5.3. BASR 09-22-2020 - Laserfiche WebLink

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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SE886.43FE886.31DS886.01DS885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW886.08DR 8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 S886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMC OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXXXXXUECOMCOM COM COM COM COM COM COM COM COMCOMFFE: 886.00FFE: 886.00XXXXX X X X X X X X X X X X X X X X XXXXXXXXX885885885 8 8 5 8 8 5 885885881882883883883 88488488488488 4 8848848848868866" HYDRANT6" GVWET TAP EXISTING 8" DIP WITH 8"x6" TEE PER CITY STANDARDS6" HYDRANT1238808768778788798818828836" GV6" GV6" GV6" DIP WM6" DIP WM6" DIP WM WET TAP EXISTING 16"DIP WITH 16"x6" TEE PER CITY STANDARDSDWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:07:36 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-401 UTIILITY PLAN.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-401SANITARY AND WATERUTILITY PLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGEASEMENT LINERIGHT OF WAY LINEPROPERTY BOUNDARYEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVE>>>>EXISTING STORM SEWEREXISTING SANITARY SEWERIEXISTING WATERMAINSTORM SEWERWATERMAINSTORM MANHOLESTORM CATCH BASINHYDRANTGATE VALVEFLARED END SECTIONPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS,STUBS, AND BUILDING SYSTEMS PRIOR TO CONSTRUCTION.NOTES1-3. SEE CROSSING PIPE SUMMARY TABLE, THIS SHEETKEYNOTES#LEGEND#