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ROW VARIES 30'-35'ROW VARIES 30'-35'BACK OF CURB TO CENTERLINE 18' +/-0.5'BACK OF CURB TO CENTERLINE 18' +/-0.5'BACK OF CURB TO BACK OF CURB 36' +/-0.5'ROW VARIES 60'-70'EXISITING SLOPE VARIES 1.2% TO 4.0%, 2% PROPOSEDEXISTING SLOPE VARIES 1.2% TO 4.0%, 2% PROPOSEDB418 CURB AND GUTTER - SPOT REPLACEMENTAPPROVED GRANULAR BACKFILL6" TOPSOIL WITH SEED120.33'0.5'10.5' MAX2.0' MIN0.5'0.5' MINB418 CURB AND GUTTER - SPOT REPLACEMENTAPPROVED GRANULARBACKFILL6" TOPSOILWITH SEED4" PERFORATED PVC DRAIN TILEFREE DRAINING AGGREGATEGEOTEXTILE FABRIC TYPE 1GEOTEXTILE FABRIC TYPE 5K:\a-f\ArdenHills\18196000\04_Production\01_CAD\01_Xrefs\C001 TYPICAL SECTIONS.dwg Jul 20, 2021 - 4:46pm444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:C001TYPICAL SECTIONLPPSPBMOBLARRY POPPLER 410056/23/2021--- --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.0006" CONCRETE DRIVEWAY PAVEMENT6" AGGREGATE BASE CLASS 5SUBGRADE3" TYPE 9.5 WEARING COURSEMIXTURE (2,B) (SPWEA230B) (2 LIFTS)6" AGGREGATE BASE CLASS 5SUBGRADEPROPOSED CONCRETE DRIVEWAYPROPOSED BITUMINOUS DRIVEWAY2.0" TYPE 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B)TACK COAT AS DIRECTED BY THE ENGINEER2.0" TYPE 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B)+/- 12" FULL DEPTH RECLAMATION5" COMMON EXCAVATION1" OF CLASS 5 AGGREGATE BASEDEPTH OF BASE VARIES 7" TO 15"FULL DEPTH RECLAMATIONSUBGRADESALVAGED PAVERS6" CLASS 5 AGGREGATE BASESUBGRADE1" SAND LEVELING COURSESWEEP CRACKS WITH SELECT GRANULAR BORROWPAVER DRIVEWAYFULL DEPTH RECLAMATIONDRAINTILE