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ADD TRHU/RIGHT 13
TURN ARROW
' STA 18+11.02
STA 17+57.47 12 26.76' I T
S17
'�P STA 18+37.54, 16.50' LT
S18
STA 19+69.76, 16.50' LT
0
LLJw • • •' • '• ' ' ' 5 `D — STA 19+69.76, 5.50' LT
cn. . '• '
N ❑ ° ' ' AP STA 18+01.35, 2.06' LT STA 19+24.76, 5.50' LT
+ 3 ... t .r.......
...... ...... •� .•o • :..•,.•, • ..• ... ...... ........� g ...... ��—
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• J.
•TYP STA 17+55.09 ' • �y s� • %• ° dye ' '20' •TYP AP STA 19+29.76 • —STA 19+69.76, 6.50' •R.T,•
z 10 6.50' RT STA 19+54.40 1 _
Q = A ��
STA 17+92.65 REMOVE STALL ,
S16 / •..
❑1 STA/6 +5 4
ti
PLAN
%%•' S ti % 4 I ��
0 10 20 40 60 ,9 u
SCALE IN FEET 6�x
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50.0'
REMOVE EXISING
CHANNELIZATION FOR
LEFT —TURN OPENING
INSTALL QWIK KURB MEDIAN
SEPARATOR W/ YELLOW POSTS
AND REFLECTORS
STA 20+36.73 ❑2 • '
e : s i : ;s ; s : a t s :s ;: L s .e 21 .... .... .
.....
BRONSON WAY S
.. ... ...... .... .
4
F1 STA .2.0+61.73...................................... .
S19
S20
STA 64+87J3
STA 64+56.14 Fil
GENERAL NOTES
1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION.
2
3.
4.
5.
0
7.
ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION," LATEST EDITION.
FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON
STANDARD PLANS UNLESS OTHERWISE NOTED.
PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN.
ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND
POST BASES PER COR STANDARD PLAN 129.
FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND
OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC
PLANS, SHEET 8.
MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED
GRADE.
CHANNELIZATION NOTES
WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN
H008.
El 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128.
ElDOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS
(RPM) PER COR STANDARD PLAN H001.
E APPROACH LINE PER COR STANDARD PLAN H002.
ElLANE LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR
STANDARD PLAN H002.
F6] 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL.
F7]
4" EDGE LINE AND 8" CROSSHATCH PER COR STANDARD PLAN H008
WITH RPM SUBSTITUTION, WHITE
TYPE 1 RPMS AT
3' OC.
Fi—ol
8" CROSSHATCH PER COR STANDARD PLAN H008
WITH RPM
SUBSTITUTION, YELLOW TYPE 1
RPMS AT 3' OC.
12
WHITE THERMOPLASTIC TRAFFIC
ARROW PER COR
STANDARD PLAN
H 010.
Fl 3
WHITE THERMOPLASTIC TRAFFIC
ARROW PER COR
STANDARD PLAN
H011.
SIGN SCHEDULE
SIGN NO. STATION
OFFSET
DESIGNATION
REMARKS
S16
17+59.39
35.89' RT
"ONE WAY"
REMOVE
S17
18+45.18
37.76' LT
"ONE WAY"
REMOVE
S18
19+76.69
37.38' LT
"ONE WAY"
REMOVE
S19
64+94.69
17.73' RT
R1-1: "STOP"
NEW
S20
64+86.43
17.18' RT LEFT —TURN PROHIBITED
REMOVE