HomeMy WebLinkAboutT-295203CD
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9
SW 1/4, SEC.3, T.23N, R.5E, W.M.
H STA 8 +46.5 f STA 8 +46.5
` 6.0 RT 4.9 LT� YI
- - - - - END STRIPING �N
STRIPING
RIPING
I I I I H -LINE -
I _H STA 8 +53.4
I _ _ CENTER IN LANE
TURN ARROW i
a10 5 S T.0 BAR I " +' l _ I H STA 9 +28.1
LT
Io CENTER IN LANE
12 " I TURN ARROW I.
ST 3.04 B STA 191 +23.6 8 `
NW 1/4, SEC.3, T.23N, RZE, W.M.
= BIKE SYMBOL
F-1, w7o DECK I I STOP J. 05 - i I AND TRAFFIC ARROW PER CITY OF RENTON STD
` B STA 190 +05.4 - I PLAN SP H009.2.
28.00 LT 11' -6' 6'- 11 I G - --- - - - - --
0 D11 -1
01 R2 -1 R7 -9 3,03
-- I- - - - - -- - - - - --
n (3 1 4 8 B STA 189 +88.0
f u BIKE SYMBOL
1 I .. .... ... .... .... .
r B STA GIN,ST.4
END BEGIN STRIPING DUVALL AVE. NE
Cj1d,�,�••,, ,rrlrvrr,r 89+06,
9d+�Ob
-'I -- -- - --I- -- - _- I"'-- -- --
rrr....,,rr .. i :. r :,
W B STA 189 +55.4
Z 5 BEGIN STRIPING
21 .... 4
FU- �
Q �
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it
B
BIk
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1
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1 I
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CALL 48 HOURS
fQNG,,I BEFORE YOU DIG BERGER /,
3•a� -eel - 800 -424 -5555 E N G I N E E I
z�4•� -I King County
last Smell m,Om Al-V 2M d 1&" by Aw .kl Fde Nm O.' 12"IFAPHT- OI -OJ2I =I dwX I12LOIlUd$q S&,r I
FF
T � W
H STA 9 +48.3\NGIN STA 9 +48.3
5.6' RT BEGIN STRIPING STRIPING
189 +84.9 ( 7 B STA 190 +S
TURN ARROW
END STRIPING
�..
CHANNELIZATION NOTES:
I.O1
1
INSTALL CONTINUOUS DOUBLE YELLOW CENTER
.
5 ( Z
LINE, PER CITY OF RENTON STD PLAN SP H001.
I
O2INSTALL
APPROACH LINE PER CITY OF RENTON
NOTES:
B STA 191 +16.2
STD PLAN SP H002.
F\'
3
O
INSTALL LANE LINE, PER CITY OF RENTON STD
MOUNTED TO NEW POSTS.
- - - - - -
I
PLAN SP H002.
i
4
0INSTALL
WHITE PAINTED WIDE LINE, PER WSDOT
I i
I i
- -
TYPICAL STRIPING ON DUVALL AVE:
3. SEE DUVALL PROJECT PLAN H013.2 FOR
STD PLAN M- 20.10 -00,
�_TAPER
-------- --- ------
I
O5
INSTALL TWO -WAY LEFT TURN LANE LINE, PER
SIGN RELOCATION LINE
f
CITY OF RENTON STD PLAN SP H001.
I
I
O7
INSTALL TYPE 2L OR 2R PLASTIC TURN ARROWS,
PER CITY OF RENTON STD PLAN SP H002 AND
--M SIGN IDENTIFICATION LINE
f
H008.
OINSTALL
WHITE PAINTED BICYCLE LANE SYMBOL
= BIKE SYMBOL
F-1, w7o DECK I I STOP J. 05 - i I AND TRAFFIC ARROW PER CITY OF RENTON STD
` B STA 190 +05.4 - I PLAN SP H009.2.
28.00 LT 11' -6' 6'- 11 I G - --- - - - - --
0 D11 -1
01 R2 -1 R7 -9 3,03
-- I- - - - - -- - - - - --
n (3 1 4 8 B STA 189 +88.0
f u BIKE SYMBOL
1 I .. .... ... .... .... .
r B STA GIN,ST.4
END BEGIN STRIPING DUVALL AVE. NE
Cj1d,�,�••,, ,rrlrvrr,r 89+06,
9d+�Ob
-'I -- -- - --I- -- - _- I"'-- -- --
rrr....,,rr .. i :. r :,
W B STA 189 +55.4
Z 5 BEGIN STRIPING
21 .... 4
FU- �
Q �
�. .d..
I
it
B
BIk
i I IflI I
1
I
I
( I
1 I
I I
1
I I
CALL 48 HOURS
fQNG,,I BEFORE YOU DIG BERGER /,
3•a� -eel - 800 -424 -5555 E N G I N E E I
z�4•� -I King County
last Smell m,Om Al-V 2M d 1&" by Aw .kl Fde Nm O.' 12"IFAPHT- OI -OJ2I =I dwX I12LOIlUd$q S&,r I
FF
T � W
H STA 9 +48.3\NGIN STA 9 +48.3
5.6' RT BEGIN STRIPING STRIPING
189 +84.9 ( 7 B STA 190 +S
TURN ARROW
END STRIPING
�..
