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R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WEXISTING R/WPr. 81" X 59" CSPA 140'W INV. 934.46E INV. 934.39Pr. 81" X 59" CSPA 140'W INV. 934.46E INV. 934.39Pr. 81" X 59" CSPA 140'W INV. 934.46E INV. 934.39154th Ave SE <br />36th St SEDRAIN 62WOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWEx. 18" CMP 40'N INV. 938.27S INV. 937.81Ex. 18" CMP 30'N INV. 937.46S INV. 937.26Ex. 18" CMP 30'N INV. 936.14S INV. 935.97Ex. 83"x57" CMPA 53'E INV. 934.73W INV. 934.60Ex. 83"x57" CMPA 53'E INV. 934.73W INV. 934.55Ex. 48" RCP 90'SW INV. 936.22NE INV. 936.22BEGIN PROJECTSTA 53+34.41END PROJECTSTA 62+01.77GRADING TIE LINE(TYP.)R = 57'R = 27'941.48'GRADING TIE LINE(TYP.)BEGIN TAPERSTA 58+71.7118.91' LTBEGIN TAPERSTA 58+71.7118.91' RTEND TAPERSTA 62+01.7712.46' RTEND TAPERSTA 62+01.7712.04' LTEXISTING R/W86'19.35'19.35' <br />12.04' <br />12.46' <br />6'39'27'89'49+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+0075+0076+0092092593093594094595095596092092593093594094595095596050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+0075+00941.92941.86941.70941.20941.50941.10941.50940.95941.85941.05942.15940.99941.83941.07941.51 <br />941.21 <br />941.35 <br />941.20 <br />940.93 <br />941.18 <br />940.51 <br />940.89 <br />940.81 <br />940.86 <br />940.75 <br />940.73 <br />940.57 <br />940.83 <br />940.80 <br />940.80 <br />940.90 <br />940.88 <br />940.40 <br />STA = 53+34.41ELEV = 941.64STA = 58+71.71ELEV = 941.53 <br />STA = 59+71.71ELEV = 941.47 <br />STA = 62+01.77ELEV = 940.51-0.60%-0.05%STA = 53+46.57ELEV = 936.00STA = 56+00.00ELEV = 934.47 <br />STA = 62+01.77ELEV = 934.17 -0.60%-0.05%PROPOSED GROUND @ ℄PVI STA: 54+75.00PVI ELEV: 941.35K: 247.52LVC: 150.00BVCS: 54+00.00BVCE: 941.50EVCS: 55+50.00EVCE: 941.65 PVI STA: 57+00.00PVI ELEV: 942.25K: 121.95LVC: 100.00BVCS: 56+50.00BVCE: 942.05EVCS: 57+50.00EVCE: 942.040.40%-0.21%-0.42%-0.06%-0.42%EXISTING GROUND @ ℄100' ELEVATION TRANSITIONBEGIN FUTUREASPHALT SECTIONPROPOSED LEFT DITCHByDateRevisionNo.FeetScale0N200100100H:\JBN\6000\6006\6006_0152\CAD\Plans\060 - Plan & Profile.dwg-P&P (1)-1/24/2023 8:18 AM-(gcowing)16 PROJECT NO. CB2308SHEETScaleDrawn byDateChecked byJERAMRPLAN & PROFILE1/24/2336TH ST. SE (POTENTIAL FUTURE COUNTY ROAD)CASS COUNTY HIGHWAY DEPARTMENTCASSELTON, NDAS SHOWNHEI NO. 6006-0152LEGEND3" AGGREGATE BASE COURSECL 5 & 7" CRUSHED CONCRETE1/24/2023