HomeMy WebLinkAboutTRO4103430.54 (2)S
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GENERAL CHANNELIZATION NOTES cn
MATCH EXISTING CHANNELIZATION STA 148+77.80, 3.95' RT
1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 14
MATCH EXISTING CHANNELIZATION STA 148+77.80, 7.36' LT
2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF
WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND � " •• ,
MATCH EXIS G CHANNELIZATION STA 148+77.80, 19.58 LT
MUNICIPAL CONSTRUCTION," LATEST EDITION. MATCH EXISTING CHANNELIZATION STA 148+77.80, 10.43' RT lk
3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON MATCH EXISTING CHANNELIZATION STA 148+77.80, 22.36' RT ,
STANDARD PLANS UNLESS OTHERWISE NOTED. STA 149+43.94, 6.88 LT
MATCH EXISTING CHANNELIZATION STA 148+77.80, 32.92' RT �PR�ES STA 149+43.56,
4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. ..: • J•� 1' 12 S.TA 149+45.95, 54.37' LT
STA 149+02.97, 34 97'`,�T � 'a,10.5' ' 12 m •' 8 18:$�_ LT HONDA
5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND 11.5 :• °° STA 149+43.15) 54.08 LT
POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND STA 1' 9+33.30, 37.45' RT 4 - STA 1,49+63.18, S5
G012.
S 149+25.28, 43.5' RT 1 ", ' m 29.40 LT
100'' R m •. 5
6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND 5 STA 10+51.44, 42.0' LT
OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS,_
. r S4 " .. 18
SHEETS 69 - 80, m ti r
STA 9+22.24, 62.43' LT
STA 9+39.93, 46.61 LT ° 44, •' 14 •• °•• S6
i, ° 3
44
2 m
} 3 ` 28' R
.`
2 3 ° �� --®--- a
n ° �`� 10
� MATCH EXISTING CHANNELIZATION STA 6+10.87, 31.20' LT STA 149+55.4, °°°°°°°°
STA 10+61.77, 35.5' LT C
8 STA 8+46.16, :' ®: a :. e e B:
STA 149+46.85, 39.16' RT 39.49 LT : 8 : : 00
24.5' & 13.5' LT STA 149+36.06, 26.20' RT 6 STA STA 11052 64, 24 5' LT 4 1
• STA 149+39.07, 13.55' RT • • • ° ° ° E-
MATCH EXISTING CHANNELIZATION STA 6+57.05, 18.88' LT 8 STA 10+36.08, w
SR 167 STA 9+40.77, 24.5' LT STA 149+41.32, 4.13' RT 35.5' LT STA 10+55.30, 13.5 LT 8 _
° 0, _�
STA 7+77.03, 4.05' LT • • ° 18 ° _ - - _ R 9 2 . . ° ° , . • °
7 9 STA 9+43.48, 13.5 LT 10 3 STA 10+57.96, 2.511LT �i 1
. .
cp
STA 8+46.16, 2.0LT ' �, STA 9+55.97
- �4 }� STA 9+42.80, 1.6 LT STA 10+60.8 9.5 ;n �, RT 4 Q
LT �
�'
13.5 cn
4 B e B : : : : B e 2 STA 10+04.35,
STA 8+40.79 14.5' RT 1 23.87 RT STA 10+69.59, 9.5 & 1 .5 RT 8 -�
• • STA 9+44.79 14.5 RT 18 10 13
1� • ° ° ° • • • � ° • � STA 10+69.59, 25.5 RT =
�- MATCH EXISTING CHANNELIZATION STA 6+33.11, 21.34' RT / u STA ,10+56.42, ° ° ° •„
° 4 STA 8+46.16 25.5 RT � = 4 48.5 RT 7 Q
• B • e a • ;% B • STA 9+46.15, 25.5 RT STA 10+69.59 36.5 R RAINIER AVE S
B a e e : a B : : e e • a a B:: a:: ' B:: a:: B.: e:: a:: B:: B:: a::
4 10 STA 8+46.16, N STA 150+59.79, 6 70
36.5' RT STA 9+47.51, 36.5' RT STA 150+63.45, STA 1'50+70.66,
° 9.14 RT
. ° • . 46.45 RT
STA 8+46.16, 48.5' RT -� � 3 28.24 LT °°o°°.° � -=
- STA 9+50.25, O 3 �
MATCH EXISTING CHANNELIZATION STA 6+89.47, 45.44' RT t } >--
STA 9+08.08, 48.5' RT 58.6' RT
2
S7 87' R 2
MATCH EXISTING CHANNELIZATION STA 6+48.64, 32.64' RT ° "� • P'IN
�,�
llollllllllllllllllllillillililllllllllllllllillillillilillillilllI° m i�
� 10 -- I � j_,���a� STA 150+87.73, 59.
