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DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
CURB LANE LANE LANE CURBLANE
6" MIN. (TYP.)
TIRE TRACKS
CROSSWALK MARKINGS,
r (TYP.)
SEE NOTE 1 (TYP.)
CONCRETE CURB
/
8 GUTTER (TYP.)
i
LANE LANE
LINE LINE
WHITE CROSSWALK CENTEIiU CENTERED 8"
MARKINGS (TYP.)—, W IN fTYP.)
LANE LANE
0
24" 8'
(TYP.) (TYP-)
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0
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Fo
I
WHITE STOP BAR FOR HAWK SIGNAL
AND RECTANGULAR RAPID FLASHING
BEACONS (RRFB), SEE NOTE 3
PIANO STYLE CROSSWALK
PLAN 8 PROFILE VIEWS
NOTES-
1 . PIANO STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT MARKED MID -BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 128 FOR
ALL OTHER LOCATIONS.
2. PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109.
3. 16" WIDE WHITE STOP BARS SHALL BE INSTALLED WHEN A HAWK SIGNAL OR RECTANGULAR RAPID FLASHING BEACONS (RRFB) ARE
PRESENT AT A MID -BLOCK CROSSING. OTHERWISE, NO STOP BARS SHALL BE INSTALLED.
4. TO MINIMIZE WEAR, CROSSWALK MARKINGS SHALL BE LOCATED IN THE CENTER OF THE TRAVELLED PORTION OF THE LANE.
MID —BLOCK CROSSWALK AND STOP
PLAN—
127
�o PUBLIC WORKS
. � +
BAR PAVEMENT MARKINGS
APPROVED:
DEPARTMENT
7/27/2022
Martin Pastucha
DATE
5:4
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
WHITE CROSSWALK MARKINGS (TYR
N
WHITE STOP BAR, SEE
NOTE 3
PARALLEL STYLE CROSSWALK
NOTES:
1, PARALLEL STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT ALL MARKED PEDESTRIAN CROSSINGS,
EXCEPT AT MARKED MID•BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 127 FOR MID -BLOCK CROSSWALK.
2, PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109.
3. STOP BARS SHALL BE INSTALLED WHEN TRAFFIC SIGNALS OR STOP SIGNS (IF REQUIRED BY CITY ENGINEER) ARE
PRESENT. STOP BARS SHALL BE LOCATED A MINIMUM OF 4' FROM EDGE OF CROSSWALK MARKINGS OR MORE IF
SPECIFIED BY CITY ENGINEER, OTHERWISE, NO STOP BARS SHALL BE INSTALLED,
��Y o INTERSECTION CROSSWALK AND STD, PLAN— 128
PUBLIC WORKS STOP BAR PAVEMENT MARKINGS A PROVED:
+ + DEPARTMENT Martin 7/27/2022
Martin Pastucha
DATE
BAND -
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
5/16"x2-1/2"
GALVANIZED BOLTWITH_
GALVANIZED WASHERS.
2" SQUARE
METAL POST
o TOP OF AN H
_
Cr LOWER SQUAR
-
5 TUBE)
a.
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W
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FINISHED
a UN
-
cr LINE
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4" MIN.
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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. TIDE -BASE 'CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED:
2. A'2" (IN) POSTiNATH 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,II,CON.TRACT 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
90 30'�•t
' I OR REI LECTORIZED SIGNS: MOUNT
'. FACING 3'(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
..
S GN POST -
i
..
e
LOWLY SIGN
DOST SUPPORT
—5/I6%AIN)
CORNER BOLT
0 3 IN FLANGED
al
SHOULDER BOLT MATH
NUT AND WASHERS
2 REQUIRED (TYP.)
BOLT STOP
CN POST
TYPE ST-4 SIGN SUPPORT
LOWER _ SIGN POST SUPPORT
(IN), 7—GAGE. HOT -'DIP GALV.;,l
IN. HEAVY—DUTY ANCHOR
IAM
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING 'I:ON SINGLE
PUBLIC WORKS METAL POST
4 7■� DEPARTMENT
0 ADOPTED
.C1 lc
AN N V 5 COMPANY
19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
SURVEYED: SCALE:
WHP/NV5 VERTICAL: NAVD 1988
DESIGNED:
NTS HORIZONTAL: NAD 1983/1991
DRAWN:
ONE INCH DATUM
CHECKED: AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
%�T.
O WAS
0�
DIGITA N D BY
JUA R EZ
2022.09. 8 8-07'00'
41691
1P4
0�EGI STw
SSIONAL E�
C TY OF
RENTON
Planning/Building/Public Works Dept.
STD. PLAN- 129
APPROVED:
G� 1
D
T-422805
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING %
-F IL
Michael Sippo 11/04/2022 w
SWA2 AMAZON
CITY OF RENTON
CITY STANDARD DETAILS
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DATE:
5
9-27-2022
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