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945950955960965970975980985990945950955960965970975980985990-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+000.87%3.53%-2.00%4.51%-1.92%STA: 0+25.00ELEV: 952.250 LOW POINT STA: 0+50.00, ELEV: 952.47'PVI STA: 1+00.00, ELEV: 952.90'K = 37.50, A.D. = 2.67%'V.C.= 100.00'PVC STA: 0+50.00ELEV: 952.47'PVT STA: 1+50.00ELEV: 954.67'LOW POINT STA: 4+92.18, ELEV: 954.28'PVI STA: 5+50.00, ELEV: 952.20'K = 46.09, A.D. = 6.51%'V.C.= 300.00'PVC STA: 4+00.00 <br />ELEV: 955.20' <br />PVT STA: 7+00.00 <br />ELEV: 958.96'HIGH POINT STA: 2+70.78, ELEV: 957.24'PVI STA: 2+50.00, ELEV: 958.20'K = 27.11, A.D. = -5.53%'V.C.= 150.00'PVC STA: 1+75.00ELEV: 955.55'PVT STA: 3+25.00ELEV: 956.70'HIGH POINT STA: 11+40.34, ELEV: 975.66'PVI STA: 11+00.00, ELEV: 977.00'K = 31.12, A.D. = -6.43%'V.C.= 200.00'PVC STA: 10+00.00 <br />ELEV: 972.49' <br />PVT STA: 12+00.00 <br />ELEV: 975.08' <br />952.7952.47952.7953.23956.9954.67957.8956.32958.1957.16957.6957.08956.2956.20953.3 <br />955.20 <br />950.8 <br />954.47 <br />949.7 <br />954.28 <br />949.7 <br />954.64 <br />950.9 <br />955.54 <br />953.0 <br />956.98 <br />955.6 <br />958.96 <br />958.3 <br />961.22 <br />960.7 <br />963.47 <br />962.6 <br />965.73 <br />964.3 <br />967.98 <br />967.0 <br />970.24 <br />969.9 <br />972.49 <br />970.8 <br />974.34 <br />972.7 <br />975.39 <br />972.7 <br />975.64 <br />972.8 <br />975.08 <br />974.5 <br />974.12 <br />977.0 INLET 2-9 FES, INV.=950.70, STA.=1+00.15OUTLET 2-10 FES, INV.= 950.25, STA.=1+06.4856 LF 15"Ø RCP + 2 RCP APRONS @ 0.81%INLET 2-7 FES, INV.=951.30, STA.=5+21.29OUTLET 2-8 FES, INV.= 950.50, STA.=5+21.9455 LF 15"Ø RCP + 2 RCP APRONS @ 1.45%PROPOSED CENTERLINEEXISTING SURFACETIE INTO EX. ROADZONE 1: 337 LF OF 2"Ø SDR11 HDPEZONE 2: 577 LF OF 2"Ø SDR11 HDPEZONE 3: 362 LF OF 3"Ø SDR11 HDPEQueen St NW124531239108960970954956956 956958962964 <br />966 <br />968 <br />972 <br />974 <br />974EOF=951.50950950952952VV950950952952 <br />VVSEWOG=962.5(LL=959.7)MIN=952.0DW: 7%DW: 7%DW: 8%DW: 6% <br />DW: 6% <br />DW: 7%DW: 2%DW: <br />6 <br />% <br />D <br />W <br />: <br /> <br />4 <br />%DW: 3%DW: <br />5%DW: 6%DW <br />: <br /> <br />6 <br />%SEWOG=961.0(LL=958.2)MIN=952.0 SEWOG=963.0(LL=960.2)MIN=956.0FBLOG=962.0(LL=954.0)(OPN=956.0)MIN=956.0FBWOG=971.0(LL=963.0)MIN=954.2SEWOG=961.0(LL=958.2)MIN=956.0SEWOG=966.5(LL=963.7)MIN=956.0FBG=973.0(LL=965.0)MIN=956.0FBG=975.0(LL=967.0)MIN=956.0SEWOG=979.0(LL=976.2)MIN=956.0FBWOG=977.0(LL=969.0)MIN=949.3FBWOG=978.0(LL=970.0)MIN=949.3FBWOG=977.0(LL=969.0)MIN=962.51.0%INFILTRATION BASIN E100-YEAR HWL: 960.46INFILTRATION BASIN C100-YEAR HWL: 952.19INFILTRATION BASIN B100-YEAR HWL: 953.95INFILTRATION BASIN A100-YEAR HWL: 951.88EOF=951.5012' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT8' X 8' OF FLEXAMAT952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG952.50 FG9609569569589509489529509529549509529549709729749769782-9 FES2-7 FES2-8 FES2-10 FESSSSSSSSSSSSSSSSSSSSSSSSSSANI. FORCEMAIN952.42 TPSANI. SERVICE LOCATION0+00 1+00 2+003+004+005+006+007+008+009+0010+0011+0012+0013+00974976SEWER ZONE 1SEWER ZONE 2AIR RELEASE VALVEPLUG ENDGRADING <br />QUEEN ST NW PLAN & PROFILEC4.16:10 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 VALVENSCALE: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 />5862808/05/2024SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'Page 87 of 111