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STR. #51 OUTLET STRUCTURE DETAIL
NOT TO SCALE
MATE FINISHED
NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X
(1)(Z) INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
I MINIMUM PIPE BURIAL
(2 )VARIABLE INVERT HEIGHTS DEPTH PER PIPE
AVAILABLE (ACCORDING TO MANUFACTURER
PLANS /TAKE OFF) RECOMMENDATION
®VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 24" FOR CORRUGATED HDPE
(ADS N -12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
®WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
GRATE OPTIONS
LOAD RATING
PART #
DRAWING #
PEDESTRIAN
MEETS H -10
2499CGP
7001- 110 -216
STANDARD
MEETS H -20
2499CGS
7001- 110 -217
SOLID COVER
MEETS H -20
2499CGC
7001 - 110 -218
DOME
NIA
2499CGO
7001- 110 -219
DROP IN GRATE
LIGHT DUTY
2401 DI
7001- 110 -075
Aqua -Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
Unless other traffic barriers are present,
bollards shall be placed around access riser(s)
in non - traffic areas to prevent inadvertent
loadling by maintenance vehicles.
r 48" [_:4 )r
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
&DAPTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
ANGLES PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE DESIGNED
VARIABLE 0° - 360° TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
ACCORDING TO LOADING, & OTHER APPLICABLE DESIGN FACTORS,
PLANS
1Q- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05,
®- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 -50 -05
(3)- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
& DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360 °. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING N0, 7001 - 110 -013.
(D VARIABLE SUMP DEPTH
ACCORDING TO PLANS (6" MIN)
4" MIN
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321, BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4 -3 -06
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NO./NAME
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4.3 -06
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE 1:40 SHEET 1 OF 1
If traffic loading (H -20) 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 -inch [25 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 qrade.
Soil 94 [13 mm] Rebar
Soil N @ 6 [152 mm]
Crete
E [e Each Way
In 1i� 3,000 psi [20 MPa]
GIr VII Backfill avel Backfill (min) Concrete
Riser Place small amount of
concrete [3,000 psi [20
Wrap Compressible Expansion Backr1 (9o% Backrn
Joint Material to a minimum P-1 Densay) MPa] (min)] to support Proaor Densty)
1 -inch int mm] thickness around Manhole Frame & Cover Detail and level manhole frame.
top of riser to allow transfer of For Non - Traffic Areas Only DO NOT allow manhole
inadvertent loading from NTS frame to rest upon riser,
manhole cover to concrete slab.
Manhole Frame and
Cover by Manufacturer.
(See Details)
Grade (Rim
cover �• I 4 X2• I
�[ 14• Varies
Frame rL-
t" Thick I
Expansion Joint
30" Riser Material
I
'II il�j�l
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
lil
Plan View
-7
)" PCS Max
pe coupling
Contractor.
?" [305 mm]
ng Stub -out
� Manufacturer.
!d Baffles
nal Base Plate
104" to 110"
Swirl Inlet /Outlet
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Baffles
Agu' Meld
Phone (888)M344- 9044�a
www.aquashieldinc.com
6.0000"
[152 mm]
• Please see accompanied Aqua -Swirl
specification notes.
• See Site Plan for actual system orientation.
/"Im elevations to match finished
grade. PCS risers should NOT be field
cut by Contractor.
5" MH Frame
Slide riser over top ringVaries
and bolt in 4 places 1
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)
as
Backfill
Bedding
Undisturbed Soil
I!I'I I!I_ IL -III:
Section A -A
ua -Swirl Concentrator Model AS -6 CFD PCS Standard Detail
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REVISIONS
SITE
DETAILS
SHEET NO.
C.so3
OF
DATE:
3130 VERONA AVE
DRAWN BY:
BUFORD, GA 30518
Nylo last
PHN (770) 932 -2443
FAX(770)932-2490
JOB N0.
nylop ast use om
TITLE
24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
DWG NO. 7001 - 110.192
REV B
• Please see accompanied Aqua -Swirl
specification notes.
• See Site Plan for actual system orientation.
/"Im elevations to match finished
grade. PCS risers should NOT be field
cut by Contractor.
5" MH Frame
Slide riser over top ringVaries
and bolt in 4 places 1
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)
as
Backfill
Bedding
Undisturbed Soil
I!I'I I!I_ IL -III:
Section A -A
ua -Swirl Concentrator Model AS -6 CFD PCS Standard Detail
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REVISIONS
SITE
DETAILS
SHEET NO.
C.so3
OF
DATE:
05/17/2013
DRAWN BY:
acs
CHK'D BY:
RLN
JOB N0.
2013.00569