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HomeMy WebLinkAbout(415) Commercial Driveway Aprons with Walk5' CONCRETE WALK @(TYP.) TRAN Sill ON PIECE (5' MIN.) B618 CURB AND GUTTER © NO BOULEVARD ® 11 EXISTING DRIVEWAY •• --:--·~ •· •• ·····.: • .d· .• KNOCKDOWN CURB AND GUTTER • • ., ... : " •• .C·: •• • ••• • • •• L B618 CURB AND GUTTER ® 5' CONCRETE WALK @(TYP.) 11 1-2' BOULEVARD ® EXISTING DRIVEWAY .: .. i ma;~· :.41 , .. . Lill~ B618 CURB AND GUTTER ......... KNOCKDOWN CURB AND GUTTER 3' + BOULEVARD 11 EXPOSED AGGREGATE CONCRETE BOULEVARD 11 (1-2'> L B618 CURB AND GUTTER ® *NOT TO SCALE* 5' CONCRETE WALK @(TYP.) ~ ® TRANSlllON CURB FROM FULL HEIGHT AT STREET TO MATCH SIDEWALK EXISTING DRIVEWAY <1 ""'.ti"" . . . :·:·:·:·:·:. ·. ·:; :L:\® • .</ ~ <I '<1 • A •• t:lQJIS;_ CONCRETE APRON SHALL BE a• THICK WITH a• AGGREGATE BASE CLASS 5. 1" ROUNDED LIP (D FORM JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE, SYMMETRIC PANELS (MAX. AREA 64 SF). JOINTS SHALL BE TROWELED AND MATCH SIDEWALK PATTERN WHERE FEASIBLE. @ 1/2" EXPANSION JOINT, PREFORMED JOINT FlLLER MATERIAL PER AASHTO M 213 (REQUIRED WHEN TWO CONCRETE AREAS ARE POURED SEPARATELY). @ CONCRETE WALK THROUGH DRIVEWAY AND FIRST PANEL ON EITHER SIDE SHALL BE 8" THICK. CONCRETE WALK SHALL CONFORM TO EDINA STANDARD PLATE 420. @ LONGITUDINAL SLOPE OF SIDEWALK THROUGH TRANSlllON PIECE SHALL NOT EXCEED 1" /1' (8.33%). @ PEDESTRIAN CURB RAMPS (AS DIRECTED BY ENGINEER) SHALL CONFORM TO MnDOT STANDARD PLANS. @ CONCRETE CURB SHALL CONFORM TO EDINA STANDARD PLATE 500. (/) BACK OF APRON SHALL ABUT SIDEWALK EDGE, REGARDLESS OF BOULEVARD WIDTH. •• <1 A' •.. .d <1 15' RAD. (TYP.) L B618 CURB AND GUTTER ® *NOT TO SCALE* @ RESTORATION OF EXISTING DRIVEWAYS SHALL MATCH EXISTING THICKNESS (4" MIN. FOR BITUMINOUS, PLACED IN TWO 2" LIFTS). DRIVEWAY WIDTH AT ROW SHALL CONFORM TO EDINA STANDARD PLATE 410. CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. REVISED: 1-17 r-----~~~~~~~-r=-;-=;;~~~c---'-=,,r----:-~~~~~~-----j STANDARD PLATE APPROVED: CITY ENGINEER 415