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CENTER LINES
• ® • • • • • • • • • ® • • • • • • • •__L4„
• • • • • • • • • • . • • • • 0 s—T
3'
30' 4" YELLOW TYPE 'I'
LINE MARKERS
DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid'
LINE MARKERS (REEL.)
• • • • • •
9' 15' 3,
4 YELLOW TYPE I
LINE MARKERS
SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'lid'
LINE MARKERS (REEL.)
TWO—WAY LEFT TURN LANE
• • ® • • • • • • • • • • • • • • • M_4„
9'*— 15' 3'
12, 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.)
4" YELLOW TYPE 'I' LINE MARKERS
NUMBER OF 2—WAY LEFT TURN ARROWS
SPEED LIMIT 25 MPH ----- 200' O.C.
0J, Ir SPEED LIMIT 30-35 MPH -- 250' O.C.
SPEED LIMIT 40-45 MPH -- 300' O.C.
CHANNELIZATION MARKERS DETAIL
�1T Y p� ADOPTED
CITY OF RENTON
t t
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: H001 SP PAGE: H001
SE 1/4 SECTION 14., TOWNSHIP 23 N., RANGE 5 E, W.M.
THE ENCLA VE A T BR/DL E RIDGE
APPROACH LINE
8::::: t=!ttlt®t U8"
3 — ` 4" WHITE TYPE '1'
24' LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REEL.)
NUMBER AND LOCATIONS OF ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS OR
*%w
20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR)
50'-125' 2 ARROWS(20' BACK & END OF APPROACH 1_INE)
125'-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS
OVER 300' AT 100' INTERVALS
SKIP APPROACH LINE
:: : s
9' 15' 3' Y , ,
4 WHITE TYPE I
LINE MARKERS '
4 WHITE TYPE Ile
LINE MARKERS (REEL.)
LANE LINE
49' 15' 3'— ev „
4 WHITE TYPE I
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REEL.)
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
(
Two-way Left Turn Arrows
A D 0 P T E D
Gti G CITY OF RENTON
♦ STANDARD PLANS
LST DATE:2-Oct-87
DWG NAME: HR -10 SP PAGE: H000
D.R. STRONG
CONSUL TING ENGINEERS
�i
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
1
2
3
4
NO.
CHANNELIZATION MAKERS DETAIL
T Y p ADOPTED
CITY OF RENTON
fl t
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: H002 SP PAGE: HO02
CURB LANE LANE
LANE CURB LANE
_
SURVEYED:
Sis
MAJ
CENTER
MAJ
CENTER
MAJ
07.13.15
MAJ
MAJ
IN
,
IN
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CHECKED:
MAJ
LANE
DATE
LANE
APPROVED:
MAJ
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10'
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- 6"M.�TYP,
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LANE
(TYP.) LANE
8 (TYP.) STRIPE
LINE
LINE
1
/,-CONCRETE
GUTTER
�I
TIRE TIRE
I
TIRE TRE
TRACKS TRACKS
TRACKS:1 TRACKS
* TYPICAL 4—LANE
ROADWAY CONFIGURATION
NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED
BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED
PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
'sY
PUBLIC WORKS
DEPARTMENT
THERMOPLASTIC/PAINTED
CROSSWALK
P
— 127
E_7
WTE
IS:
D
.. TRAFFIC. FLOW
WHITE OR YELLOW
6" TO 8"
ISLAND. W/CROSSHATCHING.
RAISED PAVEMENT MARKER LANE LINES
9'-0" PER STANDARD PLAN H002
3:5 RA110 "
WHITE LANE UNES 4
ch, WAD nat
CITY COMMENTS 11. 13.14
Cmr COMMENTS
Cmr COMMENTS
MYLARS
REVISION
j .8=0 i.0 TT
RAILROAD CROSSING MARKING
MAJ
02.13.15
MA„)
SURVEYED:
Sis
MAJ
05.19.15
MAJ
DESIGNE
YL
MAJ
07.13.15
MAJ
MAJ
07.23.15
,
DRAWN: YLP
,L
un
CHECKED:
MAJ
BY
DATE
A P P R
APPROVED:
MAJ
Pavement Marking Details
Y
ADOPTED
U A
CITY OF RENTON
`
STAMARD PLANS
N
LST DATE:1-Aug-90
DWG NAME: HR -03 SP' -PAGE: A008
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R- 383828
RECOMMENDED FOR APPOVAL
BY:
Date: 73�
BY:
Date:
BY:
Date:
BY:
Date:
SCALE: uN' L:
AS NOTED 1 1 1 HOR ZON ALL AD 11983/1991CITY 0F �� THE ENCLAVE AT BRIDLE RIDGE 10.03.14
FIELDBOOK:
RENTON PAGE:
ONE INCH CHANNELIZATION AND SIGNAGE DETAIL SHEET DRAWING NO:
AT FULL SCALE X11 Plan nin /Building/Public Works Dept. C28
IF NOT ONE INCH
SCALE ACCORDINGLY U14005368
SHEET: OF:
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