HomeMy WebLinkAboutCOR_STD_PLAN_H032LANE LINE
MARKING
7'-8"
STANDARD VEHICLE WHEEL PATH
• 3' 4.5'
MIN. MIN.
L1'
MIN.
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4OOOW
L 2.15'
MIN.
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
02/2005 1 MODIFED NOTES OCV DC
07/2004 MODIFIED NOTES I OCV OZ
3'
1'--� \--- ACP CLASS*
MIN.
6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, —
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR
FLEXIBLE PAVEMENT
Y o
ADOPTED
CITY OF RENTON
STANDARD PIANS
'NZ6
IST DATE:02/05
nWG NAMG' I nv) CP PDGF NrYi9