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- MATCH EXISTING CHANNELIZATION
STA 348 +28.50, 0.71' LT
Jm
IL .. MATCH EXISTING CHANNELIZATION
0C STA 348 +78.90, 9.45' RT
1 d. ..
W
QDOBA
STA 349 +28.44 11' - 12' VARIES
3.90' LT m
STA 349+28.27 �+
7s0' RT 4 POWER SPORTS :JACK IN THE BOX
S7 m m 18 d r,
S6
S2
STA 349 +42.28, m STA 349 +41.61, Q
19.13' RT 24.69 kT STA 34 +45.18, 50.52' LT
-- -
STA 33 +78.82, - S4 S5
- 43.35' FL 2
53
S10 D23
D19 D20
D21 -
3 - - -- _ - - N
30. 33 +69.13,
2 STA 35+57.65, 30.5' LT
30.5 LT STA 34 +56.49, � �®
STA 33 +68.55, 8.5' LT 4 e ,t0 „B tie tte t,e cn
tit B , , , , e , 1 1 , iIB 1tB tie tiB 3 1 tSB t,B i,B fSB SIB ,SB iie 3 s tie
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N _ 8 19.5' LT STA 34 +57.65, 30.5' LT STA 35 +59.25, 8.5' LT STA 36 +70.19, 7.0' LT " II +
w 10� STA 33 +63.20, STA 34 +60.85, . . . " . . . o " " II . . " . . . " • • 4 ��
w _ 3.5' IT 3.5' & 8.5' RT STA 36 +17.79, 100' R 10 13 + a
N 2 STA 34 +57.07, 19.5' LT 4 4
0 3 -
i a,,, t e i i: i e t t:: e 2.01' RT f N
U-) 3 34 1 35 RAINIER AVE S3s
+ W Z
M N - O - -r -:. - _
S 33 +58.20, " . . . . . . " . . . . " . . . " . . "
N 13 8 & 3.5' LT STA 34 +55.85, 3.5' RT " M " " " " " " 8 STA 37 +84.54, 8.5' RT 100' R a
Z STA 36 +00.58, 3.5' RT 100' R STA 36+87.23, 8.5' LT "
J STA 33 +62.57, 8 5' RT • • • " • • • " • • • " • • • " • • 7
STA 34 +50.50, 19.5' RT S71 " S8
33 +61.99, 1 .5' RT it 9 1 Bit Bit Big Bit Bit 88 Ott Bit Bit Bit Brt Big at a B„ Bit 6 Ott Bit BS ett Bit au Bti Bit Bit a,I ei
-- -
"' 8 STA 34 +49.92, 30.5' RT - - - -- �`
STAj 33 +61.41, 3 .5' RT
S9 - - -- - - -- -
/ L2J c1 d r771 I l�, IKF7 D22
STA 33+ 4.0 ,
STATION
OFFSET
DESIGNATION
STA
34 +40.63, 47.29'
RT
-' _- -
47.8' RT m
_
S2
35 +53.26
66.81' LT
R3 -5R
RIGHT TURN ONLY
REMAIN
S3
35 +54.85
65.27' LT
"EXIT ONLY"
REMAIN
S4
37 +15.12
57.60' LT
"DRIVE THRU"
REMOVE
S5
37 +41.81
18
"EXIT ONLY"
REMOVE
S6
STA
350 +64.3, 20.46' LT
"QDOBA"
REMAIN
S7
STA 350 +64.9
40.75' RT
"BUS"
BY OTHERS REMOVE
S8
36 +74.59
46.50' RT
D10 -1 "MILE 27"
21.73' RT o
m
34 +41.06
58.12' RT
R10 -30 MOD
MATCH
LINE STA
352 +00 THIS SHEET
co m
w
4
STA
350 +69.10, 5.58' LT
46.50' RT
a
N
S12
36 +37.38
46.87' RT
"BUS"
BY OTHERS
S13
1 36 +02.96
46.50' LT
R3 -7R MOD
NEW
S14
1 35 +05.00
46.31' RT
"CUSTOMER PARKING ONLY"
RELOCATE
S15
16.5' .. y
RT
15.7'
STA
350 +69.10, 3.79' RT
1 37 +30.08
.~d
STA 352 +29.25, 2.75' RT
m
y
STA 352 +29.25 LT
y4.95'
_ S15 ••
m m
I
- J
m
STA 351 +42.20,
6.71'
LT
"
STA 351 +75.24,
3.79'
RT
m m
n
• o
MATCH EXISTING CHANNEUZATION
STA 353 +01.95, 0' LT
CA
CA
MATCH LINE STA 352 +00
THIS SHEET
McLENDON
HARDWARE
0 5 10 20 40 60
SCALE IN FEET
I
SIGN SCHE
GENERAL CHANNELIZATION NOTES
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.
