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STA:9+16.20, 5.50 LT
BEGIN WIDE LINE, 5.5' LT
BEGIN DYCL, 4.5' RT
BEGIN WHITE EDGE LINE, 15.5' RT
9+00
(-
BEGIN PROJECT
STA: 9+16.48
N:162815.79
E:1298979.98
STA:10+36.20, 5.50 LT
BEGIN TWO WAY LEFT TURN LANE LINE, 5.5' LT.�
STA:9+96.29, 4.50 RT
END DYCL, 4.5' RT7
BEGIN TWO WAY LEFT TURN LANE LINE, 4.5' RT.
STA:9+76.19, 5.50 LT
END WIDE LINE, 5.5' LT
60.00
STA:10+99.91, 5.50 LT -
END TWO WAY LEFT TURN LINE, 5.5' LT.
BEGIN DYCL, 5.5' LT.
END TWO WAY LEFT TURN LINE, 4.5' RT.
STA:12+30.34, 97.17 LT
END WIDE LINE
STA:12+26.15
TYPE 2R TRAFFIC ARROW
STA:12+20.00, 5.50 LT
END DYCL, 5.50 LT
END WIDE LINE, 4.5 RT
STA:11+60.00, 4.50 RT
BEGIN WIDE LINE
STA:11 +41.64 STA:11 +91.62
TYPE 2L TRAFFIC ARROW] TYPE 2L TRAFFIC ARROW
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----------- ---- - ----
- - - - STA:10+61.06-STA:10+7684
2L TYPE 2L
TALBOT ROAD S. TRAFFIC T ARYPE ROW TRAFFIC ARROW 11.00
0+00
- =t-1-7-7- -
60.00
-
�� BEGIN SIDEWALK
STA:10+47.02 R=15
OFF: 27.51'RT
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LEGEND
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HMA ASPHALT REPLACEMENT PER CITY OF RENTON
L - - - J
STD. PLAN 103 SHOW ON SHEET FR-04
SIDEWALK PER CITY OF RENTON STD. PLAN F007
"
SHOWN ON SHEET FR-04
- - - - - -
SAWCUT
CURB AND GUTTER PER CITY OF RENTON STD. PLAN
101 SHOWN ON SHEET FR-04
TYPE 1 RAISED PAVEMENT MARKERS PER CITY OF
0 0 0 0 0
RENTON STD. PLAN H007 SHOWN ON FR-04
DOUBLE YELLOW CENTER LINE (DYCL) PER CITY OF
RENTON STD. PLAN H008.2 SHOWN ON FR-03
TWO WAY LEFT TURN LANE PER CITY OF RENTON
STD. PLAN 109 SHOWN ON FR-03
LANE LINE PER CITY OF RENTON STD. PLAN 109
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SHOWN ON FR-03
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WIDE LINE PER CITY OF RENTON STD. PLAN H008.2
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SHOWN ON FR-03
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PAINTED EDGE LINE PER CITY OF RENTON STD. PLAN
H008 SHOWN ON FR-03
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PLASTIC BIKE LANE SYMBOL PER CITY OF RENTON
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STD. PLAN H009.2 SHOWN ON FR-03
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PLASTIC TYPE 2L TRAFFIC ARROW PER CITY OF
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RENTON STD. PLAN H009 SHOWN ON FR-03
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THERMOPLASTIC/PAINTED CROSSWALK PER CITY OF
RENTON STD. PLAN 127 SHOWN ON FR-03
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CALL BEFORE YOU DIG
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THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
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AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
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VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING
THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF
48 HOURS PRIOR TO ANY EXCAVATION.
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O4366
AS �FGI STEREO
S10NAL
06/19/20191 NO.
11+00 NO' 30' 19.18"E
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500 8' PLANTER
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-8' "SIDEWALK o ;
2p 00'
30.00
x STA:10+85.53
BIKE LANE SYMBOL
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BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL
REVISION
5.
11.00 f T 60.00
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12+00
_ STA:11+77 -r
BIKE LANE SYMBOL
° Sq/41�+07.7t, 15.554RT
END EDGE LANE, 20a 56 RT
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STA:11 +42.17-J
STREET LIGHT
SEE ELECT ,�� P.L6NL
I STA:12+34.85 STA:12+69.90, 5.50 LT
60.00 TYPE 3L TRAFFIC ARROW
BEGIN TWO WAY TURN LANE, 5.50 LT
LJJ BEGIN TWO WAY TURN LANE, 4.50 RT
FO
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J
STA:13+36.48, 15.07 LT
_ t, TWO WAY TURN LANE ANGLE POINT, 15.07' LT.
\1. TWO WAY TURN LANE ANGLE POINT, 4.82' LT.
\ BEGIN LANE LINE, 6.18' RT.
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STA:12+45.06,
� �--- -a-=° ---
37.17 LT - - -
- -
END STOP BAR
STA:12+30.34, 37.17 LT
L BEGIN WIDE LINE ______------
STA:12+20.34, 37.17 LT _
BEGIN STOP BAR 13+00-
- i - - -
o
F-STA:12+37.91, 15.11 RT
R=15.00'
p.
o -
8r00
END PROJECT-
STA:13+99.67
N:163299.00
E:1298980.50
STA:13+99.67, 13.99 LT
END TWO WAY TURN LANE, 14.0' LT.
END TWO WAY TURN LANE, 4.0' LT.
END NEW LANE LINE (MATCH EXISTING), 7.0' RT.
11.00
_R=20.00- _ _ _ _ _ _ _
°a '
END SIDEWALK
°
STA:12+66.85
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OFF: 26.11'RT
R=2��
R=15.00'
STA:12+44.43
STREET LIGHT
SEE ELECTRICAL PLANS
ST :12+37.97,
28.50 RT
BEGIN EDGE LINE,
28.50 RT
REFER TO R,,4036149
W,*403601 , S,,403601 FOR
AS -BUILT INFORMATION
R.E.W. 05/01/191 R.D.J. suwEYED:
R.E.W. 06 19 19 R.D.J. DESIGNED:
K. MELVIN
DRAWN:
S. ORDONEZ
CHECKED:
R. JARVIS
BY DATE APPR APPROVED:
R. JARVIS
1 "=20'
ONE INCH
AT FU11 SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
we
------------- imil
00 14+10
11.00 STA:13+98.07, 17.99 RT
t END EDGE LINE, 17.99 RT�
R-403622
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 07/16/2019
TRANSPORTATION OPERATION
cbarnes 08/06/2019
DAM
VERTICAL: NAVD 19W
HORIZONTAL: NAD 1983/1991 CITY O F W EAT H E R LY INN R E N TO N
4500 TALBOT RD S PAGE.
RENTON PAGE.
FIELDIOK:
RENTON, WA 98055 DRAWING NO:
DATUM Planning/Building/Public Works Dept. FR-02
FRONTAGE CHANNELIZATION PLAN
SHET. 32 OF: