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GENERAL NOTES
a_ 1. ALL PAVEMENT MARKING WORK AND MATERIAL SHALL CONFORM TO THE
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION (SEC. 8 -22 & 9 -21),
a LASTEST EDITION, EXCEPT AS NOTED.
0
2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
m AS ADOPTED BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION ( WSDOT).
3. FOR STRIPING DETAILS AND RAISED PAVEMENT MARKER (RPM) PLACEMENT,
REFER TO WSDOT STANDARD PLANS H -3 & H3A SHEETS 1 & 2.
4, FOR CROSSWALK LAYOUT & DETAILS REFERENCE THE CURRENT MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SECTION 38 -15,
FIGURE 3 -14.
5, FOR TRAFFIC ARROW PLACEMENT AND DETAILS REFER TO WSDOT STANDARD
z
PLANS H -3A AND H -5C.
O S. ALL STRIPE SHALL BE PAINT, EXCEPT AS NOTED.
_D
T 7. ALL STATIONS AND OFFSETS REFERENCES THE ROAD CONSTRUCTION CENTERLINE.
B. REMOVE EXISTING PAVEMENT MARKINGS FROM STA. 126 +44.69 TO STA, 141 +75.
„eo. (t, -,7.-#
REVISIONS : XX -XX -XX
4" WIDE PAINT STRIPE (WHITE)
4" WHITE TYPE 'I' LINE MARKERS
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
LANE LINE
8" (0.67) 8" WIDE PAINT STRIPE (WHITE)
�I I 4" WHITE TYPE T LINE MARKERS
3.0'
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
24.0'
kr
SPEED LIMIT 25 MPH 200' O.C.
SPEED I= 30 -35 MPH — 25W O.C.
SPEED LIMIT 40 -45 MPH — 300' O.C.
NUMBER OF 2 - WAY LEFT TURN ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS
50'-125' 2 ARROWS (20" BACK & END OF APPROACH LINE)
NUMBER AND LOCATIONS OF ARROWS
RO.25'
R0.50'
2.50' R0.33'
O
3.00'
CYCLE SYMBOL
WHITE
24"
STOP LINE
4" WIDE PAINT STRIPE (YELLOW)
4" WIDE PAINT STRIPE (YELLOW)
4" (0.17') .-Ir
I
yellow and red
(� 15.0`
(v 9.0'
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4.00
4" WIDE PAINT STRIPE (YELLOW)
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STA. # 4" WIDE PAINT STRIPE (YELLOW)
4" YELLOW TYPE 'd' LINE MARKERS
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4" YELLOW TYPE 'lid' LINE MARKERS
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(REEL)
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TWO -WAY LEFT TURN LANE
GENERAL NOTES
a_ 1. ALL PAVEMENT MARKING WORK AND MATERIAL SHALL CONFORM TO THE
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION (SEC. 8 -22 & 9 -21),
a LASTEST EDITION, EXCEPT AS NOTED.
0
2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
m AS ADOPTED BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION ( WSDOT).
3. FOR STRIPING DETAILS AND RAISED PAVEMENT MARKER (RPM) PLACEMENT,
REFER TO WSDOT STANDARD PLANS H -3 & H3A SHEETS 1 & 2.
4, FOR CROSSWALK LAYOUT & DETAILS REFERENCE THE CURRENT MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SECTION 38 -15,
FIGURE 3 -14.
5, FOR TRAFFIC ARROW PLACEMENT AND DETAILS REFER TO WSDOT STANDARD
z
PLANS H -3A AND H -5C.
O S. ALL STRIPE SHALL BE PAINT, EXCEPT AS NOTED.
_D
T 7. ALL STATIONS AND OFFSETS REFERENCES THE ROAD CONSTRUCTION CENTERLINE.
B. REMOVE EXISTING PAVEMENT MARKINGS FROM STA. 126 +44.69 TO STA, 141 +75.
„eo. (t, -,7.-#
REVISIONS : XX -XX -XX
4" WIDE PAINT STRIPE (WHITE)
4" WHITE TYPE 'I' LINE MARKERS
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
LANE LINE
8" (0.67) 8" WIDE PAINT STRIPE (WHITE)
�I I 4" WHITE TYPE T LINE MARKERS
3.0'
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
24.0'
kr
SPEED LIMIT 25 MPH 200' O.C.
SPEED I= 30 -35 MPH — 25W O.C.
