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CCECCCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />>> <br />>> <br />>> <br />>> <br />>>C-BC-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 <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 <br />C-D <br />C-D <br />C-D <br />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-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 <br />C-D <br />C-D <br />C-D C-D C-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-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-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 <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D <br />E-D E-DE-DE-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 <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D G-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 <br />G-D <br />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-DG-DE-DE-DE-DE-DE-D <br />E-D <br />E-D <br />E-D <br />l l l l l l l l l l <br />llllllllllllllllll <br />15 16 17 <br />18 <br />19 <br />19 llllllllllllllllllllllllllllllllllllllIvy Avenue <br />1643 16651683 <br />1683 <br />1634 <br />1650 <br />1668 <br />1684 <br />1696 <br />OUTLOT B <br />8 <br />8 <br />8 8 <br />1 <br />2 <br />3 <br />4 <br />5 <br />5 <br />10" HDPE WM <br />85' - 1.5" COPPER WATER SERVICE <br />1.5" CORPORATION STOP W/ SADDLE <br />1.5" CURB STOP & BOX <br />32' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP W/ SADDLE <br />1" CURB STOP & BOX 38' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP W/ SADDLE <br />1" CURB STOP & BOX <br />38' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP W/ SADDLE <br />1" CURB STOP & BOX <br />33' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP W/ SADDLE <br />1" CURB STOP & BOX <br />56' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP W/ SADDLE <br />1" CURB STOP & BOX <br />55' - 1.5" COPPER WATER SERVICE <br />1.5" CORPORATION STOP W/ SADDLE <br />1.5" CURB STOP & BOX <br />8" X 6" REDUCER <br />21' - 6" DIP <br />6" GV & BOX <br />HYD @ ELEV - 1002.1' 8'-6" BURY <br />SPLASH PAD PER <br />DETAIL 201/C8.07 <br />8" X 6" TEE <br />16' - 6" DIP <br />6" GV & BOX <br />8'-6" BURY <br />HYD @ ELEV - 1014.9' <br />10" HDPE TO 8" DIP <br />TRANSITION FITTING (2 EA) <br />SPLASH PAD PER <br />DETAIL 201/C8.07 <br />INSTALL SERVICE UNDER STORM SEWER <br />4" INSULATION OVER SERVICE AT CROSSING <br />32' - 1" COPPER WATER SERVICE <br />1" CORPORATION STOP W/ SADDLE <br />1" CURB STOP & BOX <br />INSTALL SERVICE <br />OVER STORM SEWER <br />4" INSULATION ABOVE <br />AND BELOW SERVICE <br />PROPOSED PERMANENT <br />EASEMENT (TYP.) <br />10" HDPE TO 8" DIP <br />TRANSITION FITTING <br />8" - 45° BEND <br />980 <br />985 <br />990 <br />995 <br />1000 <br />1005 <br />1010 <br />1015 <br />1020 <br />980 <br />985 <br />990 <br />995 <br />1000 <br />1005 <br />1010 <br />1015 <br />1020 <br />1009.411008.7314+50 1007.901006.9815+00 1005.781004.6215+50 1003.441002.2416+00 1001.01999.7616+50 998.52997.3517+00 996.29995.2617+50 994.37993.6818+00 993.17992.7718+50 992.39991.9919+00 991.56991.0919+50 20+00 20+50 21+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 = 1000.39' <br />STORM CROSSING <br />INV = 993.20' <br />10" HDPE <br />D <br />R <br /> <br />1 <br />1 <br /> <br />W <br />A <br />T <br />E <br />R <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 2:07:46 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 SHEETC4.15C4.16WATERMAIN 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.ALL 8" DIP SHALL BE PAID FOR AS "10" HDPE <br />WATERMAIN, DIRECTIONAL DRILL". <br />9.CONSTRUCT CONCRETE SPLASH PAD AT ALL HYDRANTS <br />PER STANDARD DETAIL O/C1.03 UNLESS NOTED <br />OTHERWISE. <br />1 <br />1 CO 3 08/12/2022