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APPROVED BY:
h
W1-
I
EMERGENCY VEHICLE TURNING RADII DETAIL SATE: 1.0/v /sQ'
SHEET: 1.0 ,
LANE LINE
MARKING
STANDARD VEHICLE WHEEL PATH
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
MIN.
4.5'
MIN.
L 215'
MIN.
"MINIMUM .ACID CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B l.
RESIDENTIAL ACCESS STREETS - 2" ACID CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS,
02 NICYCHRE0 NOR5 LC W mul". NOTES D v Gz
DATE I RNICIDN I TAY APPR D
\—ACP CLASS-
MIN
�6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR FLEXIBLE PAVEMENT
Y ADOPTED
an OF SORPTION
JJRR
♦ A1Si/
EPEE DA . PLANE
]3f DATE: 02/95
DWG. NAME: H032 SP PAGE: HO32
CONSTRUCTION NOTES AND DETAILS
FOR
CAVALLA
A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
/
II
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NOTE:
1. STANDARD NOWUXEHT CASE AND COYER WASHINGTON STATE OEPARTIENT OF HIONVAYS
1916.
Z. HE CASTINGS SHALL BE GRAY -IRON CASTINGS, ASIN )ESIGNATION A -AB, CUSS ID.
THE COVER AND SEAT SHALL BE MACHINE) SO AS TO HAVE PERFECT CO IACC
AROUND THE ENTIRE CIRCUHIERENCE AND NIL WIDTH OF HEARING SURFACE.
1. RNEN INC MONUMENT CASE ANO ".09ER ARE PLACED IN CONCRETE PAVEVENT. A IMIT
CONCRETE BASE WILL NOT BE NECESSARY.
A- SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION )- 05.,D) OR
ADJUSTMENTS TO GRAD°.
M.,VY. -E C. & Cover
®ADOPTED D
CRY OP R6NTON
i.WPARDPLNNS -
ISFDATE:1Feb39
DWG NAME 1fltAA SP PAGE: NOD,
STANDARD APPROACH
A +l
Imo--- 8' MIN
12 1 N ~
0It] -I 3�' IMIN _
6' MIN t
MN3/e" EXPANSION JOINT
i
HALF PLAN
A +�
2 -6" 1 3'MIN
MIN
1/2" MAX
(BEVEL WHERE POSSIBLE)
HALF ELEVATION
CEMENT CONCRETE CURB AND GUTTERS
SECTION SHOWN (SEE STANDARD PLANS
FOR OTHER CURB DESIGNS)
r 3/8 " EXPANSION JOINT
MIN
i18'�
6' MIN PLANTING
THICKENED EDGE OF APPROACH T STRIP
TO FULL DEPTH OF CURB I
1/2 "X4" EXPANSION MATERIAL -�
1/4 "R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER —
i�2 "X4" EXPANSION MATERIAL
4 "R AT JOINTS
"W" -WIDTH OF SIDEWALK
DEM. CONC. C
1/2 "X4" EXPP
MATERIAL
1/4 "R AT 1011
1 /4 " /FT. SLOPE 1 /4 " /Ff. SLOPE
1/2 "R 1/2 "X5" EXPANSION MATERIAL 1/2 "R 1/2 "R
CURB RETURN ONLY PAVEMENT AS PER PLANS
T 4"
4" 1" PAVEMENT AS PER PLANS
PARKWAY STANDARD CEM. CON
AND C.
STANDARD DEM. CONC.
CURB GUTTER
CURB AND GUTTER
SECTION A —A SECTION B —B
GENERAL NOTES SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
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 SHAM. BE A COLD JOINT. 1/2-X 5" EXPANSION
MATERIAL SHALL BE PLACED FROM P.C.'S TO FVVS 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 2 1/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
TYPICAL SIDEWALK
NOT TO SCALE
OPTIONAL APPROACH
8 +-1
5' ]'MIN
II
PLANTING I
STRIP i
6' MIN J 3/8" EXPANSION JOINT
A
T
I .) NOTE: USE OPTIONAL APPROACH ONLY WHEN
A SIDEWALK N USES THE BACK THE
APPROACH AND THE SIDEWALK B. SET BACK
I TO A MINIMUM OF 6' FROM CURB.
