Laserfiche WebLink
E1360940.88UGT PEDOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE1360940.88UGT PEDOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE1360940.88UGT PEDOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/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/ET/ET/ET/ET/ET/ET/ER/WR/WR/WR/WT/ET/ET/ET/ET/E36th St SEEXISTING R/WEXISTING R/WPROPOSED R/WDRAIN 6297'EXISTINGDRAIN 62 R/W25'TEMPORARYCONSTRUCTION R/WGRADING TIE LINE(TYP)GRADING TIE LINE(TYP)C1C238'128.44'Ex 30" CMP 27'E INV 937.75W INV 937.68Ex 18" CMP 16'N INV 936.35S INV 936.34Ex 8" PVC 117'N INV 944.02S INV 941.15Ex 8" PVC 14'N INV 946.79S INV 946.95APPROX FIELD TILE(TYP)Ex 15" CMP 40'E INV 941.35W INV 941.058.32' <br />4.41'SECTION LINE(TYP)SECTION LINE(TYP)Sta 27+17.00Pr 24" RCP 46'W INV 939.08 Flared End SectionE INV 939.06 Flared End Section24'PROPOSED R/WTEMPORARYCONSTRUCTION R/W25' <br />10'24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0064' <br />64'92593093594094595095596096592593093594094595095596096525+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+00944.01943.45943.89943.38943.90943.31943.96943.23943.81943.15943.67943.07943.56942.99943.44942.91943.34942.83 <br />943.21 <br />942.75 <br />943.12 <br />942.67 <br />943.15 <br />942.59 <br />942.99 <br />942.51 <br />943.09 <br />942.43 <br />943.13 <br />942.36 <br />943.15 <br />942.30 <br />942.85 <br />942.25 <br />942.29 <br />942.22 <br />943.81 <br />942.18 <br />942.90 <br />942.14 <br />941.26 <br />942.11 <br />940.99 <br />942.07 <br />941.14 <br />942.03 <br />941.18 <br />941.99 -0.08%-0.04%PVI STA: 25+60.00PVI ELEV: 943.50K: 14930.29LVC: 500.00BVCS: 23+10.00BVCE: 943.62EVCS: 28+10.00EVCE: 943.30 <br />PVI STA: 40+50.00PVI ELEV: 942.31K: 7009.87LVC: 300.00BVCS: 39+00.00 <br />BVCE: 942.43 <br />EVCS: 42+00.00 <br />EVCE: 942.25-0.05%-0.23%PVIS: 43+50.00 <br />PVIE: 938.26 PROPOSED GROUND @ ℄PROPOSED RIGHT DITCHEXISTING GROUND @ ℄HORIZONTAL CURVE DATACURVE #C1C2RADIUS9450.00'9450.00'LENGTH260.96'260.09'P.I. STATION41+00.0046+27.46DEGREE0°36'23"0°36'23"TANGENT130.49'130.05'DELTA1.58221.5769H:\JBN\6000\6006\6006_0148\CAD\Plans\060 - Plan & Profile.dwg-P&P (2)-7/25/2022 11:41 AM-(aruud)ByDateRevisionNo.15 PROJECT NO. 6006-0148SHEETScaleDrawn byDateChecked byJERAMRPLAN & PROFILE7/22/2236TH ST. SE (POTENTIAL FUTURE COUNTY ROAD)NORTH DAKOTA SOYBEAN PROCESSORS, LLCCASSELTON, NDAS SHOWNFeetScale0N200100100HEI NO. 6006-0148DocuSign Envelope ID: 01265E38-7FD6-49C0-BF69-E2D3A0C444D47/25/2022