HomeMy WebLinkAboutTED4002164.4D p D 24" ) L
p C.B. DIA. VARIES
6" MIN. SEE TABLE
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6" MIN. '� D p
Imo- 6 MIN.
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FRAME & GRATE
SEE NOTES BELOW
ADJUSTMENT SECTION
MODIFIED STEP
TOP SLAB COVER
STEPS OR LADDER
MAX. PIPE SIZE MAY BE LIMITED
BY PIPE CONFIGURATION
C.B. DIA.
MAX. KNOCKOUT OR CUTOUT HOLE SIZE
48"
21 "
54'
36"
60"
42"
7 2"
48"
9 6"
6 0"
CAST IN PLACE BASE
OR PRE -CAST BASE
1. FOR CATCH
BASIN MATERIAL SPECS. SEE
STANDARD SPECIFICATIONS.
2. ALL TYPE II
CATCH BASIN EQUIPPED WITH
OPEN GRATES SHALL BE LOCKING TYPE. SEE DETAIL 3.6.5.
3. ALL TYPE II
CATCH BASIN NOT IN PAVED
AREAS SHALL BE EQUIPPED WITH SOLID LOCKING
LID AND
SHALL NOT
FUNCTION AS CATCH BASIN.
OLYMPIC FOUNDRY #SM60 SOLID D/T OR EQUAL
(SEE DETAIL 3.6.6).
4. CATCH BASIN SHALL BE SET SO STEPS ARE DIRECTLY UNDER OPENING (STEPS SHALL BE
INCLUDED).
MORTAR
FILLET
CATCH BASIN TYPE II
NO SCALE
CASTING INLAND FDRY
OR EQUAL. PT,#714
SEE DETAIL 5.1,4,
ADJUSTMENT 4" MIN.
CONE
MORTAR J❑INTS
PRECAST SECTI❑N
STEPS - 3/4' DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE BASE BY PIPE INC.,
OR APPROVED EQUAL.
MAX, PIPE SIZE - 21' I.D.
LADDER -STD, ALUMINUM
OR GALVANIZED STEEL
C❑NTRETE SHELF
PRECAST BASE SECTI❑N
OR CAST IN SHELF,
SANITARY MANHOLE TYPICAL DETAIL
NO SCALE
TFo — -aw4
RAMP TEXTURE
SEE DETAIL & NOTE 1
3/8" EXPANSION JOINT
10
Q 1
1 /2"
3' MI
N
1 /4"
�
1 1 /4„1
l�
3 2
2' MIN.
NOTE: BEWARE OF UTILITIES, POTHOLE AND LOCATE
PRIOR TO GRADING.
DITCH SECTION DETAIL
SECTION B-B
NO SCALE
FLUSH (NOT TO
EXCEED 1 /2", SEE
NOTE 4)
LANDING (4' MIN)
WHEN LANDING IS LESS
THAN 4' PROVIDE 12:1
SIDE FLARES OR USE
CURB RAMP ALTERNATES
(SEE RENTON STANDARD
PLANS)
NOTES:
1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND
REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE
LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB.
GROOVES SHALL BE 1 /8" DEEP AND 1 /4" WIDE.
2. CURB RAMPS WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE
ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF
RAMP ADJACENT TO THE ROADWAY.
3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP.
4. CHANGES IN LEVEL UP TO 1 /4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT.
CHANGES IN LEVEL BETWEEN 1 /4" AND 1 /2" SHALL BE BEVELED WITH A SLOPE NO
GREATER THAN 2: 1.
CURB RAMP DETAIL
NO SCALE
1 /2" X4" EXPANSION MATERIAL
1 /4" R AT JOINTS --\
P,
N>\,\\1/4!'R
1/2"X4' EXPANSK
MATERIAL
AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
W
E
1 /2" X4" EXPANSION MATERIAL
1 /4" R AT JOINTS
"W" -WIDTH OF SIDEWALK
SCORE LINE
1 /4"/FT. SLOPE
1 /2" R /-- 1 /2" X5" EXPANSION MATERIAL
1 / CURB RETURN ONLY
EXPIRES
„
4 1 PAVEMENT AS PER PLANS
STANDARD CEM. CONC.
CURB AND GUTTER
^NC. CURB AND GUTTER
1/4!'/FT. SLOPE
1/2"R 1/2"R
i c- PAVEMENT AS PER PLANS
4"
PARKWAY STANDARD CEM. CONC.
CURB AND GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
GENERAL NOTES
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE.
1 /2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
EXTEND 1" BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1 /2" X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1 /2" X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT.
THE CONCRETE SHALL HAVE A
BROOM
FINISH WITH
ALL EDGES HAVING A 21/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL
BE 90%
(MODIFIED
PROCTOR).
TYPICAL SIDEWALK DETAIL
NO SCALE
R21644
CONCEPT ENGINEERING, INC. CITY OF RENTON
455 Rainier Boulevard North, Suite 200
- Issaquah, Washington 98027 DEPARTMENT OF PUBLIC WORKS
_ (206) 392-8055 TALBOT ESTATES
PRYDE CORPORATION
ROAD & STORM GENERAL NOTES & DETAILS
DESIGNED: CCS DATE: 3-13-92 FILE NAME: 92047
2 Per City of Renton (,¢�2� SSS 8-7-92 DRAWN: PJF
1 Per Cityof Ren ton CCS 5'-1 %-92 CHECKED: SCALE. 1" -- 20' FIELD BOOK: PAGE
NO. REVISION BY APPR. DATE APPROVED: SHEET: 4. OF: 4
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