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Gabbro Ave523567898765221718970980 964966968972974976978 <br />9 <br />8 <br />2 <br />9 <br />8 <br />4 <br />9 <br />8 <br />0 <br />9729749769 <br />7 <br />8982 98 <br />2984984986986988988 <br />VV <br />VVDW: 7%DW: 5%DW: 2% <br />DW: 1% <br />DW: 1% <br />DW: 5% <br />DW: 6% <br />DW: 2% <br />DW: 4% <br />DW: 8% <br />DW: <br /> <br />6 <br />% <br />DW: 7% <br />DW <br />: <br /> <br />3 <br />% <br />D <br />W <br />: <br /> <br />7 <br />%DW: <br />3%DW: <br /> 9%DW: 7%(LL=966.2)MIN=965.0FBLOG=971.0(LL=963.0)(OPN=965.0)MIN=965.0FBWOG=973.0(LL=965.0)MIN=965.0FBWOG=979.3(LL=971.3)MIN=965.0FBWOG=983.5(LL=975.5)MIN=965.0FBWOG=989.0(LL=981.0)MIN=956.0SEWOG=991.0(LL=988.2)MIN=968.0FBLOG=992.0(LL=984.0)(OPN=986.0)MIN=968.0FBWOG=990.0(LL=982.0)MIN=954.0FBWOG=988.0(LL=980.0)MIN=952.0SEWOG=987.0(LL=984.2)MIN=966.0FBWOG=986.0(LL=978.0)MIN=956.0FBWOG=981.0(LL=973.0)MIN=954.0FBWOG=977.0(LL=969.0)MIN=954.0FBWOG=976.0(LL=968.0)MIN=956.0SEWOG=983.0(LL=980.2)MIN=973.0G=979.7(LL=971.7)(OPN=973.7)MIN=973.7SEWO <br />G=989. <br />0 <br />(LL=986 <br />. <br />2 <br />) <br />MIN=97 <br />6 <br />. <br />0FBWOG=990.0(LL=982.0)MIN=965.0960956958962964966 <br />968INFILTRATION BASIN L100-YEAR HWL: 961.93963.00 FG963.00 FG960961.02 FG961.01 FG961.46 FG1-13 FES1-11 FES1-12 FES1-14 FES9809909829849869889 <br />7 <br />4 <br />9 <br />76 <br />970.47 FG970.50 FG970.50 FGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSANI. FORCEMAINSANI. SERVICE LOCATION34+0035+0036+0037+003 8 +0 0 <br />3 9 +0 0 0+001+002+003+004+005+006+007+008+009+0010+00217TH AVE NW & GABBRO AVESTA: 37+54.21STA: 0+00.00SEWER ZONE 15SEWER ZONE 16SEWER ZONE 17CO VALVECO VALVE3" X 4" X 3" TEEEOF=961.95SSSS9609659709759809859909951000100596096597097598098599099510001005-5+00-4+50-4+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+00980.35 <br />982.4 <br />981.30 <br />982.8 <br />982.54 <br />984.9 <br />984.38 <br />986.7 <br />986.50 <br />982.2 <br />988.46 <br />990.2 <br />989.30 <br />993.5 <br />988.84 <br />990.3 <br />987.25 <br />986.1 <br />985.50 <br />984.2 <br />983.75 <br />983.3 <br />982.00 <br />981.9 <br />980.25 <br />980.2 <br />978.54 <br />978.1 <br />977.11 <br />976.4 <br />976.00 <br />975.9 <br />975.16 <br />975.1 <br />974.37 <br />974.5 -3.50%-1.59%1.90%4.25% <br />STA: 0+00.00 <br />ELEV: 980.345 <br />LOW 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+25.00 <br />ELEV: 979.38' <br />PVT STA: 7+75.00 <br />ELEV: 975.56'LOW POINT STA: 0+50.00, ELEV: 981.30'PVI STA: 1+00.00, ELEV: 982.25'K = 42.64, A.D. = 2.35%'V.C.= 100.00'PVC STA: 0+50.00 <br />ELEV: 981.30' <br />PVT STA: 1+50.00 <br />ELEV: 984.38'HIGH POINT STA: 3+07.26, ELEV: 989.31'PVI STA: 3+00.00, ELEV: 990.75'K = 19.35, A.D. = -7.75%'V.C.= 150.00'PVC STA: 2+25.00 <br />ELEV: 987.56' <br />PVT STA: 3+75.00 <br />ELEV: 988.12'INLET 1-11 FES, INV.=978.70, STA.=0+32.05OUTLET 1-12 FES, INV.= 976.60, STA.=0+36.9067 LF 15"Ø RCP + 2 RCP APRONS @ 3.15%PROPOSED CENTERLINEEXISTING SURFACEZONE 17: 215 LF OF 3"Ø SDR11 HDPEZONE 16: 664 LF OF 3"Ø SDR11 HDPEGRADING <br />GABBRO AVE PLAN & PROFILEC4.82:52 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'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 NSCALE:0'50'100'1"=50'Page 51 of 84