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CCLVTCLVTCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CLVTCLVTOEOEOEC-DC-DC-DC-DC-DC-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D C-D C-D C-D C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D C-D C-D <br />C-D <br />C-D C-D <br />C-D <br />C-D <br />C-DC-DE-D <br />E-D <br />E-D E-D E-D <br />E-D <br />E-D <br />E- <br />D <br />E-D <br />E-D E-D E-D <br />E-D <br />E-D <br />E-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D G-D G-D <br />G-DOEOEOEOE <br />>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />Ivy A <br />v <br />e <br />n <br />u <br />e15th StreetOUTLOT A <br />152589401920 0 1 <br />0 <br />1 <br />0 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />7 <br />WARP CURB BACK AND GUTTER <br />TO MATCH STRUCTURE <br />CONSTRUCT PERPENDICULAR CONCRETE <br />PEDESTRIAN RAMP PER STANDARD DETAILS <br />SEE SHEET C6.24 FOR DETAILS <br />CONSTRUCT PERPENDICULAR CONCRETE <br />PEDESTRIAN RAMP PER STANDARD DETAILS <br />SEE SHEET C6.24 FOR DETAILS <br />CONSTRUCT 24' B/B <br />B418 CONCRETE CURB & GUTTER <br />PER TYPICAL SECTION D/C1.02 <br />STA 0+41 <br />BEGIN FULL STREET <br />RECONSTRUCTION PER <br />TYPICAL SECTION D/C1.02 <br />END FULL STREET <br />RECONSTRUCT AND <br />BEGIN RECLAIMON <br />EAST SIDE OF <br />ISLAND <br />1000 <br />1005 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1035 <br />1040 <br />1045 <br />1000 <br />1005 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1035 <br />1040 <br />1045 <br />1024.981024.80+00 1024.191024.01023.361023.30+50 1022.541022.61021.791021.91+00 1021.131021.31020.541020.71+50 1020.031020.21019.541019.82+00 1019.041019.31018.551018.82+50 1018.051018.31017.561017.83+00 1017.121017.31016.821016.93+50 1016.671016.61016.661016.64+00 1016.801016.81017.021017.14+50 1017.231017.21017.461017.45+00 1017.711017.71017.991018.05+50 1018.311018.31018.641018.66+00 1018.981018.81019.321019.06+50 1019.661019.61021.67+00 <br />-1.98% <br />0.88% <br />1.36% <br />-3.03%-3.30%VPI: 0+00.00EL: 1024.98VPI: 0+12.00EL: 1024.62VPI: 6+75.00EL: 1019.66VPI: 1+15 <br />EL: 1021.22 <br />A = 1.32% <br />K = 75.69 <br />L=100'VPI: 3+65 <br />EL: 1016.27 <br />A = 2.86% <br />K = 43.78 <br />L=125' <br />VPI: 5+35 <br />EL: 1017.76 <br />A = 0.48% <br />K = 207.93 <br />L=100'LP: 3+89.14EL: 1016.65VPT: 1+65EL: 1020.23VPT: 4+27.50EL: 1016.82VPT: 5+85EL: 1018.44VPC: 0+65EL: 1022.87VPC: 3+02.50EL: 1017.51VPC: 4+85EL: 1017.32FINISHED ℄ PROFILE EXISTING ℄ PROFILE <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\125134C612.dwg 2/7/2023 2:10:15 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 05/05/2022RSEE SHEET C6.04 <br />SEE SHEETC6.15SEE SHEETC6.04C6.14STREET PLAN & PROFILE <br />IVY AVE <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT. <br />IVY AVENUE <br />1 CO 3 02/07/2023 <br />1 <br />1