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SFST ST <br />STWFWFWFWFWFWSSSSSSSFWFW EX. BOUNDARY (TYP) <br />15+249+70 <br />10+00 11+00 12+00 13+00 14+00 15+00PI: 12+55.59S <br />SSMH-1 <br />4' SSMH <br />N: 171,406.55 <br />E: 445,522.19 <br />CONNECT TO <br />EX. SSMH-1 <br />4' SSMH <br />N: 171,410.28 <br />E: 445,777.76 <br />SSMH-2 <br />4' SSMH <br />N: 171,404.18 <br />E: 446,016.19 <br />ORONO INDUSTRIAL BOULEVARD <br />OLD CRYSTALBAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 <br />8" SDR 35 <br />8" SDR 35 <br />EX. 60.0' ROW <br />EX. 66.0' ROW <br />PROP. 6" SANITARY <br />SERVICE W/CO (TYP) <br />BUILDING 1 <br />BUILDING 2 <br />BUILDING 3 BUILDING 4 BUILDING 5 <br />8"X6" WYE (TYP) <br />ALIGNMENT NAME: Sanitary 1 PROFILE <br />HORIZONTAL SCALE: 50.00 <br />VERTICAL SCALE: 5.00 <br />GRAPH VERTICAL EXAGGERATION: 10.00 <br />STATION RANGE: 9+00 - 16+00 <br />PROFILE VIEW ELEVATION RANGE: 1005.00 - 1035.00 <br />1005 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1035 <br />1005 <br />1010 <br />1015 <br />1020 <br />1025 <br />1030 <br />1035 <br />9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 <br />SSMH-1 <br />4' SSMH <br />RIM:1026.07± <br />INV OUT:1014.18 (8" PVC) (E) <br />CUT=11.9± <br />EX. SSMH-1 <br />4' SSMH <br />RIM:1024.56± <br />INV IN:1012.90 (8" PVC) (E) <br />INV IN:1012.90 (8" PVC) (W) <br />INV OUT:1012.70 (8" PVC) (N) <br />CUT=11.9± <br />SSMH-2 <br />4' SSMH <br />RIM:1022.00± <br />INV OUT:1014.09 (8" PVC) (W) <br />CUT=7.9± <br />255.6 LF~ 8" SDR 35 @ 0.50%238.5 LF~ 8" SDR 35 @ 0.50% <br />PROPOSED GRADE <br />@ SANITARY ℄ <br />EXISTING GROUND <br />@ SANITARY ℄ <br />2.8' <br />1.6' <br />EX. 8" WATER <br />APPROX. DEPTH <br />EX. 8" WATER <br />APPROX. DEPTH <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 />C5.2C3.2 <br />C3.2ORONO GARAGE CONDOSSITE PLANSANITARY 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 />EXISTING IRRIGATION <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 SANITARY SEWER SERVICES ARE 4" DIAMETER WITH 2% SLOPE AND A <br />STANDARD 1.2' WYE CONNECTION TO THE 8" PRIVATE MAIN UNLESS OTHERWISE <br />NOTED. <br />6.ALL SANITARY MAIN LINES SHALL MEET ASTM D1785 QUALITY STANDARD. <br />7.SOLVENT WELDED JOINTS MUST USE ASTM F656 PURPLE PRIMER AND ASTM D2564 <br />CEMENT. <br />8.SEWER MUST BE INSTALLED BY OPEN-TRENCH ON A CONTINUOUS GRANULAR BED. <br />9.SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. <br />EXISTING FIRE HYDRANT <br />LOCATED AT THE MID <br />POINT OF NORTH <br />PROPERTY LINE, TOP NUT <br />OF HYDRANT =1026.02 <br />80