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ϵϱϬϵϱϱϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬϵϱϬϵϱϱϵϲϬϵϲϱϵϳϬϵϳϱϵϴϬϵϴϱϵϵϬ25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+003.00%-1.25%6.80%2.14%-3.92%LOW POINT STA: 29+16.95, ELEV: 960.67'PVI STA: 29+00.00, ELEV: 958.50'K = 36.85, A.D. = 6.92%'V.C.= 255.00'PVC STA: 27+72.50ELEV: 963.50'PVT STA: 30+27.50ELEV: 962.32'LOW POINT STA: 33+46.58, ELEV: 963.83'PVI STA: 34+50.00, ELEV: 962.25'K = 37.27, A.D. = 8.05%'V.C.= 300.00'PVC STA: 33+00.00ELEV: 964.12'PVT STA: 36+00.00ELEV: 972.45'HIGH POINT STA: 31+70.59, ELEV: 965.56'PVI STA: 31+50.00, ELEV: 966.00'K = 23.53, A.D. = -4.25%'V.C.= 100.00'PVC STA: 31+00.00ELEV: 964.50'PVT STA: 32+00.00ELEV: 965.38'HIGH POINT STA: 37+75.00, ELEV: 980.86'PVI STA: 37+00.00, ELEV: 979.25'K = 32.21, A.D. = -4.66%'V.C.= 150.00'PVC STA: 36+25.00ELEV: 974.15'PVT STA: 37+75.00ELEV: 980.86'HIGH POINT STA: 26+00.00, ELEV: 969.72'PVI STA: 26+50.00, ELEV: 968.30'K = 92.84, A.D. = -1.08%'V.C.= 100.00'PVC STA: 26+00.00ELEV: 969.72'PVT STA: 27+00.00ELEV: 966.34'971.14972.2969.72968.6968.17968.2966.34969.0964.38967.9962.52964.6961.27958.6960.71955.8960.81957.6961.60962.0963.00968.0964.50969.6965.47967.3965.38965.4964.75965.3964.12963.5963.84961.0964.22957.8965.27955.9966.99956.4969.39960.6972.45964.1975.75968.3978.38975.9980.22981.5981.39985.6982.46986.3END OF PHASE 1 / BEGINING OF PHASE 3STA: 29+95±PROPOSED CENTERLINEEXISTING SURFACEZONE 13: 856 LF OF 3"Ø SDR11 HDPE8' MIN.INLET 1-13 FES, INV.=960.00, STA.=34+00.88OUTLET 1-14 FES, INV.= 959.00, STA.=34+14.3680 LF 15"Ø RCP + 2 RCP APRONS @ 1.26%INLET 2-1 FES, INV.=957.20, STA.=29+36.78OUTLET 2-2 FES, INV.= 956.00, STA.=29+62.1084 LF 15"Ø RCP + 2 RCP APRONS @ 1.42%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%3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)ϯϮϭϳKƵƚůŽƚϭϲKƵƚůŽƚϭϰV960970980956958962964964964966 <br />968 972974976978982984982984VVVVEOF=961.50VV <br />DW: 7%DW: 5%DW: 8%DW: 8%DW: 8%DW: 6%DW: 3%DW: 6%SEWOG=969.0(LL=966.2)MIN=965.0FBLOG=970.5(LL=962.5)(OPN=964.5)MIN=965.0FBLOG=967.0(LL=959.0)(OPN=961.0)MIN=959.6FBLOG=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=981.0(LL=973.0)MIN=965.0SEWOG=968.0(LL=965.2)MIN=959.696095495695896095695896296496624 LF 15"Ø RCP @ 1.89%INFILTRATION BASIN L100-YEAR HWL: 961.95INFILTRATION BASIN J100-YEAR HWL: 958.4912' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT12' X 8' OF FLEXAMAT24' X 8' OF FLEXAMAT956.80 FG963.00 FG963.00 FG963.00 FG963.00 FG960956958960961.02 FG961.02 FG961.45 FG2-1 FES2-2 FES1-13 FES1-11 FES1-12 FES1-15 FESINV.=959.201-16 FESINV.=958.751-14 FES980982984986988 SSMATCH EX. GRADES24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+000+001+002+003+00217TH AVE NW & GABBRO AVESTA: 37+58.63STA: 0+00.00+0+0+00++0+00+0+0+00+0+0+00+0+00+0+0+0+0+0000+00+00+0+0+00+0SEWER ZONE 13SEWER ZONE 17AIR RELCO VALVECO VALVE3" X 4" X 3" TEESSSSS5:1INFILTRATION BASIN K2100-YEAR HWL: 956.5336' X 8' OF FLEXAMAT960952954956958960960954956958953EOF=955.80956.80 FGEOF=960.67SSSSSSSSSSSSSSSSSSEWER SER3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)3" RW GATE VALVE W/TEMPORARY FLUSHING STATION(PER DETAIL)GRADINGϮϭϳd,sEtW>EΘWZK&/>ϰ͘ϭ2:28 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'SCALE:0' 50' 100'1"=50'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. Dahn5862805/27/2025Page 193 of 309