HomeMy WebLinkAbout2017.02968.CE.C600.SD-C601.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-7 BYP PCS Standard Detail
AS-7 PCS STD
01/06/15
Scale:
Drawn By:
Document:
Date:
JCW
1:30
U.S. Patent No. 6524473 and other Patent Pending
5 3/8"
[137 mm]
5/8"
[15 mm]
1 3/16"
[30 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1 3/16"
[30 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
57 5/8"
[1463 mm] Min.
14 3/8"
[366 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
9 5/8"
[244 mm]
Gravel Backfill Gravel Backfill
5 3/8"Cover
Frame
1" [25 mm] Thick
Expansion Joint
Material30" [762 mm]
Riser
#4 [13 mm] Rebar
@ 6" [152 mm]
Each Way 16 13/16"5/8"
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)
57 5/8"
Internal
Baffles
Slide riser over top ring
and bolt in 4 places
Riser
114"
[2896 mm]
to
122"
[3099 mm]
Swirl Inlet/Outlet
Grade (Rim)
30"
[762 mm]
Rim elevations to match finished
grade.Manhole Frame and
Cover by Manufacturer.
(See Details)
VariesVaries
68"
[1727 mm]
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
6"
[152 mm]
18"
[457 mm]
Section A-A
Plan View
96"
[2438 mm]
96"
[2438 mm]
Outlet
A
Internal Baffles
Octagonal Base Plate
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Ø84"
[Ø2134 mm]
5"
[127 mm] MH Frame
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
A
Inlet 42"
[1067 mm] PCS Max
* 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.
Note: As an alternative, 42-inch OD, HS-20/25
rated precast concrete rings may be substituted.
14-inch thickness must be maintained.
180°**PLOT DATE: 6/25/2020 8:40 AMPLOT SCALE: 1:2.5849EDIT DATE: 6/25/2020EDITED BY: NHORGANDRAWING FILE: P:\2017\02968\D. Drawings\Civil\Construction Documents\2017.02968.CE.C600.SD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
REVISION SCHEDULE
NO.DESCRIPTION DATE
08/09/2019
PERMITTING
2017.02968
CARMEL MEDICAL
ARTS PAVILION
12174 N. MERIDIAN ST.
CARMEL, INDIANA
111 Congressional Blvd. , Suite 300
Carmel, Indiana 46032
C601
SITE DETAILS