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1ϭϲϭϱϭϰϭϯϭϮKƵƚůŽƚϭ970980964966968972974976978982984982 <br />984 <br />VVVVDW: 8%DW: 6%DW: 3%DW: 6%2)5.0 <br />FBLO <br />G=97 <br />1. <br />0 <br />(LL=96 <br />3.0)(OPN=9 <br />65. <br />0) <br />MIN=9 <br />6 <br />5. <br />0 FBWO <br />G=97 <br />3.0(LL=9 <br />6 <br />5.0) <br />MIN=965. <br />0 <br />FBWO <br />G=979. <br />3 <br />(LL=97 <br />1. <br />3) <br />MIN=9 <br />6 <br />5. <br />0 <br />FBWO <br />G=981.0 <br />(LL=973.0 <br />) <br />MIN=965.0 <br />FBW <br />G=99(LL=982MIN=96960956958962964966INFILTRATION BASIN L100-YEAR HWL: 961.95963.00 FG963.00 FG960961.02 FG961.02 FG961.45 FG1-13 FES1-11 FES1-12 FES1-14 FES980982984986988SS3 4 +0 0 <br />3 5 +00 <br />3 6 +0 0 <br />3 7 +0 0 38+0039+000+001+002+003+004+005+006+007+008+009+00 1 0 +0 0 <br />217TH AVE NW & GABBRO AVESTA: 37+58.63STA: 0+00.00+0+0+++0++0+0+0++00+0+0++0+00+0+0+0+00++000+00+0+0++0+000SEWER ZONE 17CO VALVECO VALVE3" X 4" X 3" TEEEOF=961.95SSS <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S SEWER SERVICE FOR FUTURE LOT3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)ϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϭϬϬϬϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϵϱϭϬϬϬ-5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00980.46982.4981.36982.8982.56984.9984.38986.7986.50982.2988.46990.2989.30993.5988.84990.3987.25986.1985.50984.2983.75983.3982.00981.9980.25980.2978.54978.1977.11976.4976.00975.9975.16975.1974.37974.5-3.50%-1.59%1.79%4.25%STA: 0+00.00ELEV: 980.465LOW 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+25.00ELEV: 979.38'PVT STA: 7+75.00ELEV: 975.56'LOW POINT STA: 0+50.00, ELEV: 981.36'PVI STA: 1+00.00, ELEV: 982.25'K = 40.57, A.D. = 2.46%'V.C.= 100.00'PVC STA: 0+50.00ELEV: 981.36'PVT STA: 1+50.00ELEV: 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+25.00ELEV: 987.56'PVT STA: 3+75.00ELEV: 988.12'PROPOSED CENTERLINEEXISTING SURFACEZONE 17: 110 LF OF 3"Ø SDR11 HDPEINLET 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%3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)END OF PHASE 1 / BEGINING OF PHASE 2STA: 0+60±GRADING'ZKsW>EΘWZK&/>ϰ͘ϱ2:30 PMN:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\Phase 1 CAD\P1 Grading Profiles.dwg5/27/2025VV <br />SVPROPOSED SANITARY SERVICEPROPOSED FLARED END SECITONPROPOSED SANITARY FORCEMAINPROPOSED STORM SEWERPROPOSED CONTOUR>'E͗PROPOSED FLEXAMAT CONCRETE MATSTART/END OF SEWER ZONECLEANOUT VALVEAIR RELEASE VALVESCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^,dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.DKt^tdEs>KWDEdϭ^d/d/KEŝƚLJŽĨůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE05/27/202524-0120.00MJM, CJDMJMMJM1 05/27/2025 1ST ADDITION PLANSI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.Signed:Date: Lic. No.Christopher J. Dahn5862805/27/2025SCALE:0' 50' 100'1"=50'Page 197 of 309