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GENERAL CHANNELIZATION NOTES
1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION.
2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO
THE "STATE OF WASHINGTON STANDARD SPECIFICATION
FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,"
LATEST EDITION.
3. SEE STANDARD DETAILS FOR CITY OF RENTON ROAD
STANDARDS CHANNELIZATION AND SIGNING DETAILS.
4. PRESERVE AND PROTECT ALL BUSINESS SIGNS.
5. ALL RELOCATED SIGNS TO HAVE NEW SQUARE TUBING
POSTS AND POST BASES PER CITY OF RENTON STD
PLANS G010 & G012 AND WSDOT STD PLANS
G- 20.10 -00, G- 24.50.00 & G- 24.40 -01, UNLESS
STATED OTHERWISE ON PLANS.
CHANNELIZATION NOTES
�1 LANE LINE PER WSDOT STD PLAN M- 20.50 -02.
�2 THERMOPLASTIC PAVEMENT ARROW PER CITY OF RENTON STD PLAN
H002 & H008.
�3 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02.
® WIDE LANE LINE PER WSDOT STD PLAN M- 20.50 -02.
7❑ 18" THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN H008.
SIGN SCHEDULE
SIGN
NO.
STATION
OFFSET
DESIGNATION
SIGN SIZE
REMARKS
S1
45 +00.64
38.72' RT
"STOP"
—
RELOCATE
S2
45 +87.83
27.76' RT
"RIGHT LANE MUST TURN
—
EXISTING TO REMAIN
CONIC CURB — FD 8
m
o
RIGHT
RECORD
DRAWINGS
PREPARED BY KPG, JULY 2014
BASED ON CONSTRUCTION RECORDS
S3
47 +11.93
26.03' RT
"ONLY ARROWS"
—
REMOVE
NEW, SEE MODIFIED R3 -802 DETAIL, SHEET 33,
S4
—
—
R3 -802
36" X 30"
TO BE LOCATED ON NEW LUMINAIRE POLE.
FOR LOCATION SEE ILLUMINATION PLAN, SHEET 22.
S5
1 44+53.04
1 40.00' RT
"LOWE'S"
I
I EXISTING
A-B: 2- ;,4c v 9'7
TO REMAIN
361487 CALL 3 WORKING DAYS
BEFORE YOU DIG:
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SURVEYED: KPG
DRAWN BY: HJT
DESIGN BY: HJT
CHECK BY: NJD
PROJ MGR: NJD
FILE: 0B046CHN01.dwg
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753 9th Ave N 2502JeKersonAve
Seattle, WA 98109 2112,a,WA98402
(2 0 61 2 8616 4 0 (2531627 -0720
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CITY OF RENTON
".IL
Public Works Department
APPROVED FOR CONSTRUCTION
BY. DATE:
SOUTH LAKE
ROADW
CHANNELIZATION
STA 4
WASHINGTON
Y IMPROVEMENTS
& SIGNING PLAN
+00 TO STA 48 +00
q
DRAWING NO. 34
PROJECT NO. 11156
FED AID NO.
DATE: FEB 2612
SHEET NO. 34 OF 53
s
EXTENSION OF DUAL FACED
CONIC CURB — FD 8
m
o
11 09 12
RECORD
DRAWINGS
PREPARED BY KPG, JULY 2014
BASED ON CONSTRUCTION RECORDS
REVISED TO CONFORM TO CONSTRUCTION RECORDS
VS
HJT
07/2014
n
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
A-B: 2- ;,4c v 9'7
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