HomeMy WebLinkAboutpg. 09 DetailsSTANDARD NOTE:
1. System shall be designed for the following capacities:
Peak Treatment Flow: 1.8 cfs
Sediment Storage: 20 ft
Oil /Debris Storage: 110 gal.
Please see accompanied Aqua -Swirl
specification notes.
See Site Plan for actual system orientation.
eTO Ft ATE/i TREATMENT SO 1-I.17
2733 Kanasita Drive, Suite A, Chattanooga, TN 37343
Phone (888) 344 -9044 Fax (423) 870 -1005
www.aauashieldinc.corn
Inlet
Document:
02/24/04
Outlet
Manhole Frame Cover Detail
For H -20 Traffic Loading Areas
NTS
Pipe coupling
by Contractor.
12" long Stub -out
by Manufacturer.
Arched Baffles
Varies
16" OD Max
Grade (Rim)
Plan View 68"
Swirl Inlet/Outlet
Arched
Baffles
www.aquashieldinc.com
Section AA
Aqua -Swirl Concentrator Model AS -3 Standard Detail
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
=III =11
111 =111 =11
11- 111=11 I -1
111 =111=111-
11 =111 =111 =1
III =111 =111
11E111=111
111= 111 =11
11= 111 =111_
111 =111 =111
11E111 =111E1
111E111_=111
11`111 =111
111 -111 =1
11111 =1111 II —III —I
l l 1 1 T F l l i i 1 1 -1 l 1 1 1 1 T l 1 1 1 fi 11 1 111 —III
111 =111 11_
=I i 1E11 ^I i Undisturbed SoiI=111 =1 I
1- 111 =111 -1 l i -11 i -1 l i =iii =i 1 i =11 1 =111 =1 I I -1 I
111`11 I-! 1 l- 111 =111 =1 I I- 111- 111 =111= I I I -111=
111 =111 =111 =1 I 1 =1
Bedding
Revision
DETAILS
NATIONAL CITY BANK WESTON PARK
Hamilton County, Indiana
Checked By
AES
Approved By
AES
13110 Promise Road, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
Sheet N