3. 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 GO04, 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.
CHANNELIZATION NOTES
�1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02.
�2 18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03.
Q 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP
LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT
DETAIL, SHT 281.
® 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.
❑7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02.
® LANE LINE PER WSDOT STD PLAN M- 20.50 -02.
1p NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02.
13 PAINT MEDIAN CURB YELLOW.
18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02.
SIGN
N0.
STATION
OFFSET
DESIGNATION
REMARKS
S1
33 +86.97
90.20' LT
RIGHT /LEFT
TURN ONLY
REMOVE
S2
35 +53.26
66.81' LT
R3 -5R
RIGHT TURN ONLY
REMAIN
S3
35 +54.85
65.27' LT
"EXIT ONLY"
REMAIN
S4
37 +15.12
57.60' LT
"DRIVE THRU"
REMOVE
S5
37 +41.81
57.31' LT
"EXIT ONLY"
REMOVE
S6
37 +95.42
69.87' LT
"QDOBA"
REMAIN
S7
36 +56.23
40.75' RT
"BUS"
BY OTHERS REMOVE
S8
36 +74.59
46.50' RT
D10 -1 "MILE 27"
RELOCATE
S9
34 +41.06
58.12' RT
R10 -30 MOD
NEW SIGNAL POLE MOUNT
S10
33 +74.81
54.95' LT
R10 -30 MOD
NEW SIGNAL POLE MOUNT
S11
37 +39.20
46.50' RT
R2 -1 "35 MPH"
RELOCATE
S12
36 +37.38
46.87' RT
"BUS"
BY OTHERS
S13
1 36 +02.96
46.50' LT
R3 -7R MOD
NEW
S14
1 35 +05.00
46.31' RT
"CUSTOMER PARKING ONLY"
RELOCATE
S15
1 351+40.69124.08'
RT
1 "2 HR PARKING"
REMOVE
Sib
1 37 +30.08
40.50' RT
I R1 -1 "STOP"
REMOVE
NOIE: FOR RS -2004 (MOD) & R3 -7R (MOD) DETAILS, SEE SHEET 217.
FOR R10 -30 (MOD) DETAILS, SEE SHEET 220.
FOR SIGNAL POLE MOUNT SIGN DETAILS & LOCATIONS, SEE SIGNALIZATION PLANS..
T= 3430163
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
13
EXISTING CONDITIONS
61
SITE PREPARATION & TESC PLAN
75
ALIGNMENT PLAN
87
ALIGNMENT PROFILE
99
DRAINAGE PLANS
110
DRAINAGE PROFILE
120,121
WATER PLAN
138
WATER PROFILE
152
JOINT UTILITY TRENCH PLAN
170
JOINT UTILITY TRENCH PROFILES
186
PROPERTY RESTORATION PLANS
201
CHANNELIZATION & SIGNING PLAN
-
ILLUMINATION PLANS
234
IRRIGATION PLAN
288
LANDSCAPE PLAN
300
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11 -14 -11
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SURVEYED: KPG
DRAWN BY: KMH
DESIGN BY: KMH
CHECK BY: JMD
PROJ MGR: JF
FILE: 0655DCHOt.dwg
Kp�
753 91h Avenue N 2502 Jefferson Avenue BID
Sealte,098109 Tacama,WA98402 DOCUMENTS
(206)286.1640 253 627 -0720
( 1
w,rwkpgcom
CITY OF RENTON
Public Works Department
APPR FOR CONSTRUCTION
./
BY: DATE: /r/4
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
CHANNELIZATION &SIGNING PLAN
STA 33 +50 TO STA 38 +00
3
DRAWING NO. 223
PROJECT NO. TED403430
FED AID NO. - CM0167(046)
DATE: NOV 2011
SHEET NO. 223 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATEvOxaL
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