01-24-2024 Council Packet - Laserfiche WebLink

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K:\019789-000\Cad\Plan\3RD ADDITION\019789-000-C-TYPS-DETL-PLAN-3RD.dwg 1/3/2024 8:00:21 AM CS-06AS SHOWNSJH / JEBKWHJEB / ATHTYPICALSECTIONSBITUMINOUS ROAD PAVEMENT SECTIONINSET A1.5" TYPE SP 9.5 WEAR COURSE MIX SPWEA340C8" CLASS 5 AGGREGATE BASE (MNDOT 2211)18" SELECT GRANULAR MATERIALGEOTEXTILE FABRIC (MNDOT TYPE V)2357 BITUMINOUS TACK COAT2" TYPE SP 12.5 NONWEAR COURSE MIX SPNWB330CNOTES:1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BEREMOVED FROM BENEATH THE ROADWAY.2.A TEST ROLL OF THE PREPARED SUBGRADE SHALL BEPERFORMED IN THE PRESENCE OF A CITY INSPECTOR. THECITY HAS THE AUTHORITY TO REQUIRE ADDITIONALSUBGRADE CORRECTION AND GRANULAR BORROW, ORELIMINATE THE SEPARATION FABRIC AND GRANULARBORROW.3.DRAINTILE IS REQUIRED BEHIND CURB, MINIMUM 25' EACHWAY FROM CATCH BASINS.SEE CITY DETAIL STR-8 FOR LAYOUTSCALE:PLAN BY:DESIGN BY:CHECK BY:SHEETWSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LIC. NO:DATE: REVISIONS NO.DATE DESCRIPTION PIONEER COMMONS - THIRD ADDITION LENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000KYLE W. HOFF 01/XX/2024 59709 24.0' BACK-TO-BACK PRIVATE STREET12' TO BACK OF CURB12' TO BACK OF CURBSEE INSET A4" DRAIN TILE PER CITY DETAILSTO-9 (PROJECT SPECIFIED) (TYP)SURMOUNTABLECONCRETE CURB &GUTTER (TYP.)6" COMMON TOPSOILBORROW (TYP.)1' (TYP)4" DRAIN TILE PER CITY DETAILSTO-9 (PROJECT SPECIFIED) (TYP)1:11 : 1 LCVARIESVARIESSTREET A0.02 FT/FT0.02 FT/FT2.5'13' TO BACK OF CURB13' TO BACK OF CURBSEE INSET A6" COMMON TOPSOILBORROW (TYP.)1' (TYP)4" DRAIN TILE PER CITY DETAILSTO-9 (PROJECT SPECIFIED) (TYP)1:1LCVARIESVARIES26.0' BACK-TO-BACK PRIVATE STREET4" DRAIN TILE PER CITY DETAILSTO-9 (PROJECT SPECIFIED) (TYP)SURMOUNTABLECONCRETE CURB &GUTTER (TYP.)1:10.02 FT/FT0.02 FT/FT2.5'STREET 2STREET ISTREET 1STREET BSTREET CSTREET D