HomeMy WebLinkAboutC803 - CONSTRUCTION DETAILSA
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151413121110987654321
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PRELIMINARY
NOT FOR CONSTRUCTION
This drawing is for
review purposes only.
1100 Sycamore Street, Suite 200
Cincinnati, Ohio 45202 - Ph: 513.984.1070
702 N. Capitol Avenue
Indianapolis, Indiana 46204
Ph: 317.636.3980
www.luminaut.com
13295 Illinois Street
Suite 142
Carmel, IN 46032
ENGINEERING, LLC
SNELLING
Ph: (317) 697-0180
www.snellingeng.com
IMI Headquarters
New Build
10901 Illinois St.
Carmel, IN 46032
IN22046
01/18/2023
GSS
SEE PLAN
1 TAC REVISIONS 3/8/23
C803
CONSTRUCTION
DETAILS
INLET TYPE "J" DETAIL
TRENCH DRAIN DETAIL
1'-10"
PVC ROOF DRAIN BEDDING DETAIL
INLET TYPE "A" DETAIL
STORM PIPE
UTILITY CONTRACTOR
1/8 BEND
CONCRETE PAD
8"THICK x 2'-0"
SQUARE BY SITE
CLEAN-OUT PLUG
US FOUNDARY COVER
USF NO. 7261
STORM CLEAN-OUT DETAIL
SECTION BB6"
WIRE MESH @ 0.07 SQ.IN./L.F., AND CLASS II WALL "B".
97 3/4
97 3/4
73 3/4
73 1/2
73 1/2
100
72 7/8
NOTE: REINFORCING SHALL COMPLY WITH ASTMC-76,
60 396530875060
6 1/2
7 1/2
84
78
8
72
66
7
10630
16350
14430
12520
7
6 1/2
5 1/2
6
24
24
34
24
78
78
78
78
21
21
21
21
WALL
(GROVE-OUTLET
END) TONGUE-
INLET END)
5 1/2
4 1/2
3 3/4
3 1/2
3 1/4
2 3/4
2 1/2
2 1/4
21
548
54
42
36 4
33
30
24
27
3
15
18
12
DIA.
2
35 382 1/4 91280
13 1/2
10 1/2
9 1/2
4 1/4
4 3/4
3 3/4
3 1/2
246550
8040 27
5380
4100
21
15
2 1/2
3 3/8
3
2 1/2
3150
2190 12
1620
1930
72
65
63
63
26
35
34 3/4
35
58 1/2
54
43 1/2
48 25 1/2
39 1/4
19 3/4
30
WT.SEC.
2
2 1/2
G/T
1 1/2
6740
990 9
530 4
A
27
27
24
B
46
46
48 7/8
C
61 36 3/4 6 3/4249996
35 11/16
44 13/16
41 15/16
38 5/8
99
99
120
114
99
99
108
102
85
79
73
67
24
24
24
24
8 1/2
9
7 1/4
7 3/4
22 16 1/8 4137342
23 3/4
32 7/8
28 1/8
22 1/16
27 1/4
18 5/16
17 3/4
16 11/16
98 84
90
98 78
72
49
55
43
37
66
60
48
54
34
31
25
28
22
24
22
20
5 3/4
6 1/4
5 1/2
5 1/2
14 1/2
17 1/2
15
14
4 1/2
5 1/2
5
4 1/2
10 1/16
15 1/2
12 1/2
DIA.+1
73 30
73 36
D
24
E
16
19
13
R-1
11
12
R-2
9
3 1/2
4
SKIRT
3 1/2
PER SIDE
1-1/2"R
1/32" TAPER/INCH
WALL
1-1/2"R
SKIRT WALLWALLWALLDIA.A
WALLG/T 3"
BC
DIA. +12'AR-2
BDB A
ER-1
HORIZONTAL FLARE
E
R-1
DIAWALL
HORIZONTAL FLAREDIA
CONCRETE END SECTION DETAIL
22'3'3'
TOP OF BANK
ELEV. 838.0
ELEV. 837.0
3
1 1
3
EMERGENCY SPILLWAY SECTION
TRASH GUARD
NON-CORROSIVE
6" CONCRETE PRECAST
(CLASS 'A' CONCRETE)8"5.02'6"6"24"6"12" RCP OUT INV. 830.50 (NORTH)
7" DIA. ORIFICE INV. ELEV. 833.50 (EAST)
TOP ELEV. 835.52
COMPACTED SUBGRADE
#53 STONE BEDDING
STRUCTURE #ST-1 POND OUTLET
4.5" DIA. ORIFICE INV. ELEV. 830.50 (EAST)
SIDE WALL GRATES BY TRASHRACKS.COM OR
APPROVED EQUAL REQ'D TO COVER ALL ORIFICES.
