HomeMy WebLinkAboutC812-SITE-DETAILS-Rev.2™
Phone (888) 344-9044 Fax (423) 826-2112
2719 Kanasita Drive, Chattanooga, TN 37343
STORMWATER TREATMENT SOLUTIONS
www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-11 Horseshoe PCS Standard Detail
AS-11 PCS STD
02/03/14
Scale:
Drawn By:
Document:
Date:
TAG
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.
** Orientation may vary from 90°, 180°, or
custom angles to meet site conditions.
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 Backf ill
Plan View
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
Arched
Baffle
Gravel Backfill shall extend at
least 3.5 feet outward from
Swirl Concentrator and for the
full height of the Swirl
Concentrator (including riser)
extending laterally to
undisturbed soils. (See MH
Detail Below)
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Inlet
A
Arched Baffle
Octagonal Base Plate
Outlet
A
Vent
Section A-A
Bedding
Undisturbed Soil
Backfill
4 1/2"
[114 mm]
Cover
Frame
1" [25 mm] Thick
Expansion Joint
30" [762 mm] Material
Riser
#4 [13 mm] Rebar
@ 6" [152 mm]
Each Way 14"
[356 mm]
1/2"
[13 mm]
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)
48"
[1219 mm]
Grade (Rim)
Vent
Slide riser over top ring
and bolt in 4 places
Riser
Rim elevations to match finished
grade. PCS risers should NOT be field
cut by Contractor.
Manhole Frame and
Cover by Manufacturer.
(See Details)
Top Reinforcement
Top Reinforcement
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Swirl Inlet Swirl Outlet
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
ACTUAL CONFIGURATION SHALL BE A TIGHT HORSESHOE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW
DETAIL - AS-11 AND WQ-1 DETAILS
NTS
PLAN VIEW
SECTION A-A
A A
JCT
NTS GLR
8
A
B
7 6 5 4 3 2 1
C
D
E
F
G
H
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
NO DATE DESCRIPTION
REVISION RECORD
1 11/10/17 ISSUED FOR CONSTRUCTION
2 12/08/2017RESUBMITTAL REVISIONS
3 12/22/2017RESUBMITTAL REVISIONS
4 01/15/2018RESUBMITTAL REVISIONS
530 E. Ohio Street · Suite G - Indianapolis, IN 46204 5 01/22/2018BICYCLE STORAGE RESPONSE
317-655-7777 · 877-746-0749
www.cecinc.com
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:
SHEET OF
DRAWING NO.:
172-019
JANUARY 23, 2018
39
DILLON CONSTRUCTION GROUP
MIDTOWN WEST
BARRETT & STOKELY / MERCHANTS BANK
2ND STREET & 3RD AVENUE SW
CARMEL, INDIANA
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STATE OF
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* HAND SIGNATURE ON FILE
6 01/23/2018RESUBMITTAL REVISIONS
SITE DETAILS
C812
35
05/01/18
Nick Mishler