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P. 1. = 20+00.00 ` +53,63 Pall) <br />I. = 120°-29'-35" �x 30+18.00 m 3a,00 1910�g��Z <br />P 198 X' +94,63 �� <br />0 P.C,16+36.09 0 �. = 59°-30'-25° F 29+90.92 = °a <br />PO.T. 12+1629 <br />(P. K. NAIL) y0 (P. K. NAIL) < b`\0 D. = 9°-00'-00" \S� 200' X +14. ° O PT. 39+90.48 <br />b° T. = 363.91' ---------___°° (IRON PIN) <br />m o L. 661.19' oo ea <br />. E. • 96.68' - 3 0°® P. 1,207'k +17.61 h"' �s• <br />R. = 636.62' 9I• -Is' _ � o <br />0 ---- 0 <br />_0 N S, E, = 0.054'/. '� 63.06 d I <br />} <br />UNDERGOUND CABLE <br />MARKER <br />O \ N 49•-45'E, <br />i' P.T. 201"X"+74.63 \ \\ \ <br />M(O 9 STATE OF WISCONSIN <br />X � ` <br />a STATE OF WISCONSIN /� �� - X:' <br />i <br />15" oAK Nsq•� 18 + 70 = �9 �� k <br />Qpm '� 46''\� 10 Q+00.00 / S N h B.M.2 <br />• f i <br />w �.. i x O rn \ �• <br />b , <br />y0y = \\\ <br />13.k I 19+30= �r9 N N \ UNDERGROUND <br />�' V C LE MARKE <br />0 CL <br />s <br />30 <br />O f - <br />c (PK. NAIL) /,�"�• �. / 20 \\ \ <br />+ _ - B.M 3 / Fr <br />Q� _• `,;� i"M ��d�-\ 51--43'-46" <br />l• STATE OF WISCONSIN we <br />- 4 <br />3'- 4 <br />P. 1, 20100.00 1. ?,0 <br />9.-z <br />S y,� r 4cpOS,4 <br />. n p pS.39 UNDERGROUND i' �r <br />P.I. = 201'X'+74.63 P. 1. = 36+53.63 P.I. 207N +17.61 CABLE MARKER we <br />P I. 20+00 Q�y ��\.R ��\ I. = 107°-00'-00° I. = 292°-I I'-26" I. = 251°-41'-26° Ilk <br />o . " " TEMPORARY DITCH , 41+13.66 - <br />BENCH <br />�� ��. � � D = 73 -00'-00° �. - 112° -II -26 D = 71°-41'-26 \ <br />BENCH MARKS Q� 4\ Y,4 \ k0 _ "_ = o_o_ " ! 10 B +15.60 <br />�� ; ,� � O' D 38 00'-00' D. 8 DO'- 00 D `- 12 00'-00 <br />N0. STA. DESCRIPTION ELEV. s� ` P T = 111.57 T. = 1,065,63' T = 344.93 <br />I 17+98 R.R. SPIKE IN P.P. - 7 RT. 869.37 �a L = 192.1 I' L. = 1,402.48 L = 597.42 <br />BEGIN PROJECT PO- o� <br />v� Q. E = 36.79 E. = 567.74 E = 111.68'x' <br />.STA. 12 + 00 2 34+00 R.R. SPIKE IN 30"WALNUT-250'RT, 869.92. ��� ��. . /-.� 1. , STATE OF WISCONSIN <br />3 I I"B"+56 R.R. SPIKE IN P.P.-27'LT. 846.99 a R = 150.78' R. 716.20 R = 477.46' n',\ <br />S.E.= 0.04 S.E. = 0.050'/. SE= 0.03 /. <br />B F R <br />PROJECT SHEET TOtaL <br />NUMBER SHEETS <br />PO -9(81 <br />