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HomeMy WebLinkAbout(420) Concrete WalkCURB AND GUTIER @ RESIDENTIAL DRIVEWAY APRON © 5' CONCRETE WALK (TYP.) 4 .. .. 4 <1 . . ·.<I. . ~-. <I: 4 : 4 ·. ~ .. .... <1 •• 2 --~~~~~~@~~~~~~~~ . .. 4 4· ;4 2 .... .,:1·· <1 4 4 j" RAD. ~ 2.0X MAX. SLOPE . . · 4i. .. · .. · .. . . · . . . · . ~ CONCRETE ~ffij/~/$07lzi <" ~~~~~~QUAL --j 6" 5.0' (TYP.) 6" I-- CROSS SECTION NQIE.S;_ (j) FORM JOINTS 5' APART TO PRODUCE APPROXIMATELY SQUARE PANELS (MAX. AREA 26 SF). JOINTS SHALL BE SAWCUT TO A DEPTH OF 1 /3 THE SLAB THICKNESS AND MATCH EXISTING JOINT SPACING' WHERE FEASIBLE. @ 1/2" EXPANSION JOINT, PREFORMED JOINT FlLLER MATERIAL PER AASHTO M 213 (REQUIRED AT 150' INTERVALS (MAX.) OR WHEN TWO CONCRETE AREAS ARE POURED SEPARATELY). @ CONCRETE WALK THROUGH DRIVEWAYS AND FIRST PANEL ON EITHER SIDE SHALL MATCHING DRIVEWAY THICKNESS. @) RESIDENTIAL AND COMMERCIAL DRIVEWAY APRONS SHALL CONFORM TO EDINA STANDARD PLATES 405 AND 415. @ BOULEVARDS 2' AND NARROWER SHALL BE FlLLED WITH EXPOSED AGGREGATE CONCRETE. @ CONCRETE CURB SHALL CONFORM TO EDINA STANDARD PLATE 500. .. 4· •4 • 4 <1 •• :. A 4 ... :. ~ <1 • •• <I ., 4• • J ••• • . ···~ .· ~ ·:..·:·. .. : f . '( 4 ~·. . ·~ ~}~ '..?:·:<:>}" . . >-.~~~:: ·:.~.: :.: .·.i' .4 ·. . : :·· CONCRETE WALK 5' VEGETATED BOULEVARD . (TYP.) @ COMMERCIAL DRIVEWAY APRON © REVISED: 1-17 CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. r--~~~~~~~----;;-~~~~-=-~-=~~~~~~~-----i STANDARD PLATE APPROVED: CITY ENGINEER 420