HomeMy WebLinkAboutR-398818NE 1/4OFS32, T23 N, R5 E, W.M.
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STORMTECH
UNDERDRAIN DETAIL
NTS
STORMTECH
CHAMBER
UTLET MANIFOLD
FOUNDATION STONE
BENEATH CHAMBERS
ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
STORMTECH
END CAP
FOUNDATION STONE
BENEATH CHAMBERS
ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE -
�� ENGINEER
4' (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS
6" (150 mm) TYP FOR SC-740. DC-780, MC-3500 ,% MC-4500 SYSTEMS
MC -SERIES END CAP INSERTION DETAIL
NTS
12' (300 mm) MIN INSERTION
MANIFOLD STUB
MANIFOLD HEADER
I! f
12' (300 mm) I_ 12" (300 mmy
MIN SEPARATION IIIR T` MIN INSERTION
1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
STORMTECH END CAP
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
DUAL WALL
PERFORATED
HDPE
U N DERDRAIN
SECMN B-B
12" (300 mm)
MIN SEPARATION
O
MANIFOLD HEADER
MANIFOLD STUB
MC-3500 TECHNICAL SPECIFICATION
VALLEY
STIFFENING RIB
CREST
STIFFENING RIB
L UPPER JOINT CORRUGATION
BUILD ROW IN THIS DIRECTION>
45.0"
(1143 mm}
i
77.D'
(1956 mrn
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)
CHAMB E R STORAG E
MINIMUM INSTALLED STORAGE'
WEIGHT
Nis
CREST
WEB
LOWER .IOINT
CORRUGATION
FOOT
45.0"
(1143mm}
77.0
1 "
(1958 mmj
77,0" X 45.0" X 85-0' (1956 mm X 1143 mm X 2184 mm)
109.9 CUBIC FEET (3.11 m')
178.0 CUBIC FEET (S,Da 0)
135.0Ibs. (61.2 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 22.5' (1956 mm X 1143 mm X 571 mm)
END CAP STORAGE 14.9 CUBIC FEET (0.42 m')
MINIMUM INSTALLED STORAGE' 46.0 CUBIC FEET (1.30 rw,)
WEIGHT 50.DIbs. (22.7kg)
'ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,
12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'B'
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH -r
END CAPS WITH A WELDED CROWN PLATE END WITH "C"
ENE) CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
PART #
STUB
B
C
MC35001EPP06T
6• (150 mm]
33.21" (844 mmI
—
MC35DOIEPPO68
—
4.66" (17 mm)
MC35001EPPG8T
g, (?QO mm)
31.16" (791 mm)
MC35DOIEPP088
—
0.81" (21 mm)
MC35001EPP10T
10' {?50 mm]
29,04' (738 mm)
—
MC-35DOIEPP708
—
0.93" (24 mm]
MC360018PP12T
12• (304 mm)
26,36' (67D mm)
MC35DDIEPP128
—
1,35" (34 mm)
MC35001EPP15T
5.(375 mm)
23,39" (594 mm)
MC35DOIEPP158
—
1,50"(38mm)
MC35001EPP18TC
18' (450 mm)
2D.03" (509 mrnj
—
MC35001EPP18TW
MG3500]EPPI8BG
—
1.77"(45mm)
MC35091EPP188VV
MC35001EPP24TC
24" (SDp mm)
14.48" (360 mm)
—
MC350DIEPP24TW
MG3500] EP P24 BG
—
2.0fi"(52mm)
MC350CIEPP246W
MC35001EFP30BG
30" (750 mm)
—
2.75" (T0 mm)
NOTES ALL DIMENSIONS ARE NOMINAL
STORMTECH CHAMBERS
NTS
gAY
90.0" (2286 mm)
ACTUALLENGTH
22,5"
(571 mm)
INSTALLED
25.7"
(653 mmj
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-800 mm) SIZE ON SIZE
AND I E 48" (315.1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC 3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE,
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SHEET
5 OF 5
SURVEYED: SCALE:
WRH A
DESIGNED: AS SHOWN
LRR
48855 DRAWN:
ADO GIST �C�4 CMD ONE INCH
�E �1�
CHECKED:
'IONAL 5'S, AT FULL SCALE
WFF IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
ENGINEER'S RECORD
DRAWING CERTIFICATION
SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S
RECORD DRAWING CERTIFICATION NOTE
CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON DENTAL ARTS
17816 108TH AVE SE
RECORD DRAWINGS
STORM DRAINAGE DETAILS
09
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DATE:
04/12/2019
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PAGE:
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DRAWING NO:
C-6.6
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SHEET: OF,
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