Loading...
HomeMy WebLinkAbout(405) Residential Driveway Aprons with Walk5' CONCRETE WALK (TYP.) @ .' "4. NO BOULEVARD ® EXISTING DRIVEWAY 2 <:1 ••• ... <i· . :<I"· d <1 .. 4 . d "! : ·"'··. ··•·:. ·· .. · . 5' CONCRETE WALK (TYP.) @ ,<1. 1-2' BOULEVARD .. . ® EXISTING DRIVEWAY 2 .. <1 <1 ·: .i " ·: 4 :.,,, , ... <1 • <1 <1 ... EXPOSED AGGREGATE CONCRETE BOULEVARD (1-2') TRANSITION PIECE (5' MIN.) KNOCKDOWN CURB AND GUTTER L B618 CURB AND GUTTER @ KNOCKDOWN L B618 CURB CURB AND AND GUTTER © GUTTER @ B618 CURB AND GUTTER 5' CONCRETE WALK (TYP.) @ .' "4. 3-4' BOULEVARD ® EXISTING DRIVEWAY 2 d .·</"· <1 ,.4 . d "! B618 CURB AND GUTTER 5' CONCRETE WALK (TYP.) @ RADIUS TO MATCH BOULEVARD WIDTH ". .. "4: 5' BOULEVARD ® EXISTING DRIVEWAY 2 L B618 CURB AND GUTTER @ 1" ROUNDED UP DOGLEG JOINT L B618 CURB 1" ROUNDED AND GUTTER UP @ CONCRETE APRON SHALL BE 6" THICK WITH 6" AGGREGATE BASE CLASS 5. G) 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 FILLER 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 6" THICK. CONCRETE WALK SHALL CONFORM TO EDINA STANDARD PLATE 420. @ LONGITUDINAL SLOPE OF SIDEWALK THROUGH TRANSITION PIECE SHALL NOT EXCEED 1"/1' (8,33%). @ CONCRETE CURB SHALL CONFORM TO EDINA STANDARD PLATE 500. @ RESTORATION OF EXISTING DRIVEWAYS SHALL MATCH EXISTING THICKNESS (6" MIN. FOR CONCRETE; 4" MIN. FOR BITUMINOUS, PLACED IN TWO 2" LIFTS). 30' MAX. DRIVEWAY WIDTH AT ROW. :<f"· d *NOT TO SCALE* <1 . .4 . 2' EXTENSION 3' RAD. (TYP.) DOGLEG JOINT *NOT TO SCALE* REVISED: 1-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. o--~~~~~~~~~~~~~--~~~~~~~_,STANDARD PLATE APPROVED: CITY ENGINEER 405