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991 -M <br /> WASHINGTON STREET <br /> 11OA,O INDEX I FILE IYEAR SHEET TOTAL <br /> NO <br /> Z.-K <br /> 5-L 27-L 23 R [M 1955 1 5 <br /> Z <br /> lil <br /> > tj w0 > > <br /> > -J > > <br /> U) < Lj < f <br /> > ow U) z <br /> 0 <br /> LJ w <br /> CY) It <br /> U in cc Z M <br /> -i <br /> :> <br /> LU M <br /> z z <br /> -i cc a LU <br /> + <br /> Z <br /> N. 710 4 fi E. 2,0 43.0" <br /> 3 4 5 6 T a 9 10+00 1 2 3 4 61 7 9 20+00 1 1 2 3 4 5 6 7 a 9 30400 <br /> Id i5to. 0 + 00 COUNTY OF SAN JOAQUIN <br /> Beginning of Project Submitted:— JULY ?Z <br /> < — , 1955 <br /> 7 <br /> r <br /> ra <br /> adley <br /> H R.E.70(" <br /> County Road CommlssloJ <br /> Approved; — __�JULY 22, - - , 1955 <br /> C. B. Bull, Chairman <br /> Board of Supe)rvisors <br /> SCALE : I = 100 San Joaquin County <br /> BM- 26 8M-25 BM-24 BM-23 BM- 3 BM- BM- 16 BM- 17 BM- 18 BM- 19 i BM-20 <br /> D chlatit in haall-Rt. Ship Spike-RF.-S.E. car. R.R. 5 pike-J.P. -S.E.car. hip Spike-J.R-5.E.cor. R.R.R.R. 5 pike -.1P.- S.E. E-car R. R.M- R- Spike-JF-6-We., R.R. Spike-J. P�S.E. car. R R. Spike-J.P.-S.W.cor. K.R. Spike-J.P.-S.E. cor. <br /> ------ R.R. Spike-J.P.-S.E-car. R. R.H. Ft. Spike -J.P.- S. <br /> T --T <br /> St.a. 0-10 Elev. 111.60 5ta.2+75 Elev. 11].IS Sta. 5+85 Elev. 111.46 Sta.8+89 Elev- 119.94 34 a. 11+80 Elev. 111.60 Sta.144:91 Efev [12.17 Sic. IT+79 Elev. 119.63 Sta. ZO-19 EI,v. 111.85 Sto. 23+48 El*v. 114.35 Sta 25+90 Elev. 11,111.63 Sta.'MIS Elev. 114.85 <br /> :----------- <br /> 4 4 <br /> _ I I 1 { _ P ;- — a <br /> -A a— ...........J.I..........! -----------....... .......... <br /> 117 <br /> .......... .---- -------- <br /> ------------- --------- -J ....... ...... <br /> Jt7 <br /> --- --- --------- --- --- - ---------- ----------- -—------- ..... ------ -------- <br /> 6 <br /> .......... -- ------ <br /> J! <br /> ---------- <br /> 4 (14 <br /> ............. ----- - ------- ...... 7—------ ....... ------- <br /> IP 7- <br /> ------- --- <br /> ------------ ------ ------- <br /> j <br /> + <br /> ------ ----------------- ....... ------- -------- - <br /> r6 I 11'S f I-d <br /> F nished <br /> AIL- J .. ....... ----------- ---------- <br /> ---------- ... <br /> J1 <br /> --- --------- <br /> t <br /> z <br /> L -1 <br /> .... ............ ------ <br /> -CL1 JJAV <br /> F <br /> t <br /> -4, ...... ......... . ..... j <br /> --- ------- ------ ...... ------- <br /> -- -- ------- -------- -- ------ ---------....... ....... ---------- L ------- 4 <br /> ----------- is <br /> !SH EETJ <br /> [ TOTAL, <br /> Excavation 157 1 60 65 74 69 60 66 56 51 1 42 37 51 60 60 1 65 -60 56 1 74 1 83 79 Be 93 93 107 1 130 1 162 1 194 190 176 1 157 1 2709 Cu. Yard$ <br /> Embankment 1 46 1 93 T9 56 51 74 93 107 1 144 1 167 1 144 1 102 1 88 83 1 97 130 139 1 102 1 69 60 1 42 1 66 79 46 1 28 1 14 1 0 5 5 1 9 1 2217 Cu. Yards <br /> 0+00 1 2 3 4 5 6 7 8 9 10+00 1 2 3 4 5 61 7 8 9 20+00 1 2 3 4 5 6 7 a 9 30400 <br /> PI-A7 r IJ4 1: It 1: <br /> & <br /> v , Lc vft 4 rst n' <br /> �­7 <br />