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95095596096597097598098599099595095596096597097598098599099525+0025+5026+0026+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+5032+0032+5033+0033+5034+0034+5035+0035+5036+0036+5037+0037+5038+0038+5039+002.00%-1.33%6.80%2.14%-2.83%LOW POINT STA: 29+17.24, ELEV: 962.42'PVI STA: 29+00.00, ELEV: 961.25'K = 41.38, A.D. = 4.83%'V.C.= 200.00'PVC STA: 28+00.00ELEV: 964.08' <br />PVT STA: 30+00.00 <br />ELEV: 963.25'LOW POINT STA: 33+49.18, ELEV: 963.92'PVI STA: 34+50.00, ELEV: 962.25'K = 36.89, A.D. = 8.13%'V.C.= 300.00'PVC STA: 33+00.00 <br />ELEV: 964.25' <br />PVT STA: 36+00.00 <br />ELEV: 972.45'HIGH POINT STA: 31+60.00, ELEV: 965.85'PVI STA: 31+50.00, ELEV: 966.25'K = 30.00, A.D. = -3.33%'V.C.= 100.00'PVC STA: 31+00.00 <br />ELEV: 965.25' <br />PVT STA: 32+00.00 <br />ELEV: 965.58'HIGH POINT STA: 37+75.00, ELEV: 980.86'PVI STA: 37+00.00, ELEV: 979.25'K = 32.22, A.D. = -4.66%'V.C.= 150.00'PVC STA: 36+25.00 <br />ELEV: 974.15' <br />PVT STA: 37+75.00 <br />ELEV: 980.86' <br />971.17972.2969.75968.6968.33968.2966.92969.0965.50967.8964.08963.8962.97957.6962.46955.4962.55957.7 <br />963.25 <br />962.7 <br />964.25 <br />968.4 <br />965.25 <br />969.4 <br />965.83 <br />967.0 <br />965.58 <br />965.5 <br />964.92 <br />965.0 <br />964.25 <br />963.3 <br />963.92 <br />960.7 <br />964.27 <br />957.6 <br />965.30 <br />955.8 <br />967.01 <br />956.8 <br />969.39 <br />961.0 <br />972.45 <br />964.3 <br />975.75 <br />969.1 <br />978.38 <br />976.4 <br />980.23 <br />982.0 <br />981.39 <br />985.9 <br />982.47 <br />986.0 INLET 2-1 FES, INV.=959.00, STA.=29+23.03OUTLET 2-2 FES, INV.= 958.50, STA.=29+19.4648 LF 15"Ø RCP + 2 RCP APRONS @ 1.04%INLET 1-13 FES, INV.=960.00, STA.=33+96.93OUTLET 1-14 FES, INV.= 959.00, STA.=34+09.4672 LF 15"Ø RCP + 2 RCP APRONS @ 1.39%INLET 1-11 FES, INV.=978.70, STA.=0+32.05OUTLET 1-12 FES, INV.= 977.00, STA.=0+28.4563 LF 15"Ø RCP + 2 RCP APRONS @ 2.69%END OF PHASE 1 / BEGINING OF PHASE 3STA: 29+95±PROPOSED CENTERLINEEXISTING SURFACEZONE 13: 1,091 LF OF 3"Ø SDR11 HDPE217th Ave NWGa <br />b <br />b <br />r <br />o <br /> <br />A <br />v <br />e14151612435672171813V970970980964964964964966966968968 <br />972 <br />972 <br />974 <br />974 <br />976 <br />978 <br />982 <br />984 982984986988988EOF=957.20950952954956960954954956956958958962964VVEOF=961.50VVDW: 6%DW: 3%DW: 7% <br />DW: 5% <br />DW: 7% <br />DW: <br /> <br />8 <br />% <br />DW: <br />7 <br />% <br />DW: 6% <br />DW: 4% <br />DW: <br />2 <br />%DW: 1%DW: 1%DW: 5%DW: 6%D <br />W <br />: <br /> <br />7 <br />% <br />DW <br />: <br /> <br />7%FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0(LL=971.0)MIN=954.4 FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0SEWOG=967.5(LL=962.7)MIN=962.6SEWOG=969.0(LL=966.2)MIN=964.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=964.0FBLOG=967.0(LL=959.0)(OPN=961.0)MIN=960.1FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=964.0FBWOG=972.5(LL=964.5)MIN=964.0FBWOG=979.3(LL=971.3)MIN=964.0FB <br />W <br />O <br />G= <br />9 <br />8 <br />3 <br />. <br />5 <br />(LL <br />= <br />9 <br />7 <br />5 <br />. <br />5 <br />) <br />MIN <br />= <br />9 <br />6 <br />4 <br />. <br />0 <br />FB <br />W <br />O <br />G= <br />9 <br />8 <br />9 <br />. <br />0 <br />(LL <br />= <br />9 <br />8 <br />1 <br />. <br />0 <br />) <br />MI <br />N <br />= <br />9 <br />5 <br />2 <br />. <br />0 <br />SE <br />W <br />O <br />G=9 <br />9 <br />1 <br />. <br />0 <br />(LL <br />= <br />9 <br />8 <br />8 <br />. <br />2 <br />) <br />MIN <br />= <br />9 <br />5 <br />6 <br />. <br />0 <br />SEWOG=989.0(LL=986.2)MIN=956.0SEWOG=970.0(LL=967.2)MIN=960.1DW: 5%960956958960 <br />956 <br />958 <br />962 <br />964 <br />966 24 LF 15"Ø RCP @ 1.05%INFILTRATION BASIN L100-YEAR HWL: 961.93INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN J100-YEAR HWL: 960.5612' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT970968972974976978959.00 FG959.00 FG959.00 FG959.00 FG960.50 FG960.50 FG963.00 FG963.00 FG963.00 FG963.00 FG960 <br />956 <br />958 <br />960961.02 FG961.01 FG961.46 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-15 FESINV.=959.001-16 FESINV.=958.751-14 FES980 <br />990 <br />982 <br />984 <br />986 <br />988 <br />S <br />S <br />S <br />S <br />S <br />S <br />SSSSSSSSSSSSSSSSSSSSSSSSSSS <br />SSSSSMATCH EX. GRADES25+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+000+0 <br />0 <br />1+0 <br />0 <br />2+0 <br />0 <br />3+0 <br />0217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00SEWER ZONE 12SEWER ZONE 13SEWER ZONE 17AIR RELEASE VALVECO VALVECO VALVE3" X 4" X 3" TEEGRADING <br />217TH AVE NW PLAN & PROFILEC4.36:11 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 89 of 111