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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-DOEOEOEOEllllll <br />llll18190 <br />1 <br />2 <br />3 <br />4 <br />5 67 <br />lllll <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l l l l l l l l <br />l lllllllllllllllll l l <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 />43' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP <br />1" CURB STOP & BOX <br />8" DI <br />P <br /> <br />W <br />M <br />8" GV & BOX <br />132' <br />- <br /> <br />1 <br />. <br />5 <br />" <br /> <br /> <br />H <br />D <br />P <br />E <br /> <br />S <br />I <br />D <br />R <br /> <br />7 <br /> <br />W <br />A <br />T <br />E <br />R <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />1.5" <br />C <br />O <br />R <br />P <br />O <br />R <br />A <br />T <br />I <br />O <br />N <br /> <br />S <br />T <br />O <br />P <br />1.5" C <br />U <br />R <br />B <br /> <br />S <br />T <br />O <br />P <br /> <br />& <br /> <br />B <br />O <br />X <br />INST <br />A <br />L <br />L <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br /> <br />U <br />N <br />D <br />E <br />R <br /> <br />S <br />T <br />O <br />R <br />M <br /> <br />S <br />E <br />W <br />E <br />R <br />4" IN <br />S <br />U <br />L <br />A <br />T <br />I <br />O <br />N <br /> <br />A <br />T <br /> <br />C <br />R <br />O <br />S <br />S <br />I <br />N <br />G <br /> <br />( <br />4 <br />' <br /> <br />X <br /> <br />8 <br />' <br />) <br />STA 0+40 <br />CONNECT TO EXISTING 8" DIP AND <br />BEGIN OPEN CUT 8" DIP WATERMAIN <br />985 <br />990 <br />995 <br />1000 <br />1005 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />985 <br />990 <br />995 <br />1000 <br />1005 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1016.940+00 1016.051015.320+50 1014.511013.791+00 1013.161012.601+50 1012.101011.602+00 1011.111010.612+50 1010.121009.643+00 1009.311009.143+50 1008.961008.694+00 1008.331008.024+50 1007.921008.125+00 1008.261008.405+50 1008.471008.526+00 1008.571008.601019.16+50 1008.591019.31008.651019.57+00 <br />7.5' MIN COVER <br />FINISH GROUND PROFILE <br />OVER WATERMAIN <br />EXISTING GROUND PROFILE <br />OVER WATERMAIN <br />FINISH GROUND <br />TOP OF WATERMAIN <br />ELEVATION <br />STORM CROSSING <br />INV = 1012.14' <br />STORM CROSSING <br />INV = 1009.45'STORM CROSSING <br />INV = 1010.21' <br />CONSTRUCT WATERMAIN WITH <br />OVERDEPTH TO ELIMINATE HIGH POINT <br />8" DIP CL 52 WATERMAIN <br />LOWER WATERMAIN <br />PROVIDE 1.5' (MIN.) CLEARANCE <br />UNDER STORM SEWER <br />STORM CROSSING <br />INV = 1020.55' <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\125134C412.dwg 2/7/2023 2:07:22 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 C4.04 <br />SEE SHEETC4.15SEE SHEETC4.04C4.14WATERMAIN PLAN & PROFILE <br />IVY AVE <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT. <br />WATERMAIN <br />NOTES: <br />1.GREY STATIONING IS STREET STATIONING. BLACK <br />STATIONING IS WATERMAIN STATIONING. <br />2.ALL WATERMAIN SHALL BE HDPE UNLESS NOTED <br />OTHERWISE. <br />3.CONTRACTOR SHALL MINIMIZE THE PIT DIMENSIONS <br />AND THE AREA DISTURBED. <br />4.PITS FOR THE MAINLINE DRILLING SHALL BE PLACED AT <br />LOCATIONS CORRESPONDING TO VALVE, HYDRANT, OR <br />SERVICE LOCATIONS TO MINIMIZE THE NUMBER OF PITS <br />AND DISTURBANCE AREA. <br />5.ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER <br />UNLESS NOTED OTHERWISE. WATERMAIN OVERDEPTH <br />SHALL BE CONSIDERED INCIDENTAL. <br />6.HYDRANT ELEVATIONS ARE TO TOP NUT. <br />7.FINAL SERVICE LOCATIONS SHALL BE VERIFIED IN THE <br />FIELD BY THE ENGINEER. <br />8.CONSTRUCT CONCRETE SPLASH PAD AT ALL HYDRANTS <br />PER STANDARD DETAIL O/C1.03 UNLESS NOTED <br />OTHERWISE. <br />REVISE WATERMAIN ON IVY AVENUE FROM 15TH STREET TO 16TH <br />STREET FROM 10" HDPE DIRECTIONAL DRILL TO 8" DIP OPEN CUT1 <br />1 CO 3 08/12/2022