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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />>> <br />>>>>>>>>>>>>>>>>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 <br />RIM=883.40INV=870.9 E, 870.8 S886.05FE886.06FE886.02DS <br />RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 <br />DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM <br />GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMC <br />OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXX <br />XX <br />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 XXXXXXXXX8858 <br />8 <br />5 <br />885885 <br />8 <br />8 <br />5 885885881882882883883883883883884884884884884 <br />8 <br />8 <br />6 885885884885 <br />885 <br />8 <br />8 <br />3 <br />883 883884 <br />884884 <br />88 <br />4 <br />884 <br />884 886886886886886 <br />886886886886885883884FG=75.50CB 102CBMH 101CBMH 100RD-1STMH-103OCS-105FES-104FG=82.00FG=82.00FG=82.004:14:14:14:13:13:13:1 4:14:14:1FG=75.50880876877878879881882880 876877878879881882 8802.1%3.4 <br />% <br />2.5 <br />% <br />2.5 <br />%2.4%1.9%2.4%3.4%4.1%3.7% <br />3.5% <br />3.1% <br />2.5%2.9%1.5%2.0%3.0%3.0%3.8%3.2%2.9%3.1%2.8%3.4%4:14:14:14:15:110:112:1RIM=83.80RIM=83.83RIM=83.50RIM=81.223:116:1RIM=80.50EOF=84.00EOF=84.62EOF=84.95EOF=84.42CBMH 106RIM=84.232.7%3.4 <br />%1.5%EOF=81.50FES 1074:11.9%DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER <br />PUBLIC SAFETY BUILDING <br />CITY OF ELK RIVER <br />SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:07:23 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-301 GRADING PLAN.dwg <br />PROJECT TITLE <br />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-301GRADING 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 DIG1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONINTERPOLATED POINT TO POINT SURVEY DATA. CONTRACTOR ISRESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TOINSTALLATION OF IMPROVEMENTS AND FOR MAKINGNECESSARY ADJUSTMENTS IN THE FIELD FOR CONTRACTIBILITYAND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY FIELDDISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR REWORKOF AN UNCOMMUNICATED DISCREPANCY.3.CONTRACTOR TO ENSURE FINAL GRADE OF PATCHEDBITUMINOUS PAVEMENT REPLICATES EXISTING GRADE FROMPRIOR TO CONSTRUCTION, WHERE APPLICABLE. ENSUREPOSITIVE DRAINAGE. SEE SHEET C-601 FOR LIMITS OF PATCHEDBITUMINOUS PAVEMENT.4.SEE SHEET C-201 FOR RIPRAP LOCATIONS.NOTESLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSFL=9XX.XXFG=9XX.XXME=9XX.XXSW=9XX.XXEP=9XX.XXEOF=9XX.XXTC=9XX.XXTW=9XX.XXBW=9XX.XXFLOW LINE ELEVATIONFINISHED GRADE ELEVATIONMATCH EXISTING ELEVATIONSIDEWALK ELEVATIONPAVEMENT ELEVATIONEMERGENCY OVERFLOW ELEVATIONTOP OF CURB ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATION (AT GRADE)SURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUR>>>>EXISTING STORM SEWEREXISTING SANITARY SEWERFMEXISTING FORCEMAINIEXISTING WATERMAINHP=9XX.XXLP=9XX.XXTOP=9XX.XXTOE=9XX.XXRIM=9XX.XXHIGH POINT SPOT ELEVATIONLOW POINT SPOT ELEVATIONTOP OF DITCH SPOT ELEVATIONTOE OF DITCH SPOT ELEVATIONSTRUCTURE RIM SPOT ELEVATIONTNH=9XX.XXTOP NUT HYDRANT SPOT ELEVATIONSURFACE SLOPE (H:V) & FLOW DIRECTION3.0:11.00%3.0:1LEGEND