HomeMy WebLinkAboutR-403623DocuSign Envelope ID: F7656CAO-3426-46F1-AOD4-9EEA931EF6A2
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EDGE OF
BIKE LANE
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BICYCLE LANE SYMBOL
LAYOUT
CALL BEFORE YOU DIG
TOTAL MARKING AREA
10.27 SQ.FT.
KEY NOTES
0 Bid Item "Bicycle Lane Symbol"
includes Bike Lane Arrow and
Bike Rider Symbol.
�2 2' (ft) x 6' (ft) White Bike Lane Arrow.
03 Bike Rider Symbol.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING
THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF
48 HOURS PRIOR TO ANY EXCAVATION.
T-4"
MARKING AREA
GRID IS 1" (IN) SQUARE 6.02 SQ.FT.
BIKE RIDER SYMBOL
DETAIL
o zo � 1-� I I
MARKING AREA 3
4.25 SQ.FT.
6"
BIKE LANE ARROW
DETAIL
GENERAL NOTE
See Contract for location and material requirements
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1ST
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Walsh, Brian
Jun 24 2014 1:53 PM
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BICYCLE LANE SYMBOL
LAYOUT
STANDARD PLAN M-9.50-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Bakotich, Pasco Jun 24 2014 4:42 PM
STATE DESIGN ENGINEER
Washington State Department of Transportation
REFER To Ro-14036149
W*.1403601 , S*4403601 FOR
AS —BUILT INFORMATION
C,50'1
WASNI c�jS
AP O
� 2
LLJ
O�s
SIONAL
06/19/20191 NO.
BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL
REVISION
DOUBLE YELLOW CENTER LINES
0 • • • • • • • • • 0 • • • • • • • IR 4"
• • • • • • • • a • • • • • •
L4" YELLOW TYPE 1
30. LINE MARKERS
4" YELLOW TYPE 2d
LINE MARKERS (REFL.)
SINGLE SKIP YELLOW CENTER LINES
F--•9'•-- 15' -I 3't-• •
4" YELLOW TYPE 1 4 YELLOW TYPE
LINE MARKERS LINE MARKERS (REEL.)
TWO—WAY LEFT TURN LANES
III �1• . . T® . . . . 1. . 1. 1. . . . . . • • "4-
j •9 •—t— 15 --1 • —1 3 F • • • �T
12' 4" YELLOW TYPE 2d LINE MARKERS (REEL.)
4" YELLOW TYPE 1 LINE MARKERS
APPROACH LINES
3 f 1 8 1 i �' I I I I & rTs•
24' 4" WHITE TYPE 1
LINE MARKERS
4" WHITE TYPE 2e LINE
MARKERS (REEL.)
SKIP APPROACH LINES
I
4" WHITE TYPE 1 4 WHITE TYPE \2e
LINE MARKERS LINE MARKERS (REFL.)
LANE LINES
1 4"
91 1
t—• ' •—t— 15' � -1 3'� • • •
4" WHITE TYPE 1 4" WHITE TYPE 2e
LINE MARKERS LINE MARKERS (REFL.)
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
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
20
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
t 4"
f 0.7"
TYPE 2
t4"
t0.7"
NOTE: RPM MATERIAL SPECIFICATIONS
SHALL BE PER WSDOT STANDARD
SPECIFICATIONS SECTION 9-21
RAISED PAVEMENT MARKERS (RPM)
PUBLIC WORKS CHANNELIZATION MARKERS DETAIL STD. PUN_ 109
� DEPARTMENT AP790VE1Y.'
Greag Zimmerman
OATS
DO NOT DEPRESS
SIDEWALK AT DRIVEWAY
eIDITEMnNcI oEssDEwAExluws WHEN LANDSCAPE
- _-.- — -- BUFFER WIDTH EXCEEDS
6 MN VAR�S'SEE NOTE TI S'
- — T ,. - 5 FEET. (PROVIDE
r CONSISTENT SLOPE)
ID V Or PAVED
DRIVEWAY REOVIRED
IS' EXPANSION J00" rTYP I SE' ExPA/ES:ON JOVtT J I Ca-ENT(SEE STD PLAN tOti 1 / )SEE STD P/ W I771 CONCRETE
SIDEWALK
A
�— THICTIONSEE NOTE I CEMENTCOtKAETE
RAMP wnH thl IV ' B CURB t GUTTER
SEOPE (SEE NOTE 3)
3 CTION JOINT frYP)
{SEE SrO PUN 1031 - PLAN VIEW
(TYPE C3 SHOWN, C1 4 C2 i C-MAX SIMILAR)
(SEE NOTE 9)
PLANTER STRIP �.. vAK•s _
)BEE NM�Y _ Bri Wt SEE MTf B r",
+ 4
-IPYXI '• .iPYN DEPNFSSE0 LURB E GIB' IER
CEEEBM CONCRETE 'I-kw1 (SEE NOTEA
,Q,w.yK III EXPANSION Jove (IYP.)
-_ - SECTION O IS! '_ s'O RANI r 'MWA.K WIOTH�
tT%(TYP )
-IXwEwAY W .E sEa•E Is. on sNCWv vAccEw.-Ea __ _ I bw !•try
M.EWAV 1G Adl. MIW.
CRI.EWA, W RELAY"
NE W!N[ St OPE IGOPL, �, � • BE B
S.vTNI'1 E.RAGCEMTED!
For NOTES see STD PLAN 104.2
MODIFIED
G�CY p� MODIFIED STD. PLAN — 104.4
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPES C9 B, C28,
I (F �C3B, and C-MAXB (WITH BUFFER)
R.E.W. 05 01 19 R.D.J. suRvEt
R.E.W. 06 19 19 R.D.J. DESWNm:
K. MELVIN
DRAWN:
S. ORDONEZ
CHECKED:
R. JARVIS
BY DATE APPR A"OvED=
R. JARVIS
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1953/1991
DATU M
CITY OF
RENTON
I."R
V4297
Planning/Building/Public Works Dept.
R-403623
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 07/16/2019 '
TRANSPORTATION OPERATION
cbarnes 08/06/2019
WEATHERLY INN RENTON
FIEU
4500 TALBOT RD S PAGE, OK:
PAGE:
RENTON, WA 98055 DRAWING No:
FRONTAGE IMPROVEMENT DETAILS FR-03
SHEET. 33 OR51