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K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-TYPS-DETL-PH 1-PLAN.dwg 10/24/2022 6:32:55 PMCS-105 <br />AS SHOWN SJH <br />KWHSJH <br />TYPICAL <br />SECTIONS <br />VANDERBIE STREET <br />BITUMINOUS ROAD PAVEMENT SECTIONINSET 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 />CONCRETE SIDEWALKINSET B <br />4" CONCRETE WALK - 3F52A <br />6" CLASS 5 AGGREGATE BASE <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 />BITUMINOUS DRIVEWAYINSET D <br />3" TYPE SP 9.5 WEAR COURSE MIX (2,C) SPWEA240C <br />6" CLASS 5 AGGREGATE BASE OR RECYCLED EQUAL (MNDOT 3138)(INCIDENTAL) <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 COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF10/21/202259709R/W C R/WL <br />VANDERBIE STREET <br />15.34' TO BACK OF CURB14' TO BACK OF CURB <br />SEE INSET A <br />BLVD <br />14.66' <br />30' R/W30' R/W <br /> DRAIN TILE PER CITY DETAIL <br />STO-9 (PROJECT SPECIFIED) (TYP) <br />B618 CONCRETE CURB <br />& GUTTER (TYP.) <br />STA. 10+39 22 'RT. TO STA. 11+75 14' RT <br />BLVD8'CONCRETE <br />WALK 6' <br />BLVD <br />2' <br />6" COMMON TOPSOIL <br />BORROW (TYP.) <br />1' (TYP) <br />2.00% MAX <br />SEE INSET B <br />R/W C R/WL <br />15.34'' TO BACK OF CURB14' TO BACK OF CURB <br />SEE INSET A <br />DRIVEWAY <br />14.66'' <br />30' R/W30' R/W <br /> DRAIN TILE PER CITY DETAIL <br />STO-9 (PROJECT SPECIFIED) (TYP) <br />0.02 FT/FT <br />B618 CONCRETE CURB <br />& GUTTER (TYP.) <br />DRIVEWAY8'CONCRETE <br />WALK 6' <br />DWY. <br />2' <br />1' (TYP) <br />2.00% MAX <br />SEE INSET B <br />SEE INSET C <br />SEE INSET C <br />SEE INSET C <br />SEE CITY DETAIL STR-9 FOR LAYOUT <br />SEE CITY DETAIL STR-8 FOR LAYOUT <br />1 <br />: <br />1 1:11 <br />: <br />1 1:1BITUMINOUS TRAILINSET E <br />3" BITUMINOUS WEAR - SPWEA240B <br />6" CLASS 5 AGGREGATE BASE <br />SEE CITY DETAIL STR-9 FOR LAYOUT <br />STA. 11+92 14' RT. TO STA. 12+09 14' RTSTA. 12+45 14' RT. TO STA. 12+93 22' RTSTA. 13+29 22' RT. TO STA. 13+51 14' RTSTA. 13+87 14' RT. TO STA. 14+27 14' RTSTA. 14+35 14' RT. TO STA. 16+32 22' RTSTA. 16+68 22' RT. TO STA. 21+22 22' RTSTA. 21+58 22' RT. TO STA. 24+43 22' RT <br />STA. 11+75 14' RT. TO STA. 11+92 14' RTSTA. 12+09 14' RT. TO STA. 12+45 14' RTSTA. 13+51 14' RT. TO STA. 13+87 14' RT <br />0.02 FT/FT <br />0.02 FT/FT 0.02 FT/FT <br /> DRAIN TILE PER CITY DETAIL <br />STO-9 (PROJECT SPECIFIED) (TYP) <br /> DRAIN TILE PER CITY DETAIL <br />STO-9 (PROJECT SPECIFIED) (TYP) <br />2.5' <br />2.5' <br />CONCRETE SIDEWALK AT DRIVEWAYSINSET C <br />6" CONCRETE WALK - 3F52A <br />6" CLASS 5 AGGREGATE BASE <br />SEE CITY DETAIL STR-9 FOR LAYOUT 10/24/2022