4.5. PCSR 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/SE886.43FE886.24 DR 886.31DS886.01DS885.81DSRIM=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 XXXXXXXXXCB 102RIM=883.8312" INV OUT=880.67 (NE)CBMH 101RIM=883.8012" INV IN=880.10 (SW)12" INV OUT=880.10 (SE)CBMH 100CONNECT TO EXISTING PIPERIM=883.50EX. 18" INV OUT=879.12 (E)PR. 12" INV IN=879.50 (NW)PR. 12" INV IN=879.50 (SW)RD-112" INV=881.23119 LF OF 12" RCP @ 0.50%114 LF OF 12" PVC @ 0.50%18 LF OF 12" RCP @ 2.00%885885885 885885 885881882883883 884884884886886880876877878879881 881882 8808768778788798818828833:14:14:1 3:1 4:14:14:1 4:14:13:1 4:1OCS-105RIM=880.50PR. 24" INV OUT=878.00 (N)EX. 24" INV OUT=875.47 (S)FES-10424" INV=875.50STMH-103RIM=881.22PR. 24" INV OUT=875.70 (E)EX. 24" INV IN=875.70 (N)EX. 12" INV IN=875.70 (E)SUMP=872.7016:129 LF OF 24" RCP @ 0.70%234169 LF OF 12" RCP @ 2.00%CBMH 106RIM=884.2312" INV IN=880.87 (SW)12" INV OUT=880.87 (NE)8 8 5 3.3 %2.4%2.5 %FES 10724" INV=876.0024 LF OF 24" @ 8.50%DWN 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 10:07:47 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-501 STORM 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-501STORM SEWER 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 LINEPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER WELLEXISTING WATER VALVESTORM SEWERWATERMAINSTORM MANHOLESTORM CATCH BASINHYDRANTGATE VALVEFLARED END SECTION>>>>EXISTING STORM SEWEREXISTING SANITARY SEWERIEXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTES1.INFILTRATION BASIN A - SEE STORMWATER BMP SUMMARYTABLE, THIS SHEET2-4.PIPE CROSSING - SEE PIPE CROSSING SCHEDULE, THIS SHEETKEYNOTES##