HomeMy WebLinkAboutD-2884191/2 "X4" EXPANSION MATERIAL
1/4 "R AT JOINTS
I I \
i
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
1/2 "1 EXPANSION MATERIAL �'
1/4 "R AT JOINTS
"W" -WIDTH OF SIDEWALK E
1/2-W EXPANSION CEM. CONC. CURB AND GUTTER
MATERIAL
1/4 "R AT JOINTS
-�- QNFRAL NOTES:
SCORE LINES JOINTS DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C. THEY SHALL
NOT BE L.E55 THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE.
B - B 1/2' 1n JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL 2" CLAS
IX1EtLD 1' BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER. THE JOINT SHALT_ BE A COLD JOINT.
E1 2'X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1 /2'X4'
SWILL CONFORM TO THE REQUIUI EMENTS OF CLASS 8 (3%47 SIDEWALK PANEL WITH AIR ENTRAIN AEM. CRETE MIX FOR .SIDEWALKS
THE CONCRETE WALL HAVE A BROOM FINISH WITH ALL HAVING A 214" TOOLED FINISH.
SUBGRADE OOMPACBON SMALL BE 90% (MODIFIED PROCTOR).
1/2"1 EXPANSION MATERIAL
1 /4 " /FT. SLOPE CURB RETURN ONLY
1/2"R 1/4 "/FT. SLOPE
1/2 "R 4" 1/2"R PAVEMENT AS PER PLANS
4" - PAVEMENT AS PER PLANS
�IANDARD'CEM: CONIC, PARKWAY STANDARD CEM. CONC.
CURB AND GUTTER
AND GUTTER
SECTION A -A SECTION B -B
SEE SHEET 25.1 FOR ROADWAY DEVELOPMENT STANDARDS
EXISTING POST
WHEN SIDEWALK IS PRESENT, EDGE OF SIGN
SHALL BE LOCATED ADJACENT 10 BACK OF
SIDEWALK. WHEN THERE. IS NO SIDEWALK,
EDGE OF SIGN 'SHALL BE LOCATED
2 FEET FROM FACE CURB.
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
ICY p ADOPTED
CITY OFRENTON
♦ 4
STANDARD. PLANS
y..-�. i.SP DATE:12 /96
DWG. NAME: FR -02 SP PAGE: F007
1 "R-T I I /- 1/2 "R
1/2- V
`O TOP OF CURB
1f2`: AT APPROACH
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GENERAL NOTES:
1. EXPANSION JOINT MATERIAL TO BE 3/6" THICK PREMOLDED
JOINT FILLER FULL THICKNESS OF CONCRETE SPACING.
2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE
POURING CONCRETE.
CEMENT CONCRETE BARRIER CURB AND BUTTER
NOT TO SCALE
6" CLA
Al' MIN IMIN MIN' MINIMIN
F- -- 6.5' MIN_
2" 'DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
OF CURB OR
OF PAVEMENT
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN IMIN I MIN I MINIMIN
2" CLASS 'B'
�6" ASPHALT CONC.
CLASS 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
NOT TO SCALE
4' WIDE CONCRETE SIDEWALK
4" MIN THICKNESS (6 "' AT DRNEWAYS)
BROOM FINISH COLD JOINT EXISTING
CURB &GUTTER
2%
8
PRE EMERGENCE
HERBICIDE (APPROX
8 LBS /2500 SO FT)
4" COMPACTED DEPTH PAVEMENT
CRUSHED SURFACING
TOP COURSE
95X COMPACTED SUBGRADE
6"
Fa a
THICKEN EDGE FOR
CURB RADIUS ONLY
NOTES 1' -6"
1. SIDEWALK AND CURB r &'GUTTER CANNOT BE
POURED MONOLITHICALLY.
2. CONCRETE SHALL BE CEMENT CONCRETE
CLASS 4000 PSI MINIMUM, NTH AIR
ENTRAINMENT.
CEMENT CONCRETE SIDEWALK DETAIL
NOT TO SCALE
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SHEET.
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OF:
32
TWO INCHES! AT FULL: SCALE.
JOB NOI
00716
IF NOT, SCALE ACCORDINGLY
DWG: DET= ROAD1'
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