HomeMy WebLinkAboutT-3430164WE
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BLOCKBUSTER
4
MATCH EXISTING CHANNELIZATION P
STA 449 +15.00, 3.80' RT
STA 449 +22.93, 4.45' RT'
STA 449 +24.75, '17.3 ' T 1 `
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LLJ N o RAINIER AVE °S ° STA 40 +72.39, 32.91' LT
CD. . . ° . . . ° .
13 10 STA 40 +75.06, 21.95' LT
r+ . . . ° . . . . ° . . . . . . . ° . . . . . . ° ° . . . - . __ -
° °.
w ° STA 38 +713 6, 40 STA 40 +70.53,
z 100' R 3.5' LT f t t e t t e: f t e f f t f e f
1•12' & 10.88' LT
STA 38 +54.66, 2.06' LT 4�
° STA 38 +01.44, 7.06' RT \ -STA 39 +13.48, °8.5' RT ° 4 STA 40 +78.46, 11.0' RT
`u LLJJ4 STA 39 +75.02, 31.44' RT STA 40 +81.16, 22.04' RT
. 8.:.: BIZ / Or `I Bit all BI 0 1 B:f 8 11 -Bfi at$ Bit B:t or e f f : e : f 1 : - 8 s i :..f B : f 1 i B 1
I _ STA 40 +83.85, 33.08' RT
j�
McLENDON
HARDWARE
SIGN SCHEDULE
SIGN
N0.
STATION
OFFSET
DESIGNATION
REMARKS
S1
40 +64.39
80.41' LT
"FRED MEYER"
REMAIN
S2
40 +79.13
57.72' LT
R3 -5 "RIGHT TURN ONLY"
REMOVE
S3
38 +33.96
59.10' RT
"CUSTOMER
PARKING ONLY
RELOCATE
S4
39 +91.32
60.29' RT
"CUSTOMER
PARKING ONLY"
RELOCATE
S5
41 +65.81
52.99' RT
R3 -5 "RIGHT TURN ONLY"
REMOVE
S6
289
LT
R10 -30 (MOD)
NEW SIGNAL POLE MOUNT
S7
RT
R10 -30 (MOD)
NEW SIGNAL POLE MOUNT
S8
38 +58.34
46.87' LT
"BUS"
BY OTHERS
S9
38 +90.53
46.50' RT
R3 -7R (MOD)
NEW
810
38+36.27146.50'
LT
R3 -2004 MOD
NEW
S11
40+93.04152.50'
RT
"MCLENDON HARDWARE"
REMOVED BY OTHERS
NOTE: FOR R3 -2004 (MOD) & R3 -7R (MOD), SEE SHEET 217.
FOR R10 -30 (MOD) DETAILS, SEE SHEET 220.
FOR SIGNAL POLE MOUNTED SIGN DETAILS & LOCATIONS, SEE SIGNALIZA11ON PLANS.
0 5 10 20 40
SCALE IN FEET
:t]
STA 41 +01.63,
49.00' RT-
STA 4
STA 40 +77.25,
50.94' LT
STA 40 +75.53,
1.05' LT
41
STA
MATCH EXISTING CHANNELID
STA 450+99.29, 8.09' LT &
ETCH EXISTING CHANNELIZA11ON
A 449 +15.00, 8.97' LT
449 +25.60, 8.07' LT
STA 449 +35.83, 20.56'
LT
STA 41 +61 4,
34.32' L
STA 41 +68.33,
23.36' LT
STA 41 +70.73,
12.39' LT -
STA 41 +79.94,
0.54' LT
STA 4173.34, 0.43' LT
STA 4180.14, 12.54 ' RT
STA 41 +73. 4, 23.44' RT -
STA 41+7
34.48' RT
18
-15
41+49.28, 47.35' L
u m: Bpi
8
1 1 - N
B t r f B x W
w
1 13 N vzi
S 41 +71.84,
O6' RT
UB SHOP
TA 1450 +80.18,
23.71' LT
STA 450 +82.82,
8.4,1' LT
11
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 G004, 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.
F11 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.
10 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.
T- 3430164
CORRESPONDING SHEETS
CATEGORY
CD
0
RIGHT OF WAY PLANS
14
cli
10
V)
76
ALIGNMENT PLAN
88
w
z
J
100
DRAINAGE PLANS
111
DRAINAGE PROFILE
122
WATER PLAN
S 41 +71.84,
O6' RT
UB SHOP
TA 1450 +80.18,
23.71' LT
STA 450 +82.82,
8.4,1' LT
11
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 G004, 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.
F11 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.
10 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.
T- 3430164
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
14
EXISTING CONDITIONS
62
SITE PREPARATION & TESC PLAN
76
ALIGNMENT PLAN
88
ALIGNMENT PROFILE
100
DRAINAGE PLANS
111
DRAINAGE PROFILE
122
WATER PLAN
139
WATER PROFILE
153
JOINT UTILITY TRENCH PLAN
171
JOINT UTILITY TRENCH PROFILES
187
PROPERTY RESTORATION PLANS
202
CHANNEUZATION & SIGNING PLAN
-
ILLUMINATION PLANS
235
IRRIGATION PLAN
289
LANDSCAPE PLAN
301
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SURVEYED: KPG
DRAWN BY: KMH
DESIGN BY: KMH
CHECK BY: JMD
PROJ MGR: JF
FILE: 0655DCH01.dvvg
KPG'
1539Th AvenueN 2502 Jefferson Avenue BID
Seattle,WA98109 Tacorna,WA98402 DOCUMENTS
(206) 286-1640 253)627 -0728
wwwkpgoom (
- CITY OF RENTON
"�
Public Works Department
APPRO D FOR CONSTRUCTION
BY: DATE: 11'�lZ
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
CHANNELIZATION & SIGNING PLAN
STA 38 +00 TO STA 42 +00
DRAWING NO. 224
PROJECT NO. TED403430
FED AID NO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 224 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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