HomeMy WebLinkAboutR-374112w
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5' -0" RAMP I
PLAN
6" CURB
3/8" EXPANSION
JOINT (TYP.)
DETECTABLE WARNING
PATTERN (SEE DETAIL)
A
6" CURB
FINISHED GRADE
3/8" EXPAN'
JOINT (TYP.)
VERTICAL CONCR
CURB (TYP.)
5' -0" RAMP
2'
1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05
2
TOP OF
ROADWAY
6' -0" RAMP
) DEPRESSED VERTICAL
DETECTABLE WARNING
CONCRETE CURB
PATTERN (SEE DETAIL)
SECTION %11
NTS
6" 5'
VVI \VI \L IL
SIDEWALK
SECTION %_2�
NTS -
NOTES
1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT
OF RAMP ACCESS AREAS.
2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE
TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. THE DETECTABLE WARNING PATTERN
AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 8- 14.3(3)
3. SEE CURB DETAIL, THIS SHEET FOR CURB DESIGN.
4. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V.
SINGLE SIDEWALK RAMP D
NTS
1.5' 1 5.0' MIN. 5
NOTES:
VERT. 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER
FLUSH 5' CURB APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS,
LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS
ROUTE.
�� /������ �2 RAMPS SHALL BE TEXTURED USING TRUNCATED DOME
3/8 EXPANSION JOINT PATTERN (SEE FIGURE 3 -011). DETECTABLE WARNING
PATTERN SHALL BE YELLOW IN COMPLIANCE IMTH WSDOT
4" THICK CEMENT 0.15' MIN. CRUSH. SURF. TOP COURSE STANDARD SPECIFICATION 8- 14.3(3)
CONCRETE SIDEWALK SECTION A
3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR
RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED
BY THE COUNTY ROAD ENGINEER.
A 5' MIN. 6" CEMENT CONCRETE
PEDESTRIAN CURB 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING
LANDING
DIMENSIONS MEASURED 6' 6'
ALONG BACK EDGE OF RAMP RAMP
SIDEWALK
12
0 1
SEE PLANS —/
FOR RADIUS
2 MIN.
TOP WIDTH OF CURBS
VARIES WITH TYPE OF
CURB (SEE FIG. 3 -002)
12
1 0
SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN
RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE
FIG. 3 -010.
5. THIS DETAIL APPLIES TO BOTH ROLLED AND VERTICAL CURB
ROADWAYS.
_ 6. SEE FIGURE 3 -001 FOR CURB AND SIDEWALK JOINT
CEMENT CONIC. SIDEWALK PLACEMENT.
J 3/8" EXPANSION JOINT, TYP.
RAMP TEXTURE O2
DEPRESSED CURB
KCDOT FIG. 3 -015
NTS
P
x nx x
xxx
xx
x x x x
x x
x
X,
X r
x x 'x
L
PLAN
6' -0" RAMP
3/8" EXPANSION
JOINT (TYP.) a
A
DETECTABLE WARNING
PATTERN (SEE DETAIL)
4" 6„ TOP OF
I /— I i � ROADWAY
3/8" EXPANSIONS 1
JOINT (TYP.) DEPRESSED VERTICAL
DETECTABLE WARNING CONCRETE CURB
PATTERN (SEE DETAIL)
SECTION 1
NTS
PER
6" LANDSCAPE PLAN
VARIES 0 - 6. 4 VARIES 6
\-VERTICAL CONCRETE
CONCRETE CURB (TYP.)
SIDEWALK
SECTION 2
NTS -
SINGLE SIDEWALK RAMP DETAIL iB
NTS -
A R RAMP
2 :L,
MIN.
I MAX.
x
1 5/8"
1 2 3/8"
x..
<x x x
5/6"
11/2"
C
7/16"
1 3/4"
x x X, x
7/8"
1 7/16"
x x 'x
c
G
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^ SIDEWALK
PLAN
6" CURB
3/8" EXPANSION
JOINT (TYP.)
DETECTABLE WARNING
PATTERN (SEE DETAIL)
A
6" CURB
FINISHED GRADE
3/8" EXPAN'
JOINT (TYP.)
VERTICAL CONCR
CURB (TYP.)
5' -0" RAMP
2'
1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05
2
TOP OF
ROADWAY
6' -0" RAMP
) DEPRESSED VERTICAL
DETECTABLE WARNING
CONCRETE CURB
PATTERN (SEE DETAIL)
SECTION %11
NTS
6" 5'
VVI \VI \L IL
SIDEWALK
SECTION %_2�
NTS -
NOTES
1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT
OF RAMP ACCESS AREAS.
2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE
TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. THE DETECTABLE WARNING PATTERN
AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 8- 14.3(3)
3. SEE CURB DETAIL, THIS SHEET FOR CURB DESIGN.
4. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V.
SINGLE SIDEWALK RAMP D
NTS
1.5' 1 5.0' MIN. 5
NOTES:
VERT. 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER
FLUSH 5' CURB APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS,
LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS
ROUTE.
�� /������ �2 RAMPS SHALL BE TEXTURED USING TRUNCATED DOME
3/8 EXPANSION JOINT PATTERN (SEE FIGURE 3 -011). DETECTABLE WARNING
PATTERN SHALL BE YELLOW IN COMPLIANCE IMTH WSDOT
4" THICK CEMENT 0.15' MIN. CRUSH. SURF. TOP COURSE STANDARD SPECIFICATION 8- 14.3(3)
CONCRETE SIDEWALK SECTION A
3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR
RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED
BY THE COUNTY ROAD ENGINEER.
