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CCCCCCCCCOCOCCCCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>G-BC-B <br />G-BC-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 <br />C-D <br />C-DC-DC-DC-DC-DC-DC-D <br />C-D <br />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 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-D 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-D C-D C-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 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 <br />C-D C-D C-D C-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-DE-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-D <br />E-DE-DE-DE-DE-DE-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 <br />E-DE-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-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 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 <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-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 <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 />G-D <br />G-D <br />l l l l l l l l l l l l llll <br />78 <br />9 10 11 12 13 14 156 <br />6 <br />lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll <br />l ll l l l l l l l l l l l l l l l l l l l l l l <br />Ivy Avenue <br />1545 <br />1550 <br />1578 <br />1571 1589 <br />1594 <br />1625 <br />1643 <br />1620 16346 <br />7801 <br />2 3 4 5 6 <br />71234567 8 <br />77 <br />0 <br />1 <br />8" DIP WM 10" HDPE WM <br />8" GV & BOX <br />VALVE BOX EXTENSION <br />8" X 6" TEE (TIPPED UP) <br />6" - 22.5° BEND <br />15' - 6" DIP <br />6" GV & BOX <br />8'-6" BURY <br />HYD @ ELEV - 1022.6' <br />SPLASH PAD PER <br />DETAIL 201/C8.07 <br />33' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP <br />1" CURB STOP & BOX <br />32' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP <br />1" CURB STOP & BOX <br />132' - 1.5" HDPE SIDR 7 WATER SERVICE <br />1.5" CORPORATION STOP <br />1.5" CURB STOP & BOX <br />INSTALL SERVICE UNDER STORM SEWER <br />4" INSULATION AT CROSSING (4' X 8') <br />8" X 6" TEE <br />16' - 6" DIP <br />6" GV & BOX <br />HYD @ ELEV - 1022.6' <br />8'-6" BURY <br />SPLASH PAD PER DETAIL <br />201/C8.07 <br />32' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP <br />1" CURB STOP & BOX <br />10" HDPE WM132' - 1.5" HDPE SIDR 7 WATER SERVICE <br />1.5" CORPORATION STOP <br />1.5" CURB STOP & BOX <br />132' - 1.5" HDPE SIDR 7 WATER SERVICE <br />1.5" CORPORATION STOP <br />1.5" CURB STOP & BOX <br />111' - 1.5" HDPE SIDR 7 WATER SERVICE <br />1.5" CORPORATION STOP W/ SADDLE <br />1.5" CURB STOP & BOX <br />8" GV & BOX <br />8" X 8" TEE <br />8" DIP TO 10" HDPE <br />TRANSITION FITTING (NORTH) <br />8" - 22.5° BEND <br />8" - 22.5° BEND <br />REMOVE AND REPLACE <br />BITUMINOUS TRAIL <br />REMOVE AND REPLACE <br />BITUMINOUS TRAIL <br />STA 12+60 <br />CONNECT TO <br />EXISTING 8" DIP AND <br />END OPEN CUT 8" DIP <br />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 />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 = 1012.76'1008.861019.71009.061019.87+50 1009.271019.81009.481019.88+00 1009.691019.61009.821019.28+50 1009.901018.81009.981018.39+00 1010.031018.01010.121017.89+50 1010.261017.81010.381017.910+00 1010.531018.01010.691018.210+50 1010.851018.41011.041018.511+00 1011.251018.71011.471019.011+50 1011.701019.31011.921019.612+00 1012.141012.2912+50 1012.371011.9113+00 1011.421010.9313+50 1010.451009.9614+00 1009.41CONSTRUCT WATERMAIN WITH <br />OVERDEPTH TO ELIMINATE HIGH POINT <br />8" DIP CL 52 WATERMAIN <br />10" HDPE DR 11 WATER <br />M <br />A <br />I <br />N <br /> <br />( <br />H <br />D <br />D <br />) <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 2:07:36 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 SHEETC4.14SEE SHEET C4.13 <br />SEE SHEETC4.16C4.15WATERMAIN 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 STATIONING IS WATERMAIN STATIONING. <br />2.ALL WATERMAIN SHALL BE HDPE UNLESS NOTED OTHERWISE. <br />3.CONTRACTOR SHALL MINIMIZE THE PIT DIMENSIONS AND THE AREA DISTURBED. <br />4.PITS FOR THE MAINLINE DRILLING SHALL BE PLACED AT LOCATIONS CORRESPONDING TO VALVE, <br />HYDRANT, OR SERVICE LOCATIONS TO MINIMIZE THE NUMBER OF PITS AND DISTURBANCE AREA. <br />5.ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER UNLESS NOTED OTHERWISE. WATERMAIN <br />OVERDEPTH SHALL BE CONSIDERED INCIDENTAL. <br />6.HYDRANT ELEVATIONS ARE TO TOP NUT. <br />7.FINAL SERVICE LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER. <br />8.CONSTRUCT CONCRETE SPLASH PAD AT ALL HYDRANTS PER STANDARD DETAIL O/C1.03 UNLESS NOTED <br />OTHERWISE. <br />REVISE WATERMAIN AND SERVICES ON IVY AVENUE FROM <br />15TH STREET TO 16TH STREET FROM 10" HDPE DIRECTIONAL <br />DRILL TO 8" DIP OPEN CUT <br />1 <br />1 CO 3 08/12/2022 <br />1 <br />1