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COLLAR
STORMFILTER
CARTRIDGE TYP,
FILTRATI,
BAY INLET T`
F
KIT
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2111 214" 21-411
INSIDE RIM INSIDE RIM INSIDE RIM
7--l"
OUTSIDE RIM
91
PLAN VIEW
r�vv�v� r L -vv b
ON WEIR WALL
SECTION A -A
CONCRETE COLLAR
AND REBAR TO MEET
HS20 IF APPLICABLE BY
Ae-Tr)D
ACCESS COVER
OPTIONAL SLOPED LID
CORNER ELEVATIONS TO BE
SPECIFIED BY ENGINEER
GRADE=237.45
PERMANENT
POOL ELEVATION
a�
v
RTRIDGE
PPORT TYP.
BASIN FOOT
(TYP. OF 4)
FLOATABLES BAFFLE
PERMANENT
POOL LEVEL
FINISHED GRADE
=11III=III=III=III= --
-�
-Ill l i=1 lQ
.1�
FILTRATION
BAY INLET
5"—
Q2=0.03 cfs
INLET 1211 (IE=234.11)
GRADE=237.45
LIFTING EYE
(TYP. OF 4) �n
WEIR WALL CV)
5"
FLOW
OUTLET 12" (IE=234.00)
2'-0"
INSIDE
2'-OY2"
OUTSI— "
SECTION B -B
CONTECH 2 -CARTRIDGE STORMFILTER CATCH BASIN
CALL 811 BEFORE YOU DIG!
FRAME AND VANED GRATE
BASE SECTION
NOTES
1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN
ESTABLISHED AND UNTIL. PERMISSION THERFAFTER IS
GIVEN BY THE ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
x-05 3s.
2. SHIMS $HALL NOT BE USED TO SET FRAME TO GRADE.
THE USE OF SHIMS IS PROHI6 TED
3. MORTAR SHALL BE PLACED BETWEEN AUJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4 THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED Thi CREATE A RUNNING BOND OR,4
BOND
H BLIC lAORKSZ CATCH BASIN INSTALLf TION
1)EPAR.'AI+ NT
L.
00 0
OFFE NGINEERS
�,o P ro o6
q° y°�
13932 SOUTHEAST 159TH PLACE o
°
RENTON, WASHINGTON 98058 0 e °
27460
PHONE: 425-260-3412 �o•'�F 0:
SFS�/STE;�:
CONTACT: DARRELL OFFE, P.E. S/ONAL • �'
04/21/2015
OUTLET PIPE
FROM FLOWKIT
CATCHBASIN FOOT
(TYP. OF 4)
'..f k- Ni-) f- 4
STD. PIAN - 202.00
CEO,
,:rr rR'ta t r�tF ri rani `Yit is 3r�4 hf^��ii
r-.
F ItGMU. t €Pv 59AME NTAC a
f�iitlNETf:R .'
`BaE `_^-€ lel At t; „ A 0 1W BASE MLJS,
BE GWOU1F. T:? THE' 'BOTTOM NREA OF THS
' .
fiL- €U , N1':+3T SII
ADJUSTMENT SECTION
oti ,
BASE SECTION
NOTES
1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN
ESTABLISHED AND UNTIL. PERMISSION THERFAFTER IS
GIVEN BY THE ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
x-05 3s.
2. SHIMS $HALL NOT BE USED TO SET FRAME TO GRADE.
THE USE OF SHIMS IS PROHI6 TED
3. MORTAR SHALL BE PLACED BETWEEN AUJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4 THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED Thi CREATE A RUNNING BOND OR,4
BOND
H BLIC lAORKSZ CATCH BASIN INSTALLf TION
1)EPAR.'AI+ NT
L.
00 0
OFFE NGINEERS
�,o P ro o6
q° y°�
13932 SOUTHEAST 159TH PLACE o
°
RENTON, WASHINGTON 98058 0 e °
27460
PHONE: 425-260-3412 �o•'�F 0:
SFS�/STE;�:
CONTACT: DARRELL OFFE, P.E. S/ONAL • �'
04/21/2015
OUTLET PIPE
FROM FLOWKIT
CATCHBASIN FOOT
(TYP. OF 4)
'..f k- Ni-) f- 4
STD. PIAN - 202.00
1 ,T a
r
a�9 tet'
""At: ri,i r t:,D' m
t i
•„f Ls�
be af'],l s,te to be Irc
E
€:ter= wit € t w e curb
e:
INSTALLATION
...y y .:.:_::
CATCH BASINS
•r- ` +� : ii if ,.o y
• 11 � IIS 1
SSI��DSURVEY&MAPPING SCALE
-
SITE .
SCALE
DESIGNED:
D. L. C, rE, P. E.
DRAWN:
D.L. OFFE, P.E. ONE WCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE 1APPR APPROVED: SCALE ACCORDINGLY
VEarrcu: NAVD IM
HOWONTAL: NO 1 saes/ 1 sass 1
DATUM
CRANE AND VANED GRATE
r.�
�... u1"
O 43 qAR P(X)FIS FOR ir �WK;Hf
RECTANGULAR ADJUSTMENT SECTION
.� • r rx S ev ,y
1 ' •`t
PRECAST BASE SECTION
PIPE ALLOWANCES
CEO,
PIPE MATEtRiAL
i
f�iitlNETf:R .'
