm] PCS Max
66"
[1676 mm]
Outlet
A
Ø54"
[Ø1372 mm]
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Vent
Arched Baffle
Octagonal Base Plate
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Vent
Arched
Baffle
Slide riser over top ring
and bolt in 4 placesRiser
68"
[1727 mm]
104"
[2642 mm]
Swirl Inlet Swirl Outlet
Bedding
Undisturbed Soil
Backfill
6"
[152 mm]
18"
[457 mm]
Section A-A
Plan View
Grade (Rim)
30"
[762 mm]
Rim elevations to match finished
grade.
Manhole Frame and
Cover by Manufacturer.
(See Details)5"
[127 mm] MH Frame
Varies
90°**
Varies
Backfill shall extend at least 18
inch [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)
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
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"
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Note: AS an alternative, 42-inch OD, HS-25
rated precast concrete rings may be
substituted. 14-inch thickness must be
maintained.
DIVERSION STRUCTURE DETAIL
STR. NO. 1.6 OUTLET CONTROL STRUCTURE
PRECAST CONCRETE WHEEL STOP
C501 DETAILSCKD.DR.DES.DATEPROJECT No:REVISIONDATENo.PROSCENIUM II1215 SOUTH RANGELINE ROADCARMEL, INDIANA333 North Alabama StreetSuite 200Indianapolis, IN 46204317.299.7500FAX: 317.291.5805Preliminary
01/09/2022 1:57:21 PM