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K:\019789-000\Cad\Plan\2ND ADDITION\019789-000-C-TYPS-DETL-PLAN-2ND.dwg 2/6/2023 4:40:36 PMCS-103 <br />AS SHOWN KWH <br />PTHSJH <br />TYPICAL <br />SECTIONS <br />BITUMINOUS ROAD PAVEMENT SECTION <br />INSET A <br />1.5" TYPE SP 9.5 WEAR COURSE MIX SPWEA340C <br />8" CLASS 5 AGGREGATE BASE (MNDOT 2211) <br />18" SELECT GRANULAR MATERIAL <br />GEOTEXTILE FABRIC (MNDOT TYPE V) <br />2357 BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 NONWEAR COURSE MIX SPNWB340C <br />NOTES: <br />1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE <br />REMOVED FROM BENEATH THE ROADWAY. <br />2.A TEST ROLL OF THE PREPARED SUBGRADE SHALL BE <br />PERFORMED IN THE PRESENCE OF A CITY INSPECTOR. THE <br />CITY HAS THE AUTHORITY TO REQUIRE ADDITIONAL <br />SUBGRADE CORRECTION AND GRANULAR BORROW, OR <br />ELIMINATE THE STABILIZATION FABRIC AND GRANULAR <br />BORROW. <br />3.DRAINTILE IS REQUIRED BEHIND CURB, MINIMUM 50' EACH <br />WAY FROM CATCH BASINS. <br />SEE CITY DETAIL STR-8 FOR LAYOUT <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONS - 2ND ADDITIONLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF5970902/06/202324.0' BACK-TO-BACK PRIVATE STREET <br />12' TO BACK OF CURB12' TO BACK OF CURB <br />SEE INSET A4" DRAIN TILE PER CITY DETAIL <br />STO-9 (PROJECT SPECIFIED) (TYP) <br />SURMOUNTABLE <br />CONCRETE CURB & <br />GUTTER (TYP.) <br />6" COMMON TOPSOIL <br />BORROW (TYP.) <br />1' (TYP)4" DRAIN TILE PER CITY DETAIL <br />STO-9 (PROJECT SPECIFIED) (TYP)1:11:1LC <br />VARIES VARIES <br />STREET F <br />0.02 FT/FT 0.02 FT/FT <br />2.5'