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OHP OHPFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP <br />OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP <br />OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP <br />OHPOHPOHPOHPOHPOHPOHPOHPOHPR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WT/ET/ET/ET/ET/ET/ET/ET/ET/ET/ET/ET/ECOUNTY ROAD 23 <br />36th St SEEXISTING R/WEXISTING R/WPROPOSED R/WDRAIN 6297'EXISTINGDRAIN 62 R/W25'TEMPORARYCONSTRUCTION R/WGRADING TIE LINE(TYP)GRADING TIE LINE(TYP)Sta 1+68.24Pr 24" RCP 74'N INV 940.72 Flap GateS INV 940.81 Flared End SectionSta 5+26.55Pr 24" RCP 72'N INV 940.50 Flap GateS INV 940.59 Flared End SectionSta 9+02.99Pr 24" RCP 66'N INV 939.90 Flap GateS INV 940.00 Flared End Section38'128.17'Ex 36" CMP 45'N INV 941.76S INV 941.42Ex 24" CMP 84'N INV 939.93S INV 939.84Ex 14'x6' Concrete Box Culvert 73'E INV 938.90W INV 938.91Ex 36" CMP 44'N INV 942.98S INV 942.83Ex 36" CMP 44'N INV 942.90S INV 942.74Ex 24" RCP 75'E INV 942.74W INV 942.84Ex 24" CMP 24'N INV 940.95S INV 940.93Ex 24" CMP 97'N INV 940.90S INV 941.24Ex 24" CMP 24'N INV 940.60S INV 940.683.35'3.35'APPROX FIELD TILE(TYP)10:110:138.7'63.76'945.07945.41945.30944.49REMOVE ANDSALVAGE LIGHTSTANDARD8.02' <br />8.28'SECTION LINE(TYP)SECTION LINE(TYP)36'75.56'Sta 6+67.50Pr 24" RCP 58'W INV 940.37 Flared End SectionE INV 940.28 Flared End SectionBEGIN PROJECTSTA 0+26.00RELOCATE LIGHTSTANDARDSTA: 6+73.26OFF: 71.91'0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+009259309359409459509559609659259309359409459509559609650+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00946.28945.25945.65944.65945.33944.55944.88944.50945.24944.46945.40944.41945.26944.36944.98944.32944.71944.27 <br />944.95 <br />944.22 <br />944.89 <br />944.18 <br />944.91 <br />944.13 <br />944.83 <br />944.08 <br />944.62 <br />944.04 <br />944.66 <br />943.99 <br />944.59 <br />943.95 <br />944.43 <br />943.90 <br />944.06 <br />943.85 <br />944.20 <br />943.81 <br />944.11 <br />943.76 <br />944.08 <br />943.71 <br />944.13 <br />943.67 <br />944.20 <br />943.62 <br />944.12 <br />943.57 PVIS: 0+26.00PVIE: 946.06PVI STA: 25+60.00PVI ELEV: 943.50K: 14930.29LVC: 500.00BVCS: 23+10.00 <br />BVCE: 943.62 <br />EVCS: 28+10.00 <br />EVCE: 943.30 PVI STA: 1+45.00PVI ELEV: 944.62K: 171.88LVC: 200.00BVCS: 0+45.00BVCE: 945.83EVCS: 2+45.00EVCE: 944.57-0.84%-0.06%-0.16%PVIS: 0+50.00PVIE: 941.80PVIS: 1+68.24PVIE: 940.81PVIS: 5+26.55PVIE: 940.59PVIS: 9+02.99PVIE: 940.00 Sta 1+68.24Pr 24" RCP 74'N INV 940.72 Flap GateS INV 940.81 Flared End SectionSta 5+26.55Pr 24" RCP 72'N INV 940.50 Flap GateS INV 940.59 Flared End SectionSta 9+02.99Pr 24" RCP 66'N INV 939.90 Flap GateS INV 940.00 Flared End SectionPROPOSED GROUND @ ℄EXISTING GROUND @ ℄PROPOSED RIGHT DITCH100' ELEVATIONTRANSITION-1.21%-0.05%ByDateRevisionNo.FeetScale0N200100100H:\JBN\6000\6006\6006_0148\CAD\Plans\060 - Plan & Profile.dwg-P&P (1)-7/25/2022 11:41 AM-(aruud)14 PROJECT NO. 6006-0148SHEETScaleDrawn byDateChecked byJERAMRPLAN & PROFILE7/22/2236TH ST. SE (POTENTIAL FUTURE COUNTY ROAD)NORTH DAKOTA SOYBEAN PROCESSORS, LLCCASSELTON, NDAS SHOWNHEI NO. 6006-0148DocuSign Envelope ID: 01265E38-7FD6-49C0-BF69-E2D3A0C444D47/25/2022