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CLVT <br />CLVT <br />CLVT <br />C C <br />C C CLVT <br />CLVT <br />CLVT <br />CLVT <br />CLVT <br />C <br />C <br />>>>>>>>>>> <br />>> <br />>>>> <br />>>>>EEC-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-D <br />C-D <br />C-D C-D C-D <br />C-DC- <br />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 <br />C-D <br />C- <br />D <br />C-D <br />C-D <br />C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-DE-DE-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 <br />E-D <br />E-D <br />E-D <br />E-D E-D E-D <br />E-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 <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D E-D E-DE-DE-DE-DE-DE-DE-DG-DG-DG-DG-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 <br />G-D <br />G-D <br />G-D <br />G-D G-D <br />G-D <br />G- <br />D <br />G-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 <br />G-D <br />G- <br />D <br />G- <br />D <br />G-D <br />G-D G-D <br />G-D G-DG-DG-DG-DG-DG-DG-D>>>>>>>>>>>>>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>>Ivory CourtIvory Avenue1513 <br />1517 <br />1539 <br />1535 <br />1529 <br />OUTLOT A313201233 <br />-0+25 0+00 <br />1+00 2+003+00 <br />4+00 <br />4+41.83 <br />CONSTRUCT B612 CONCRETE <br />CURB & GUTTER AROUND RADIUS (TYP.) <br />END B612 CONCRETE <br />CURB & GUTTER <br />STA 0+80 CONSTRUCT 26' B/B <br />CONCRETE RIBBON CURB & GUTTER <br />PER TYPICAL SECTION G/C1.03 <br />END SURMOUNTABLE C & G <br />BEGIN B612 C & G <br />(GUTTER OUT) <br />BEGIN SURMOUNTABLE C & G <br />END B612 C & G <br />1030 <br />1035 <br />1040 <br />1045 <br />1050 <br />1030 <br />1035 <br />1040 <br />1045 <br />1042.891042.70+00 1042.481042.51042.261042.20+50 1041.921041.81041.481041.31+00 1040.941040.81040.351040.31+50 1039.761039.71039.181039.12+00 1038.631038.41038.121038.02+50 1037.641037.51037.161037.03+00 1036.71036.83+50 <br />-2.35% <br />-1.91% <br />-2.97%-0.67%VPI: 0+00.00EL: 1042.89VPI: 0+10.50EL: 1042.58VPI: 3+22.49EL: 1036.73VPI: 0+72.81 <br />EL: 1042.17 <br />A = -1.68% <br />K = 59.48 <br />L=100' <br />VPI: 2+25 <br />EL: 1038.59 <br />A = 0.44% <br />K = 169.31 <br />L=75'VPC: 0+22.81EL: 1042.50VPT: 2+62.50EL: 1037.87VPT: 1+22.81EL: 1040.99VPC: 1+87.50EL: 1039.47FINISHED ℄ PROFILE <br />EXISTING ℄ PROFILE <br />G <br />G <br />GCGGG-DG-DG-DG-DG-DG-DG-DG-DG-DC-DC-D C-DC-DC-DC-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 <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D E-DE-DE-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-DE-DE-DE-DE-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-DG-DG-DG-DG-DXXX <br />8 <br />9 <br />10 <br />10 <br />5616th Street <br />1625 <br />1589 <br />Ivy AvenueCONSTRUCT 26' B/B <br />B418 CONCRETE CURB & GUTTER <br />PER TYPICAL SECTION C1/C1.01 <br />BEGIN CROWN ADJUSTMENT STA 9+46 <br />SEE SHEET C6.20 FOR DETAILS <br />CONSTRUCT CONCRETE FLUME <br />PER DETAIL Q/C1.04 <br />CONSTRUCT CONCRETE KNOCK <br />DOWN CURB AND GUTTER <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1019.351019.47+50 1019.301019.31019.461019.58+00 1019.731019.71019.891019.98+50 1019.931019.91019.531019.59+00 1018.841018.81017.881017.99+50 1017.061017.11016.401016.410+00 <br />-3.58% <br />-0.60% <br />0.59%VPI: 10+09.67EL: 1015.93VPI: 8+90 <br />EL: 1020.21 <br />A = -4.17% <br />K = 23.98 <br />L=100' <br />VPI: 7+75 <br />EL: 1019.53 <br />A = 1.19% <br />K = 62.98 <br />L=75'HP: 8+54.17EL: 1019.96LP: 7+75.29EL: 1019.64VPC: 8+40EL: 1019.91VPT: 8+12.50EL: 1019.75VPT: 9+40EL: 1018.42VPC: 7+37.50EL: 1019.76FINISHED ℄ PROFILE <br />EXISTING ℄ PROFILE <br />1025 <br />1030 <br />1035 <br />1040 <br />1045 <br />1025 <br />1030 <br />1035 <br />1040 <br />1045 <br />1037.981037.91037.491037.40+00 1036.811036.91036.121036.10+50 1035.441035.41035.211035.21+00 1034.981035.11034.751034.81+50 1034.521034.51034.301034.22+00 1034.121034.11034.361034.32+50 1034.721034.81035.091035.03+00 1035.471035.21036.021035.83+50 1036.571036.61037.121037.14+00 1037.651037.54+50 <br />-1.98%1.98% <br />-0.91%0.94%1.46% <br />-2.73% <br />-2.73%2.20% <br />2.20%VPI: -0+25.00EL: 1037.98VPI: 0+00.00EL: 1037.49VPI: 0+57.16EL: 1035.93VPI: 0+75.31EL: 1035.43VPI: 2+22.15EL: 1034.10VPI: 2+49.82EL: 1034.36VPI: 3+23.45EL: 1035.43VPI: 3+59.67EL: 1036.23VPI: 4+16.88EL: 1037.49VPI: 4+41.83EL: 1037.98FINISHED CURB PROFILE <br />EXISTING GROUND 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 2:09:55 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 />R <br />SEE SHEET C6.10 <br />SEE SHEET C6.10 IVORY COURT16TH STREETSEE SHEETC6.12SEE SHEET C6.15 <br />SEE SHEET C6.15 <br />C6.13STREET PLAN & PROFILE <br />16TH ST & IVORY CT <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT. <br />BP PIPELINE NOTES: <br />1.CONTACT BP DAMAGE PREVENTION SPECIALIST (MIKE <br />ROSS @ 651-492-4934 OR CORY GRIEFF @ 507-208-9327) <br />A MINIMUM OF 48 HOURS PRIOR TO ANY ACTIVITIES <br />WITHIN 25 FT OF PIPELINE. <br />2.BP DAMAGE PREVENTION SPECIALIST TO BE ON SITE <br />DURING PIPELINE CROSSING. <br />1 <br />1 CO 3 02/06/2023