HomeMy WebLinkAboutT-3430162RM
A
0
3
a
0
x
U
0
i
0
0
U
i
o+
3
0
o`
i
z
c�
0
i
a
C
-o
0
0
z
0
z
w
ti
U
w
0
O
Il=k
N
ti
Z
OJ
herr
„ +re
^
r +e
r +9
Ng
+:e
e
+eB
+tB its
++B
30
° v
Btt
r v .
err
Bit
err
at, Bet
D17A
D18
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
6012.
6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND
OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS,
SHEETS 69 - 80.
t:B i B 3 1 s t 0 t+B nA 110 nA s t 0 ixB: StA tia tsB [[B e[A [ B tie nB nB nA i[A [[B [sA
to
° + STA 31 +89.45, 3.5' LT- RAINI R AVE S = Ld
-- -
CD
_ - 777777= __ ...._ __ ..____ - - _ - _ __ _ +
4 .... e. l e e`
STA 31 +72.55, 2.06' LT % ``
STA 31 +02.43, 8.5' R ° 100' R ° STA 32 +30.94, 8.5' RT° 1 4
100' 1 J
at, STA i31 +19.33, 7.06' RT e.r Bit et: e:• et[ e•t ati- em: B[t a -- - - -- -
S
__. e_ a_ - - [s B[t B[[ Bli at i - -i ! x "BT r x i -�-i- i i' "B i i i i B s -1 H
STA 361:27, 30.5' RT
S3
RAINIER VILLAGE AUTO BODY AND PAINT
II '
0 5 10 20 40 60
SCALE IN FEET
CHANNELIZATION NOTES
O1 WIDE 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.
�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.
SIGN SCHEDULE
SIGN
N0.
STATION
OFFSET
DESIGNATION
REMARKS
S1
33 +21.73
58.40' LT
REALTY SIGN
REMAIN
S2
29 +22.66
65.90' RT
"MAZATLAN"
REMAIN
S3
30 +72.45
45.61' RT
R3 -7R MOD
NEW
S4
32 +25.84
46.50' LT
R3 -2004 (MOD)
NEW
S5
1 29+09.40,49.40'
RT
R2 -1 "35 MPH"
233
I NEW
NOTE: FOR R3 -2004 (MOD) & R3 -7R (MOD) DETAILS, SEE SHEET 217.
T- 3430162
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
12
EXISTING CONDITIONS
60
SITE PREPARATION & TESC PLAN
74
ALIGNMENT PLAN
86
ALIGNMENT PROFILE
98
DRAINAGE PLANS
109
DRAINAGE PROFILE
119,120
WATER PLAN
137
WATER PROFILE
151
JOINT UTILITY TRENCH PLAN
169
JOINT UTILITY TRENCH PROFILES
185
PROPERTY RESTORATION PLANS
200
CHANNELIZATION & SIGNING PLAN
-
ILLUMINATION PLANS
233
IRRIGATION PLAN
287
LANDSCAPE PLAN
299
z
�y
m /v
0
c '
4 I
C) IIMil,
N 9 '
o W
•p
o w
N O
0
11-14.11
OSwQHGwe �OBq
- o �`
e-1 TC `V`z
��oNnL }
SURVEYED: KPG
DRAWN BY: KMH
DESIGN BY: KMH
CHECK BY: JMD
PROJ MGR: JF
FILE: 0655DCH01.dwg
Kp�
753901 AvenueN 2502 Jefferson Avenue BID D
SeatOe,WA98109 Tamma,WA98482 DOCUMENTS
(206)286 -1640
vm�w.kpg,mm (253) 621 -0120
�� ''r CITY OF RENTON
�
Public Works Department
APP V D FOR CONSTRUCTION
BY: DATE: / 2 �t
RAINIER AVENUE S (SR
S GRADY WAY TO S 2ND ST
2N ST
CHANNELIZATION & SIGNING PLAN
STA 29 +00 TO STA 33 +50
n
DRAWING NO. 222
PROJECT NO. TED403430
FED AID NO. - CM0167(048)
DATE: NOV 2071
SHEET NO. 222 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
z
�y
m /v
0
c '
4 I
C) IIMil,
N 9 '
o W
•p
o w
N O
0