MOUNT TO STRUCTURE PER MANUFACTURER
RECOMMENDATIONS.3:13:
1
Top of Bank Elev. 838.00
Normal Pool Elev. 830.50
Bottom Elev. 819.50
10'
SAFETY LEDGE
2:12:112"
Lowest Adjacent Street 840± (U.S. 31)
Building F.F. 839.00 (Subsurface Garage)
100-year Elev. 835.52
Erosion Control Matting (all sides)
Compacted clay liner per NRCS
Conservation Practice Standard
Pond Sealing or Lining –
Compacted Soil Treatment,
Oct. 2016 or Latest Edition.
POND CROSS SECTION
"Do Not Mow or Spray" Signage (see sheet C403 for locations)
Not to ScaleC803
04
Not to ScaleC803
05
Not to ScaleC803
01
Not to ScaleC803
03
Not to ScaleC803
07
Not to ScaleC803
06
Not to ScaleC803
08
Not to ScaleC803
09
Not to ScaleC803
02
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date:
Rvwed Rvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl® Concentrator
As Shown
OFlores
9/15/2022Standard Detail
AS-7 BYP CW
AS-7 STD
Aqua-Swirl® Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover Detail
For Non-Traffic Areas Only
NTS
48 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].
Projected View
SCALE 1:80
Plan View
SCALE 1:40
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)
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
Octagonal Base Plate
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
Elevation View
SCALE 1:40
Varies
Varies
Internal Baffles
el. Varies
Inlet/Outlet Invert
el. Varies
el. Varies
Grade (Rim) el. Varies
OutletInletRiser
Ø90 in
[Ø229 mm]
102 in
[2591 mm]
102 in
[2591 mm]
68 in
[1727 mm]
114 in
[2896 mm]
5 in MH Frame
[127 mm]
n30 in
[762 mm]
n30 in
[762 mm]
n30 in
[762 mm]
Rim elevations to
match finish grade.
n90 in
[2286 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.
AS-7 BYP inlet/outlet pipe size ranges from 15 in [381
mm] to 42 in [1067 mm].
AS-7 chamber height may vary from 95 in [2413 mm] to
122 in [3099 mm], depending on inlet/outlet pipe size.
Orientation may vary from a minimum of 90° to a
maximum of 180°.
Manhole Frame and
Cover by Manufacturer.
(See Details)
180°
2
3
4
2
3
4
2
Band Coupler
by Manufacturer.
(as needed)
Lifting Lug
Backfill
Bedding
Undisturbed soil
18 in
[457 mm]
6 in
[152 mm]
Lifting Lug
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date:
Rvwed Rvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl® Concentrator
As Shown
OFlores
9/15/2022Standard Detail
AS-4 BYP CW
AS-4 STD
Aqua-Swirl® Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover Detail
For Non-Traffic Areas Only
NTS
48 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:
2000 lbs [900 kg].
Projected View
SCALE 1:80
Plan View
SCALE 1:40
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)
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
Octagonal Base Plate
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
Elevation View
SCALE 1:40
Varies
Varies
Internal Baffles
el. Varies
Inlet/Outlet Invert
el. Varies
el. Varies
Grade (Rim) el. Varies
OutletInletRiser
Ø54 in
[Ø1375 mm]
66 in
[1676 mm]
66 in
[1676 mm]
68 in
[1727 mm]
104 in
[2642 mm]
5 in MH Frame
[127 mm]
n30 in
[762 mm]
n21 in
[533 mm]
n21 in
[533 mm]
Rim elevations to
match finish grade.
n54 in
[1372 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.
AS-4 BYP inlet/outlet pipe size ranges from 12 in [305
mm] to 27 in [686 mm].
AS-4 chamber height may vary from 92 in [2337 mm] to
107 in [2718 mm], depending on inlet/outlet pipe size.
Orientation may vary from a minimum of 90° to a
maximum of 180°.
Manhole Frame and
Cover by Manufacturer.
(See Details)
180°
2
3
4
2
3
4
2
Band Coupler
by Manufacturer.
(as needed)Lifting Lugs
Backfill
Bedding
Undisturbed soil
18 in
[457 mm]
6 in
[152 mm]
Lifting Lugs
1
1
1
Native Vegetation (all sides)
Wet Mesic Mix from Elev. 830.5 to 838