HomeMy WebLinkAboutT-4054040
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DOUBLE YELLOW CENTER LINES
f • • a f • • • • • 0 • • • • • • • • I,.
• • f • �74"
•••••-r3' YELLOW TYPE 1
30.LINE MARKERS
4" YELLOW TYPE 2d
LINE MARKERS (REEL.)
SINGLE SKIP YELLOW CENTER LINES
�:9 '• �— 15'--� � 3't- • • •
4" YELLOW TYPE 1 4" YELLOW TYPE
LINE MARKERS LINE MARKERS (REEL.)
TWO—WAY LEFT TURN LANES
• ® • • • • • • • . . • • • • • • e�L ..
1 T 1 4
f —•9'•—t— 15' --1 • -�3'� • • • e��
tz' 4" YELLOW TYPE 2d LINE MARKERS (REFL.)
14" YELLOW TYPE 1 LINE MARKERS
APPROACH LINES
3 _!Il<dIt! :S::!iETa•
4" WHITE TYPE 1
za LINE MARKERS
4" WHITE TYPE 2e LINE
MARKERS (REEL.)
SKIP APPROACH LINES
fi fi fi i
3'
4" WHITE TYPE 1�.- 4" WHITE TYPE \2e
LINE MARKERS LINE MARKERS (REEL.)
LANE LINES
t 4"
—•9'•—t— 15' —1 i -1 1 33 • • •
4" WHITE TYPE 1 4" WHITE TYPE 2e
LINE MARKERS LINE MARKERS (REEL.)
2—WAY LEFT TURN ARROW SPACING
SPEED LIMIT 25 MPH - - - - - 200' O.C.
SPEED LIMIT 30-35 MPH -- 250' O.C.
SPEED LIMIT 40-45 MPH -- 300' O.C.
LEFT AND RIGHT TURN ARROW SPACING
APPROACH LINE LENGTH ARROW LOCATIONS OR
20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR)
50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE)
125-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE)
OVER 300' ARROWS AT 100' INTERVALS
RAISED PAVEMENT MARKER (RPM) TYPES
RPM TYPE 2 RAISED FACE COLORS
RPM
COLOR
TYPE
2a
WHITE AND RED
TYPE
2b
SEE COR STD WATER PLANS
TYPE
2c
YELLOW AND RED
TYPE
2d
YELLOW AND YELLOW
TYPE
2e
WHITE - ONE SIDE ONLY
TYPE
2f
YELLOW - ONE SIDE ONLY
RPM SIZES
RPM
WIDTH/DIAMETER
HEIGHT
TYPE 1
f 4"
f 0.7"
TYPE 2
t4"
NOTE: RPM MATERIAL SPECIFICATIONS
SHALL BE PER WSDOT STANDARD
SPECIFICATIONS SECTION 9-21
RAISED PAVEMENT MARKERS (RPM)
PUBLIC WORKS CHANNELIZATION MARKERS DETAIL SM. PUN_ 109
,o A
DEPARTMENT Gre Zimmerman
DATE
CURB LANE
111
LAN E
,,--CONCRETE LINE
GUTTER
LANE LAN E
CENTER
CENTER
IN
I
LANE
LANE
_ 24"
(TYP.)
LAN E
LINE
CURB LANE
10'
8"(TYP.)-STRIPE
8"(TYP.)-OPEN
-+•i-r+- 8"(TYP.)-STRIPE
,1'1 _
-TIRE J TIRE J -TIRE TIRE
TRACKS TRACKS TRACKS TRACK
* 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.
n1� PUBLIC WORKS
MVo� DEPARTMENT
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
THERMOPLASTIC/PAINTED
CROSSWALK
ti. PIE�IS
0,C wasl�t ' C
53232'
�SSIONAL
b�p•lg
SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
CEDARS A T THE HIGHLANDS
SIGN /NSTALLA T/ON
SIGN
NORTHING
FASTING
STOP SIGN
176327.2794
1320552.0292
NPAT #1
176323.9876
1320652.2731
NPA T #2
176342. 6214
1 J21027. 8825
NO TES:
1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION.
2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS.
J. NO PARKING IS PERMITTED WITHIN CUL-DE-SAC. "NO PARKING" SIGNS SHALL BE INSTALLED
ALONG THE PERIMETER.
1 CITY COMMENTS 02.19.19 DRD 104.11.19 YLP SURVEYED:
D.R. STRONG JGR
1 CITY COMMENTS 05.03.19 CYW 06.20.19 YLP —DESIGNED:
E
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS DRAWN: GLB
,1))1]) 620 - 7th AVENUE KIRKLAND, WA 98033 CHECKED:
O 425.827.3063 F 425.827.2423 Y�
N0. REVISION BY DATE APPR APPROVED
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
12"
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
MUTCD SIGN R8-3 (MODIFIED)
NPAT = NO PARKING ANYTIME
*ORIENT NO PARKING SIGN
AT 45 DEGREES FROM STREET
NOTE. NO PARKING SIGN TO BE
BANDED TO STREET LIGHT POLE
(WHERE APPLICABLE); 100'
SEPARATION BETWEEN SIGNS
USE DOUBLE ARROW NO PARKING
SIGN AT ALL LOCATIONS EXCEPT ON
STOP SIGN. USE RIGHT ARROW
ONLY NEAR STOP SIGN.
NORTH
GRAPHIC SCALE
0 20' 40' 80'
1 INCH = 40 FT.
0% P"RI
C TY OF
RENTON
Planning/Building/Public Works Dept.
420
T-405404_
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
bbannwarth 07/01 /2019
TRANSPORTATION OPERATION 7
cbarnes 07/10/2019 %104
CEDARS AT THE HIGHLANDS
CHANNELIZATION AND SIGNAGE PLAN
PAGE:
01.29.19
14120160TH AVENUE SE C27
RENTON, WASHINGTON 98059 SHEET OF:
27 28
DRS PROJECT NO. 16041
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