HomeMy WebLinkAboutC804 - SITE DETAILS2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date:6/26/2019
Rvwed Rvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl XCelerator
As Shown
OFlores
Aqua-Swirl Stormwater Treatment System
Standard Detail
XC-7 CCW STD
XC-7 STD
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS
4 in
[1219 mm] Min.
Gravel Backfill
Concrete
Wrap Compressible Expansion
Joint Material to a minimum
1/2-inch [13 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Riser
Soil
Cover
Frame
1/2 in
[13 mm]
1/2 in
[13 mm]
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.
Backfill (90%
Proctor Density)
8 in
[203 mm]
4 1/2 in
[114 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.
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
Cover
Frame
48 in[1219 mm] Min.
Backfill (90%
Proctor Density)
3,000 psi [20 MPa]
(min) Concrete
#4 [13 mm] Rebar
@ 6 in [152 mm]
Each Way
30 in [762 mm]
Riser
1/2 in[13 mm]
4 1/2 in[114 mm]
14 in[356 mm]
1/2 in [13 mm] Thick
Expansion Joint
Material
If traffic loading (HS-25) 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
1/2-inch [13 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.
Please see accompanied Aqua-Swirl specification notes. See Site
Plan for actual System orientation. Approximate dry (pick) weight:
3800 lbs [1700 kg].
Backfill shall extend at least 18
inches [457 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)
Backfill
Bedding
Undisturbed soil
18 in
[457 mm]
6 in
[152 mm]
1
1
As an alternative, 42 in [1067 mm] diameter, HS-20/25
rated precast concrete rings may be substituted. 14 in
[356 mm] thickness must be maintained.
XC-7 inlet/outlet pipe size ranges up to 42 in [1067 mm].
XC-7 chamber height may vary up to 151 in [3835 mm],
depending on inlet/outlet pipe size.
Orientation may vary from a minimum of 90° to a
maximum of 180°. Clockwise or counterclockwise
orientation as needed.
2
3
3
2
Plan View
SCALE 1:40
96 in
[2438 mm]
96 in
[2438 mm]
n42 in
[1067 mm]
n42 in
[1067 mm]
2
Octagonal Base Plate
Ø84 in
[Ø2137 mm]
Elevation View
SCALE 1:40
85 in
[2159 mm]
151 in
[3835 mm]
[1067 mm][940 mm]
5 MH Frame
[127 mm]
n30 in
[762 mm]
Band Coupler
by Manufacturer.
(as needed)Riser
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to
match finish grade.
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
4
4
el. Varies
Inlet/Outlet Invert
el. Varies
el. Varies
Grade (Rim) el. Varies
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
180° n84 in
[2134 mm]
Projected View
SCALE 1:70
Optional inlet
orientations available
(See note 4)
*ACTUAL CONFIGURATION PER THE PLAN TO BE PROVIDED BY CONTRACTOR AND SHALL BE SUBMITTED FOR REVIEW
DETAIL 401 - STRUCTURE 101 DETAILS
FRONT VIEW
SIDE VIEW
OUTLET
DETAIL 405 - TYP. NATIVE VEGETATED SWALE BMP
NOTES:
VEGETATIVE SWALE
NOTES:
WEST SWALE
SITE DETAILS
C804
DETAIL 407 - RIP RAP APRON
DO NOT MOW
DO NOT SPRAY
STORMWATER
MANAGEMENT FACILITY
DETAIL 409 - STORMWATER MANAGEMENT
FACILITY AREA SIGN DETAIL
DETAIL 402- NATIVE DRY POND BMP SECTION
DETAIL 406 - AQUA SWIRL XC-7 DETAIL
DETAIL 403 - NORTH DRY POND
EMERGENCY OVERFLOW WEIR
DIMENSIONS
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL
COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
PROJECT NO.
SEAL | DATE
18104.00
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
55 4TH Ave. SE
Carmel, IN 46032
317-814-3900
CARMEL CLAY PUBLIC LIBRARY
Carmel Clay
Public Library
Renovation
55 4th Ave SE
Carmel, IN 46032
Structural Engineer
10 Shoshone Drive
Carmel, IN 46032
317-818-1912
CE Solutions
1344 South Rangeline, Suite 202
Carmel, IN 46032
317-344-8044
KBSO Consulting, LLC
530 E. Ohio Street, Suite G
Indianapolis, IN 46204
317-655-7777 Project Number 191-706
Civil & Environmental Consultants, INC
Technology Design
Garage Consultant
1650 East 49th Street
Indianapolis, IN 46205
317-536-8000
Design 27
6602 East 75th Street, Suite 210
Indianapolis, IN 46250
317-842-6890
Walker Consultants
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
DESIGN DEVELOPMENT ESTIMATE
PACKAGE
1 4/13/2020
TAC COMMENT RESPONSE2 5/14/2020
95% CD PACKAGE3 6/25/2020
TAC COMMENT RESPONSE4 7/7/2020
100% CD PACKAGE5 7/14/2020
ADDENDUM #16 8/3/2020
ADDENDUM #27 8/11/2020
TAC COMMENT RESPONSE 9/14/20208
DETAIL 408 - MODULAR BLOCK RETAINING
WALL
DETAIL 404 - 8 IN - 30 IN PERFORATED INLINE DRAIN WITH
STANDARD GRATE QUICK SPEC INSTALLATION DETAIL