STA 150+54.80,
60.07' RT 8 r N
-� STA 150+66.63, 31.58 RT Crl 0 5 10 20 40 60 � S3
SCALE IN FEET -
CHANNELIZATION NOTES
❑i
WIDE LINE PER WSDOT STD PLAN M-20.50-02.
10
NO PASS LINE PER WSDOT STD PLAN M-20.50-02.
�2
18" PLASTIC STOP LINE PER WSDOT
STD PLAN M-24.60-03.
13
PAINT MEDIAN CURB YELLOW
M
12" WHITE PLASTIC CROSSWALK LINE
PER CROSSWALK LINE AND
STOP 14
DOUBLE YELLOW RAISED PAVEMENT MARKERS, TYPE 1 AT 20 FT SIGN SCHEDULE
LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT SPACING.
DETAIL, SHT 281. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M-20.50-02.
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.
PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-03.
E PAINT ISLAND CURB WHITE.
WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.50-02.
0.
14 A 150+87.20,
28.20' LT,
MATCH EXISTING CHANNELIZATION ��
23' R
STA 151 +02.47, 31.1' RT
MATCH EXISTING CHANNELIZA11ON 11'
5 � PRIES
YANKEE GRILL STA 150+81.00, 1.90' & 6.00' LT 11 11• 11'
12 SOUND FORD
SIGN
NO.
STATION
OFFSET
DESIGNATION
REMARKS
S1
6+79.11
78.12' LT
100 PARKING
REMAIN
S2
8+10.71
55.58' LT
R2-1 "45 MPH"
REMAIN
S3
10+81.96
87.16' RT
R1-2 "YIELD"
RELOCATE
S4
9+23.96
79.44' LT
R1-2 "YIELD"
NEW
S5
10+63.38
63.13' LT
R1-2 "YIELD"
NEW
S6
11+29.06
61.56' LT
"HONDAif
REMOVE
S7
6+94.44
57.75' RT
R3-7R MOD
NEW
�'
LANE
LINE PER
WSDOT STD PLAN M-20.50-02.
[9]
WHITE
DOTTED
EXTENSION LINE PER
WSDOT
STD PLAN M-20.10-02.
I NUMBER I REVISION DESCRIPTION
BY I APP.I DATE
11-14-11
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
9�
36" �
o
LO
RIGHT LANE
N
ONLY
EXCEPT RIGHT
TURNS
4C WHITE ON I _ I � RIGHT LANE � 4c
BLACK
12" SYMBOLCIS
5D
R3-2004 (MOD)
CITY OF RENTON
BIDPublic Works Department
DOCUMENTS APPROVFtD FOR CONSTRUCTION
BY: DATE:
BLACK ON
WHITE
MUST I 5C
TURN RIGHT 4C
EXCEPT 3.5D
BUSES 3.5D
BLACK ON WHITE
T-3430157
CORRESPONDING SHEETS
CATEGORY
' SHEET
-
RIGHT OF WAY PLANS
7
EXISTING CONDITIONS
55
SITE PREPARATION & TESC PLAN
69
ALIGNMENT PLAN
81
ALIGNMENT PROFILE
93
DRAINAGE PLANS
104
DRAINAGE PROFILE
114
WATER PLAN
132
WATER PROFILE
146
JOINT UTILITY TRENCH PLAN _
JOINT UTILITY TRENCH PROFILES
164
18ts
PROPERTY RESTOR,TION PLANS
i 195�-
CHANNELIZATION & SIGNING PLAN
ILLUMINATION PLANS
228
IRRIGATION PLAN
LANDSCAPE FLAN
282
2-
R3-7R (MOD)
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
CHANNELIZATION & SIGNING PLAN
STA 6+00 TO STA 12+00
DRAWING NO. 217
PROJECT NO. TED403430
FED AID NO.-CM0167(048)
DATE: NOV 2011_
SHEET NO. 217 OF 304