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t✓SY - S <br /> Bono SACRAMENTO AEARROADT nt <br /> NO. NC�\� A 01-188 II-I8 V IS-153 1957 6 s�9 TS <br /> ��. <br /> 3 <br /> /y24,s To sof 5t 0uo� qc Construction Z <br /> a <br /> R : 2728.52 Ck R/w <br /> A = 240 T = 593.25 <br /> C = 1159.41 R = 24555.. <br /> 70' <br /> . 4 2 20' <br /> L = 116832 <br /> 3 T - 530.94' <br /> C = 1037.90 o ti Sta. 414450 <br /> S`U N O L : 1045.79' '� p r <br /> Ar A <br /> mition <br /> 1 <br /> \ <br /> i117I \ y rt <br /> x <br /> X�I i xV� <br /> S3, �\ RAW <br /> x —x x—x— — <br /> d x :` �" "--------- 9d--- ----- ------- -- -- �`-13"W- '95-- N O' 3440E------ ---- \\ " 100 - - - - -� <br /> ---N-0,-34'40" E -- -830.94' ----------------- -- --- -- -Construction -NO' 26'40"E =- -1\ 1\^ � � �t"'v - - -- - -- - - - - - - - - -- - - - w <br /> x—x x x x x—x x x—x—xx xx x x <br /> O 'GII <br /> V iz <br /> Ix <br /> z <br /> m T2NR6E T3NR6E <br /> MDBBM MDBBM <br /> Sec. 3 Sec. 34 <br /> /00' <br /> BM 4 BM 9 <br /> I BM i <br /> Chiseled n Eost End B M 2 <br /> Top of 2" Pipe, IS"From <br /> Set Ship Spike inlP Rt ; East Wi4gwall- Bridge Set Ship Spike in IP Rt S. End of W Guardrail <br /> Sta.82+00$ Eley. 22.77 i _ Sta.88*00 EI¢v 25.40 i Sta.9h0.3 8Elev. 23.14 Sta.98*00 Elco 27.28 <br /> , <br /> V. <br /> \ate\ <br /> i <br /> ui I <br /> X61 8s , <br /> N 26 <br /> 26 <br /> �rb o ) YC. \J'G <br /> !oo' ucQ � <br /> 2525vp- <br /> o3z5 <br /> 24 <br /> 24 R, <br /> c i <br /> 23 _ <br /> ._. _ 23 <br /> r a , <br /> 2 _ <br /> 22 <br /> 2 <br /> _ 8 <br /> ;I <br /> . <br /> •q0/5.I Ditch G d¢ Left — <br /> N - - — _ — <br /> - - - -- — —..: <br /> — <br /> —© <br /> 21+ — <br /> 214 <br /> 20 TYPICAL I TYPICAL TYPICAL 20 <br /> SECTION B SECTION SECTION 19B <br /> 19 ; <br /> >, 3 a f <br /> tF <br /> O y` <br /> v 'ti <br /> QZ <br /> Ell <br /> w <br /> v O I <br /> - <br /> { <br /> - . <br /> a SHEET <br /> TOTALS <br /> EXCAVATION 88 46 1 24 21 1 7 1 1 25 1 33 33 19 63 86 69 1 42 1 14 42 28 28 1 9 32 65 42 816 <br /> EMBANKMENT 1 14 32 1 79 74 146 1 250 1 343 1 188 1 393 319 1 255 183 1 148 139 1 III 144 162 148 41 1 74 1 79 46 19 ' 14 1 5 3406 <br /> 9 100 1 2 3 4 5 6 <br /> 80 1 2 3 4 5 6 7 8 9 90 1 2 _ . 3.. ._ ,.... . 4 _. ,.. 5 .. 6 7 B V.. _.. .._.,- .. _....... .m ...... .._ . _,..,, .,, M ..., .., . ,. . ., -_._.... ,. ti. . . v. . ,..__ .. . ...._ <br />