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B.M. 27 401 <br />65 <br />BENCH MARKS <br />STA . .....ELEV. <br />-DESCRIPTION <br />29'_ UT R.R. SPIKE INTREE972.45.,, <br />28 313 + 10 30LT. R.R. SPIKE IN POLE 97Q 90'_ <br />' <br />191 327+42_',xeRT. R.R_ SPIKE IN POLE 1998.95 <br />wwwwwow <br />J. MEIER <br />PROJECT <br />J. PERTZBORN JR. <br />r C. <br />4 <br />DS 0255(I) <br />//Z <br />Wp <br />_74! <br />- <br />C) <br />C. KALSCHE UR <br />S, <br />4 <br />B.M. 28 <br />r, <br />"A <br />- <br />;oo <br />55' <br />_-- <br />Lj <br />-4 <br />1+ <br />P.I. 328+06-16 <br />510 <br />I 220r-18,-00" <br />A = 400-18-00" <br />STA. 330 + 55 <br />D = 2* -OV <br />..P,. <br />NvMoN <br />PROJECT <br />.MEET <br />mv.§ER <br />10T.1 <br />s.a-. <br />4 <br />DS 0255(I) <br />//Z <br />to <br />EUDT <br />T = 1051.26' 2'X 2" STAKES <br />L = 2015.00' ON FENCE <br />E = 186.76 <br />R = 2864.93! C. KALSCHEUR 549j . <br />SE = 0.056 FT/FT <br />D. GROSSE 14 <br />PC. 317 4 54.90 Pi. M -4-06.16- <br />2"X 2- STAKE Z -X 2" STAKE <br />STA. 300 •00 TO STA. 340+90 <br />UNCL.= 26,544 CY <br />S 54"-46' E (MAG) <br />le X 2* STAKES ON FENCE 5TA. 337 +00.00 <br />W) , t� <br />;r/. =STA 5"S"+00.00 <br />lb <br />C. KALSCHEUR <br />PT. 357 + 69.90 <br />2" X 2" STAKE <br />F.=21,741 C.Y. <br />1050 <br />990 1040 <br />7 V.C,= 830, �VC.-1150' <br />"Ltd0 <br />IDENTICAL'' goo 1030 <br />POI <br />+ <br />Sri 1 <br />0 970 lip 020 <br />Sp. DITCH . q <br />0 <br />PROFILE ORIGINAL GROUND C/L 0 <br />+0 <br />rn,* 1010 <br />STA. 315 4 55 <br />REMOVE Z'X 1.5'CORC. BOX ON PLACE. <br />1- 24" X 64' C.P. REVID._STA. 330 + <br />REMOVE 41004_ X 6'X 56'CONC. BOX IN PLACE � <br />INLET 71.7 DtSCH. 7t.2 It - 720 )t 6e PIPE 'CATTLE P*313 REaty <br />INLET 06.13 DISCH.97.0 <br />990- <br />-990 <br />0 <br />N FD <br />0 <br />'0 2 CC le <br />0 10 19 12 :2 <br />8 9 330 1 2 3 4 335 <br />C. KALSCHE UR <br />4 <br />"A <br />J <br />B.M. 29- cw- <br />+ <br />STA. 330 + 55 <br />REMOVE 4'X 6'X 50'CONC. BOX <br />T = 1051.26' 2'X 2" STAKES <br />L = 2015.00' ON FENCE <br />E = 186.76 <br />R = 2864.93! C. KALSCHEUR 549j . <br />SE = 0.056 FT/FT <br />D. GROSSE 14 <br />PC. 317 4 54.90 Pi. M -4-06.16- <br />2"X 2- STAKE Z -X 2" STAKE <br />STA. 300 •00 TO STA. 340+90 <br />UNCL.= 26,544 CY <br />S 54"-46' E (MAG) <br />le X 2* STAKES ON FENCE 5TA. 337 +00.00 <br />W) , t� <br />;r/. =STA 5"S"+00.00 <br />lb <br />C. KALSCHEUR <br />PT. 357 + 69.90 <br />2" X 2" STAKE <br />F.=21,741 C.Y. <br />1050 <br />990 1040 <br />7 V.C,= 830, �VC.-1150' <br />"Ltd0 <br />IDENTICAL'' goo 1030 <br />POI <br />+ <br />Sri 1 <br />0 970 lip 020 <br />Sp. DITCH . q <br />0 <br />PROFILE ORIGINAL GROUND C/L 0 <br />+0 <br />rn,* 1010 <br />STA. 315 4 55 <br />REMOVE Z'X 1.5'CORC. BOX ON PLACE. <br />1- 24" X 64' C.P. REVID._STA. 330 + <br />REMOVE 41004_ X 6'X 56'CONC. BOX IN PLACE � <br />INLET 71.7 DtSCH. 7t.2 It - 720 )t 6e PIPE 'CATTLE P*313 REaty <br />INLET 06.13 DISCH.97.0 <br />990- <br />-990 <br />0 <br />N FD <br />0 <br />'0 2 CC le <br />0 10 19 12 :2 <br />8 9 330 1 2 3 4 335 <br />