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9559609659709759809859909951000955960965970975980985990995100038+0038+5039+0039+5040+0040+5041+0041+5042+0042+5043+0043+5044+0044+5045+0045+5046+0046+5047+0047+5048+0048+5049+0049+5050+0050+5051+0051+5052+005.44%2.14%-3.18%LOW POINT STA: 46+97.47, ELEV: 968.51'PVI STA: 47+50.00, ELEV: 964.50'K = 46.38, A.D. = 8.62%'V.C.= 400.00'PVC STA: 45+50.00 <br />ELEV: 970.86' <br />PVT STA: 49+50.00 <br />ELEV: 975.39'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: 40+30.56, ELEV: 985.47'PVI STA: 40+50.00, ELEV: 986.76'K = 37.57, A.D. = -5.32%'V.C.= 200.00'PVC STA: 39+50.00ELEV: 984.61'PVT STA: 41+50.00ELEV: 983.58'982.47986.0983.54982.4984.61985.9985.35986.1985.42984.7984.83984.8983.58984.1981.99979.2980.40976.5 <br />978.81 <br />976.8 <br />977.22 <br />979.2 <br />975.63 <br />982.2 <br />974.04 <br />980.0 <br />972.45 <br />976.2 <br />970.86 <br />972.1 <br />969.54 <br />968.3 <br />968.76 <br />967.1 <br />968.52 <br />968.0 <br />968.81 <br />967.8 <br />969.65 <br />967.1 <br />971.02 <br />966.7 <br />972.94 <br />967.0 <br />975.39 <br />969.3 <br />978.11 <br />973.5 <br />980.83 <br />979.1 <br />983.56 <br />984.7 <br />986.04 <br />987.6 INLET 1-9 FES, INV.=976.75, STA.=42+84.40OUTLET 1-10 FES, INV.= 975.50, STA.=43+02.2955 LF 15"Ø RCP + 2 RCP APRONS @ 2.26%INLET 1-7 FES, INV.=966.00, STA.=46+95.47OUTLET 1-8 FES, INV.= 964.50, STA.=46+94.8947 LF 15"Ø RCP + 2 RCP APRONS @ 3.19%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%PROPOSED CENTERLINEEXISTING SURFACEZONE 18: 1,897 LF OF 4"Ø SDR11 HDPE16 <br />9 10 <br />13 <br />14 <br />17 <br />15 <br />14 <br />11109 <br />12 <br />13 <br />11 <br />12 <br />9709 <br />7 <br />0 <br />980980980 <br />9909729 <br />7 <br />2 <br />9 <br />7 <br />4 <br />9749 <br />7 <br />6 <br />9769789 <br />7 <br />8982 <br />982982984984 <br />984986988982VV DW: 7%DW: 7%DW: 6%DW: 7%DW: 4%DW: 2% <br />DW: 7% <br />DW: 6% <br />DW: 3% <br />DW: 8%DW: 8%DW: 7%DW: 2%SEWOG=989.0(LL=986.2)MIN=956.0FBWOG=990.0(LL=982.0)MIN=964.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=956.0FBLOG=990.0(LL=982.0)(OPN=984.0)MIN=956.8FBWOG=984.0(LL=976.0)MIN=971.1FBWOG=984.0(LL=976.0)MIN=971.1FBLOG=983.0(LL=975.0)(OPN=977.0)MIN=956.8FBWOG=978.0(LL=970.0)MIN=956.8SEWOG=976.0(LL=973.2)MIN=971.1FBWOG=972.0(LL=964.0)MIN=956.8FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=956 <br />.8FBG=9 <br />8 <br />4 <br />. <br />0 <br />( <br />L <br />L= <br />9 <br />7 <br />6 <br />. <br />0 <br />)MIN= <br />9 <br />6 <br />9 <br />. <br />4 <br />F <br />B <br />W <br />O <br />G <br />= <br />9 <br />8 <br />9 <br />. <br />0 <br />(L <br />L <br />= <br />9 <br />8 <br />1 <br />. <br />0 <br />) <br />MI <br />N <br />= <br />9 <br />6 <br />9 <br />. <br />4 <br />F <br />B <br />W <br />O <br />G <br />= <br />9 <br />8 <br />8 <br />. <br />0 <br />(L <br />L <br />= <br />9 <br />8 <br />0 <br />. <br />0 <br />) <br />MI <br />N <br />= <br />9 <br />5 <br />6 <br />. <br />0 <br />DW: 6%970972974976978FUTURE DRIVEWAYEOF=969.20970 <br />966968VVEOF=966.509609 <br />7 <br />0 <br />9809629 <br />6 <br />4 <br />9 <br />6 <br />6 <br />9 <br />6 <br />8 <br />9 <br />7 <br />2 <br />97 <br />4 <br />97 <br />6 <br />97 <br />8964964966966968960962964INFILTRATION BASIN P100-YEAR HWL: 967.38INFILTRATION BASIN O100-YEAR HWL: 969.0412' X 8' OF FLEXAMAT60' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT1-11 FES1-12 FES1-9 FES1-10 FES1-7 FES1-8 FES1-5 FES1-6 FES980990982984986988967.50 FG967.50 FG967.50 FG967.50 FGSSS <br />SSS <br />S <br />S <br />SSSSSSSSSSSSSSSSSSSSSSSSSS37+00 38+00 39+00 40+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0 <br />0 <br />5 <br />1+ <br />0 <br />0 <br />5 <br />2 <br />+ <br />0 <br />0 <br />53+000+001+00SEWER ZONE 17SEWER ZONE 18AIR RELEASE VALVECO VALVECO VALVE3" X 4" X 3" TEEGRADING <br />JOPLIN ST NW PLAN & PROFILEC4.46:11 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'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 />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 />5862808/05/2024Page 90 of 111