HALF PLAN B
MIN MIN
4 r 1/2" MAX
-H (BEVEL WHERE POSSIBLE)
HALF ELEVATION
MIN 6" THICK SIDEWALK
IN APPROACH AREA
SIDEWALK
APPROACH NN 12'MIN
A
ZR 15' MIN
APPROACH PLAN
NOTES,
1. A MINIMUM 3' WADE 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
1. 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. 14/97 REPLACE SP _PAGE: F005.2 OF 8 /11REPLACE SP _PAGE: F005.2 OF 8/11
R- 361343
PER AS —BUILT REVISIONS 5 -31 -2013
CEMENT CONCRETE CURB AND GUTTER
SECTION SHOWN (SEE STANDARD PLANS
FOR OTHER CURB DESIGNS)
3/8" EXPANSION JOINT
OPTIONAL �'' 1-T-
�� L 6�' MIN
THCKENED EDGE OF APPROACH
TO FULL DEPTH OF CURB
CEMENT CONCETE SIDEWALK
AND APPROACH DETAILS
GtiSY p� ADOPTED
CITY OF RENTON
4 !ILL/
STANDARD PLANS
LET DATE: 4/97
DWG. NAME: FR -03 SP PAGE: F005.2
CITY OF RENTON
DEPARTMENT OF= PUBLIC WORKS
CHECKED FOR COMPLIANCE TO CITY STANDARDS
C
CONSTRUCTION NOTES AND DETAILS
DATE
LUA 03
OD
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�f.•it ?1i(ri
s:::se::.
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m.
APPROVED BY:
h
W1-
I
EMERGENCY VEHICLE TURNING RADII DETAIL SATE: 1.0/v /sQ'
SHEET: 1.0 ,
LANE LINE
MARKING
STANDARD VEHICLE WHEEL PATH
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
MIN.
4.5'
MIN.
L 215'
MIN.
"MINIMUM .ACID CLASS 'E' or 'B' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B l.
RESIDENTIAL ACCESS STREETS - 2" ACID CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS,
02 NICYCHRE0 NOR5 LC W mul". NOTES D v Gz
DATE I RNICIDN I TAY APPR D
\—ACP CLASS-
MIN
�6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR FLEXIBLE PAVEMENT
Y ADOPTED
an OF SORPTION
JJRR
♦ A1Si/
EPEE DA . PLANE
]3f DATE: 02/95
DWG. NAME: H032 SP PAGE: HO32
CONSTRUCTION NOTES AND DETAILS
FOR
CAVALLA
A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
/
II
1
u I
1
.M 11
�fJ
'1 r
1
� J
SANG
RT•r'L�.:
ELEV21TIOAl
NOTE:
1. STANDARD NOWUXEHT CASE AND COYER WASHINGTON STATE OEPARTIENT OF HIONVAYS
1916.
Z. HE CASTINGS SHALL BE GRAY -IRON CASTINGS, ASIN )ESIGNATION A -AB, CUSS ID.
THE COVER AND SEAT SHALL BE MACHINE) SO AS TO HAVE PERFECT CO IACC
AROUND THE ENTIRE CIRCUHIERENCE AND NIL WIDTH OF HEARING SURFACE.
1. RNEN INC MONUMENT CASE ANO ".09ER ARE PLACED IN CONCRETE PAVEVENT. A IMIT
CONCRETE BASE WILL NOT BE NECESSARY.
A- SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION )- 05.,D) OR
ADJUSTMENTS TO GRAD°.
