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23651432242728V980980 972972974 <br />974976 <br />976 <br />978 <br />978982 <br />982 <br />984984986DW: 8%DW: 6%DW: 7%DW: 3%DW: 7%DW: 3%DW: 8% <br />DW: 6% <br />DW: 7% <br />DW: 6% <br />DW: 7% <br />DW: 7% <br />DW: 6% <br />DW: 7% <br />SEWOG=987.0(LL=984.2)MIN=956.0 FBWOG=981.0(LL=973.0)MIN=952.0 FBWOG=977.0(LL=969.0)MIN=952.0FBWOG=976.0(LL=968.0)MIN=952.0SEWOG=983.0(LL=980.2)MIN=972.0FBLOG=979.0(LL=971.0)(OPN=973.0)MIN=972.7FBLOG=978.5(LL=970.5)(OPN=972.5)MIN=972.0FBLOG=979.0(LL=971.0)(OPN=973.0)MIN=972.7FBWOG=981.0(LL=973.0)MIN=972.7FBWOG=982.0(LL=974.0)MIN=956.0FBWOG=990.0(LL=982.0)MIN=956.0FBLOG=987.0(LL=979.0)(OPN=981.0)MIN=972.7FBLOG=988.0(LL=980.0)(OPN=982.0)MIN=966.0EOF=969.20EOF=969.70967 970 968972970968967INFILTRATION BASIN N100-YEAR HWL: 969.99INFILTRATION BASIN M100-YEAR HWL: 970.6212' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT970968 972 974 976970972974970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FG970.50 FGS S S S S SSSSSSSSSSSSSSSSANI. FORCEMAIN5+00 6+00 7+00 8+009+0010+0011+0012+0013+0014+0015+0015+23.38SHEET 4.9SEWER ZONE 14SEWER ZONE 15SEWER ZONE 16AIR RELEASE VALVE96096597097598098599099510001005960965970975980985990995100010056+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+00-1.59%6.33%1.44%STA: 15+23.38 <br />ELEV: 986.750LOW POINT STA: 7+75.00, ELEV: 975.56'PVI STA: 7+00.00, ELEV: 976.75'K = 78.46, A.D. = 1.91%'V.C.= 150.00'PVC STA: 6+25.00ELEV: 979.38'PVT STA: 7+75.00ELEV: 975.56'LOW POINT STA: 10+35.15, ELEV: 971.90'PVI STA: 11+25.00, ELEV: 970.00'K = 37.87, A.D. = 7.92%'V.C.= 300.00'PVC STA: 9+75.00ELEV: 972.38' <br />PVT STA: 12+75.00 <br />ELEV: 979.50'HIGH POINT STA: 14+00.00, ELEV: 984.97'PVI STA: 13+50.00, ELEV: 984.25'K = 20.44, A.D. = -4.89%'V.C.= 100.00'PVC STA: 13+00.00 <br />ELEV: 981.08' <br />PVT STA: 14+00.00 <br />ELEV: 984.97' <br />978.54978.1977.11976.4976.00975.9975.16975.1974.37974.5973.57972.9972.78971.9972.07971.6971.93970.8 <br />972.46 <br />970.5 <br />973.65 <br />971.2 <br />975.49 <br />975.3 <br />978.00 <br />981.2 <br />981.08 <br />984.4 <br />983.64 <br />986.1 <br />984.97 <br />985.7 <br />985.69 <br />984.8 <br />986.41 <br />985.4 PROPOSED CENTERLINEEXISTING SURFACEZONE 15: 342 LF OF 2"Ø SDR11 HDPEZONE 14: 277 LF OF 2"Ø SDR11 HDPEDESCRIPTIONDATENO. <br />REV <br />FILE NO.: <br />DWG FILE: <br />CHECKED BY: <br />DRAWN BY: <br />DESIGN BY: <br />DATE: SHEET NO.LAND SURVEYING <br />CIVIL ENGINEERING <br />ENVIRONMENTAL SERVICES <br />13076 FIRST STREET, BECKER, MN 55308-9322 <br />TEL: 763-262-8822 FAX: 763-262-8844 <br />BOGART, PEDERSON <br />& ASSOCIATES, INC. <br />MEADOWSWEET BEND <br />DEVELOPMENT <br />City of Elk River, Sherburne County, MN <br />08/05/2024 <br />24-0120.00 <br />MJM, CJD <br />MJM <br />MJM <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my direct <br />supervision and that I am a duly Licensed <br />Professional Engineer under the laws of the <br />State of Minnesota. <br />Signed: <br />Date: Lic. No. <br />Christopher J. Dahn <br />5862808/05/2024 NSCALE:0'50'100'1"=50'GRADING <br />GABBRO AVE PLAN & PROFILEC4.96:13 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg8/5/2024 VVSVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOURLEGEND:PROPOSED FLEXAMAT CONCRETE MAT984START/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'Page 95 of 111