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3''taft
Date
STANDARD NOTE:,
1. System shall be designed for the following capadties:
Peak Treatment Flow: 3.2 cfs
Sediment Storage: 32 ft
011/Debris Storage: 190 gal.
Please see accompanied Aqua-Swirl
spedflcation notes.
See Site Plan for actual system orientation.
66"
Md.
R ATER MEAT.' Eltil" MID LAJTI 0 NS
2733 I'12% Dthe, Stile 04, Chatlanone, TN 37343
Phone (888) 344-9044 Fax (423) 870-1005
twm.aqueshleldinc.com
Document:
Drawn 0v:
Scale:
Date:
78'
66-
,Plan View,
Manhole Frame Cover Detail
For H-20 Traffic Loading Areas
NTS
PS-4 STD
LZ3
1:20
Vent
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Varies
18" OD Max
Arched Baffles
Octagonal Base Plate
Manhole Frame and
Cover by Manufacture
(See Details)
Grade (Rim)
104"
68"
48"
Phone (888) 344-9044
s ___uashieldinc.00m
Vent
12"
,Section A-A
Pantent N and other Patent Pendind Aqua-Swirl Concentrator Model AS-4 Standard Detail
t
Varies
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
24"
Revision
âĒv t. SK0o
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No,
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f-. 880573
STATE OF i o,
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11-1t4 AL
rft.
TOM WOOD JAGUAR PARKING
Design By
MFH
08/17/04
City of Carmel, Clay Township,
Drawn By
MFH
BMP PLAN
BMP STRUCTURE 720B
General Notes
Concrete Properties
Air Entrained Concrete
Slump 5 inch
Coarse Aggregate 1 inch
Properly Cure Concrete for 5 Days
Compressive Strength at 28 Days 3,000 p.s.i.
Concrete Cover 3 Inch for M Reinforcing Bar
Reinfordng Properties
Reinfordng Bars ASTM A615 Grade 60
Welded Wire Fabric (WWH) ASTM A185 Sheets Only
Design Criteria
H-20 Loadings
Impact Factor 30%
Codes
ACI 318 Building Code for Reinforced Concrete
ASTM F1759 Design of HDPE Chamber for
Subsurface Application
ASTM D2321 Crushed Stone Compaction Criteria
Excavation
Slopes should be constructed in accordance
with OSHA standards. Without any specific details
of excavation depth and material type, excavation
slopes should be no steeper than 2:1 (horizontal-
vertical). 1f steeper slopes are desired, site speclflc
information regarding excavation depth and/or
desired slope heght should be forwarded to the
Engineer.
Rebar Depths
This detail is for bidding purposes only
and should not be used for construction.
Concrete pad must be designed by a PE
using ASTM F-1759 in order to be H-20
Load Compatible.
This is a Sample Detail, Please contact AquaShield, Inc. for more Information
2733 'Canasta Drive, Suite B, Chattanooga, Thl 37343
Phone (888) 344-9044 Fax (423) 870-1005
www.aquashieldinc.com
Top Bars
#5 Bars 4 Spadng
Around Open'
Bottom Bars
(see table)
Aqua-Swirl Stormwater
Treatment System
Typical Concrete/Pavement
Detail for I-1-20 Loading
02 HDPE
Manway
TYPICAL DETAIL FOR TOP BARS
FOR ALL CHAMBER_SIZES
Typ.
Bottorn
(see table)
2 1/2" Concrete
Cover (Typ.)
No Contact Between
HDPE Riser and Frame
0
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PR oil
IM.. A011
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IIIIIIIIIIIIII6211lEIMIIIII
SECTION
Document:
Drawn By:
Scale:
Date:
Top Bars 5's 4"
Spacing and 50" Long
4" Typ.
1-2 112" Typ.
g
zo
PLAN HDPE Swirl Chamber
(Slab AS-4 as shown;
others similar)
Manhole Frame
and Cover
Rim Elevation to
Match Finished Grade
ASTM D2321 Class 1 Crushed
Stone Backfill with 95%
Proctor Density
CONCRETE/PAVEMENT
PAD STANDARD
123
1:40
06/06/02
Rev. Date
3" Pavement
7' Frame
Depth
ASTM D2321 Class II Crushed
Stane Backfill with 90%
Proctor Density
Patent Pending
Description of Revision
Patent Pending
Hamilton County, Indiana
Checked By
AES
Approved By
AES
falcon
ENGINEERING, INC.
13110 Promise Road, Nolotesville, IN 46060
Phone: (317) 841-3141 Fax: (317) 841-9951
Date August 6, 2004
Job No.
Scale
159.0
1' 10'
Sheet No.
8 OF 10