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CCCCCCCCCOCOCCCCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CLVTGC <br />GC-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 <br />C-D <br />C-DC-DC-DC-DC-DC-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D C-D <br />C-D <br />C-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 <br />C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-D <br />C-D <br />C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-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 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-D C-D <br />C-D <br />C-D C-D C-D <br />C-D <br />C-DE-DE-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-D <br />E-D <br />E-D <br />E-D <br />E-D <br />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 <br />E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D <br />E-D <br />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 <br />E-DE-DE-D <br />E-D <br />E-D E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-DG-DG-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 <br />G-D <br />G-D <br />G-D <br />G-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 <br />G-DG-DG-D <br />G-D G-D G-D G-D G-D G-D G-D G-D G-D <br />G-D G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />Ivy Avenue <br />1545 <br />1550 1578 <br />1571 1589 <br />1594 <br />1625 <br />16206 <br />780 <br />1 <br />2 3 4 5 6 <br />7 <br />012 3 4 5 6 7 8 <br />77 <br />0 <br />CONSTRUCT PERPENDICULAR CONCRETE <br />PEDESTRIAN RAMP PER STANDARD DETAILS <br />SEE SHEET C6.24 FOR DETAILS <br />CONSTRUCT 20' B/B <br />B418 CONCRETE CURB & GUTTER <br />PER TYPICAL SECTION E1/C1.02 <br />CONSTRUCT PERPENDICULAR CONCRETE <br />PEDESTRIAN RAMP PER STANDARD DETAILS <br />SEE SHEET C6.24 FOR DETAILS <br />R2 <br />0 <br />' <br /> <br />( <br />T <br />Y <br />P <br />. <br />) <br />CONSTRUCT 20' B/B <br />B418 CONCRETE CURB & GUTTER <br />PER TYPICAL SECTION E/C1.02 <br />16th StreetWARP CURB BACK AND GUTTER <br />TO MATCH STRUCTURE <br />WARP CURB BACK AND GUTTER <br />TO MATCH STRUCTURE <br />END FULL STREET <br />RECONSTRUCT AND <br />BEGIN RECLAIM ON <br />WEST SIDE OF ISLAND <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1019.051019.10+00 1019.241019.21019.431019.40+50 1019.631019.61019.811019.81+00 1019.871019.81019.801019.71+50 1019.581019.51019.221019.22+00 1018.791018.71018.361018.42+50 1018.001018.01017.791017.73+00 1017.731017.71017.821017.83+50 1017.991018.01018.151018.14+00 1018.311018.31018.491018.44+50 1018.701018.61018.941018.85+00 1019.211019.01019.501019.35+50 1019.791019.61020.081019.96+00 1020.031019.71019.541019.26+50 1019.051018.81018.561018.47+00 <br />-1.72%0.77%0.77%2.98%-3.02% <br />0.65% <br />1.16%-1.95%VPI: 0+00.00EL: 1019.05VPI: 0+15.97EL: 1019.17VPI: 6+00.57EL: 1020.09VPI: 6+11.40EL: 1020.41VPI: 6+22.23EL: 1020.08VPI: 1+45 <br />EL: 1020.16 <br />A = -2.49% <br />K = 44.17 <br />L=110' <br />VPI: 3+00 <br />EL: 1017.50 <br />A = 2.37% <br />K = 42.18 <br />L=100' <br />VPI: 4+74.94 <br />EL: 1018.63 <br />A = 0.51% <br />K = 198.00 <br />L=100'HP: 1+24.01EL: 1019.87LP: 3+22.58EL: 1017.73VPC: 0+90EL: 1019.74VPT: 3+50EL: 1017.82VPT: 5+24.94EL: 1019.21VPT: 2+00EL: 1019.22VPC: 2+50EL: 1018.36VPC: 4+24.94EL: 1018.31FINISHED ℄ PROFILE <br />EXISTING ℄ PROFILE <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />0+00 1019.221019.11019.191019.10+50 1018.961018.81018.651018.51+00 1018.341018.31018.041017.91+50 1017.731017.61017.491017.42+00 1017.351017.21017.311017.22+50 1017.381017.31017.551017.53+00 1017.761017.71017.971017.93+50 1018.191018.11018.401018.24+00 1018.611018.41018.821018.64+50 1019.041018.91019.251019.15+00 1019.661019.41019.191019.15+50 1018.801018.71018.411018.36+00 1018.021018.01017.641017.66+50 1017.251017.21016.861016.77+00 <br />-1.22%0.50%0.50%-3.01%0.85%2.99%-1.56%VPI: 0+00.00EL: 1019.10VPI: 0+07.01 <br />EL: 1019.13 <br />VPI: 5+37.66EL: 1019.38VPI: 5+16.00EL: 1019.39VPI: 5+26.83EL: 1019.71VPI: 0+45 <br />EL: 1019.32 <br />A = -1.72% <br />K = 28.99 <br />L=50' <br />VPI: 2+35 <br />EL: 1017.00 <br />A = 2.07% <br />K = 60.25 <br />L=125'HP: 0+34.50EL: 1019.24LP: 2+46.29EL: 1017.31VPC: 0+20EL: 1019.20VPC: 7+12.50EL: 1016.66VPT: 2+97.50EL: 1017.53VPT: 0+70EL: 1019.02VPC: 1+72.50EL: 1017.76FINISHED ℄ 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 2:26:13 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 RSEE SHEETC6.14SEE SHEET C6.12 <br />SEE SHEETC6.16C6.15STREET 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 />SEE SHEET C6.13 <br />SOUTHBOUND <br />NORTHBOUND <br />1 <br />1 CO 3 02/06/2023 <br />1