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TYPICAL SECTION - SNELLING AVENUE <br />℄R/W106'94'R/WEXISTING <br /> <br />T <br />U <br />R <br />F <br /> <br />D <br />I <br />T <br />C <br />H <br />EXISTING VARIABLE SLOPE <br />0.67' <br />B618 <br />CONC <br />CURB <br />11' <br />EXISTIN <br />G <br /> <br />T <br />U <br />R <br />F <br /> <br />D <br />I <br />T <br />C <br />H <br />EXISTING VARIABLE SLOPE <br />10' BIT <br />0.67' <br />11' <br />25' F-F <br />B618 <br />CONC <br />CURB <br />2' <br />CLEAR <br />ZONE <br />8' <br />TRAIL <br />2' <br />CLEAR <br />ZONE <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />SHEET <br /> Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C101.dwg 2/4/2022 4:20:41 PMDESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO. <br />R <br />12224 NICOLLET AVENUE <br />BURNSVILLE, MINNESOTA 55337 <br />Phone: (952) 890-0509 <br />Email: Burnsville@bolton-menk.com <br />www.bolton-menk.comBRADLEY J. FISHER <br />56595 02/07/2022 <br />SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS <br />SAP 187-111-003 <br />MJW/BJF <br />ALT/BAS <br />BJF <br />0T1.124965 <br />TYPICAL SECTIONS <br />2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) <br />BITUMINOUS TACK COAT (2357) <br />2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) <br />SUBGRADE PREPARATION (2112) <br />8 " RECLAIMED AGGREGATE BASE MATERIAL (IN PLACE) <br />TYPICAL SECTION - BUSSARD COURT <br />℄R/W28'32'R/WEXISTING <br /> <br />V <br />A <br />R <br />I <br />A <br />B <br />L <br />E <br /> <br />S <br />L <br />O <br />P <br />E <br />0.67' <br />B618 <br />CONC <br />CURB <br />15.5' <br />EXISTING VAR <br />I <br />A <br />B <br />L <br />E <br /> <br />S <br />L <br />O <br />P <br />E <br />0.67'15.5' <br />31' F-F <br />B618 <br />CONC <br />CURB <br />2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) <br />BITUMINOUS TACK COAT (2357) <br />2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) <br />8" AGGREGATE BASE, CL 5 (2211) <br />12" SELECT GRANULAR BORROW (2112) <br />TYPICAL SECTION - CUMMINGS LANE <br />℄R/WVARIESVARIES R/W28' EOB-EOB <br />RECLAIM 12" BITUMINOUS & AGGREGATE BASE SURFACE <br />SUBGRADE PREPARATION (2112) (INCIDENTAL) <br />TYPICAL SECTION NOTES: <br />1.RECLAIM DEPTHS ARE APPROXIMATE AND MAY NEED TO BE ADJUSTED IN THE FIELD DEPENDING ON EXISTING <br />BITUMINOUS AND AGGREGATE BASE DEPTHS AND CONDITIONS. <br />2.ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS. <br />3.PAVEMENT SLOPES AT INTERSECTION LOCATIONS MAY VARY FROM THOSE SHOWN ON THE TYPICAL SECTION. <br />4.CLEAR ZONE SHALL NOT EXCEED 6:1 GRADE. <br />5.SUBGRADE PREPARATION FOR RECLAMATION AREAS INCLUDES THE RE-GRADING, PLACEMENT, AND <br />PREPARATION OF THE RECLAIM MATERIAL FOR BITUMINOUS STREET, CONCRETE CURB & GUTTER, AND <br />BITUMINOUS TRAIL CONSTRUCTION. <br />2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) <br />BITUMINOUS TACK COAT (2357) <br />2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) <br />SUBGRADE PREPARATION (2112) <br />8 " RECLAIMED AGGREGATE BASE MATERIAL (IN PLACE) <br />RECLAIM 12" BITUMINOUS & AGGREGATE BASE SURFACE <br />1.5' SHOULDER 1.5' SHOULDER' <br />1.50%LT SLOPE RT SLOPE <br /> SEED & BLANKET <br />MIN. 4" TOPSOIL <br /> SEED & BLANKET <br />MIN. 4" TOPSOIL <br /> SEED & BLANKET <br />MIN. 4" TOPSOIL SEED & BLANKET <br />MIN. 4" TOPSOIL <br />EXISTING <br /> <br />V <br />A <br />R <br />I <br />A <br />B <br />L <br />E <br /> <br />S <br />L <br />O <br />P <br />E <br />EXISTING VAR <br />I <br />A <br />B <br />L <br />E <br /> <br />S <br />L <br />O <br />P <br />E <br /> SEED & BLANKET <br />MIN. 4" TOPSOIL SEED & BLANKET <br />MIN. 4" TOPSOIL <br />C1.06