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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-10 BYP HDPE Standard Detail
AS-10 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
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
A
A
Inlet Outlet
Plan View
Internal Baffles
Octagonal Base Plate
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Structural Rail
Riser
Grade (Rim)
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
Swirl Inlet/Outlet
Structural Rail
Internal
Baffles
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Section A-A
Backfill
(Sand or
Crushed
Stone)
Bedding
Undisturbed Soil
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)
* 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]
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.
NO SCALE
ST BMP-1 (AS-10)
MANUFACTURER'S - DETAIL A
DETENTION BASIN BOTTOM = 772.00'
CLASS "A" PRECAST
REINFORCED INLET
INV. ELEV. 772.50'
NO SCALE
2'-6"
3'-6"
PLAN4'-6"6" Ø ORIFICE
TYP
6"
6" Ø ORIFICE TYP6"3'-6" 12"PIPE
12" OUTFALL
BOX
777.10'
TOP INLET
FINISH GRADE
BOLTED TO STRUCTURE
INLET FRAME & GRATE
SECTION
PRECAST REINFORCED
CONCRETE INLET BOX
770.50'
BOTTOM ELEV.
6"
3'-6"
2'-6"
INV. ELEV. 771.00'12"NEENAH R-3455-A
12" OUTFALL
PIPE
COMPACTED SUBGRADE
BASE SET ON 6" OF
#8 OR #2 STONE 6"6" Ø UNDERDRAIN
6" Ø UNDERDRAIN
6" INV. ELEV. 771.00'
6" Ø ORIFICE
INV. ELEV. 771.00'
9" ORIFICE PLATE
OUTFALL STRUCTURE DETAIL - DETAIL F
UNDERDRAIN DETAIL - DETAIL B
NO SCALE
EXTERNAL BAND
6" MIN. #2 STONE
PIPE
KOR-N-SEAL OR
EQUAL EXPANDING
BAND
BOOT
RESILIENT PACKING
TO AVOID SHEAR
PRECAST MANHOLE BOTTOM
EFFECT
TYPE 1: SOIL-TIGHT USING NON-SHRINK
GROUT AND CORRUGATED PIPE
HDPE PIPE UNDERDRAIN
NON-SHRINK GROUT
(SOIL-TIGHT)
PIPE CONNECTION - DETAIL C
INLET OR MANHOLE
4.0 OZ./SYD. GEOTEXTILE
#8 WASHED AGGREGATE
SLOPE
12"1"VARIESSLOPE
10" MINIMUM6" TOPSOIL - SEE PLAN
NO SCALE
PIPE CONNECTION TO MANHOLE - DETAIL E
NO SCALE
25' (SEE PLAN)
TOP OF BANK
ELEV. = 783.00 MAX. WATER SURFACE ELEVATION = 78X.XX'
6" DOUBLE WALL PIPE,
PERFORATED HANCOR Hi-Q,
TYPE 4 PIPE OR EQUIVALENT
PER SECTION 401.01 OF THE
CARMEL STORM WATER
TECHNICAL STANDARDS
NO SCALE
DOWNSPOUT BOOT - DETAIL D
COORDINATE DOWNSPOUT AND
DRAIN LAYOUT WITH FOOTING
CONSTRUCTION. PROVIDE CUTOUT
IN FOOTING AS SHOWN OR AS
REQUIRED.
SEE ARCH.
& STRUC.
PLANS 5'FINISH FLOOR
18"MIN.
AA
24"MAX.
FOOTING
REDUCER AS REQUIRED
SEE ARCH. PLANS FOR
DOWNSPOUT SIZE
C.I. PIPE, SEE
PLAN FOR INV. AT
BUILDING WALLS
8" NO-HUB/ SPIGOT WITH ZURN
MODEL #Z-1445-A-BP
IRON TEE W/ BRONZE PLUG
NON-SHRINK GROUT
FINISH GRADE
NON-SHRINK GROUT
SECTION
TEE-WYE
BUILDING WALL
NON-SHRINK GROUT
(TYPICAL)
SEE ARCH. PLANS FOR
DOWNSPOUT SIZE
PLAN VIEW
"A" = DIAMETER AS SHOWN
CLEANOUT WHERE INDICATED
PERIMETER DRAIN
ON THE PLAN SHEET
PERIMETER DRAIN
BUILDING WALL
CUT AND FORM DOWNSPOUT
AS REQUIRED AND AS APPROVED
TO FIT CLEANOUT HUB.
TEE-WYE
FOOTING BEYOND
CUTOUT
8" PVC
8"DIVISION 33SITE CONTRACTORDIVISION 7CONTRACTORTHE SITE CONTRACTOR SHALL COORDINATE THE
CONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THE
STRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALL
FITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN OR
AS REQUIRED.
COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
PROJECT NUMBER: 2019199.00
INDOOR FACILITY
AT BADGER
FIELDS
CLAY TOWNSHIP
5459 E MAIN STREET
CARMEL, INDIANA
PROJECT ISSUE DATE: 06.08.2020
DRAWN BY: MTP
REV.
NO. DESCRIPTION DATE
11300453
SOI
STATE OF
ORPFE
S NEER N LA E N G IANAINI DERDAHC IIGS
No.
TERED
A
C
NIK.N
DCONSTRUCTION DOCUMENTS
PROJECT MANAGER: CNK
UTILITY DETAILS
SU2.4
10/22/20