: ?
W
1
10 PER CITY OF RENTON
O
-.._ ._ ...
5 ( Z
STD PLANBSP HOO8.INE,
NOTES:
B STA 191 +16.2
I =
U
1. ALL RELOCATED EXISTING SIGNS SHALL BE
CENTER IN LANE
MOUNTED TO NEW POSTS.
- - - - - -
I
LEGEND
i
TURN ARROW
� - - - - - -
MERGE
LEFT 3 70 3.12 R2 -1
I i
I i
- -
TYPICAL STRIPING ON DUVALL AVE:
3. SEE DUVALL PROJECT PLAN H013.2 FOR
�_TAPER
-------- --- ------
---- --
7 H STA 11 +52.8 .1
SIGN RELOCATION LINE
f
al
TURN ARROW H STA 11 +84.0 -
5:6 RT "
--M SIGN IDENTIFICATION LINE
f
END STRIPING
BEGIN TAPER
I
b EXISTING SIGN & POST
r....4.
....
....
N
F PROPOSED SIGN & POST
2
B STA 191 +45.3
-
XX PROPOSED SIGN INSTALLATION NOTE
' ` ` `
END STRIPING
. ' ' '
Q
91' +'Ob
_ -_ -_-
Q SIGN RELOCATION NOTE
Co
iX)
"'.' :
"'r "� " "','rI "'.r
- - -' SIGN REMOVAL NOTE
B STA 191 +95.3
: ?
W
1 END BEGIN STRIPING
. rn
5 ( Z
NOTES:
B STA 191 +19.0 8 4
0 BIKE SYMBOL
I =
U
1. ALL RELOCATED EXISTING SIGNS SHALL BE
MOUNTED TO NEW POSTS.
H STA 11 +59.4
2. SEE DUVALL PROJECT PLAN H013.1 FOR
� - - - - - -
MERGE
LEFT 3 70 3.12 R2 -1
I i
I i
- -
TYPICAL STRIPING ON DUVALL AVE:
3. SEE DUVALL PROJECT PLAN H013.2 FOR
89 +88.0 1 •` - ' I I TYPICAL. STRIPING ON 3 -LANE SIDE STREET.
dBOL � I� STA 10 +50.fi'J - B STA 190 +95.3 3.11, D14 =t�A I I
6.0 RT .6' 6'. 11' \ 28.00' RTC: -s- 4. SEE DUVALL PROJECT PLAN H013.3 FOR
BEGIN STRIPING �,;•;, ;� s�;:: >1; I
BEGIN STRIPING I I TYPICAL STRIPING ON 2 -LANE SIDE STREET.
DUVALL A E 314 !
H STA 10 +50:6::, ' "1., NE 20TH PL PRIVA E 315 i I 5. SEE DUVALL PROJECT PLAN H013.4 FOR
6 LT 3.08 NE 19TH ST I TYPICAL STOP BAR STRIPING.
H STA 10 +70.8
C0� 7 I BEGIN STf�•IP�NG 3.09 STOP , !
CENTER IN LANE - I O W Q I 6. EDGE OF SIGN SHALL BE AT
RIGHT LANE TURN ARROW p- - I 3.16 DUVALL N U LEAST 24" FROM FACE OF .
MUST TURN _ �, 4.; W. a I CURB.
RIGHT H STA 10 +89.4 �� r ti•' Z [L�. ! I l
17.0' RT I
BEGIN TAPER i ^ I : Tilt I ---- - - ---- -" I I 7. GROUND/SIDEWALK ! \
CLEARANCE FROM BOTTOM
H STA 10 +84.3
- , - I OF SIGN SHALL BE LEAST
H STA 10 +84.9 7' -0 ".
6.0 RT ' :I
: ?
ANGLE POINT
BEGIN TAPER I -
. rn
l
H STA 11 +59.4
1 '
-
�_TAPER
-------- --- ------
---- --
7 H STA 11 +52.8 .1
CENTER IN LANE -
TURN ARROW H STA 11 +84.0 -
5:6 RT "
END STRIPING
BEGIN TAPER
33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
98003 -2600
VOICE: (206)431 -2300
FAX: (206)431 -2250 N0.
s, CITY OF
"� R RENTON
00. ARM wrz.o DATUM P ng/Building /Public Works Dept.
pproved For Constructio"
REVISION BY' DATE APPR 'r"E'^°141' 3 /�l�a
JSG nh-h U W PT_ Ma-
N -01A
I
I 1I[ID:
t�t2 �i7
20 0 20 40 U
i
-. --'
scale feet KEY PLAN
DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
RECONSTRUCTION "°'E°°"'
okc
SE 107TH PLACE TO NEWCASTLE CITY LIMITS
CHANNELIZATION PLAN CH3
SHEET 3 , „'l -