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NOTES:
1. RAMP AND APPROACHES HAVE MINIMUM
32 IN. CLEARANCE FROM OBSTACLES INCL.
HYDRANTS, POLES, AND INLETS.
�2 RAMP SHALL BE TEXTURED USING TRUNCATED FLUSH
DOME PATTERN. (SEE DETAIL BELOW.)
3. RAMP CENTER LINE SHALL BE PERPENDICULAR
TO OR RADIAL TO CURB RETURNS UNLESS
OTHERWISE APPROVED BY THE COUNTY ROAD
ENGINEER.
4. RAMPS SHALL BE CONSTRUCTED AT
CORRESPONDING SIDEWALK LOCATIONS
ON OPPOSITE SIDE OF STREETS WHEN
RAMPS ARE CONSTRUCTED ON ONE SIDE
OF STREET. SEE FIG. .3-006.
LANDING SHALL BE MINIMUM 4 X 4'. (REFER TO FIG. 3-008.)
6 ORCOLOR FLIGHT
DARK TO LIGHT AND OLORINGMUSTBEAN INTEGRATED
PART OF THE RAMP.
\ /„\ @ 0
(� z
/N 0
U
W
a
SQUARE PATTERN
DIAGONAL ALIGNMENT
10,
4' MIN.
12:1
E BREAK &
3�8"p
EXSPANSION JOINT
5" THICK CEMENT CONCRETE SIDEWALK
SECTION -ROLLED CURB
SQUARE PATTERN
PARALLEL ALIGNMENT TRIANGULAR PATTERN
PLAN TRUNCATED DOMES
CURB RAMP
NOT TO SCALE
� y\v�i� 0
C.
t;)
S �--
�9
4" CEMENT CONCRETE
SIDEWALK AND RAMP -
6' MIN.
I 12
-I 1
f qa
SECTION A -A
NOTES:
1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS.
l�FMFNj. '�iN
S?SON CO�C
MATCH EXISTING OR
PROPOSED SURFACE
-ASPHALT CONCRETE
2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS.
UIRED
3 PAVOEDDER SHALL BE SHOULDER SLOPE RSAHALLL MATCH CED AS 4CROWN BSECS. SLOPEOR 0.02�Ff./FT
4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS.
O RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-007.)
CEMENT CONCRETE SIDEWALK
TRANSITION TO ASPHALT SHOULDER
NOT TO SCALE
2.0' MIN FOR TRUNCATED
DOME SECTION
PVMT.
TEXTURE
OR CROSSWALK LOCATION.E.
NOTE:
1C RAMPS SHALL UC CONTRASTING COLOR OF LIGHT TO DARK
OR DARK TO LICEIT AND COLORING MUST BE AN INTEGRATED
PART OF T.IE 9,SWP.
2. CONSTRUCT RA�.IPS IN ACCORDANCE WITH FIG. 3-007.
® LANDING SIU`,l.L BE A MINIMUM 4' X 4'.
CURB RAMP
WITHIN RADIUS
NOT TO SCALE
KING COUNTY D.D.E.S.
2e �Eineer Completion Data
nio n eel �ompie ion uo':c
vtES I. ND _RS P Apr al t: Da
OPMEI T ENGINEER
Comments: