HomeMy WebLinkAboutTRO4103430.57 (2)C U R RA N PLAZA
GENERAL CHANNELIZATION NOTES
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SEATTLE SUPER
SUPPLEMENT
MATCH EXISTING
CHANNELIZATION
STA 248+02.52,
17.20' & 6.15' LT,
4.70' & 15.75' RT -
STA 21+12.44,
73.07' LT
CTA ?ARa-RR R1 15 1 _' RT
1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION.
2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF
WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND
4e 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
3 D9 01 WIDE LINE PER WSDOT STD PLAN M-20.50-02.
aoo .o .0
S2 ® 18" PLASTIC STOP LINE PER WSDOT STD PLAN M-24.60-03.
S15 STA 248+93.88, ,
STA. 21+37.84, 60.54 LT , STA 22+92.17, 36.5 LT 1 �I 4J rr ,
S7 27.26 RT � � 12 WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP
B ::B ::B ::B :oa ::B ::a ::a ::B :: B s : : B }: : : B B : : 8 : a : s 8 a : s s .:B � � LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT
STA 21+55.78, STA 22+98.75, 25.5' LT g DETAIL, SHT 281.
� r 7 RAINIER AVE STA 21 +53.11) 36.5' LT 49.5' LT STA 24+19.68, 36.5 LT N
`d 13 ° • ° STA 20+77.04, ' ' 2 ` F-- E PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-01,
w 10 STA 21 +59.73, 25.5 - ' STA 22+23.74, STA 23+05.33, 14.5 LT 1 '�
8 14.5 LT r 25.98' LT 3 4 = M-3.40-03, M-3.10-03, M-3.50-02 AND M-5.10-02.
STA 21 +62.15, 7.93 L STA 23+00.54, 3.80' RT
® ° ° �- STA 21 +82.62, 4.95 LT a ' B B B B : B • • B • • :
• 501 R • STA 23+22.95, 2.5' LT Lo ® P''_ASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-03 AND
+ STA 21+35.69, r + DETAIL SHEET 25.
® 21 10.89' LT ° 22 150' R ma`s® 23 2 . . ° 2 ° 24 . ° N
® 20 - �6 PAINT ISLAND CURB WHITE.
N 1 4 200' R , �, STA 23+40.89, 9.5' RT 13 "'
w STA 21+61.54, 2.5' RT �h • 4• • `f' a WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.50-02.
LLI
e -J 8 LANE LINE PER WSDOT STD PLAN M-20.50-02.
4 , I- STA 20+71.3536.5' RT STA 21+71.35, •2.5' RT STA 23+59.70, 9.5' & 14.5' RT 10• g
- � - � STA 23+24.59, 25.5 RT
j ° . . . . . . ° . . . WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10-02.
4 STA 21 +78.58, 14.5' RT 2 SSA 23+1 38, 23.59' RT STA 23+30.59, 36.5' RT 7
s: Bs: B:: B:: B:`: Be'. ae a:: B:: B:: N L M-20.50-02.
• 20 e 10
STA 21+85.21, 25.5' RT : 6 STA 23+27.88, 49.50' RT . r,, 13
PAINT MEDIAN CURB YELLOW.
�- STA 21 +91.84, 36.5 RT 3 S9
3
mizz - eLINE �ERWSDtz-S-l" ^; AI M20.vaC28�iw���N��N�� r .
D7 Dg 20 YELLOW DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10-02
SIGN
NO.
STATION
OFFSET
DESIGNATION
REMARKS
S1
20+16.14
40.89' LT
"BUS"
BY OTHERS REMOVE _
S2
21+29.75
57.26' LT
R1-2 "YIELD"
REMOVE
S3
22+14.56
104.70' LT
"AVAILABLE" REALTY SIGN
REMAIN
S4
22+88.49
42.85; LT
ELECTRONIC SIGN
REMOVE
S5
22+35.84
80.01 RT
R1-2 YIELD,
REMOVE
S6
21+13.03
88.11' LT
R1-2 "YIELD"
NEW
S7
R10-30 MOD
NEW SIGNAL POLE MOUNT
S8
23+63.11
79.66' RT
R1-2 "YIELD"
NEW
S9
R10-30 MOD
NEW SIGNAL POLE MOUNT
S1 r
'
I i
LT
ILLUMINATED CHAN SIGNS (3)
ON MAST ARM
REMAIN
NOT ON SURVEY
S11
RT
ILLUMINATED CHAN SIGNS (3)
ON MAST ARM
REMOVE LT-THRU ARROW
REPLACE WITH LT ONLY ARROW
NOT ON SURVEY
S12
23_+88.3_5
52.50' LT
R3-7R MOD
NEW
S13 121+50.96
61.93' RT
"LES SCHWAB"
REMOVE
S14 1
22+69.46
51.62' LT
"ARBY'S"
REMOVE
S15
20+50.00 1
49.25' LT
SIGN
_
REMOVE
NOTE: FOR R3-7R (MOD) DETAIL, SEE SHEET 217.
FOR SIGNAL POLE MOUNTED SIGN DETAILS AND PLACEMENT, SEE SIGNALIZATION PLANS.
SURVEYED: KPG
��� GIA Co
�05 «'asyl� 9DRAWN BY: KMH
�o DESIGN BY: KMH
CHECK BY: JMD
G0TE����
PROJ MGR: JF
oNAL E��1
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DCH01.dwg
A 250+62.68, 14.22' RT
STA 250+71.75, 17.47' RT
STA 250+70.55, 5.05' RT -
R10-30 (MOD)
STA 250+91.81, 5.90' LT
STA 250+89.83) 17.41' LT
STA `251+15.77, 5.57' RT
STA 251 +07.29, ,24.08' LT
STA 251 +15.77, 17.0r�� 5.93 LT
STA 251+28.02,
16.92' LT
4D
3C
10" SYMBOL
3C
-BLACK ON
WHITE
]KIPICw"k
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg.com
MATCH EXISTING CH
STA 252+47.10, 17.
0
• r
r
r
r
Y 40h r�
• ,. r
r
LIZATION
CITY OF RENTON
BID
Public Works Department
DOCUMENTS APPRQV511D FOR CONSTRUCTION
BY: � DATE:
0 5 10 20 40 60
SCALE IN FEET CORRESPONDING SHEETS
T=34301 60
CATEGORY
SHEET
RIGHT OF WAY PLANS
10
EXISTING CONDITIONS
, 58
SITE PREPARATION & TESC PLAN
72
ALIGNMENT PLAN
84
ALIGNMENT PROFILE
96
DRAINAGE PLANS
107
DRAINAGE PROFILE
116,117
i 135
WATER PLAN
--------- -
WATER PROFILE
� 149
JOINT UTILITY TRENCH PLAN
167
JOINT UTILITY TRENCH PROFILES
183
PROPERTY RESTORATION PLANS
CHANNELIZATION & SIGNING PLAN
-
ILLUMINATION PLANS
231
IRRIGATION PLAN
285
LANDSCAPE PLAN
297
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
CHANNELIZATION & SIGNING PLAN
STA 20+00 TO STA 24+50
DRAWING NO.
220 _
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 220 OF 304