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4" SOLID WHITE PAINTED EDGE
ROAD LINE PER MUTCD STANDAR
+21
9 +00 —
SIGN S6A, R1 -1 & D3
SW 27TH ST STA 9 +90 37.5' RT.
SIGN S6B, W1 —8
SW 27TH ST. STA. 9 +94.5, 37.5' RT. /
SIGN S6C, W1 —6 & END OF ROAD MARKER SIGN
SW 27TH ST. STA. 9 +98.5, 37.5' RT.
SIGN S6D, W1 -8
+71
+71
II li it II II II II I II it II If it li li
e
o .
REMOVE EXIST.
STOP BAR.
S.W. 27TH ST.
®
10+00 S88 °24' 17 "E
III II it I II II II li II II I�
I I
N
j ! SW 27TH ST. STA. 10 +75, 36' LT.
=n I REMOVE SIGN S6E, R1 -1 & D3
SW 27TH ST. STA. 10 +88
s REMOVE SIGN S6F, R3 -7 REMOVE 100 LF OF
+ 71 PPROACH LINE (0.58
HUND. TYPE I AND
I I 0.08 HUND. TYPE Ile)
03 0` m m o I REMOVE EXIST.
li II II II I II II II II 11 11 II ARROW
w
REMOVE EXIST.
o STOP BAR. _ -
. 27TH ST. s
0 0 S88 °24' 17 "E 11+00
T-1
w �fl li 11 it l 11 11 11 it 11 li li
I
rx� ® —ai —aTra
REMOVE EXIST.
ARROW
SW 27TH ST. STA. 11+94
REMOVE SIGN S6G, R3 -7
SIGNING AND PAVEMENT
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
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.
—!
_ 13 +00
12 +00
_ TAPER 7.5:
REMOVE 180 LF OF DOUBLE
YELLOW CENTER LINE
(1.08 HUND. TYPE I AND
0.12 HUND. TYPE Ilc)
MOVE 480 LF OF LANE
LI E (0.70 HUND. TYPE 1)
A4 (0.10 HUND. TYPE 1 1 C)
TAPER 35:1 14 +00
1 _ 777-7
TAPER 35:1
ROLL # 167 FR1 Q v c o
OAKESDALE AVE. SVV EXTENSION—PHASE 16 & 2 1 DWG N0.
SIGNING AND PAVEMENT T6
MARKING PLAN SHEET
STA. 38 +00 TO STA. 41 +50 66 of 69
r ..
15 +00
+21
CO . 2 1'7�'�
v;••gy.
4 9 24 P,. • f
~�SIONAL �is� o
ExPIRES 12/12/00
MARKING LEGEND
O
DOUBLE YELLOW CENTER LINE — HO01 &
H007
2O
LANE LINE — H002 & H007
O
6" WHITE EDGE OF ROAD LINE
O4
TWO —WAY LEFT TURN LANE — H001
O5
THERMOPLASTIC STOP LINE — H008
O
APPROACH LINE — H002 & H007
7O
THERMOPLASTIC CROSSWALK — H012
O
BIKE LANE DIRECTIONAL ARROW — SEE
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
OTHERWISE NOTED.
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
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.
—!
_ 13 +00
12 +00
_ TAPER 7.5:
REMOVE 180 LF OF DOUBLE
YELLOW CENTER LINE
(1.08 HUND. TYPE I AND
0.12 HUND. TYPE Ilc)
MOVE 480 LF OF LANE
LI E (0.70 HUND. TYPE 1)
A4 (0.10 HUND. TYPE 1 1 C)
TAPER 35:1 14 +00
1 _ 777-7
TAPER 35:1
ROLL # 167 FR1 Q v c o
OAKESDALE AVE. SVV EXTENSION—PHASE 16 & 2 1 DWG N0.
SIGNING AND PAVEMENT T6
MARKING PLAN SHEET
STA. 38 +00 TO STA. 41 +50 66 of 69
r ..
15 +00
+21
CO . 2 1'7�'�
v;••gy.
4 9 24 P,. • f
~�SIONAL �is� o
ExPIRES 12/12/00