HomeMy WebLinkAboutTED4003226.71 /2"X4" EXPANSION MATERIAL
1 /4"R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER
+
1 /2"X4" EXPANSION MATERIA
1 /4"R AT JOINTS
"W"-WIDTH OF SIDEWALK
1 /4"/FT. SLOPE
1 /2"R /
1 /2"X4" EXPANSION
MATERIAL
1 /4"R AT JOINTS
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 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.
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 21/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
1 /4"/FT. SLOPE
1 /2"R
PAVEMENT AS PER PLANS
4" I PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAYJ ZSTANDARD CEM. CONC.
CURB AND GUTTER CURB AND GUTTER
SECTION A —A SECTION B—B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
T
6' MIN
STANDARD APPROACH
A
8' MIN
s' MiN
3/8" EXPANSION JOINT
HALF PLAN A
2'-6" �11-3"MIN
MIN
1 /2" MAX
(BEVEL WHERE POSSIBLE)
HALF ELEVATION
CEMENT CONCRETE CURB AND GUTTER
SECTION SHOWN (SEE STANDARD PLANS
FOR OTHER CURB DESIGNS)
3/8" EXPANSION JOINT
...YH• T� � L d
L 6" MIN o\
6' MIN PLANTING
THICKENED EDGE OF APPROACH STRIP
TO FULL DEPTH OF CURB
6' MIN
TYPICAL SIDEWALK
ADOPTED
Crff OF F49MN
♦�♦
STANDARD PLANS
LOT DATS:12/96
OPTIONAL APPROACH
B
5' 7'MIN
PLANTING
STRIP
3/8" EXPANSION JOINT
MIN 6" THICK SIDEWALK
IN APPROACH AREA
SIDEWALK
1
APPROACH 112'MIN
L'-R15'MIN
APPROACH PLAN
NOTES:
1. A MINIMUM 3' WIDE ACCESSIBLE ROUTE SHALL BE MAINTAINED IN ALL
6. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE
PEDESTRIAN ACCESSIBLE AREAS.
PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND
2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALKS AT 15'
PATTERN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE
MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED AND EDGED.
PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND
3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST
1/4" WIDE.
CURB RAMPS.
7. CEMENT CONCRETE APPROACHES SHALL BE CONSTRUCTED OF
4. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE
AIR —ENTRAINED CONCRETE CLASS 3000 AND MAY BE POURED
SIDEWALK, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES
INTEGRAL WITH CURB.
EXCEPT AT END OF RAMP NEXT TO ROADWAY.
5. 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 1:2.
4/97 IREPLACE SP PAGE: F005.2 OF 8/1,
I DATE I REVISION
Jar- Engineering Planning Surveying
Penhallegon Associates Consulting .Engineers, Inc.
e- 750 Sixth Street South Kirkland, WA 98033 www.paceengrs.com
PH: (425) 827-2014 1—800-945-8408 FAX: (425) 827-5043
\ Kirkland Seattle
HALF PLAN
B
NOTE: USE OPTIONAL APPROACH ONLY WHEN
A SIDEWALK IS USED AT THE BACK OF THE
APPROACH AND THE SIDEWALK IS SET BACK
TO A MINIMUM OF 6' FROM CURB.
2'-6" 2'-6"
MIN MIN
1/2" MAX
(BEVEL WHERE POSSIBLE)
HALF ELEVATION
CEMENT CONCRETE CURB AND GUTTER
SECTION SHOWN (SEE STANDARD PLANS
FOR OTHER CURB DESIGNS)
3/8" EXPANSION JOINT
OPTIONAL w-•*'��
MIN
18� _
THICKENED EDGE OF APPROACH
TO FULL DEPTH OF CURB
CEMENT CONCETE SIDEWALK
AND APPROACH DETAILS
ADOPTED
CITY OF RQI'm
♦ J �♦
VfANDARD PLANS
Al IN DATW. 4/97
DWG. NAME: FR-03 SP PAGE: F005.2
ALTERNATE 1
SIDEWALK AND PLANTER STRIP
�c
4
Pe J��P
✓ A
\ \ DRIVEWAY OR ALLEY
\ \ SEE ZONING CODE FOR
FOR MAX & MIN WIDTHS
L_ 10" COMMERCIAL ZONE
6" RESIDENTIAL ZONE
(TYP) c,Z Q
P �
\
/
ALTERNATE 2 /A�0
SIDEWALK NEXT TO CURB 10" COMMERCIAL ZONE
(NO PLANTER STRIP) 6" RESIDENTIAL ZONE
THICKENED BASE OF CURB & GUTTER
TO MATCH APPROACH THICKNESS
ON COMMERCIAL APPROACHES. (TYP)
NOTES:
1. 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 2-1/4" DEEP.
2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
AND IN CURB/GUTTER TO DUMMY JOINTS.
3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED.
4. ALL JOINTS SHALL BE CLEANED AND EDGED.
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAIL "A").
6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR.
7, APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE.
THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/
ALLEY WIDTH. 110/22/961 Edited graphics, text. Added note 7.
2" CLAE
*2„
CLA
CLA
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
6.5' MIN. -1
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR-05 FOR MINIMUM STANDARDS
OF CURB OR
OF PAVEMENT
CURB AND GUTTER SHOWN
HOWEVER, OTHER CURBS
MAYBE USED.
(SEE STANDARD PLANS)
6' MIN
oQ
(TYP) Y �
U a_
Qa
2
m¢
SEE DETAIL "A"
SECTION A —A
-6"
JOINT 3/16' SCORE LINE
{�18"
DETAIL A
rr r i�vr+n vvi i n
MONOLITHIC CURB
SEE NOTE 5
CEMENT CONCETE APPROACH
FOR DRIVEWAYS AND ALLEYS
ADOPTED
crff OF 10017110IN
♦� .
� STANDARD PLANS
LOT DATE:12/96
ca DWG. NAME: FR01 N SP PAGE: F006
5.5' MIN.
1' 1' 2.5' 1' 1'
MIN IMIN MIN MIN MIN
2CLASSJ *ACP CLASS 'E' OR `B'
" `B'
k\
6" CRUSHED
SURFACING TOP COURSE
;ENTER LINE OR
ANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CPl'1f OF RisNTON
♦� ♦ STAI'NDARD PLANS
LOT DAM: 12/96
DWG. NAME: HR-23 SP PAGE: H032A
RECOMMENDQD FOR APPROVAL
w
DAIE 1OS
BY
DATE
BY
DATE
BY
DAIS
3" ASPHALT CONCRETE CLASS "B"
6" CRUSHED ROCK COMPACTED TO
95% MAXIMUM DENSITY
SUBGRADE COMPACTED TO
95% MAXIMUM DENSITY
ON -SITE ASPHALT
PAVING SECTION
SCALE: NTS -
ON -SITE CONCRETE
PAVING SECTION t
SCALE: NTS -
1?4m6.342:2607
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before you
Dig.
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