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SFST ST <br />STWFWFWFWFWFWSSSSSSSFWFW EX. BOUNDARY (TYP) <br />S <br />ORONO INDUSTRIAL BOULEVARD <br />OLD CRYSTALBAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 <br />EX. 10.0' DRAINAGE & UTILITY EASEMENT <br />EX. 10.0' DRAINAGE <br />& UTILITY EASEMENT <br />EX. 10.0' DRAINAGE <br />& UTILITY EASEMENT <br />EX. 22.0' DRAINAGE <br />& UTILITY EASEMENT <br />20.0' SETBACK <br />EX. 60.0' ROW <br />EX. 66.0' ROW <br />BUILDING 1 <br />BUILDING 2 <br />BUILDING 3 BUILDING 4 BUILDING 5 <br />9+70 10+00 11+00 12+00 13+00 14+00 14+83BP: 9+70.00PI: 13+98.26EP: 14+82.58CB-1 <br />4' SD STMH <br />W/ R-3362-L GRATE <br />N: 171,096.83 <br />E: 445,696.75 <br />CB-2 <br />4' SD STMH <br />W/ R-3362-L GRATE <br />N: 171,094.80 <br />E: 445,838.74 <br />CB-3 <br />4' SD STMH <br />W/ R-3362-L GRATE <br />N: 171,092.78 <br />E: 445,980.74 <br />24" DWPP <br />24" DWPP <br />36" DWPP <br />PROPOSED 8" SANITARY (TYP) <br />PROPOSED <br />SANITARY MH (TYP) <br />PROPOSED POND. <br />SEE SHEET C4.5. <br />EX. STORM SEWER (TYP) <br />PROPOSED 8" WATER (TYP) <br />EX. 10.00' DRAINAGE <br />& UTILITY EASEMENT <br />PROPOSED FOREBAY. <br />SEE SHEET C4.5. <br />PROPOSED GRADE <br />@ STORM ℄ <br />EXISTING GROUND <br />@ STORM ℄ <br />ALIGNMENT NAME: Storm 1 PROFILE <br />HORIZONTAL SCALE: 50.00 <br />VERTICAL SCALE: 5.00 <br />GRAPH VERTICAL EXAGGERATION: 10.00 <br />STATION RANGE: 9+50 - 15+50 <br />PROFILE VIEW ELEVATION RANGE: 1010.00 - 1035.00 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1035 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1035 <br />9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 <br />142.0 LF~24" DWPP @ 0.50% <br />142.0 LF~24" DWPP @ 0.50% <br />22.0 LF~36" DWPP @ 0.50% <br />CB-1 <br />4' SD STMH <br />W/ R-3362-L GRATE <br />RIM:1023.14± <br />INV OUT:1019.64 (24" PVC) (E) <br />CUT=3.5± <br />CB-2 <br />4' SD STMH <br />W/ R-3362-L GRATE <br />RIM:1022.42± <br />INV IN:1018.93 (24" PVC) (W) <br />INV OUT:1018.73 (24" PVC) (E) <br />CUT=3.7± <br />CB-3 <br />4' SD STMH <br />W/ R-3362-L GRATE <br />RIM:1021.71± <br />INV IN:1018.02 (24" PVC) (W) <br />INV OUT:1017.21 (36" PVC) (E) <br />CUT=4.5± <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 />C5.2C3.3 <br />C3.3ORONO GARAGE CONDOSSITE PLANSTORM SEWER PLAN AND PROFILE03/03/2025 <br />24015 LEHMRH0 <br />SCALE: 1" = <br />ORIGINAL GRAPHIC SCALE <br />25 50 100 <br />50' <br />LEGEND <br />EXISTING STORM SEWER, <br />MANHOLE, F.E.S. AND INLET <br />PROPOSED STORM SEWER, <br />MANHOLE, F.E.S. AND INLET <br />EXISTING ROW <br />PROPOSED ROW <br />EXISTING LOT LINE <br />PROPOSED LOT LINE <br />PROPERTY BOUNDARY <br />PROPERTY SETBACK <br />EXISTING EASEMENT <br />PROPOSED EASEMENT <br />PROPOSED SANITARY SEWER W/ MH <br />EXISTING SANITARY SEWER W/ MH <br />PROPOSED UNDERDRAIN AND CLEANOUT <br />PROPOSED WATER LINE, VALVE AND <br />FIRE HYDRANT <br />EXISTING WATER LINE AND VALVE <br />PROPOSED WATER SERVICE W/ METER <br />PROPOSED SANITARY SERVICE <br />EXISTING GAS LINE <br />EXISTING OVERHEAD ELECTRIC <br />EXISTING ELECTRIC <br />EXISTING CABLE TV <br />EXISTING FIBER OPTIC <br />EXISTING TELEPHONE <br />TYPICAL <br />CAUTION! UTILITY CROSSING <br />LOWERING MAY BE REQUIRED <br />EXISTING LIGHT POLE <br />PROPOSED LIGHT POLEWSS <br />NOTES: <br />1.CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES <br />PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. <br />2.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION <br />STAKING. <br />3.INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION, SEE SHEET C4.0. <br />4.ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION <br />SHALL NOT BE DISTURBED. <br />5.ALL STORM SEWER SHALL BE PRIVATE ADS DUAL WALL HIGH PERFORMANCE <br />POLYPROPYLENE PIPE. <br />6.ALL CATCH BASINS SHALL BE PRIVATE 48" SHALLOW DEPTH W/ R-3362 VALLEY <br />GRATE. <br />7.STORM SEWER MUST BE INSTALLED BY OPEN-TRENCH ON A CONTINUOUS <br />GRANULAR BED. <br />8.SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. <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 />81