HomeMy WebLinkAbout261.00 (2020)NOTES:
1.ALL PERMEABLE PAVEMENT APPLICATIONS SHALL CONFORM TO THE
CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION C.2.7 AND
WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS.
2.SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
PERMEABLE
PAVEMENT SECTION,
SEE STD. PLAN 261.10
IMPERMEABLE
PAVEMENT
6"
2" MIN. EMBEDMENT KEY
FROM ADJACENT IMPERMEABLE
PAVEMENT BASE
CONCRETE BAND EXTEND TO
BOTTOM OF PAVEMENT BASE
FLUSH EDGES
PERMEABLE
PAVEMENT SECTION,
SEE STD. PLAN 261.10
6"
MIN. 4,000 PSI COMPRESSIVE
STRENGTH CONCRETE BAND (TYP.)
DEPRESS LANDSCAPING 1"
NEXT TO EDGE TREATMENT
LANDSCAPE
EXTEND TO BOTTOM OF
PAVEMENT BASE
KEY OR EXPANSION JOINT
PER DPW APPROVAL (TYP.)
CONCRETE BAND BETWEEN PAVEMENT
CONCRETE BAND AT LANDSCAPE
PERMEABLE PAVEMENT -
EDGE TREATMENTS
STD. PLAN - 261.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGregg Zimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT