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CLVT <br />CLVT <br />C C <br />CLVTCLVT C CC <br />CLVT CLVT>>>>>>>>>>>>GCGC-DC-DC-D <br />C-D <br />C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D <br />C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D <br />C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D <br />C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-D <br />E-D <br />E-D E-D E-D E-D E-D E-D <br />E-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D <br />G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D>>91559125 <br />1615 <br />0 <br />1 2 3 4 5 6 722 <br />565671594 <br />1620 <br />Ivy AvenueCONSTRUCT B612 CONCRETE <br />CURB & GUTTER AROUND RADIUS (TYP.) <br />END RIBBON CURB <br />BEGIN B418 CURB <br />STA 3+68 <br />CONSTRUCT 26' B/B <br />CONCRETE RIBBON CURB <br />PER TYPICAL SECTION B/C1.01 <br />CONSTRUCT 26' B/B <br />B418 CONCRETE CURB & GUTTER <br />PER TYPICAL SECTION C1/C1.01 R20' (TYP.)BEGIN FULL STREET <br />RECONSTRUCT PER <br />TYPICAL SECTION C2/C1.01 <br />END FULL STREET RECONSTRUCT <br />CONSTRUCT 26' B/B <br />B418 CONCRETE CURB & GUTTER <br />PER TYPICAL SECTION C1/C1.01 <br />END FULL STREETRECONSTRUCT ANDBEGIN RECLAIM ONWEST SIDE OF ISLAND1000 <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 />1018.711018.30+00 1018.561018.61018.921018.90+50 1019.291019.21019.741019.51+00 1020.201020.01020.651020.51+50 1021.101021.01021.551021.52+00 1022.011022.01022.461022.42+50 1022.911022.81023.361023.23+00 1023.821023.61024.271024.03+50 1024.671024.41024.921024.74+00 1025.001024.91024.931024.94+50 1024.691024.51024.301024.15+00 1023.751023.51023.031022.85+50 1022.211022.11021.401021.16+00 1020.761020.31020.341020.06+50 1020.131019.81019.981019.87+00 <br />-3.30% <br />-0.60% <br />1.81% <br />-3.00% <br />1.43%VPI: 0+00.00EL: 1018.71VPI: 0+11.49EL: 1018.37VPI: 0+71.53EL: 1019.23VPI: 4+55 <br />EL: 1026.17 <br />A = -5.11% <br />K = 39.16 <br />L=200' <br />VPI: 6+30 <br />EL: 1020.40 <br />A = 2.70% <br />K = 27.81 <br />L=75'HP: 4+25.89EL: 1025.00VPC: 3+55EL: 1024.36VPT: 6+67.50EL: 1020.18VPT: 5+55EL: 1022.87VPC: 5+92.50EL: 1021.64FINISHED ℄ PROFILE <br />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 2:09:01 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 05/05/2022SEE SHEETC6.10R <br />SEE SHEET C6.15 <br />SEE SHEET C6.15 <br />SEE SHEET C6.10 <br />16TH STREET SEE SHEETC6.13C6.12STREET PLAN & PROFILE <br />16TH ST <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT. <br />1 CO 3 02/06/2023 <br />1 <br />1 <br />1