HomeMy WebLinkAboutSWP2702884.81 /2"X4" EXPANSION MATERIAL
1 /4"R AT JOINTS--1
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
1 /2"X4" EXPANSION MATER
1 /4"R AT JOINTS
"W"-WIDTH OF SIDEWALK
1 /4"/F T. SLOPE
1/2"R, ,
s
n
1 /2"X4" EXPANSION
MATERIAL
1 /4"R AT J O I NTS
SCORE LINES
B
1 /2"X5" EXPANSION MATERIAL
CURB RETURN ONLY
1 /2"R _\ 4"
CEM. CONC. CURB AND GUTTER
GENERAL NOTES:JOINTS: DUMMY JOINTS BE PLACED NOT TO EXCEED 15' /
NOT BE LESS THAN 3/16mIIN THICKNESS AND SHALL BE EXTENDED 2"OBELOW THE THAN
LINE. C. THEY SHALL
B 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 FOURTH 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 2Y2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
1 /4"/FT. SLOPE
1 /2"R r- PAVEMENT AS PER PLANS
4" ' "-PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAY STANDARD CEM. CONC.
CURES AND GUTTER CURB AND GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
DATE I REVISION
EXISTING POST
WHEN SIDEWALK IS PRESENT, EDGE OF SIGN
SHALL BE LOCATED ADJACENT TO BACK OF
SIDEWALK. WHEN THERE IS NO SIDEWALK,
EDGE OF SIGN SHALL BE LOCATED
2 FEET FROM FACE CURB.
0 4 \ 0\ 4\ 0` 4 \0 4\ 0\ 4 0\ 40 \ 0
it
COMPACTED SELECT FILL MATERIAL
(FOR WOOD POSTS ONLY)
FOR STEEL POSTS SEE GROUND
MOUNTED STREET NAME SIGN
DETAIL
STANDARD SIGN INSTALLATION PLAN
NOT TO SCALE
TYPICAL SIDEWALK
Y p ADOPTED
U T CITY OF RENTON
STANDARD PLANS
�F N O`er LST DATE: 12/96
PR'D DWG. NAME: FR-02 SP PAGE: F007
5 1 2"
1 "R 1 /2"R
4
1 /2"R _
cO TOP OF CURB
.1.f2� AT APPROACH
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SEE 1'-6" T 1'-0"
SECTIONS
GENERAL NOTES:
1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED
JOINT FILLER FULL THICKNESS OF CONCRETE SPACING.
2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE
POURING CONCRETE,
CEMENT CONCRETE BARRIER CURB AND GUTTER
NOT TO SCALE
2" CLAS
, MIN MIN r MINI MIN MIN
6.5, MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR-05 FOR MINIMUM STANDARDS
4' WIDE CONCRETE SIDEWALK
4" MIN THICKNESS (6" AT DRIVEWAYS)
BROOM FINISH
PRE EMERGENCE '
HERBICIDE (APPROX
8 LBS/2500 SQ FT)
4" COMPACTED DEPTH
CRUSHED SURFACING
,'SOP COURSE
135% COMPACTED SUBGRADE
THICKEN EDGE FC
CURB RADIUS ON
.IAOTES
1. SIDEWALK AND CURB & GUTTER CANNOT BE
POURED MONOLITHICALLY.
2. CONCRETE SHALL BE CEMENT CONCRETE
CLASS 4000 PSI MINIMUM, WITH AIR
ENTRAINMENT.
CEMENT CONCRETE SIDEWALK DETAIL
NOT TO SCALE
COLD JOINT
2%
6"
PAVEMENT
6.5' MIN.
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MIN MIN MIN I
MIN MIN
OF CURB OR i�! OF PAVEMENT
2" CLASS `B' --! \-6" ASPHALT CONC.
CLASS 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
PLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
NOT TO SCALE
iH
EXISTING
CURB & GUTTER
4'-0"
o- ?$f$4J9
FDA
3/8" EXPANSION
JOINTS
CEMENT CONCRETE DRIVEWAY APPROACH
NOT TO SCALE
RECOMMENDED FOR APPROVAL
BY: _ :: Date:
BY: 4 Date:
BY: -., Date: •
BY: Date: -
0 1" 2"
TWO INCHES AT FULL SCALE
IF NOT, SCALE ACCORDINGLY
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SHEET: 24
OF: 32
JOB NO.: 00716
DWG: DET-ROAD1
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