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s7 BROWN BEAR
CAR WASH
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• a t e STA 26+97.00, 15.5'
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d- A ° ❑26�- STA 26+97.00, 3.5 LT
❑ •
STA 27+62.87 3.18' RT °
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1073 =1:-11
GENERAL CHANNELIZATION NOTES
LITHIA DODGE
CHRYSLER
S8 S6 4ell
;s0
D 11 A
STA 28+53.84, 14.�,5' LT
:=B _: ::e ==eSTA 28+40.84, 13.77' LT
❑
100' R
• ❑ 7 Z.— \5
• ❑ ° _
❑ STA e:27.28.51, • a e• _,
• 4 8.5' R� : k
d10 �!t:: al: RAINIER AVE S Ott e,; a== a== ®16
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1
1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION.
2. 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.
4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN.
5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND
POST BASES PER CITY OF RENTON STANDARD PLAN 0004, G010 AND
G012.
6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND
OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS,
SHEETS 69 - 80.
— S13 TO REMAIN. ISOD 1 112/15
REVISION DESCRIPTION
BY I APP.I DATE
V*�-QijkGIAC
�OS� WAS�t 7a
20320ISTf
w�
jo vAL
CHANNELIZATION NOTES
[1]
WIDE LINE PER
WSDOT STD PLAN M-20.50-02.
D
PLASTIC TRAFFIC
ARROW PER WSDOT
STD PLAN
M-24.40-01,
M-3.40-03, M-3.10-03,
M-3.50-02
AND M-5.10-02.
WIDE DOTTED LANE
LINE PER WSDOT
STD PLAN
M-20.50-02.
LANE LINE PER
WSDOT STD PLAN M-20.50-02.
�g
WHITE DOTTED
EXTENSION LINE PER WSDOT STD
PLAN M-20.10-02.
10
NO PASS LINE
PER WSDOT STD PLAN
M-20.50-02.
13
PAINT MEDIAN
CURB YELLOW.
SURVEYED: KPG
DRAWN BY: KMH
DESIGN BY: KMH
CHECK BY: JMD
PROJ MGR: JF
FILE: 0655DCH01.dwg
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www,kpg,com
SIGN SCHEDULE
SIGN
NO.
STATION
OFFSET
DESIGNATION
REMARKS
S1
26+86.38
71.76' RT
"IHOP"
REMAIN
S2
27+86.23
61.39' RT
SIGN
REMOVE
S3
24+93.12
52.76' RT
"BUS"
BY OTHERS_
S4
24+97.40
52.50' RT
R3-2004 MOD
NEW
S5
27+60.88
51.19' RT
R3-2004 MOD
NEW
S6
27+15.61
53.57' LT
R3--2004 (MOD)
NEW
S7
24+14.92
62.75' LT
"BROWN BEAR CAR WASH"
REMOVE
S8
26+85.80
56.87' LT
"JEEP"
S9
26+52.65
56.63' RT
"IHOP"
_REMOVE
S10
27+12.03
57.94' RT
"IHOP"
_REMOVE
REMOVE
S11
27+84.26
57.23' RT
"ENTRANCE"
REMOVE
S12
28+39.61
55.95' RT
"EXIT"
REMOVE
S13
28+55.90
60.98' RT
"KFC"
REMAIN
S14
28+67.85
62.30' LT I
"JEEP"
REMOVE
NOTE: FOR R3-2004 (MOD) & R3-7R (MOD) DETAILS, SEE SHEET 217.
— CITY OF RENTON
BIDPublic Works Department
DOCUMENTS APP V D FOR CONSTRUCTION
BY: DATE:
T-3430161
CORRESPONDING SHEETS
CATEGORY
RIGHT OF WAY PLANS
SHEET
11
EXISTING CONDITIONS
59
SITE I REPARATION & TESC PLAN
73
ALIGNMENT PLANT
85
ALIGNMENT PROFILE
i 97
DRAINAGE PLANS
108
DRAINAGE PROFILE
117-119 g
WATER 1PLAIN
WATER PROFILE
150
JOINT UTILITY TRENCH PLAN
168
JOINT UTILITY TRENCH PROFILES
184
PROPERTY RESTORATION PLANS
199
CHANNELIZATION & SIGNING PLAN
-
ILLUMINATION PLANS
232
IRRIGATION PLAN
286
LANDSCAPE PLAN
:2:9:8j
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
CHANNELIZATION & SIGNING PLAN
STA 24+50 TO STA 29+00
221
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 221 OF 304