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945950955960965970975980985990945950955960965970975980985990-4+00-3+50-3+00-2+50-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+00970.92970.6969.38968.4 <br />967.84 <br />967.0 <br />966.31 <br />965.0 <br />965.12 <br />961.0 <br />964.65 <br />959.5 <br />964.90 <br />960.9 <br />965.49 <br />961.9 <br />966.09 <br />961.0 <br />966.69 <br />959.9 1.20%-3.07%STA: 0+00.00ELEV: 970.915 <br />STA: 4+75.89 <br />ELEV: 967.000LOW POINT STA: 2+57.99, ELEV: 964.65'PVI STA: 2+25.00, ELEV: 964.00'K = 35.14, A.D. = 4.27%'V.C.= 150.00'PVC STA: 1+50.00 <br />ELEV: 966.31' <br />PVT STA: 3+00.00 <br />ELEV: 964.90'INLET 2-5 FES, INV.=962.00, STA.=2+54.35OUTLET 2-6 FES, INV.= 961.00, STA.=2+54.3855 LF 15"Ø RCP + 2 RCP APRONS @ 1.82%PROPOSED CENTERLINEEXISTING SURFACEPROPOSED 3" SDR-26 SANITARY FORCE MAIN(MAINTAIN 8' MIN. COVER)ZONE 4: 47 LF OF 2"Ø SDR11 HDPEZONE 5: 320 LF OF 2"Ø SDR11 HDPEZONE 6: 109 LF OF 2"Ø SDR11 HDPESolanum Circle7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13910 <br />VVVV1 <br />. <br />9% <br />1.4%1.0%1.3 <br />%1.9%970964964966968972974 960954956958VV954 <br />954 <br />956 <br />956 <br />958 EOF=955.50DW: 6%DW: 8% <br />DW: 5%DW: 7%DW: 8%DW: 5% <br />DW: 2% <br />D <br />W <br />: <br /> <br />3 <br />%DW: 2%DW: 7% <br />DW: 3%DW: 6%SEWOG=979.0(LL=976.2)MIN=956.0 <br />SEWOG=977.0(LL=974.2)MIN=949.3FBWOG=977.0(LL=969.0)MIN=962.5 <br />FBWOG=969.0(LL=961.0)MIN=958.3FBWOG=968.0(LL=960.0)MIN=958.3FBG=975.0 <br />(LL=968 <br />.0 <br />)MIN=949 <br />.3FBG=978.0 <br />(LL=970 <br />.0 <br />)MIN=949 <br />.3FBWOG=967.5(LL=959.5)MIN=958.3SEWOG=971.5(LL=968.7)MIN=953 <br />.9FBWOG=968.0(LL=960.0)MIN=953.9FBWOG=968.0(LL=960.0)MIN=953.9FBWOG=967.5(LL=959.5)MIN=958.3INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN D100-YEAR HWL: 956.2920' X 8' OF FLEXAMAT20' X 8' OF FLEXAMAT957.73 FG957.93 FG957.00 FG957.00 FG970972974976978 <br />2-5 FES2-6 FES2-3 FESSSSSSSSSSS S S S S S S S S SSS96696 <br />6 <br />96 <br />8 <br />970964966968972965.94 TP966.10 TP966.53 TP966.10 TP965.94 TP960958962964 VV2-4 FES0+001+002+003+004+004+75.8912+00 13+00 14+0 0 1 5 +0 0 16+0017+00QUEEN ST NW & SOLANUM CIRCLESTA: 13+95.81STA: 0+00.00SEWER ZONE 3SEWER ZONE 4SEWER ZONE 5SEWER ZONE 6CO VALVECO VALVECO VALVE3" X 2" TEEGRADING <br />SOLANUM CIRCLE PLAN & PROFILEC4.106:14 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 96 of 111