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10251028 <br />1026 <br />PROPOSED <br />BUILDING 1 <br />FFE = 1025.79 <br />PROPOSED <br />BUILDING 2 <br />FFE = 1026.00 <br />1025.79 TOC <br />1025.71 TOC <br />1025.92 TOC <br />1026.00 TOC <br />1025.12 TOC <br />1025.04 TOC <br />1025.25 TOC <br />1025.33 TOC <br />1024.66 TOC <br />1024.58 TOC <br />1025.25 TOC <br />1025.33 TOC1.3%2.0%2.0%2.0%12.2%10.0%23.4%10.5%10.0% <br />4.0% <br />6.1% <br />11.2% <br />5.4%10221025.12 TOC <br />1025.79 TOC <br />PROPOSED <br />BUILDING 1 <br />FFE = 1025.12 <br />PROPOSED <br />BUILDING 2 <br />FFE = 1025.33 <br />PROPOSED <br />BUILDING 2 <br />FFE = 1025.33 <br />PROPOSED <br />BUILDING 2 <br />FFE = 1024.66 <br />1025.71 TOC1025.09 TOC <br />1025.92 TOC <br />1026.00 TOC <br />1025.25 TOC <br />1025.33 TOC <br />1025.33 TOC <br />1025.25 TOC <br />1024.64 TOC <br />1024.66 TOC <br />8" STEP <br />8" STEP <br />8" STEP2.0%10241025.12 TOC <br />1025.06 TOC <br />1025.12 TOC <br />1025.07 TOC <br />1025.12 TOC <br />1025.08 TOC <br />1025.12 TOC <br />1025.08 TOC <br />1025.21 TOA <br />1025.21 TOA <br />6" STEP <br />1025.71 TOC <br />1025.79 TOC <br />0.7%2.0%1025.79 TOC <br />1025.71 TOC <br />1025.79 TOC <br />1025.71 TOC2.0%2.0%1025.79 TOC <br />1025.71 TOC <br />1024.70 <br />1025.20 <br />1025.20 <br />1024.70 <br />1025.201024.50 <br />1024.00 <br />10.5%2.1%2.6%1024.50 <br />1024.00 <br />1025.25 TOC <br />1025.33 TOC 2.0%2.0%2.0%2.0%2.0%1025.42 TOA <br />6" STEP <br />1025.25 TOC <br />1025.33 TOC <br />1025.25 TOC <br />1025.33 TOC <br />1025.92 TOC <br />1026.00 TOC <br />1025.92 TOC <br />1026.00 TOC <br />1025.92 TOC <br />1026.00 TOC <br />1024.66 TOC <br />1024.59 TOC <br />1024.66 TOC <br />1024.61 TOC <br />1024.66 TOC <br />1024.63 TOC <br />1025.33 TOC <br />1025.25 TOC <br />1025.33 TOC <br />1025.25 TOC1.2%1.2%2.0%0.5%2.0%1024.75 TOA <br />1024.83 TOA <br />1025.50 TOA <br />2.0%6" STEP <br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM <br />A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />SIGNATURE: __________________________________________TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM <br />DATE: 03/03/2025 LICENSE NUMBER: 50731 Designed By:Date: <br />Job No.: <br />FOR AND ON BEHALF OF <br />HAGSTROM ENGINEERING PLLC <br />Checked By:811 <br />CALL 2 BUSINESS DAYS IN ADVANCE BEFORE <br />YOU DIG, GRADE OR EXCAVATE FOR THE <br />MARKING OF UNDERGROUND MEMBER <br />UTILITIES. <br />CALL GOPHER STATE ONE CALL <br />BENCHMARK:ByDateDescription of RevisionsNo.Sheet of <br />D <br />C <br />B <br />A <br />54321 <br />219 6TH AVENUE EAST <br />ALEXANDRIA, MN 56308 <br />P.320.759.0764 <br />WWW.HAGSTROMENG.COM <br />HAGSTROM <br />ENGINEERING <br />CIVIL ENGINEERS | LAND CONSULTANTS <br />CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT <br />C5.0C4.1 <br />C4.1ORONO GARAGE CONDOSSITE PLANDETAILED GRADING PLANBUILDING 1 & 203/03/2025 <br />24015 LEHMRH0 <br />SCALE: 1" = <br />ORIGINAL GRAPHIC SCALE <br />5 10 20 <br />10' <br />GRADING NOTES: <br />1.CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY <br />THE ENGINEER WITH ANY DISCREPANCIES. <br />2.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. <br />3.ALL ELEVATIONS ARE FLOWLINE UNLESS OTHERWISE NOTED <br />4.INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. <br />5.ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. <br />6.SEE SHEET C5.0 FOR CONSTRUCTION DETAILS. <br />LEGEND <br />EXISTING 1' AND 5' CONTOURS <br />PROPOSED 1' AND 5' CONTOURS <br />PROPOSED SPOT ELEVATION <br />FLOW DIRECTION & GRADE <br />1432. <br />3 <br />1431 <br />1430 <br />1431 <br />1430 <br />2.00% <br />FINISHED FLOOR ELEVATION <br />MATCH EXISTING <br />TOP OF CONCRETE <br />TOP OF ASPHALT <br />HIGH POINT <br />TOP OF WALL <br />BOTTOM OF WALL <br />FFE <br />ME <br />TOC <br />TOA <br />HP <br />TOW <br />BOW <br />EXISTING FIRE HYDRANT <br />LOCATED AT THE MID <br />POINT OF NORTH <br />PROPERTY LINE, TOP NUT <br />OF HYDRANT =1026.02 <br />83