M.,VY. -E C. & Cover
®ADOPTED D
CRY OP R6NTON
i.WPARDPLNNS -
ISFDATE:1Feb39
DWG NAME 1fltAA SP PAGE: NOD,
STANDARD APPROACH
A +l
Imo--- 8' MIN
12 1 N ~
0It] -I 3�' IMIN _
6' MIN t
MN3/e" EXPANSION JOINT
i
HALF PLAN
A +�
2 -6" 1 3'MIN
MIN
1/2" MAX
(BEVEL WHERE POSSIBLE)
HALF ELEVATION
CEMENT CONCRETE CURB AND GUTTERS
SECTION SHOWN (SEE STANDARD PLANS
FOR OTHER CURB DESIGNS)
r 3/8 " EXPANSION JOINT
MIN
i18'�
6' MIN PLANTING
THICKENED EDGE OF APPROACH T STRIP
TO FULL DEPTH OF CURB I
1/2 "X4" EXPANSION MATERIAL -�
1/4 "R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND GUTTER —
i�2 "X4" EXPANSION MATERIAL
4 "R AT JOINTS
"W" -WIDTH OF SIDEWALK
DEM. CONC. C
1/2 "X4" EXPP
MATERIAL
1/4 "R AT 1011
1 /4 " /FT. SLOPE 1 /4 " /Ff. SLOPE
1/2 "R 1/2 "X5" EXPANSION MATERIAL 1/2 "R 1/2 "R
CURB RETURN ONLY PAVEMENT AS PER PLANS
T 4"
4" 1" PAVEMENT AS PER PLANS
PARKWAY STANDARD CEM. CON
AND C.
STANDARD DEM. CONC.
CURB GUTTER
CURB AND GUTTER
SECTION A —A SECTION B —B
GENERAL NOTES SEE SHEET 2.5.1 FOR ROADWAY DEVELOPEMENT STANDARDS
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 SHAM. BE A COLD JOINT. 1/2-X 5" EXPANSION
MATERIAL SHALL BE PLACED FROM P.C.'S TO FVVS 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 2 1/2" TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
TYPICAL SIDEWALK
NOT TO SCALE
OPTIONAL APPROACH
8 +-1
5' ]'MIN
II
PLANTING I
STRIP i
6' MIN J 3/8" EXPANSION JOINT
A
T
I .) NOTE: USE OPTIONAL APPROACH ONLY WHEN
A SIDEWALK N USES THE BACK THE
APPROACH AND THE SIDEWALK B. SET BACK
I TO A MINIMUM OF 6' FROM CURB.
HALF PLAN B
MIN MIN
4 r 1/2" MAX
-H (BEVEL WHERE POSSIBLE)
HALF ELEVATION
MIN 6" THICK SIDEWALK
IN APPROACH AREA
SIDEWALK
APPROACH NN 12'MIN
A
ZR 15' MIN
APPROACH PLAN
NOTES,
1. A MINIMUM 3' WADE 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
1. 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. 14/97 REPLACE SP _PAGE: F005.2 OF 8 /11REPLACE SP _PAGE: F005.2 OF 8/11
R- 361343
PER AS —BUILT REVISIONS 5 -31 -2013
CEMENT CONCRETE CURB AND GUTTER
SECTION SHOWN (SEE STANDARD PLANS
FOR OTHER CURB DESIGNS)
3/8" EXPANSION JOINT
OPTIONAL �'' 1-T-
�� L 6�' MIN
THCKENED EDGE OF APPROACH
TO FULL DEPTH OF CURB
CEMENT CONCETE SIDEWALK
AND APPROACH DETAILS
GtiSY p� ADOPTED
CITY OF RENTON
4 !ILL/
STANDARD PLANS
LET DATE: 4/97
DWG. NAME: FR -03 SP PAGE: F005.2
CITY OF RENTON
DEPARTMENT OF= PUBLIC WORKS
CHECKED FOR COMPLIANCE TO CITY STANDARDS
C
CONSTRUCTION NOTES AND DETAILS
DATE
LUA 03
OD
Z
O
W
m