HomeMy WebLinkAboutC602.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 HDPE Standard Detail
AS-7 STD
03/20/15
Scale:
Drawn By:
Document:
Date:
JCW
1:30
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl High Density Polyethylene (HDPE)
Stormwater Treatment System
* 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.
32"
[813 mm] ODGrade (Rim)
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
Varies Riser
Swirl Inlet
Structural Rail
Gravel Backfill shall extend at
least 2 feet [610 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)
Section A-A
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
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
102"
[2591 mm]
106"
[2692 mm]InletOutlet
Vent
16"
[406 mm] OD Max
Plan View
Ø93 3/8"
[Ø2372 mm]
Arched Baffle
Octagonal Base Plate
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Structural RailA
A
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
16"
[406 mm] OD Max
90° **
Backfill
(Sand or
Crushed
Stone)
Bedding
Undisturbed Soil
24"
[610 mm]
12"
[305 mm]
Vent
Arched
Baffle
Swirl Outlet
114"
[2896 mm]
68"
[1727 mm]
4 1/2"
[114 mm]
Gravel Backfill
1/2"
[13 mm]
1"
[25 mm]
Manhole Frame & Cover Detail
NTS
For H-20 Traffic Loading Areas
Concrete
Paving
1"
[25 mm]
Wrap Compressible Expansion
Joint Material to a minimum
1-inch [25 mm] thickness around
top of riser to allow transfer of
traffic loading from manhole
cover to concrete slab.
Backfill (90%
Proctor Density)
Support and Level
manhole frame with
concrete pad. DO NOT
allow manhole frame to
rest upon HDPE riser.
Riser
Frame
Cover
Gravel Backfill
Concrete
Paving
3"
[76 mm] Typ.
12"
[305 mm]12"
[305 mm]
If traffic loading (H-20) is required or anticipated, a concrete
pad must be placed over the entire Stormwater Treatment
System per concrete design as calculated by Engineer.
Sample details of concrete pad available upon request.
PART #STUB A
SC160IEPP
6" (150 mm)0.66" (16 mm)
8" (200 mm)0.80" (20 mm)
SC160IEPP08 8" (200 mm)0.96" (24 mm)
ALL STUBS ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE
DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR
ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694.
NOTE: ALL DIMENSIONS ARE NOMINAL
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)25.0" X 12.0" X 85.4" (635 mm X 305 mm X 2169 mm)
CHAMBER STORAGE 6.85 CUBIC FEET (0.19 m³)
MINIMUM INSTALLED STORAGE*16.0 CUBIC FEET (0.45 m³)
WEIGHT 24.0 lbs.(10.9 kg)
*ASSUMES 6" (152 mm) ABOVE, 6" (152 mm) BELOW, AND STONE BETWEEN CHAMBERS WITH 40% STONE POROSITY.
25.0"
(635 mm)
12.0"
(305 mm)
90.7" (2304 mm) ACTUAL LENGTH
85.4" (2169 mm) INSTALLED LENGTH
OVERLAP NEXT CHAMBER HERE
(OVER SMALL CORRUGATION)
BUILD ROW IN THIS DIRECTION
START END
SC-160LP TECHNICAL SPECIFICATION
NTS
4.4"
(112 mm)
A
11.7"
(297 mm)
18.6"
(472 mm)PLOT DATE: 6/19/2019 12:57 PMPLOT SCALE: 1:2.5849EDIT DATE: 3/19/2019EDITED BY: KCANTERDRAWING 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
02/19/2019
----
2017.02968
CARMEL HOTEL,
OFFICE AND
GARAGE
DEVELOPMENT
12166 N. MERIDIAN ST.
CARMEL, INDIANA
APPROVAL PENDINGNOT FOR CONSTRUCTIONC602
SITE DETAILS