__ ..HmAVE
ANG GFt-47L
' .
yj. l+ -ta• .f,
tt<._Uh0 Ace .a�,.i t. c iii I., t�,.Sg
SOLID WALL i+VL.,
IS 0 SPEC;, 5,�# iia 12('1 }j s
� a`
d d
A
:5 -I ,,PEC .`4'„3612{2
A A
it C;�FZriLiC,de i V t3 EK.iI;`fir. €
M�<.:_'�CB:
ORM SC, ri"4 VI*Pf
ro
i
i
i
NO CUAUE,:
I:
p, ' ::RIx. 3xNDt H^ k V,iU) ILM
1 ,T a
r
a�9 tet'
""At: ri,i r t:,D' m
t i
•„f Ls�
be af'],l s,te to be Irc
E
€:ter= wit € t w e curb
e:
INSTALLATION
...y y .:.:_::
CATCH BASINS
•r- ` +� : ii if ,.o y
• 11 � IIS 1
SSI��DSURVEY&MAPPING SCALE
-
SITE .
SCALE
DESIGNED:
D. L. C, rE, P. E.
DRAWN:
D.L. OFFE, P.E. ONE WCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
REVISION BY DATE 1APPR APPROVED: SCALE ACCORDINGLY
VEarrcu: NAVD IM
HOWONTAL: NO 1 saes/ 1 sass 1
DATUM
CRANE AND VANED GRATE
r.�
�... u1"
O 43 qAR P(X)FIS FOR ir �WK;Hf
RECTANGULAR ADJUSTMENT SECTION
.� • r rx S ev ,y
1 ' •`t
PRECAST BASE SECTION
PIPE ALLOWANCES
MOT U
1 As acceptable altarnativou w the iubaf W-vwn Wi than PRECAST BASE
SECTION, f` f> (placid accuruing to itis Standard Spec €%esflons), or
wires mash having a m n)muin area of 0.12 square inches per foot, ;hall
be used with the minimum, required rebar shmn in the ALTERNATIVE
PRECAST BASE SECTION. Wire irriesh shag not be plate In the
knockouts
2 The knockout diameter shalt not be greater than 20' Knock.ws shall
have a Wall ttsarkness of 2'” n'rnamum to 2.5" rnaxgmum Provide a 1 5"
minimum slap between the knockout wall and the outside of the pipe.
After the tripe is installed, fill the gap with joint nvrtar in accordance
with Standard 9-x".14.3.
3. The maximum depth Iron the finished grade to the lowest pipe inve€t
shall be 5°.
4 Tisa frame and grate must bo installed with the flango siown.
5 The Precast Base Sermon may have a t untied floof, and the walls may
be sloped at a rate of `*24 or steeper
f, The opening shall be measured at the top of tlse precast base s+ectjor'€,
f 7 All pickup hole shall be grouted full after the basin. las been placed
ti All grace rings and castings shiA Lw set w mortar it e ardana .
.3' Stannard Specification 9-04.3
r�
SEt tivit-
ALTERNATIVE PRECAST BASE SECTION
STD. PUN -- 200.00
' !'ubL-.1C CATCH BASIN TYPE I 3
1MARCIT 2008
= - CITY OF
RENTON
Planning/Building/Public Works Dept.
SHE' -DEN SHORT PLAT
SCOTT DONOG H HOMES, INC.
ROAD / STORM DE TAILS & NOTES
1318 KENNEWICK AVENUE NE
PIPE MATEtRiAL
IAtSitJE
f�iitlNETf:R .'
:tt i €i k E. 3 aft
PLAN t; ONCREEJE
Q.
12,
I
Aul Nit to€_ MPE
t ,°
SOLID WALL i+VL.,
IS 0 SPEC;, 5,�# iia 12('1 }j s
� a`
d d
A
:5 -I ,,PEC .`4'„3612{2
A A
it C;�FZriLiC,de i V t3 EK.iI;`fir. €
M�<.:_'�CB:
ORM SC, ri"4 VI*Pf
MOT U
1 As acceptable altarnativou w the iubaf W-vwn Wi than PRECAST BASE
SECTION, f` f> (placid accuruing to itis Standard Spec €%esflons), or
wires mash having a m n)muin area of 0.12 square inches per foot, ;hall
be used with the minimum, required rebar shmn in the ALTERNATIVE
PRECAST BASE SECTION. Wire irriesh shag not be plate In the
knockouts
2 The knockout diameter shalt not be greater than 20' Knock.ws shall
have a Wall ttsarkness of 2'” n'rnamum to 2.5" rnaxgmum Provide a 1 5"
minimum slap between the knockout wall and the outside of the pipe.
After the tripe is installed, fill the gap with joint nvrtar in accordance
with Standard 9-x".14.3.
3. The maximum depth Iron the finished grade to the lowest pipe inve€t
shall be 5°.
4 Tisa frame and grate must bo installed with the flango siown.
5 The Precast Base Sermon may have a t untied floof, and the walls may
be sloped at a rate of `*24 or steeper
f, The opening shall be measured at the top of tlse precast base s+ectjor'€,
f 7 All pickup hole shall be grouted full after the basin. las been placed
ti All grace rings and castings shiA Lw set w mortar it e ardana .
.3' Stannard Specification 9-04.3
r�
SEt tivit-
ALTERNATIVE PRECAST BASE SECTION
STD. PUN -- 200.00
' !'ubL-.1C CATCH BASIN TYPE I 3
1MARCIT 2008
= - CITY OF
RENTON
Planning/Building/Public Works Dept.
SHE' -DEN SHORT PLAT
SCOTT DONOG H HOMES, INC.
ROAD / STORM DE TAILS & NOTES
1318 KENNEWICK AVENUE NE
02/23/2015
FIELDBOOK:
PAGE:
DRAWING NO:
SHEET: 8 OF: 18
DET L - 1" �-�
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FIELDBOOK:
PAGE:
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SHEET: 8 OF: 18
DET L - 1" �-�
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