Laserfiche WebLink
9609659709759809859909951000100596096597097598098599099510001005-2+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+0010+5011+0011+5012+00974.24974.2971.61971.6974.18974.2976.80976.8981.73981.7979.38979.4 <br />972.83 <br />972.8 <br />972.86 <br />972.9 <br />981.50 <br />981.5 <br />985.17 <br />985.2 <br />984.64 <br />984.6 <br />979.77 <br />979.8 <br />977.41 <br />977.4 <br />975.80 <br />975.8 <br />974.85 <br />974.9 <br />975.16 <br />975.2 <br />975.60 <br />975.6 <br />976.22 <br />976.2 <br />977.06 <br />977.1 <br />978.34 <br />978.3 <br />979.30 <br />979.3 <br />979.75 <br />979.7 <br />979.97 <br />980.0 <br />980.24 <br />980.2 -2.62%2.44%1.00%1.77%0.90%STA: 0+00.00ELEV: 977.201 <br />LOW POINT STA: 7+78.38, ELEV: 975.76'PVI STA: 7+75.00, ELEV: 974.50'K = 39.53, A.D. = 5.06%'V.C.= 200.00'PVC STA: 6+75.00 <br />ELEV: 977.12' <br />PVT STA: 8+75.00 <br />ELEV: 976.94'HIGH POINT STA: 4+13.40, ELEV: 982.50'PVI STA: 4+50.00, ELEV: 983.00'K = 42.67, A.D. = -3.52%'V.C.= 150.00'PVC STA: 3+75.00 <br />ELEV: 982.32' <br />PVT STA: 5+25.00 <br />ELEV: 981.04'HIGH POINT STA: 10+75.00, ELEV: 980.75'PVI STA: 10+00.00, ELEV: 980.00'K = 103.85, A.D. = -1.44%'V.C.= 150.00'PVC STA: 9+25.00 <br />ELEV: 978.17' <br />PVT STA: 10+75.00 <br />ELEV: 980.75'HIGH POINT STA: 2+50.00, ELEV: 981.20'PVI STA: 2+00.00, ELEV: 980.75'K = 114.32, A.D. = -0.87%'V.C.= 100.00'PVC STA: 1+50.00ELEV: 979.86'PVT STA: 2+50.00ELEV: 981.20'PROPOSED CENTERLINEEXISTING SURFACEZONE 11: 367 LF OF 3"Ø SDR11 HDPEZONE 10: 644 LF OF 3"Ø SDR11 HDPE217th Ave NWRiebeck St13151411125910127111861716970968 972 974 976976980 <br />980980976976978978978982982 <br />982 982972 <br />972 <br />974 <br />974 <br />976 <br />970 <br />970 <br />972 <br />972 <br />972EOF=971.50DW: 7%DW: 7%DW: 7% <br />DW: 7% <br />DW: 2% <br />DW: 7% <br />DW: 5% <br />DW: 7% <br />DW: 7% <br />DW: <br />7 <br />% <br />DW <br />: <br /> <br />6 <br />% <br />D <br />W <br />: <br /> <br />6 <br />% <br />D <br />W <br />: <br /> <br />7 <br />% <br />DW <br />: <br /> <br />5%DW: <br />6%DW: <br /> 5%DW: 4%DW: 6%DW: 3%DW: 7%FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=952.0FBWOG=986.0(LL=978.0)MIN=952.0FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=990.0(LL=987.2)MIN=962.5SEWOG=988.0(LL=985.2)MIN=977.2FBWOG=983.0(LL=975.0)MIN=952.0SEWOG=982.0(LL=979.2)MIN=977.2FBWOG=982.5(LL=974.5)MIN=974.2SEWOG=981.0(LL=978.2)MIN=977.2SEWOG=982.0(LL=979.2)MIN=977.2FBLOG=980.0(LL=972.0)(OPN=974.0)MIN=952.0FBWOG=979.0(LL=971.0)MIN=954.4FBWOG=970.0(LL=962.0)MIN=954.4SEWOG=978.0(LL=975.2)MIN=952.0FBLOG=981.0(LL=973.0)(OPN=975.0)MIN=974.2FBWOG=984.0(LL=976.0)MIN=952.0SEWOG=985.0(LL=982.2)MIN=977.2SEWOG=984.5(LL=981.7)MIN=977.2FBWOG=986.0(LL=978.0)MIN=952.0G=985.5(LL=982.7)MIN=977.2FBLOG=985.0(LL=977.0)(OPN=979.0)MIN=962.5DW: 2% <br />971.5 <br />969.0INFILTRATION BASIN K100-YEAR HWL: 958.06INFILTRATION BASIN G100-YEAR HWL: 975.14INFILTRATION BASIN H100-YEAR HWL: 972.1512' X 8' OF FLEXAMAT980975.00 FG975.00 FG973.00 FG973.00 FG973.00 FG973.00 FG970968972974976978 980976978982984SSSSSS <br />SSSSSSSSSSSSSSSSSS <br />S <br />S <br />SSSSSSSSSSSSSANI. FORCE MAINSANI. SERVICE LOCATION21+0022+0023+0024+0025+0026+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00217TH AVE NW & RIEBECK STSTA: 23+22.02STA: 0+00.00SEWER ZONE 9SEWER ZONE 10SEWER ZONE 11SEWER ZONE 12AIR RELEASE VALVECO VALVECO VALVE3" X 3" TEEGRADING <br />RIEBECK ST PLAN & PROFILEC4.66:12 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 92 of 111