HomeMy WebLinkAboutTED4003195.1SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
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One - 03 Bar
Two - 03 Bar hoop
03 Bar each corner
03 Bar each side
lop on(! bottom
One - "3 Dui
across bottom
S�
1 - 03 Bar hoof
2 - "3 Bar hoop
03 Bar each corner
#3 Bar each side
#3 Bar each way
A
NOTES
Frame and grate 1. If wire mesh is used as an alternate to rebur, it shall
(See Stondard Plan not be placed in the knockouts.
for details)
2. The bottom of the precast base section shop be minimum
4" thick and may be rounded.
3. Knockouts may be either round or "D" shape. Ploe to be
installed in factory supplied knockouts. Hole size
shall be equal to pipe outer diameter plus concrete
inlet wall thickness, 18" MAX.
6" Riser Section 4. The taper on the sides of the precast base section
and riser section shall not exceed 4%.
5. Frame and grate may be installed with flange down or
cast into riser.
12" Riser Section
12"
Precast Base Section
{Measurement at the top
of the base)
'ICI
Ln
N
1-3-95 Revised Precast bose section and notes FP
10-11-93 Revised notes and resigned. SJD -
DATE REti'IS[ON [1'/ AFFR'D
CONCRETE
INLET
euwtraspe tTent M►irnt�T Of Ttwwre�t�rtgr
ae�na, sttatw�ra
Y
ADOPTED
O
CITY OF RENTON
+ n
Standard Plans
Last Date 1/03/1995
B01 O
PIan Na B -26
SP PAGE
NOTES:
Frame and grate
(see Standard Plan
1.
If wire mesh is used as an alternate to rebur, it shall
for details)
not be placed in knockouts.
2.
The bottom of the precast base section shall be minimum
4" thick and may be rounded.
3.
Knockouts may be on all four sides, either round or "D"
shape. Pipe to be installed in factory supplied
knockouts. Hole size shall be equal to pipe outer
6" Riser Section
diameter plus catch basin wall thickness, 20" MAX.
A.
The maximum depth from the finished grade to the pipe
invert is 5 -0" .
5.
The taper on the sides of the precast base section and
riser section shall not exceed 4%.
6.
Frame and grate may be installed with flange down or
cast into riser.
12" Riser Section
rN
22-- Precast Base Section
�jj I (Measurement at the top
3'j ( \ `• MIN of the base)
5-2G-95
Revised precast base section and notes.
FP
5-7-93
Revised notes and resigned.
DATE
_ REv15II'}N M
lil
API=Ft'D
CATCH
BASIN TYPE I
k161111101Q1 ST/re a►NtMt1 Q T111RL'a7�Tt�
d„►u. wrlrsre.
Y O
ADOPTED
CITY OF RENTON
+ A
Standard Plans
r
Last Date 5/26/1995
SP PAGE B012
'flan No B -01
6„
SLOPE 0.05 F T /FT
STREET SECTION
0
NOTES:
-'�--, 1. 3° TO 5° DRAFT PERMITTED AS NEEDED.
2. WELDING NOT PERMITTED.
3. DIMENSIONS SHALL HAVE ±1 /16" TOLERANCE EXCEPT AS NOTED,
WIDENED CURB 4. FOUNDRY NAME SHALL BE EMBOSSED ON TOP OF GRATE.
LETTERING TO BE RECESSED 1 /16".
I- - 5. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF' THE
FOLLOWING:
ALTERNATE A SHALL BE 8 PADS, 1 1/2% 3/4"x 1/81,
B INTEGRALLY CAST WITH THE GRATE.
co ALTERNATE B SHALL BE A MACHINED SURFACE OUTSIDE A
17" CIRCLE, BOTTOM ONLY (SEE SECTION B-B).
6. MATERIALS IN ACCORD WITH DIVISION 9 OF STANDARD
SPECIFICATIONS SECTION "METAL FRAME AND GRATE FOR
CATCH BASIN OR INLETS".
�- FACE OF CURB 7. MATERIAL USED FOR GRATE SHALL BE DESIGNATED BY
EMBOSSING DI (DUCT IRON) OR CFS (CAST STEEL) NEAR
MFR'S NAME.
— -- 7. SEE DWG. NAME BR-32 FOR FRAME AND GRATE DETAIL
GRATE
IS
OLYMPIC
FOUNDRY
#SM50G, #SM50GL,
,f
#SM50SL, OR EQUAL.
FRAME
IS
OLYMPIC
FOUNDRY
#SM50 OR FOHAI
SECTION 13---13
SECTION A --A
DATE REVISION BY JAPPRt
CONSTRUCTION JOINTS
i- NORVAL GUTTER GRADE
R-31950E
SURFACE WATER UTILITY
OPEN CURB FACE
FRAME & GRATE INSTALLATION DETAIL
C
ADOPTED
CITYOF RENTON
• STANDARD PLANS
LST DATE: 2/96
DWG. NAME: BR-30 SP PAGE: BO1 7
a NOTES.
® �p Frame and grate
(see Standard Plan 1. If wire mesh is used as an alternate to rebur, it
a for detail) shall not be placed in the knockouts.
2. The bottom of the precast base section shall be a minimum
S oI 4" thick and may be rounded.
�7
A 34 Knockouts may be on all tour sides. Pipe to be
30" installed in -factory supplied knockouts. Hole size shall
2A 201- be equal to pipe outer diameter plus catch basin wall
thickness, 26"" maxi mum°
Rise, --Section 9. The taper on the sides of the precast base section and
riser section shall not exceed 4%
One 43 Bar hoop for 6:'\ , i I6" or 12 5. Frame and grate may be installed with flange down or
i wa 3 Bar hoop for 12
cast into riser.
Reducing Section
Two #3 Bar
Precast Base Section
CMeasurement at the top
of the base
� MIN
4'3 Bar each corner
#3 Bar each side
#3 Bar each way
6-23-95
Revised precast base section and notes.
A3N
----
5-7-93
Revised notes and resigned.
SJD
-
OATE
REVISION
BY
APPR'D
CATCH BASIN TYPE 1L
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
OLYNPIA, WASHINGTON
Y Q
ADOPTED
CITY
*
OF RENTON
+
Standard Plans
WA
Last Date 5/26/1995
BQ
Vlan Na n _011 A
SP PAGE
14
oF .... TFL
pE WA
33251
0�'•ASTER.•
�SS/ONAL EN��
1 ') — n A— n A —�
RECOMMENDED
FOR APPROVAL
8) ,A.
yDATE.- �.
BY.. DA /T-
BY DA TE.-
1477 1 NE 29th Place Suite 70 7
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
DESIGN
ENC31NEERING • PLANNING • SURVEYING
STORM DRA/NA GE DETAILS
CORL- ✓061020522
SCANNEo APR 2 2
C4.35