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96597097598098599099510001005101096597097598098599099510001005101050+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+5056+0056+5057+0057+5058+0058+5059+0059+5060+0060+5061+0061+5062+0062+5063+0063+5064+001.57%-1.08%-5.20%1.00%5.44%STA: 63+00.00ELEV: 977.160LOW POINT STA: 62+43.12, ELEV: 976.81'PVI STA: 61+50.00, ELEV: 975.66'K = 44.38, A.D. = 6.20%'V.C.= 275.00'PVC STA: 60+12.50 <br />ELEV: 982.81' <br />PVT STA: 62+87.50 <br />ELEV: 977.04'HIGH POINT STA: 53+00.00, ELEV: 990.57'PVI STA: 52+00.00, ELEV: 989.00'K = 51.64, A.D. = -3.87%'V.C.= 200.00'PVC STA: 51+00.00ELEV: 983.56'PVT STA: 53+00.00ELEV: 990.57'HIGH POINT STA: 55+59.19, ELEV: 994.18'PVI STA: 55+50.00, ELEV: 994.50'K = 37.67, A.D. = -2.65%'V.C.= 100.00'PVC STA: 55+00.00 <br />ELEV: 993.71' <br />PVT STA: 56+00.00 <br />ELEV: 993.96'HIGH POINT STA: 57+50.00, ELEV: 992.33'PVI STA: 58+50.00, ELEV: 991.25'K = 48.62, A.D. = -4.11%'V.C.= 200.00'PVC STA: 57+50.00 <br />ELEV: 992.33' <br />PVT STA: 59+50.00 <br />ELEV: 986.05' <br />980.83979.1983.56984.7986.04987.6988.03990.1989.54991.9990.57991.9991.36990.8992.14989.6992.93990.8 <br />993.71 <br />993.5 <br />994.17 <br />996.1 <br />993.96 <br />995.1 <br />993.42 <br />992.2 <br />992.88 <br />991.5 <br />992.33 <br />993.2 <br />991.53 <br />994.1 <br />990.22 <br />993.1 <br />988.39 <br />990.7 <br />986.05 <br />987.4 <br />983.46 <br />984.7 <br />981.02 <br />982.5 <br />979.12 <br />979.4 <br />977.79 <br />976.0 <br />977.02 <br />973.4 <br />976.82 <br />973.0 <br />977.16 <br />977.2 INLET 1-5 FES, INV.=984.00, STA.=51+61.64OUTLET 1-6 FES, INV.= 983.30, STA.=51+44.6947 LF 15"Ø RCP + 2 RCP APRONS @ 1.48%INLET 1-3 FES, INV.=977.50, STA.=60+73.45OUTLET 1-4 FES, INV.= 975.00, STA.=60+89.0060 LF 15"Ø RCP + 2 RCP APRONS @ 4.18%INLET 1-2 FES, INV.=974.20, STA.=62+34.29OUTLET 1-1 FES, INV.= 973.50, STA.=62+35.8179 LF 18"Ø RCP + 2 RCP APRONS @ 0.88%TIE INTO EX. ROADPROPOSED CENTERLINEEXISTING SURFACESEE PLAN VIEW FOR GRAVITYSEWER CONNECTIONZONE 19: 952 LF OF 2"Ø SDR11 HDPE16 1718 <br />1 <br />7 <br />1 <br />6 <br />1514980990974976978982984986988992DW: 8%DW: 7%DW: 2%DW: 2%DW: 6%DW: 2% <br />DW <br />: <br /> <br />7 <br />%DW: <br /> 7%DW: 5%FBG=984.0(LL=976.0)MIN=970.4FBWOG=989.0(LL=981.0)MIN=970.4FBWOG=988.0(LL=980.0)MIN=968.0FBWOG=992.0(LL=984.0)MIN=966.0FBLOG=997.0(LL=989.0)(OPN=991.0)MIN=970.4FBWOG=994.0(LL=986.0)MIN=966.0FBLOG=998.5(LL=990.5)(OPN=992.5)MIN=978.0FBWOG=998.0(LL=990.0)MIN=984.0MIN=986.0970980 96296496696897297497697812' X 8' OF FLEXAMAT1-5 FES1-6 FESSANI. SERVICE LOCATION50+0051+0052+0053+0054+0055+0056+005 7 +0 0 AIR RELEASE VALVES <br />S <br />S <br />S <br />S SSSSSSSSSSSSJoplin St NW19182119209809 <br />9 <br />0 <br />978 9829849869 <br />8 <br />8 992DW: 5% <br />DW: 8% <br />D <br />W <br />: <br /> <br />0 <br />% <br />DW: 1 <br />% <br />DW: 5% <br />DW: <br />9 <br />%FBG=995.0(LL=987.0)MIN=975.6FBWOG=996.0(LL=988.0)MIN=986.0FBWOG=991.0(LL=983.0)MIN=978.6FBWOG=987.0(LL=979.0)MIN=978.6FBG=993.0(LL=985.0)MIN=975.6FBG=985.0(LL=977.0)MIN=975.6976VV9809729749769789829719 <br />6 <br />9 VVINFILTRATION BASIN Q100-YEAR HWL: 975.5224' X 8' OF FLEXAMAT1-2 FES1-1 FES1-3 FES1-4 FESSA-1 SAN MHRIM=977.10'NE FORCEMAIN INV.=973.25SW INV.=973.00EX. SAN MHRIM=983.69'NE INV.=972.60V86 LF <br /> 8"Ø <br /> SDR-26 <br /> @ <br /> 0 <br />.44% <br />S <br />S <br />S <br />S <br />S <br />S <br />SSSSS 4" SDR-11 SANI. FORCEMAIN979.25 FG990SANI. SERVICE LOCATION57+0058+0059+0060+0061+0062+0063+0063+25.17SEWER ZONE 19CO VALVESEE TURN LANE GRADING PLAN2.0%SSSSSSSVVVEOF=972.2012' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT973.20 FG973.20 FGGRADING <br />JOPLIN ST NW PLAN & PROFILEC4.52:51 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Grading Profiles.dwg9/5/2024 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'NSCALE:0'50'100'1"=50'DESCRIPTIONDATENO. <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 />09/05/2024 <br />24-0120.00 <br />MJM, CJD <br />MJM <br />MJM 1 09/05/2024 REVISION PER CITY REVIEW <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 />5862809/05/2024 <br />NSCALE:0'50'100'1"=50'Page 48 of 84