HomeMy WebLinkAboutT-388303APPROACH LINE
SECTION 257 TOWNSHIP 23 NORTH, RANGE 4 E, W.M.
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24' 4 WHITE TYPE 'I'
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REEL.)
NUMBER AND LOCATIONS OF ARROWS
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) ARROWS
OVER 300' AT 100' INTERVALS
SKIP APPROACH LINE
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— 9'— 15' - 3'-
4" WHITE TYPE 'I'
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REFL.)
BAND -
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
" MIN. T(
5/16"X2-1/2"
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
METAL POST
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_ FINISHED
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LANE LINE
4"
4" WHITE TYPE 'I'
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REEL.)
CHANNELIZATION MAKERS DETAIL
ADOPTED
CITY OF RENTON
♦I♦
STANDARD PLANS
LST DATE:04J04
DWG. NAME:
H002 SP PAGE: HOC2
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT 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
ROADWAY
30'�t
90'
3'
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3*(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
SIGN POST
is
LOWER SIGN a 5/16" ,IN) CORNER BOLT
POST SUPPORT OR 3/8 (IN) FLANGED
PI SHOULDER BOLT WITH
NUT AND WASHERS ti
2 REQUIRED (TYP.)
BDLT STOP
FOR SIGN POST
TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT ., 2.25"
(IN), 7-GAGE, HOT -DIP GALV.,
VIN
HEAVY-DUTY ANCHOR
.
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
®* PUBLIC WORKS METAL POST APPROVED:
DEPARTMENT (ADOPTED) (,-A
N C�
DATE
19TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Jaedi Stevens
Phone: 425-250-0868
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U11 R=2'-3"
1'-0"-i {--
WHITE
TURN MARKINGS
WHITE 12" TO 24"
STOP LINE
WHITE 4»
-77
EDGE OF ROAD UNE
6" TO 8"
TRAFFIC FLOW
WHITE OR YELLOW \X;� "
6 TO 8"
ISLAND W/CROSSHATCHING
9'-0" 15'-0" 9'- 0"
3:5 RATIO
4"
WHITE J LANE UNES 4
50' VAR. 15'
EDGE LINE
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PAVED SHOULDER
HALF MARKER
(12 MILE INTERVAL)
EDGE LINE
7
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PAVED SHOULDER
FULL MARKER
I I MILE IN'ERVAI j
AERIAL SURVEILLANCE MARKERS
RAILROAD CROSSING MARKING
CENIERUNE Of
CROSS CULVERT
EDGE LINE
CROSS
of
ii GROSS CULVERT
PAVED SHOULDER
CROSS CULVERT
EDGE LINE
r TYP. —
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Pavement Marking Details
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ADOPTED
tit
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CITY OF RENTON
STANDARD PLANS
LST DATE:1-Aug-90
DWG NAME:
ER-03 SP PAGE: H008
GENERAL NOTE - CROrtS"U.M _
See contnd for location and -- -
materialrequirtsmeft ty --
e
TYP
SEE NOTE 1 N . /% 5,6w
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ROADVAY LANE
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CROSSVYI
\... ---- LINES -- I �1• / �-
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7
7YP.
I,�
I' FOR 4' SHOULDERS
Z FOR WIDER SHOULDERS
- -
SEE NOTE 2
s MAX.
STOP LINE
NOTES
LANE_
LANE ..
tIDIAe61
1. For skewed crosswalks, position the lines parallel
to the traffic lane.
_ --- _
2. Install Crosswak Line in shoulder area only when
adjacent to sidewalk or separate walkway.
STANDARD PATTERN
PAVED SHOULDER '
CATCH BASIN OR
s aouoMeLr
C'COr:T ZBjt
GRATE INLET
rTYP.
DRAINAGE MARKING
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P,, aIfTSE G�?
s/ONAL 1ST
EXPIRES MAY S. 2003
USE TYPICAL SET FOR
SHOULDERS WIDER THAN !
i•--
- - - - ' -
��-- �' -- ' TYP.
--I
USE s• LINE FOR SHOULDLW;
— NO WIDER THAN
SEE NOTE
LANE
LANE
sltouDER
4'
SEE NOTE 2 PAVEMENT MARKINGS
STANDARD PLAN H-5c
LOCAL AGENCY
OPTIONAL PATTERN
SHLLI 2 OF a SHEETS
ADOPTED
CROSSWALK LINES
CITY OF RENTON
1 ASBUILT DRAWINGS
N0.
REVISION
07 25 18 SURVEYED:
DESIGNED:
JLS
DRAWN:
JLS
CHECKED:
GMD
BY DATE APPR APPROVED:
CTB
1
STANDARD PLANS
LAST DATE: 06/24/2002
SP PAGE H009.1
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
TYPE 5 TYPE I
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
■:..•01.
\■
.-7........... •
• •
6' 20,
L
I,-4,
LANE
C
RAILROAD CROSSING
SYMBOL
A
TYPE 4
M
PREFERENTIAL LANE
SYMBOL
,��NER Te
��`' •oE WA01
B/�y
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A••'PF �4
�`rS ONAL ECG\
CITY 0 E
RENTON
Planning/Building/Public Works Dept
LOOP
� TYPE 1 L(bF
i 'CSIOD Bar
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i..... .e......... ;.................. SYMOX
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CYCLE DETECTOR SYMBOL LOCATION
S4.
P.)
HANDICAPPED PARKING
STALL MBO
NOTES-
See contract for locaiaa and material
regWnmems.
E 3 LOOP Traffic filters Mall Conform to the FHWA
Publication Standard ALPHABET for
HIGHWAY SIGNS and PAVEMENT MARKINGS.
With the escePllon of the railroad crossing
symbol 1 1are, all traffic letters shall be
B feet Ir height.
TYPE 3 Preforeintiol Lane Symbol shall be
I Installed only an designated bicycle longs.
CYCLE DETECTOR SYMBOL
PAVEMENT MARKINGS
••--... ■rwr.wr a 1uww 1
ADOPTED
Vi�e CITY OF RENTON
• .4 ` ♦ STANDARD PLANS
LST DATE:17-Jul-81
SP PAGE: 111009
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
11/21/17
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FIELDBOOK:
PAGE:
GHC LONACRES - METRO BUS STOP IMPROVEMENT
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RENTON, WASHINGTON
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DRAWING N0:
PAVEMENT MARKING, SIGNAGE AND
PM-03
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TRAFFIC SIGNAL DETAIL SHEETS
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SHEET: 30F: ^
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T-388303