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A PORTION OF SW J, NW d SEC. 19, TWP. 23 N., RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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MATERIALS'
1
5°
Concrete Pipe Division
STC 4501 Precast Concrete Stormceptor
450 U.S. Gallon Capacity)
Cover and Grate
Grade Adjusters To
Suit Finished Grade
4"0 PVC Pipe
Min.15° High
Ill Cap
Outlet
4
TZ-io Inlet 4°0 Oudet
Down Pipe Riser Pipe
Removable)
48"0
Section Thru Chamber
Varies To
Match Grade
Stormceptor
Insert
See Note 2
If Required
4"0 Oil Port
JOutlet
JI Riser Pipe
8" L4nsed Tee Here
Tee Opening to Face Side Wall)
T1... TT'.
Notes:
1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable.
2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port.
3. The Stormeeptor System is protected by one or more of the following U.S. Patents: #4985148,
5498331,#5725760,#5753115,#5849181,#6068765,#6371690.
4. Contact a Concrete Pipe Division representative for further details not listed on this drawing.
STORMCEPTOR DETAIL
1I
WIDTH VARIES REFER TO GRADING PLAN
3 11"
11...
BIIORETENHON SOIL MIX SWILL BE 40% COMPOST AND 60%
AGGREGATE BY VOLUME. PERMEABILITY RATE (ASTM D2434)
SHALL BE 6 IN. HOUR. BOTTOM ELEV - 20.3' /
F.ti V T.
AOS 2 PEAc:...::::y..e.S.Y;...1+:+...).::',:':.:::Y.':.l :.vee':''. '. '.•':.. GRAVEL /COARSE SAND MIXTURE AS FOLLOWS:
30 MM PVC LINER.-.,`.E'-':I-.>`..`".°`'":`.:.`::«:.'% 100% PASSING 1/2 -INCH US STANDARD SIEVE,
H
3° PEA GRAVEL / COURSE SAND MIXTURE (SFE NOTE 2)
80-100% PASSING 3/8 -INCH US STANDARD SIEVE,
BIORETENRON SOIL MIX / 0-50% PASSING NO. 4 US STANDARD SIEVE,
SEE NOTE 1) j / //// 0-4% PASSING NO. 8 S STANDARD SIEVE,
3° GRAVEL FILTER
0-2% PASSING NO. 200 US STANDARD SIEVE
6" SLOTTED PVC PIPE " BLANKET (SEE NOTE 3T 3. GRAVEL FILTER BLANKET SHALL BE WASHED AGGREGATE
SEE NOTE 5) CONFORMING TO AASHTO NO. 57.
SECTION A 4. REFER TO LANDSCAPE PLANS FOR BIORETENIFION CELL
PLANTINGS.
BEEHIVE GRATE
LENGTH VARIES
12" MIN. 5. TIE SLOTTED PIPE INTO OVERFLOW CATCH BASIN IN
6"
REFER TO GRADING PLAN
REFER TO PLAN BIOREI'ENTION CELL
orisAe
J
6" SLOTTED PVC PIPE (SEE
BIORETENTION CELL SECTION B NOTE 5)
Date Plotted: 4/18/2013 12:13:50 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770603-606 By:
3 BOTTOM OF CELL ELEVATION = 20.3' 6" FRE &—
BIORETENTION SOIL MIXTYPE1LCATCHBASIN
DISCHARGES TO STORM SEE NOTE 1
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4" PLATE
PA V
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CRUSHED SURFACING BASE COURSE PER
WSDOT SPEC. 9-03.9(3)
SECTION A
i 1 3/8° \`
3/4° \\\
1/4- SCREW 1/8° \\
lz" D.C..
n
RAISED P TTERN p'S 1/4°1 BAR
DIAMONDI7\PLATE
ANGLE p /
I \ H3. BARS WELDED TO o i
I \ANGLE ®18° O.C. i
1/4° RAISED PATTERN DIAMOND PLATE
EXPANSION JOINT PER PER WSDOT 9-04.1(2)
SIDEWALK
ev
1
v°v°°v
4v
IXPANSIDN JOINT
neo°v e4v v °`b v° PER WSDOT 9-04.1(2)
1
12+ 6"X6" W2.9XW2.9
WELDED WIRE MESH
SECTION B
NOTE:
ALL STEEL PLATES, STRUCTURAL STEEL AND FASTENERS SHALL BE HOT DIP GALVANIZED, UNLESS
OTHERWISE SPECIFIED.
SIDEWALK CUT AND PLATE n
J ,
SCALE: NTS
CITY OF RENTON
Approved Date: Y:
D
Approved by: Date:
Approved by: Date:
SCALE: NTS
2
Approved by: Date:
R-365140
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4" PLATE
PA V
e°n°v° °Oen° e4°B
CRUSHED SURFACING BASE COURSE PER
WSDOT SPEC. 9-03.9(3)
SECTION A
i 1 3/8° \`
3/4° \\\
1/4- SCREW 1/8° \\
lz" D.C..
n
RAISED P TTERN p'S 1/4°1 BAR
DIAMONDI7\PLATE
ANGLE p /
I \ H3. BARS WELDED TO o i
I \ANGLE ®18° O.C. i
1/4° RAISED PATTERN DIAMOND PLATE
EXPANSION JOINT PER PER WSDOT 9-04.1(2)
SIDEWALK
ev
1
v°v°°v
4v
IXPANSIDN JOINT
neo°v e4v v °`b v° PER WSDOT 9-04.1(2)
1
12+ 6"X6" W2.9XW2.9
WELDED WIRE MESH
SECTION B
NOTE:
ALL STEEL PLATES, STRUCTURAL STEEL AND FASTENERS SHALL BE HOT DIP GALVANIZED, UNLESS
OTHERWISE SPECIFIED.
SIDEWALK CUT AND PLATE n
J ,
SCALE: NTS
CITY OF RENTON
Approved Date: Y:
D
Approved by: Date:
Approved by: Date:
SCALE: NTS
2
Approved by: Date:
R-365140
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DATE 10.05.13
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GADO FILE: —11—
SHEET
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JML/JFR
DESIGNED: KJC/JFR
REJIEWED: JJG
Know what's @ OW.
Call before you
TIRE
STORM
DRAINAGE
DETAILS
SHEET
06.06
PERMIT SET
1
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