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OLD CRYSTAL BAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 <br />TEMPUS ORONO LLC <br />PID: 3311823130020 <br />METRO STORAGE <br />ORONO LLC <br />PID: 3311823130019 <br />WJM PROPERTIES LLC <br />PID: 3311823130015 <br />ORONO PRESERVE <br />RESIDENTIAL <br />DEVELOPMENT <br />ORONO INDUSTRIAL BOULEVARD <br />PROPOSED IMPROVEMENTS SHOWN AS EXISTING <br />EX. 10.0' EASEMENT <br />EX. 10.0' EASEMENT <br />EX. 10.0' EASEMENT <br />EX. 22.0' EASEMENT <br />S89°43'30"E 1,898.43'N00°16'00"E 1,898.43'N <br />5 <br />5 <br />° <br />2 <br />3 <br />' <br />0 <br />7 <br />" <br />W <br /> <br /> <br />1 <br />, <br />8 <br />9 <br />8 <br />. <br />4 <br />3 <br />' <br />N89°11'02"W 1,898.43'S00°14'12"W 1,898.43'20.0' SETBACK <br />35.0' SETBACK <br />35.0' SETBACK <br />10.0' SETBACK <br />EX. BOUNDARY <br />EX. BOUNDARY <br />EX. 60.0' ROW <br />EX. 66.0' ROW <br />40.0' <br />50.0' <br />50.0'50.0' <br />20.0'20.0' <br />4.0' CONCRETE <br />APRON (TYP) <br />40.0' <br />240.0' <br />20.0'20.0' <br />46.0' <br />275.0'275.0' <br />92.0' <br />92.0' <br />275.0' <br />275.0'260.0' <br />3.0' CONCRETE <br />PAN (TYP) <br />32.0' <br />R25.0' <br />R20.0' <br />14.5' <br />ASPHALT <br />20.0' <br />20.0' <br />31.0' <br />31.0'31.0' <br />24.0'24.0' <br />31.0' <br />24.0' <br />31.0' <br />24.0' <br />20.0' <br />20.0' <br />PROPOSED IFC TURNAROUND <br />AT ENTRANCE <br />40.0' <br />46.0' <br />11.5' <br />ASPHALT <br />8.5' ASPHALT <br />8.5' ASPHALT <br />BUILDING 1 <br />BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 56 <br />57 <br />58 <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />65 66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />73 <br />74 <br />75 76 <br />77 <br />78 <br />79 <br />80 <br />81 <br />82 <br />83 <br />84 <br />85 <br />PROPOSED FENCE PER CITY <br />OF ORONO STANDARDS (TYP) <br />SLIDING GATE W/ <br />ELECTRONIC ACCESS, <br />DESIGNED BY OTHERS <br />PROPOSED FENCE PER CITY <br />OF ORONO STANDARDS (TYP) <br />PROPOSED FENCE PER CITY <br />OF ORONO STANDARDS (TYP)PROPOSED <br />RETAINING WALL <br />27.5' <br />ASPHALT <br />11.5' <br />ASPHALT <br />27.5' <br />ASPHALT <br />11.5' <br />ASPHALT <br />27.5' <br />ASPHALT <br />MAIN DRIVE SECTION <br />N.T.S <br />℄ <br />10.0'10.0' <br />ASPHALT SECTION <br />PER SHEET C5.0 <br />CONCRETE V-PAN <br />PER SHEET C5.0 <br />2.0% - 4.0%2.0% - 4.0% <br />TIE-IN TO ADJACENT, <br />VARYING SLOPE (TYP) <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 />C5.0C3.0 <br />C3.0ORONO GARAGE CONDOSSITE PLANPROPOSED SITE PLAN03/03/2025 <br />24015 LEHMRH0 <br />SCALE: 1" = <br />ORIGINAL GRAPHIC SCALE <br />15 30 60 <br />30' <br />NOTES: <br />1.CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL <br />EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE <br />ENGINEER WITH ANY DISCREPANCIES. <br />2.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY <br />CONSTRUCTION STAKING. <br />3.INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION, SEE SHEET <br />C4.0. <br />4.ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF <br />CONSTRUCTION SHALL NOT BE DISTURBED. <br />5.SEE SHEETS L1.0 - L1.1 FOR DETAILED LANDSCAPE PLANS. <br />6.SEE SHEETS C5.0 - C5.2 FOR CONSTRUCTION DETAILS. <br />LEGEND <br />EXISTING PROPERTY BOUNDARY <br />EXISTING RIGHT OF WAY <br />EXISTING EASEMENT <br />PROPOSED CONCRETE <br />EXISTING ASPHALT <br />PROPOSED ASPHALT <br />PROPOSED FENCE <br />EXISTING FENCE <br />EXISTING CURB & GUTTER <br />EXISTING <br />TYPICAL <br />EX. <br />(TYP) <br />EXISTING FIRE HYDRANT <br />LOCATED AT THE MID <br />POINT OF NORTH <br />PROPERTY LINE, TOP NUT <br />OF HYDRANT =1026.02 <br />78