A 5' MIN. 6" CEMENT CONCRETE
PEDESTRIAN CURB 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING
LANDING
DIMENSIONS MEASURED 6' 6'
ALONG BACK EDGE OF RAMP RAMP
SIDEWALK
12
0 1
SEE PLANS —/
FOR RADIUS
2 MIN.
TOP WIDTH OF CURBS
VARIES WITH TYPE OF
CURB (SEE FIG. 3 -002)
12
1 0
SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN
RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE
FIG. 3 -010.
5. THIS DETAIL APPLIES TO BOTH ROLLED AND VERTICAL CURB
ROADWAYS.
_ 6. SEE FIGURE 3 -001 FOR CURB AND SIDEWALK JOINT
CEMENT CONIC. SIDEWALK PLACEMENT.
J 3/8" EXPANSION JOINT, TYP.
RAMP TEXTURE O2
DEPRESSED CURB
KCDOT FIG. 3 -015
NTS
P
x nx x
xxx
xx
x x x x
x x
x
X,
X r
x x 'x
L
PLAN
6' -0" RAMP
3/8" EXPANSION
JOINT (TYP.) a
A
DETECTABLE WARNING
PATTERN (SEE DETAIL)
4" 6„ TOP OF
I /— I i � ROADWAY
3/8" EXPANSIONS 1
JOINT (TYP.) DEPRESSED VERTICAL
DETECTABLE WARNING CONCRETE CURB
PATTERN (SEE DETAIL)
SECTION 1
NTS
PER
6" LANDSCAPE PLAN
VARIES 0 - 6. 4 VARIES 6
\-VERTICAL CONCRETE
CONCRETE CURB (TYP.)
SIDEWALK
SECTION 2
NTS -
SINGLE SIDEWALK RAMP DETAIL iB
NTS -
A R RAMP
2 :L,
M
vll C
D
ELEVATION
TRUNCATED DOMES (SEE NOTE 2)
DETECTABLE WARNING PATTERN DETAIL
NOTES
1. AVOID PLACING DRAINAGE STRUCTURES,
JUNCTION BOXES OR OTHER
OBSTRUCTIONS IN FRONT OF RAMP
ACCESS AREAS.
2. DETECTABLE WARNING PATTERNS MAY BE
CREATED BY ANY METHOD THAT WILL
ACHIEVE THE TRUNCATED DOME
DIMENSIONS AND SPACING SHOWN. THE
DETECTABLE WARNING PATTERN AREA
SHALL BE YELLOW, IN COMPLIANCE WITH
WSDOT STD. SPEC. 8- 14.3(3)
3. SEE CURB DETAIL, THIS SHEET FOR CURB
DESIGN.
4. RAMP SLOPES SHALL NOT BE STEEPER
THAN 12H:1V.
R- 314112
CITY OF RENTON
Approved by: ' Date: D
Approved by: Date: �/�:21t t
Approved by:
Approved by:
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MIN.
I MAX.
A
1 5/8"
1 2 3/8"
B
5/6"
11/2"
C
7/16"
1 3/4"
D
7/8"
1 7/16"
M
vll C
D
ELEVATION
TRUNCATED DOMES (SEE NOTE 2)
DETECTABLE WARNING PATTERN DETAIL
NOTES
1. AVOID PLACING DRAINAGE STRUCTURES,
JUNCTION BOXES OR OTHER
OBSTRUCTIONS IN FRONT OF RAMP
ACCESS AREAS.
2. DETECTABLE WARNING PATTERNS MAY BE
CREATED BY ANY METHOD THAT WILL
ACHIEVE THE TRUNCATED DOME
DIMENSIONS AND SPACING SHOWN. THE
DETECTABLE WARNING PATTERN AREA
SHALL BE YELLOW, IN COMPLIANCE WITH
WSDOT STD. SPEC. 8- 14.3(3)
3. SEE CURB DETAIL, THIS SHEET FOR CURB
DESIGN.
4. RAMP SLOPES SHALL NOT BE STEEPER
THAN 12H:1V.
R- 314112
CITY OF RENTON
Approved by: ' Date: D
Approved by: Date: �/�:21t t
Approved by:
Approved by:
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ORANING ME
REV
DESIGN DEV.
11/08113
COORDINATION
p
BID SET
05115/14
LAND USE REVISION
06105/14
Al ADDENDUM #1
06112114
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DATE
APPR
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ORANING ME
REV
DESIGN DEV.
11/08113
COORDINATION
01115/14
BID SET
05115/14
LAND USE REVISION
06105/14
Al ADDENDUM #1
06112114
A2 ADDENDUM #4
07102/14
UTILITY SET
07116/14
PERMIT REVISION /
08119114
MYLAR
NO
REV
DATE
1
PERMD REVISION
05.07.14
7R1AD
AS NOTED
3
PEWREVISION
07.16.14
4
PERMI7REvmm MYWi
08.18.14
Acc sz
Call 811
• two business days
before you dig
SCALE: AS NOTED
PLOT DATE: 08/19/14
PRINCIPAL MAV
PRDJ. MGR: AGG
UCP U14001164
DRAFTER TAD
7R1AD
AS NOTED
�°7�,
DATUM
46 CITY OF
)J'ON
Plannin Buildin Public Works Dept.
9� 9� P
VANTAGE POINT APARTMENTS
ON SITE IMPROVEMENT PLANS
SIDEWALK RAMP DETAILS
8- -19 -2014
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NO.
REVISION
BY
DATE
APPR
x,\IO,m AGC
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