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⅊⅊ <br />VARIES <br />20' <br />B418 CONCRETE CURB <br />AND GUTTER (TYP) <br />TYPICAL SECTION <br />IVY AVENUE (STA 6+72 TO 16TH ST) <br />20'VARIES <br />E1 <br />⅊⅊ <br />VARIES <br />℄ <br />12' <br />B418 CONCRETE <br />CURB AND GUTTER <br />TYPICAL SECTION <br />IVY AVENUE (STA 0+41 TO 6+72)D <br />DESIGN ℄ PROFILE <br />RESTORE WITH 6" (MIN.) <br />TOPSOIL BORROW AND <br />SEED/BLANKET OR SOD (SEE <br />EROSION CONTROL SHEETS) <br />⅊⅊ <br />VARIES <br />℄ <br />14'14' <br />B418 CONCRETE <br />CURB AND GUTTER <br />TYPICAL SECTION <br />IVY AVENUE (STA 8+62 TO CUL-DE-SAC)F <br />EXISTING BITUMINOUS CURB <br />DESIGN ℄ PROFILE <br />3% <br />RESTORE WITH 6" (MIN.) <br />TOPSOIL BORROW AND SOD <br />EXISTING <br />3.9" BITUMINOUS (AVERAGE) - SEE GEOTECHNICAL REPORT <br />12.7" GRAVEL BASE (AVERAGE) - SEE GEOTECHNICAL REPORTDESIGN - RECLAIM 8" <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />RECLAIMED AGGREGATE BASE <br />EXISTING AGGREGATE BASE <br />NOTE: <br />DESIGN TYPICAL SECTION FOR RIGHT SIDE NOT SHOWN FOR <br />CLARITY. <br />RESTORE WITH 6" (MIN.) <br />TOPSOIL BORROW AND <br />SOD <br />⅊⅊ <br />VARIES <br />20' <br />B418 CONCRETE CURB <br />AND GUTTER (TYP) <br />TYPICAL SECTION <br />IVY AVENUE (16TH ST TO 8+62) <br />EXISTING GREENSPACE <br />3% <br />20'VARIES <br />VARIES <br />E2 <br />DESIGN - RECLAIM 9" <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />RECLAIMED AGGREGATE BASE <br />EXISTING AGGREGATE BASE <br />EXISTING BITUMINOUS CURB <br />EXISTING <br />3.9" BITUMINOUS (AVERAGE) - SEE GEOTECHNICAL REPORT <br />12.7" GRAVEL BASE (AVERAGE) - SEE GEOTECHNICAL REPORT <br />RESTORE WITH 6" (MIN.) <br />TOPSOIL BORROW AND <br />SOD <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />6" AGGREGATE BASE, CLASS 6 (MNDOT SPEC 3138, 30% MAXIMUM RECYCLED CONCRETE) <br />12" SELECT GRANULAR BORROW (MNDOT SPEC 3149.2B, NO RECYCLED MATERIAL) <br />12' <br />3% <br />EXISTING <br />GREENSPACE <br />3% <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />6" AGGREGATE BASE, CLASS 6 (MNDOT SPEC 3138, 30% MAXIMUM RECYCLED CONCRETE) <br />12" SELECT GRANULAR BORROW (MNDOT SPEC 3149.2B, NO RECYCLED MATERIAL) <br />DESIGN - RECLAIM 9" <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />RECLAIMED AGGREGATE BASE <br />EXISTING AGGREGATE BASE <br />SHEET <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C101.dwg 2/7/2023 2:06:48 PMDESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO. <br />R <br />3507 HIGH POINT DRIVE NORTH <br />BLDG. 1 SUITE E130 <br />OAKDALE, MINNESOTA 55128 <br />Phone: (651) 704-9970 <br />Email: Oakdale@bolton-menk.com <br />www.bolton-menk.com <br />MICHAEL R. WARNER <br />44693 02/23/2022 <br />LAKE ELMO, MINNESOTA <br />PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS <br />MRW <br />CRN <br />MRW <br />2020.121 <br />0 CON 05/05/2022 <br />C1.02 <br />TYPICAL SECTIONS <br />1 CO 3 02/06/2023 <br />1 <br />1 1