HomeMy WebLinkAboutR-39815217.7' LT PT EDGE LINE
7.7' LT PT LANE LINE
2.3' RT PT LANE LINE
12.3' RT PT DOUBLE YELLOW
CENTER LINE
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STA 57+53.62
7.5'
17.5'
LT PC EDGE LINE
'
2.5'
LT PC LANE LINE
RT PC LANE LINE
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12.5'
RT PC DOUBLE YELLOW.
CENTER LINE
23.5'
RT PC LANE LINE
rift
STA 56+22.53, 20.8'LT '
AP LANE LINE
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STA 55+08.28, 39.2'LT /
BEGIN EDGE LINE
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STA 54+87.10," 16.21T �X
BEGIN LANE LINE
S f 4+87.17, 27.9'LT
IN LANE OPENING '
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STA 55+18.75, 17.8'RT
BEGIN DOUBLE YELLOW
CENTER LINE
STA 54+86.79, 5.31T
BEGIN DOTTED EXTENSION LINE
STA 61+71.31, 35.1'LT
PT, AP EDGE LINE
STA 61 +49.10, 32.61T
PC EDGE LINE
STA 61+50.32, 22.7'LT
PC LANE LINE
STA 61 +51.63, 12.8'LT
PC LANE LINE
STA 61 +52.93, 2.9'L
PC DOUBLE YELLOW
CENTER LINE
REMOVE EXISTING PAVEMENT
MARKING (TYP.)
17.5' LT AP EDGE LINE
7.5' LT AP LANE LINE
2.5' RT END DOTTED EXTENSION LINE
2.5' RT BEGIN LANE LINE
12.5' RT AP DOUBLE YELLOW CENTER LINE
23.5' RT AP LANE LINE
STA 56+52.48, 25.0'RT
BEGIN LANE LINE
-' END LANE OPENING
STA 61 +50.00, 2.5'LT
AP DOUBLE YELLOW
CENTER LINE
STA 61 +00.00
10.9' RT AP DOUBLE YELLOW CENTER LINE
21.9' RT END LANE LINE
STA 63+47.85, 64.5'LT
END EDGE LINE
STA 63+35.79, 79.2'LT
END EDGE LINE
STA 63+10.96
32.9a SEC EDGE LINE
20.9'LT P`CC-, LANE LINE
10.9'LT PCC DQ YELLOW
CENTER I_J LI
STA 62+90.26, 53.6'LT
PC EDGE LINE
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12.3' RT PCC DOUBLE YELLOW CENTER LINE
23.3' RT PCC LANE LINE
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SIDEWALK DETOUR
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NOT TO SCALE
STA 63+62.59, 41.9'LT
END EDGE LINE
STA 64+26.93, 33.0'LT
BEGIN EDGE LINE
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' / 50' 0' 50' 100'
REMOVE)
EXISTING PAVEMENT MARKING SCALE IN FEET
R=606
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STA 64+26.90, 23.0'LT
BEGIN LANE LINE
STA 63+61.07, 31.6'LT
'\\AP EDGE LINE
STA 63+52.78, 20.51T
END LANE LINE
STA 63+52.92, 10.5'LT
END DOUBLE YELLOW CENTER LINE
STA 63+38.59, 0.7'LT
END DOUBLE YELLOW CENTER LINE
STA 62+92.87, 36.8'LT
PC EDGE LINE
STA 62+70.32, 33.31T
END LANE LINE NOTE:
BEGIN EDGE LINE 1. TEMP. PAVEMENT MARKING SHALL BE PAINT PER WSDOT STD. PLAN M-20.10-02.
2. REMOVE EXISTING PAVEMENT MARKING THAT CONFLICTS WITH NEW MARKING.
i nA' DIVERS1011
40
4, STA 69+64.85
25.4' LT PT EDGE LINE
35.4' LT PT LANE LINE
9xo STA 69+82.54, 25.4LT
° END LANE LINE
STA 70+13.68, 35.4'LT
AP EDGE LINE
STA 71 +44.68, 39.2'LT
END EDGE LINE
NOTES
1. PEDESTRIAN ACCESS SHALL BE MAINTAINED AT
ALL TIMES, UNLESS APPROVED BY THE CITY OF
RENTON.
2. CONTRACTOR SHALL ESCORT PEDESTRIAN
THROUGH THE WORK ZONE WITHIN THE BRIDGE
AREA.
3. SEE WSDOT STANDARD PLAN K-34.20-00 FOR
PEDESTRIAN DETOUR AT INTERSECTION.
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SURVEYED: JFS • . 1I M c Fq „ DRAWING NO. 1 0.01
DRAWN BY: CMF ti og w ►j � �-= CITY OF RENTON HIGHLANDS TO LANDING
PROJECT NO. 31796
DESIGN BY: TJP a'� - Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007)
tol FED AID NO. CM-1070(007)
CHECK BY: LBM H230 NEobal oints rivener 1 CONSTRUCTION CHANNELIZATION PLAN
10230�te 400 Doe 237 APPROVED FOR CONSTRUCTION DATE: June. 2013
PROJ MGR: LBM Kirkland,Washington OW GISTF+¢PEDESTRIAN ACCOMMODATION DETAIL
Phone: (425) 822-4W G1 01101f
SHEET NO. 41 OF44
NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) k.com 77BY: DATE:
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