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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'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 SEEDEXISITING 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 07, 2021 - 2:05pm444 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 SECTIONSLPPSPBMOBLARRY 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" MILL BITUMINOUS SURFACE2.0" OVERLAY TYPE 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B)TACK COAT AS DIRECTED BY THE ENGINEEREXISTING BITUMINOUS DEPTH VARIES 3" TO 4.5"EXISTING BASE MATERIAL DEPTH VARIES 5" TO 13"MILL & OVERLAY - OPTION 22.0" 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 RECLAMATION - OPTION 1SUBGRADESUBGRADESALVAGED PAVERS6" CLASS 5 AGGREGATE BASESUBGRADE1" SAND LEVELING COURSESWEEP CRACKS WITH SELECT GRANULAR BORROWPAVER DRIVEWAYFULL DEPTH RECLAMATION - OPTION 1MILL & OVERLAY - OPTION 2DRAINTILEDRAFT REPORT7-8-2021