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OAKESDALE AVE. SW EXILNSION -PHASE 1B & 2 DWG NO.
SIGNING AND PAVEMENT T2_
MARKING PLAN SHEET
STA. 9 +80 TO STA. 18 +80 62 OF 69
+56
I � -
I
/ I
i
o =i 1l iiili 11 11 I1 is
+ I SEE DWG. T6 FOR "\
I� o° SW 27th DETAILS
E-i 15 r 00
uj
UI
I , �.; II II II �I II II I II I If I II II II
I i
I I I I +43
SIGNING AND PAVEMENT
MARKING NOTES
1. FOR SPECIFICATIONS OF NUMBERED SIGNS,
SEE SIGN SCHEDULE.
2. ALL ARROWS TO BE THERMOPLASTIC AND
CENTERED ON LANE. FOR ARROW
T` DIMENSIONS, SEE STANDARD PLANS H006,
® H008, H010 AND H011. TWO -WAY LEFT
TURN ARROWS SHALL BE SPACED 250' O C.
FOR NUMBER AND LOCATION OF ALL OTHER
ARROWS, SEE STANDARD PLAN H002.
3. FOR HYDRANT MARKER LOCATIONS, SEE
STANDARD PLANS B102 & B103.
STA. 15 +67, 40' LT. STA.16 +45, 40' LT. I
REMOVE SIGN S2A, R1 -1 SIGN S2C 411D STA 17 +52, 41' LT.
STA.15 +81, 40' LT. BIKE REMOVE FROM LUM!NAIRE
REMOVE EXIST. LANE SIGN S2D, R3 -8
REMOVE SIGN S28, R3 -8 ARROWS n
+45
REMOVE 242 LF OF LANE 11
REMOVE EXIST. INE (0.35 HUND- TYPE I
ARROWS AND 0.05 HUND. TYPE Ile) + REMOVE EXIST.
ARROWS
co
- -- -- - --
CD
5' +
co
16 +00 - - - -- - - - - -1-7 +00 - - - - — - - -- - -- 8 +00 - - - - - -- I E-
-� —
_ __I W
1 4 11
6
REMOVE 303 LF OF +85 /
g
4" EDGE OF ROAD LINE REMOVE 336 LF OF STA. 1 8 +77, 42' RT.
DOUBLE YELLOW CENTER REMOVE & RESET SIGN
LINE (2.00 HUND. TYPE I S2E, R2 -1
AND 0.22 HUND. TYPE Ild)
iSS4�b S•.�iN: 4 4
A AM
��P�•-.a 471
4 llm' . O
% ONAL`s`i� a�'
rtto -to -27.0
,?P o f SCANNED UCT 4 2000
DOLL # 167
SIGNING AND PAVEMENT
MARKING LEGEND
- - - -- - - - --
- --
-"-- —
O DOUBLE YELLOW CENTER LINE - 11001 &
(�
I +
15' I
H007
0 LANE LINE - H002 & H007
1
1
6" WHITE EDGE OF ROAD LINE
O
1 11 +00
P R 12 +00
40:1 TAPER
13 +00 12 ��.,
14 +00
O4 TWO -WAY LEFT TURN LANE - H001
1 — I— — I — I —
I— — — —
1
5 THERMOPLASTIC STOP I�I� H008
' W
40:1 TAPER 7 5:1 TAPER
0 APPROACH LINE - H002 & H007
_
12' 6 a
I
7O THERMOPLASTIC CROSSWALK - H012
r�
8 BIKE LANE DIRECTIONAL ARROW - SEE
2
15' I U
DWG. T5 AND THERMOPLASTIC BIKE SYMBOL
- CITY OF SEATTLE STANDARD PLAN NO.
722
NOTE: NUMBERS IN LEGEND REFER TO
CITY OF RENTON STANDARD PLANS UNLESS
I
OTHERWISE NOTED.
+15
+05
+56
I � -
I
/ I
i
o =i 1l iiili 11 11 I1 is
+ I SEE DWG. T6 FOR "\
I� o° SW 27th DETAILS
E-i 15 r 00
uj
UI
I , �.; II II II �I II II I II I If I II II II
I i
I I I I +43
SIGNING AND PAVEMENT
MARKING NOTES
1. FOR SPECIFICATIONS OF NUMBERED SIGNS,
SEE SIGN SCHEDULE.
2. ALL ARROWS TO BE THERMOPLASTIC AND
CENTERED ON LANE. FOR ARROW
T` DIMENSIONS, SEE STANDARD PLANS H006,
® H008, H010 AND H011. TWO -WAY LEFT
TURN ARROWS SHALL BE SPACED 250' O C.
FOR NUMBER AND LOCATION OF ALL OTHER
ARROWS, SEE STANDARD PLAN H002.
3. FOR HYDRANT MARKER LOCATIONS, SEE
STANDARD PLANS B102 & B103.
STA. 15 +67, 40' LT. STA.16 +45, 40' LT. I
REMOVE SIGN S2A, R1 -1 SIGN S2C 411D STA 17 +52, 41' LT.
STA.15 +81, 40' LT. BIKE REMOVE FROM LUM!NAIRE
REMOVE EXIST. LANE SIGN S2D, R3 -8
REMOVE SIGN S28, R3 -8 ARROWS n
+45
REMOVE 242 LF OF LANE 11
REMOVE EXIST. INE (0.35 HUND- TYPE I
ARROWS AND 0.05 HUND. TYPE Ile) + REMOVE EXIST.
ARROWS
co
- -- -- - --
CD
5' +
co
16 +00 - - - -- - - - - -1-7 +00 - - - - — - - -- - -- 8 +00 - - - - - -- I E-
-� —
_ __I W
1 4 11
6
REMOVE 303 LF OF +85 /
g
4" EDGE OF ROAD LINE REMOVE 336 LF OF STA. 1 8 +77, 42' RT.
DOUBLE YELLOW CENTER REMOVE & RESET SIGN
LINE (2.00 HUND. TYPE I S2E, R2 -1
AND 0.22 HUND. TYPE Ild)
iSS4�b S•.�iN: 4 4
A AM
��P�•-.a 471
4 llm' . O
% ONAL`s`i� a�'
rtto -to -27.0
,?P o f SCANNED UCT 4 2000
DOLL # 167