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A PORTION OF THE E 1 2 SEC. 32 MP. 29 N. RGE. 5 E. W M, .
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<br /> HIGH POINT ECEV - 29.46 s _.23.38
<br /> HIGH PO/NT STA = 20f50.68 LOW POINT ELEV= 2750 HIGH POINT E.
<br /> = 2803 LOW POINT ELEV
<br /> x PI9 STA =" 20t50.00 LOW POINT STA = 22t71.45 HIGH POINT STA = 23f49.99 LOW POINT STA = 28f37.96 •
<br /> PV/ ECEV = 29.59 PW STA = 22t71.45; Pt9 STA 23t50.00 a E PVl STA = 28f42.95 .
<br /> 50' Pt4 ELEV = 27.37 PV £LEV = 28.16 P� ELEV = 23.23
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<br /> 18+50 19+00 19+50 20+00 20+50 21+00 21 f50 22*00 22+50 23+00 2,3150 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+-50 29+00 29- 50 30+00 30+50 z -
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<br /> ROAD 'B' ("' " 0w
<br /> 1" = 40' HOR/Z. 1" = 5' VERT.
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<br /> __. .... . . _ _ _.. P NT ELEV 26 52 4
<br /> HIGH POINT E1£V'= 30.50 LOW OI =
<br /> HIGH POINT STA = 33t42.T5 LOW POINT STA = 37t6Q 64
<br /> PYl STA = 33t37.75 PYl STA = 37t65.64
<br /> PV! ECEV = 30.65 Pt? ELEV = 26.37
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<br /> 30f50 317,-00 311-50 32+00 32+50 33100 33+50 34*00 34+50 35,-00 35150 36+00 36+50 37+00 .37+50 38+00 38+50 39-100 SHEET OF ..
<br /> C5.22 60
<br /> ROAD 'B' .
<br /> PROJECT NUMBER
<br /> 1" = 40' HOR/Z. 1" = 5' VERT 12156S
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