SPEED LIMIT 40 -45 MPH — 300' O.C.
NUMBER OF 2 - WAY LEFT TURN ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS
50'-125' 2 ARROWS (20" BACK & END OF APPROACH LINE)
NUMBER AND LOCATIONS OF ARROWS
RO.25'
R0.50'
2.50' R0.33'
O
3.00'
CYCLE SYMBOL
WHITE
24"
STOP LINE
4" WIDE PAINT STRIPE (YELLOW)
WHITE - 4"
�I
4" (0.17') .-Ir
I
yellow and red
—
I 4" YELLOW TYPE 'I' LINE MARKERS
4" YELLOW TYPE 'lid' LINE MARKERS (REEL.)
o
0
I 30.0'
I Z
LL Y C
4.00
00 o- c
DOUBLE YELLOW CENTER LINE
Z a t,.i
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=d
FI
=
STA. # 4" WIDE PAINT STRIPE (YELLOW)
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4" WIDE PAINT STRIPE (YELLOW)
4" YELLOW TYPE 'd' LINE MARKERS
O
CN
4" YELLOW TYPE 'lid' LINE MARKERS (REFL)
II
NUMBER OF 2 - WAY LEFT TURN ARROWS LOCATION
GENERAL NOTES
a_ 1. ALL PAVEMENT MARKING WORK AND MATERIAL SHALL CONFORM TO THE
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION (SEC. 8 -22 & 9 -21),
a LASTEST EDITION, EXCEPT AS NOTED.
0
2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
m AS ADOPTED BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION ( WSDOT).
3. FOR STRIPING DETAILS AND RAISED PAVEMENT MARKER (RPM) PLACEMENT,
REFER TO WSDOT STANDARD PLANS H -3 & H3A SHEETS 1 & 2.
4, FOR CROSSWALK LAYOUT & DETAILS REFERENCE THE CURRENT MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SECTION 38 -15,
FIGURE 3 -14.
5, FOR TRAFFIC ARROW PLACEMENT AND DETAILS REFER TO WSDOT STANDARD
z
PLANS H -3A AND H -5C.
O S. ALL STRIPE SHALL BE PAINT, EXCEPT AS NOTED.
_D
T 7. ALL STATIONS AND OFFSETS REFERENCES THE ROAD CONSTRUCTION CENTERLINE.
B. REMOVE EXISTING PAVEMENT MARKINGS FROM STA. 126 +44.69 TO STA, 141 +75.
„eo. (t, -,7.-#
REVISIONS : XX -XX -XX
4" WIDE PAINT STRIPE (WHITE)
4" WHITE TYPE 'I' LINE MARKERS
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
LANE LINE
8" (0.67) 8" WIDE PAINT STRIPE (WHITE)
�I I 4" WHITE TYPE T LINE MARKERS
3.0'
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
24.0'
kr
SPEED LIMIT 25 MPH 200' O.C.
SPEED I= 30 -35 MPH — 25W O.C.
SPEED LIMIT 40 -45 MPH — 300' O.C.
NUMBER OF 2 - WAY LEFT TURN ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS
50'-125' 2 ARROWS (20" BACK & END OF APPROACH LINE)
NUMBER AND LOCATIONS OF ARROWS
RO.25'
R0.50'
2.50' R0.33'
O
3.00'
CYCLE SYMBOL
WHITE
24"
STOP LINE
TYPE 2a
WHITE - 4"
�I
TYPE 2c
yellow and red
EDGE OF ROAD LINE
yellow and yellow
A + + A
B B
TYPE 1
4.00
TYPE 2
0.7' I— 0.08, 0.7' r 0.08'
20.00'
J4.00'L 4.00'L
RAISED PAVEMENT MARKERS (RPM)
RPM TYPE 2
RAISED FACE COLORS
TYPE 2a
wite and red
TYPE 2c
yellow and red
TYPE 2d
yellow and yellow
TYPE 2e
white one side only
TYPE 2f
yellow one side only
3.00' \.50' L_
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R =2.25 I
3.17'
1.00'
T -?7 ?304
(EXPIRES: MAY 6, 1999 1 1
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97 -18
PROJECT NO.
TLR
DRAWN BY
02 -03 -99
ISSUE DATE
SHEET REVISION
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PLANNING CONSULTANTS
C 0 ; T- a 2= ? °A SCANNED SEP 13 2002
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