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15'lZ'-S <br /> T. Z S. , R.9 E. M. D. B. M. SANTA FE ROAD <br /> i ROAD FILE SH ET TOTAL <br /> N0 <br /> INDEX NO YEAR N0 SNEETS <br /> ` E �- � O 376 035—B39 1962 7 <br /> S <br /> r <br /> { <br /> , <br /> Thomas W. 9 Eloise E. Murphy Kenneth R. Vedia L. Long ��,/ Vincent Myrtle <br /> I <br /> Berg $ <br /> 0 N <br /> , <br /> s- Xo?ora .) <br /> O x ,po oio�`�rox <br /> 0 <br /> 9 a xo See Sheet No.114 <br /> See Sh¢etNo.156r16 See Sheet No. 14 for intersection <br /> ' for T Ical Section, <br /> for intersection ; <br /> WZ RAN, <br /> width 6- T.W. Murphy detail. Const $. 46'24'E. 9,0$1 . 22 " detail. RAW <br /> J <br /> J� <br /> J� <br /> 60 1-2-3- 4-5 6 7 8 9 70 1 7 8 9 80 1 2 3 4 5 6-7-8- <br /> 3-4- 5- 6 <br /> �o R/W \ RAN o <br /> h <br /> b A. T• S. F. Ra!/road b I <br /> R. R. R/W R. R, R/W I <br /> : I <br /> 1 <br /> r <br /> E <br /> t' <br /> 1 . <br /> Scale 111= 100' <br /> 1 , <br /> I <br /> r <br /> r � , <br /> 1 F 1 <br /> TY ICAL I , <br /> SECTION A <br /> _ €I <br /> co <br /> u� Q <br /> yF CIO- <br /> BENCH ' Cr <br /> MARK*4 BENCHMARK <br /> 5 .'�s> <br /> Chls. o Te Cone, HA.'Wall W.E.. Chis. m S.E.Cor. Com.5ase h tit cn �, p;, O m m "'' <br /> Cor. pH�arco�o R#. S�a.71+53 X10991 R+ S+d. 79+50 u� o o _ c» m <br /> 132 , ro — ,._.. 132 <br /> EL. 129.85 EL. 132.34 CA Q . co <br /> T r € <br /> 1 <br /> . I 31 131 <br /> m NCO <br /> Finished T. Grad¢ +6 g <br /> l <br /> 130 130 <br /> : g <br /> n_ q <br /> 129 I I 129. . <br /> — a ! _I <br /> 128 128 <br /> 127 127 <br /> 126 <br /> 126 <br /> , <br /> ; <br /> : <br /> 1 <br /> ; I , <br /> 1 <br /> , 1 <br /> s_: <br /> 5 <br /> I <br /> .. 1' „ ; . .. s......... .... a_ [ ...... ........a .... ...... .... ., ....,. .. ...,... .._ .,. _.. „ I, .... _... .. .._ ..... ....._ :.... _.. .. .. , .. <br /> i x <br /> Scale <br /> I t 100 Hort ontal <br /> lll= 2' Vertical SHEET <br /> _ TOTAL <br /> EXCAVATION 278 250 250 255 255 264 278 259 245 241 456 227 185 185 190 126 171 204 222. 218 218 208 204 204 199 199 194 269 181 199 -6„884 <br /> EMBANKMENT 145 1 145 145 140 145 1 145 140 1 140 1 140 145 1 145 1 145 1 154 154 1 154 172 . 186 169 149 1 1146 1 145 159 168 168 163 154 1163 .186 191 177 4,677 <br /> 60 1 2 4 5 6 7 8 9 70 1 2 3 4 5 6 7 8 9 80 I 2 3 4 5 6 7 <br />