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HomeMy WebLinkAbout(410) Commercial Driveway Aprons15' RAD. (TYP.) END OF CD CURB RETURN DRIVEWAY WIDTH REGULATIONS I PROPERTY~! LINE l I lL~~w _____ _ 15' RAD. (TYP.) 30' MAX. ,__ __ 50' _ ___._. MIN. CD 11 I 11 I 11 I 11 I II I 1, I <I MIN. MAX. WIDTH WIDTH 1-WAY 12' 20' ENTRANCE 2-WAY 24' 30' ENTRANCE © EXISTING DRIVEWAY 1-8.0'-j MAX. <I BACK OF CURB I I I I I I II 11 11 11 11 11 SAWCUT LINE BITUMINOUS PATCH@ t:mES;.. CONCRETE APRON SHALL BE 8" THICK WITH 8" 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. *NOT TO SCALE* CONTINUE H-PATTERN THROUGH END RAD AND TRANSITION TO EXISTING CURB (IF APPLICABLE) 5.0' MIN. EXISTING BITUMINOUS PAVEMENT t *NOT TO SCALE* @ IF ROADWAY PAVEMENT IS DAMAGED DURING CONSTRUCTION, 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 (4" MIN. FOR BITUMINOUS, PLACED IN TWO 2" LIFTS). CITY OF EDINA ENGINEERING & PUBLIC WORKS DEPTS. COMMERCIAL DRIVEWAY APRONS R~~~~D: f-----------,,-,----=----..,.,.--------------1 STANDARD (/ #,~ PLATE APPROVED: CITY ENGINEER 4 1 0