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EDGE LINE 1
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PAVED SHOULDER
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(1R MILE INTERVAL)
EDGE LINE
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PAVED SHOULDER
FULL MARKER
I I MILE INTERVAL)
AERIAL SURVEILLANCE MARKERS
CENTERLINE OF
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EDGE LINE
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ANGLE OF
CROSS CULVERT
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PAVED SHOULDER
CROSS CULVERT
EDGE LINE
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PAVED SMOULDER -
CATCH BASIN OR
GRATE INLET
DRAINAGE MARKING
PAVEMENT MARKING AND SIGNING PLAN -CITY DETAILSco
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UW MEDICINE -VALLEY MEDICAL CENTER
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TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS U
GENERAL NOTE - CROS IVAck
See contract for location and
material requirements.
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USE TYPICAL SET FOR
SHOULDERS WIDER THAN f
SEE NOTE 2
TYP
SEE NOTE 1 N S MAX.
/ ROADWAY LANE
CROSSWALK
_ - ----- -UNES
2' I V FOR W SHOULDERS
2 FOR WIDER SHOULDERS
SEE NOTE 2
f��7STOP LINE NOTES
apuDER LANE LANE SIVILUEA 1. For skewed crosswalks, position the lines parallel
to the traffic lane.
2 Install Crosswalk Line in shoulder area only when
adjacent to sidewalk or separate walkway.
STANDARD PATTERN
F MAX ROACI
€ r TYP.
7 Ij
b r=
OLLDBI LANE LANE SHOUDE
LOCALAGENCY
OPTIONAL PATTERN
CROSSWALK LINES
TYPICAL 5 LANE, 581 ROADWAY SECTION
LAYOUT MEASUREMENTS
TO CENTER OF LANE MARKERS
12' —�+— 11 3 --�— I I' 6 �—�— t 13 -'--�..-_ 12 ' --
IN
ONLY
s
10 10 10'7- l0'8" Io•9' � — Io
DRIVING WIOTHS BETWEEN 12�
LANE MARKERS
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7 - 10'6- 10'7 10110'
4.
19TENW
Transportation Engineering Northwest
Transportation Planning I Design I Traffic Impact & Operations
PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333
Project Contact: Chris Bicket, P.E.
Phone: 425-250-5002
II ` 12"—"' iI
SB•
FACE OF. CURB TO FACE OF CURB
---Wo:�
� G�
ONAL•� �
07/18/21M
EXPIRES MAY 5. 2003
USE W LINE FOR SHOULDERS
NO UNDER THAN 4•
SEE NOTE 2 PAVEMENT MARKINGS
STANDARD PLAN FI-Sc
SHEET 2 OF 3 SHEETS
ADOPTED
fp
CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/24/2002
SP PAGE H009.1
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Typical b Lane- 58' Roadway Pavement
Markings
Y ADOPTED'
~ CITY OF RENTON
.► STANDARD PLANS
LST DATE:3-Jun-88
DWG NAME: HR-14 SP PAGE. H013
NO.
REVISION
CURB LANE LANE LANE CURB LANE
CENTER CENTER
IN INI
LANE LANE
1 D'
8"TYP.)-STRIPE
6"MIN.(TYP.j 24' 8"ITYR.)-OPEN
LANE �TYP.1 LANE 8"(TYF.)-STRIFE
CONCRETE LIN= LINE
GUTTER -'T Ii i
LTIRE J THE TIRE � LTIRE J{yj
TRACK E TRACKS TRACKS TRACKS
* TYPICAL_ 4—LANE ROADWAY CONFIGURATION
NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLES.
KEEPING THE THERMOPLASTIC/PAINTED DARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
STD. PIAN
PUBLIC WORKS THERMOPLASTICIPR1 INTER ROVE 7
DEPARTMENT CROSSWALK r 41�
D
SURVEYED:
SCALE:
DESIGNED:
JLS
DRAWN:
JLS
CHECKED:
GMD
DATE
APPR
APPROVED:
CTB
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
�j
4 DATUM)
HAND
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
'• MIN. T
DGE OF
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
W
a
i
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSLMBLE IHE BA5E
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THA- ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED" SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELED
ROADWA"
90 30'� 1
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3*(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7-GAGE, HOT -DIP GALV.,
VNIIAM'HEAVY-DUTY.9ANCHOR
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
Gti Y SIGN MOUNTING ON SINGLE STD. PLAN- 129
** PUBLIC WORKS METAL POST APPROVED: ~
DEPARTMENT (ADOPTED) 6-7= #_!�L16
NTH
DATE
%+ 0CC TY OF
RENTON
Planning/Building/Public Works Dept.
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T-399104
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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TRANSPORTATION OPERATION
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PAVEMENT MARKING AND SIGNING PLAN - CITY DETAILS
DATE:
7/18/18
UW MEDICINE - VALLEY MEDICAL CENTER
FIELDBOOK:
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TALBOT ROAD INTERSECTION UPGRADES
PAGE:
J
DRAWING NO:
400 SOUTH 43RD STREET
PM 1.04
RENTON, WA 98055
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