HomeMy WebLinkAbout(400) Residential Driveway ApronsDOGLEG
JOINT
<!
EXPANSION JOINT
(CONCRETE
DRIVEWAYS ONLY)
<J
1" ROUNDED LIP
CURB AND GUillR
®
EXISTING DRIVEWAY
(30 MAX. WIDTH AT ROW)
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. LI
l EXISTING BITUMINOUS@
PAVEMENT
*NOT TO SCALE*
3' RAD.
(TYP.)
EDGE OF
EXISTING
PAVEMENT
EXPANSION JOINT
(CONCRETE
DRIVEWAYS ONLY)
NO CURB AND GUTTER
®
EXISTING DRIVEWAY
(30 MAX. WIDTH AT ROW)
8.0'
MAX.
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. LI
END OF
CURB CD
RETURN
}8"
lt-•<--_,, .. -il t EXISTING
3.o' BITUMINOUS SAWCUT LINE t BITUMINOUS PATCH@
PAVEMENT
.t:l.QIES:.. *NOT TO SCALE*
CONCRETE APRON SHALL BE 6" THICK WITH 6" AGGREGATE BASE CLASS 5.
CD 50' MINIMUM BETWEEN END OF CURB RETURN AND INTERSECTION RETURN.
@ FORM JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE, SYMMETRIC PANELS (MAX. AREA 64 SF).
JOINTS SHALL BE TROWELED AND MATCH EXISTING DRIVEWAY PATTERN WHERE FEASIBLE.
@ CONTRACTOR SHALL PROTECT EXISTING BITUMINOUS WHERE FEASIBLE. IF EXISTING BITUMINOUS IS DAMAGED, ENGINEER SHALL
PROVIDE GUIDANCE ON EXTENTS OF STREET PATCH REQUIRED.
@ CONTRACTOR SHALL SAWCUT 18" STRIP OF STREET SECTION ADJACENT TO NEW APRON AND PATCH WITH TYPE SP9.5
WEARING COURSE MIXTURE (SPWEA340B), PLACED IN MULTIPLE LIFTS (2" MAX.), MATCHING EXISTING PAVEMENT THICKNESS.
@ RESTORATION OF DRIVEWAY SHALL MATCH EXISTING THICKNESS
(6" MIN. FOR CONCRETE; 4" MIN. FOR BITUMINOUS, PLACED IN TWO 2" LIFTS).
RESIDENTIAL DRIVEWAY APRONS
REVISED:
1-17
CITY OF EDINA
ENGINEERING
& PUBLIC
WORKS
DEPTS.
>--------~---~-~----------< STANDARD
PLATE
APPROVED: CITY ENGINEER 400