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173 Bcr each 5 1 �JEl
1-cip `ir,,, }bottc)m
0r1e - 3 Bnr '
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SEC. 15, TWP. 23 N., RNG. 5 E., W.M.
NOTES -
Fr came c.r`ci grate i. If wire mesh is used os on n I terrcfi e to reb, : ` t sh.a I
(See Star -word Plan not be p i oce(j in the R' nock outs o
0 r +Q i 1 S 7
2. Ttie oot+orni of t1)e p ecost hose sect i or) 5i]C! I I tD-- m i n t T)um
th I aK and may be rounded.
3 . Knockouts may be either rourd or "D" shope, ','• to b
i rnsta , led in focto-y SUPP I i eC knockouts. Fic3 1 ,= 5 1 ze
sr) a 6 I be equG I to pipe outer d i Gmetf-r- p us car;crete
inlet wa i k thickness . 1 8" IMAX .
6" Riser Section, 4. The toper on the s I des of the P,reccst base section
cr,d r 1 5 e r section sha i I not exceed 1%.
5. Frame and grate may be i ns to I I ec with tlanqe dawn or -
east i riTo r I ser .
i �". N i Ser �i'Ct i CCI
Precast Lase seat : or
iMeasure.merit Cat the top
,t; the bjse
Revisec Precast t ose sp c.t i �)n onc} notes FP
10-11-9, R,�v 1 notes oncl re,1c)nPrs. ; D
GATE - R[_`. ) .-I014 BY APPH' D
fr ,e ci grat e
r< � �= ter• �;e�:t i on
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ADUffED
CITY C)F RENTON
Standard Platis
Last Date 1/031I995-
SP PAGE 0 10
Plan No B1 -26
1.
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STREET SECTION
3'-0"
NOTES;
6 1, X TO 5' DRAFT PERMITTED AS NEEDED.
2. WELDING NOT PERMITTED,
3. DIMENSIONS SHALL HAVE f 1/16" TOLERANCE EXCEPT AS NOTE
WIDENED CURB 4, FOUNDRY NAME SHALL BE EMBOSSED ON TOP OF GRATE.
LETTERING TO BE RECESSED 1116",
5. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE
FOLLOWING:
AL TERNA TE A SHALL BE 8 PADS, 1 1 /2 "x 3/4 "x 118"
B INTEGRALLY CAST WITH THE GRATE.
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
/t )) it )J
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,
#SM50SL, OR EQUAL,
FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL.
I
CONSTRUCTION JOINTS
NORMAL GUTTER GRADE r, AL�`!
�,-,� , SURFACE WATER UTUM
OPEN CURB FACE
•
a e FRAME & GRATE INSTALLATION DETAIL
Y pT ADOPTED
*
CITY' OF RENTON
a o , sTANDARD PLANS
C N 1 O = DATZ: 12/96
SECTION A — A AShBU/t
DWG. NAME: BR-30 SP PAGE: B017
ADO;
1'-0"--I
FRAME I. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM
C478 (AASHTO M 199) & C 590 UNLESS OTHERWISE SHOWN ON
Q O GRATE O Oo
(SEE SEC. 7.05 AND PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.
APPLICABLE DWG.'S) 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC
HAVING A MIN, AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE
5)) USED, WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497
34" �, 30" (AASHTO M 221), WIRE. FABRIC SHALL NOT BE PLACED IN KNOCK-
24" 20" OUTS.
5,) 6" RISER 3. ALL REINFORCED CAST -IN -PLACE SHALL BE CLASS 4000.
5 SECTION 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS.
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN.. ALL PIPE
SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS, UNUSED
KNOCKOUTS NEED NOT BE GROUTED IF WALL 1N LEFT INTACT.
34') 30)' 6) 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIA.
24" 20 PLUS CATCH BASIN WALL THICKNESS.
6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIA. OF 20 ".
5" 5)) 12
1 z12" RISER KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPED.
(� "
SECTION 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS
5, 0'.
8. THE TAPER ON THE SIDES OT THE PRECAST BASE SECTION & RISER
41 SECTION SHALL NOT EXCEED 1,/2" /FT.
26 22 9, CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH
STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS
OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE
4"�\ \ 4" FINISHED TO ASSURE NON -ROCKING FIT WITH AND COVER POSITION.
PRECAST 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST
20"0 BASE INTO RISER.
(MAX.) 44" SECTION 11 FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA
(MEASURED AT THE STANDARD DWG. B1-b.
17" TOP OF THE BASE)
12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM
4), VERTICAL EDGE OF CATCH BASIN WALL.
TYPE I CATCHBASIN �•V#F
2'
CATCH BA51N 02PE IL,
31...YWIA NASHP NC TON
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ADE)I''iTI'D
CITY U Plans OV CHECKED FOR COMPLIANCE RECOMMENDED
Standard Plans • TO CITY STANDARDS FOR APPROVAL
Jl
G 2-99jReed pre o... hose seti�or and nuies. A$N---� Y,�Y
Last Date >,26r I9)5 ..
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h 33 j Re no wed tes oldA res ;gned.
Date
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PROJECT NO.: 02054
DRAWN BY: AA
ISSUE DATE: 03-07-05
SHEET REV.: 06-13-05
STORM DRAINAGE
DETAILS
02054DT03-C22
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