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012 s <br /> T. 2 S. , R.q .. <br /> hl' � SANTA FE ROAD <br /> . . B. 8c M. / <br /> a `• ROAD INDEX FILE YEAR SHEET TOTAL <br /> NQ N0. NO• SHEETS <br /> 035-839 1 1 19621 II <br /> SEC. 23 �*I e, 0/ ado �4 �4j <br /> 4 Q k <br /> Evelyn Lucille Christensen <br /> Const, ry <br /> R 4,407..466'' Orville . Trette Jr, <br /> R : I / / B <br /> 4= 13 046'30 <br /> 0 = I °18' Chester G. 9 H!Ida Snyder <br /> T= 532.39' \� co <br /> L= 1059.64' <br /> �p TRANSITIONLO FULL SUPER • 2 X <br /> Ch - 1057.09" + + <br /> cn <br /> Ch. B¢arinq 3.20021'52 °D I \S C N <br /> t opf c o 1 <br /> C4 <br /> "-' " <br /> 7` n <br /> { l„�PIP '>_sz?39 S¢¢ ShaatNo.15 <br /> Lu <br /> 2 G O I // .2�g <br /> + T, Const. R/W S. 27 15 07 E. for ilt¢raaction <br /> Field Entrance 2, 17 5. 98 <br /> detail. ' <br /> J P �' a.5'A,C.Dike a field Entrance RiN' ` <br /> 11 <br /> — _ <br /> =-- 1— 2 6 7 8 9 190 1 2 ” 3 4 5 6 7 8 9 200 2- 3-4- 5 _8 0 <br /> C.Dike 'in <br /> Field Entrance See Sheet No.15 816 rield Entrance 1 II t¢�at¢ <br /> E><Istlnq PoveMont <br /> for Typical Section, I sCE /"fir. <br /> ""' P•o <br /> 1n to width and + L52139" — — <br /> m co10 <br /> CO <br /> co <br /> j <br /> U CL' O <br /> �— FULL SUPER <br /> TRANSITION Q U + <br /> h BENCH MARK *12 U o of Const <br /> y _ 123 Chiseled o-Yellow- N.E. Corner o <br /> Ih4iea+er Lt. Sta. 180+50 z Chester G. 8; Hilda Snyder R • 4,911.07' <br /> 122 E1_• 126 . 44 ___. N c' - 905944° <br /> 121 T = 429.47' I <br /> O- L - 856.76' <br /> -- ; Chs 855.68' <br /> _ _ Ch.Bearing S. 22 15'1 5 E. <br /> 120 120 — <br /> 119 _ - _. 1 19 <br /> AP <br /> 118 — -_ ------ <br /> 117 <br /> _-- — 1 Scale 1 = 100 <br /> .,.,.. . <br /> k ; <br /> I II7 I, i � 1 1171 . <br /> _ TYPICAL TYPICAL p <br /> B { <br /> SECTION SECTION <br /> 16 <br /> 50 TRANS , ION TRANS{T 50 TRANSITION <br /> _ A _ 115 <br /> i 15 _ _ BENCH M RK'�13 __ . <br /> I TYPICAL <br /> 1 Br, Plate In Conc. Stamped I � I <br /> SECTION „ <br /> r <br /> _ $.LJ.G. Lt. Sta: 206fio7,53 <br /> 114 114 <br /> E.L. 105.22 <br /> 113 t � IOy- <br /> I ` 113___: <br /> 1 112 , ,� I _ 1. 1.,2 <br /> Firllsh¢d S G <br /> rads <br /> 110 <br /> I I0 <br /> . I <br /> I <br /> O. ', <br /> 109 109 <br /> , Cyt <br /> 108 ajl 108 <br /> m <br /> O N .o m <br /> ,n_ '. <br /> 07 In v 107 <br /> p0 to %cit. cv <br /> {( 1. :',- __ : 1. : -- i -. -_;-.. _.. , : 1_.-.. _... „ - , - 1 - -. -._ - : .1r - _. �. -. • -. - - - j '- <br /> 1 106 <br /> 106 <br /> O <br /> 105 105 <br /> C. <br /> I 104 104 <br /> ... ... <br /> _,. . . <br /> r t . ... .. . . .:. r ...-. <br /> 103 103_ . <br /> 1 .. <br /> i 102 <br /> 102 ', I � I , <br /> 101 + , ;. " f 1.01 __ <br /> 1 <br /> : ;. Scale <br /> l00 = 100 <br /> : I 1 100 Hor Orltal <br /> ;. SH <br /> 1 Z <br /> V¢Yt1Ca1 <br /> 99 . ; ' _,_,_ , ,- TOTAL <br /> EXCAVATION 940 525 0 0 76 109 301 0 0 0 176 0 23129 282 1,132. 11269 931 482 107 32 88 683 338 229 118 217 107 7 0 0 10228 <br /> EMBANKMENT 207 443 972 754 661 549 749 1 13383 1 000 1 1,419 1 995 1 896 333 435 1 232 1 207 1 207 1 230 1 422 798 757 1 344 104 1 112 1 139 1 281 1 349 1 567 1 678 1 687 1 17508 <br /> 180 / 1 2 3 4 5 6 7 8 9 190 1 2 3 4 5 6 7 8 9 200 (I 2 3 4 5 6 7 8 9 210 <br />- ? io <br />