HomeMy WebLinkAboutT-404501I EXISTING FOGLINE STRIPING
EDGE OF PAVEMENT
A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
STA. 106+8.48, 9.66' RT.
BEGIN EXISTING FOGLINE REMOVAL CL OF RIGHT-OF-WAY
BEGIN 4' FOGLINE TAPER
(MATCH EXISTING)
STA. 107+61.56, 9.00' RT.
BEGIN 8" PLASTIC WIDE LINE
STA. 107+61.56, 26.00' RT.
END 4" FOG LINE TAPER
106+00 107+00
153.08'
RELOCATE EXISTING "ADOPT A -
ROAD" SIGN PER SHEET RD-04
EXIST. POWER POLE TO BE -�
RELOCATED PER SHEET RD-04
RELOCATE EXISTING FIRE ----/
HYDRANT AND ASSOCIATED
BOLLARDS PER SHEET RD-04
200+00
i I\�
EXIST. POWER POLE TO BE
RELOCATED PER SHEET RD-04
EXISTING I STRIPING
- i— Z OF RIGHT-OF-WAY
201 +00
STA. -108+61.56, 9.00' RT.
END 8" PLASTIC WIDE LINE
o�
108+00 0 10,
100,
LLJ
z
00
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p-_ �.
i
STA. 108+64.00 0.83' LT.
BEGIN EXISTING STRIPING REMOVAL
109+00
0
0
r �
!..
I i
RELOCATE EXISTING "PEDESTRIAN
CROSSING" SIGN PER SHEET RD-04 i
� I
3 II RELOCATE EXISTING "NO STOPPING'
I SIGN PER SHEET RD-04 II
3
�F
i 1
1
1 10TH AVENUE S.E.
R=35'
NOTE: REPLACE ALL EXISTING STRIPING WHERE
DAMAGED BY CONSTRUCTION OR OBSCURED
BY OVERLAY.
EDGE OF PAVEMENT
ED
202+00
rr I Q
STA. 202+49, 10' LT. —
BEGIN FOGLINE STRIPING
120TH AVENUE J.E.
REMOVE 95 L.F. OF EXISTING FOGLINE AND I STRIPING
0
110+00
c, STA. 109+59.40, 1.00' LT.
END EXISTING � STRIPING REMOVAL
-- (MATCH EXISTING)
STA. 109+69.40, 9.35' RT,
END EXISTING FOGLINE REMOVAL
R=40' END FOGLINE RADIUS
(MATCH EXISTING)
EXIST. POWER POLE TO BE
RELOCATED PER SHEET RD-04
STA. 10+51, 1 1.00' LT. FROM
ROAD C Q AND 0.00' RT.
FROM EDGE OF PAVEMENT
BEGIN FOGLINE RADIUS
s R, A D
0
2031+00
0
204+00
STA. 204+ 11, 10.00' LT,
END FOGLINE STRIPING
R=35'
SCALE: 1'° = 20'
20 10 0 20 40
CONTOUR INTERVAL = 2'
HORIZONTAL DATUM: WASHINGTON STATE PLANE
COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON
TIES TO KING COUNTY PUBLISHED CONTROL.
VERTICAL DATUM: NAVD '88, BENCH MARK - 4' X4'
CONCRETE MONUMENT WITH LEAD AND TACK IN CASE
LOCATED AT THE INTERSECTION OF SE 192ND ST AND
116 AVE SE. ELEVATION = 514.98 FEET.
WARNING[:
OVERHEAD POWERLINES ALONG RIGHT
SIDE OF 116TH AVENUE S.E.
NOTE:
CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING
(206-263-6110) AT LEAST 3 BUSINESS DAYS PRIOR
TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT
AND SIGN INSTALLATION.
KING COUNTY TRAFFIC ENGINEER
ENGINEER DATE
sz�
ill
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I II
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RELOCATE EXISTING 4 MAILBOX
UNITS PER PER SHEET RD-06
� i 1
/ DATE
s ,,117J
SING NGINEER DATE
STA. 39+00.45, 8.00' LT.
i BEGIN FOGLINE STRIPING
I
i
I
R=25'
I r R=25'
205+00
0
STA. 205+33, 10.00, LT.
END FOGLINE STRIPING
T-404501