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_ L6 , r <br /> X-SJ-FAS 1293(2) <br /> TIS. RIE. M.D R & M. JACO TONE ROAD <br /> DIM ROAD STATE PROJECT N0. FI CAL S MEET O. N T <br /> /�r 7 CALIF. S- 1293(2) 1961 12 37 <br /> SEC. I �� COUNTY /OF SAN OAOUIN <br /> COUNTY ROAD COMM TONER <br /> CIVIL ENGINEER IICEN M0. 7077 <br /> �EF�OSe/ �I 6' Roherf I� Inez v?eenl Ethel J VOr�'JS STATE OF LIFORNIA <br /> �I Q DIST Ems., Dist X �Q <br /> APPROVED --_ _1961 ` <br /> T_. ..._...., I h hl�� I 111 <br /> Civil Engineer License No. 1603 <br /> aAwl. 6"/y`Y S/;?,?"w oap.?.SS' ° o Cc�s� �" �iY S/'•?.�%D"E .x¢/95, <br /> Oroin Ditch <br /> U.S.C.E. Mon. <br /> C.Dike - - - LA.C. -. .- <br /> l r_a _ - <br /> � i � ', o%� - / �_��_, 3 4 s B � g .9 /G+�D / 4 �t 6 7 ll Q•—�QSO / .3 Q ,�' 6 7 /lrf0 <br /> rd `,3 <br /> 'f/� Ditches ^ �o� 'p�iy �o/v� Irri� Ditch Pump <br /> ;` w �SYonCptpe o <br /> Pump <br /> I uj <br /> Y <br /> J I 4 a. <br /> {, 7 <br /> le /0/7 l�Y. Ifo/sem of al <br /> 0 George E. 6' leno Tfiornoson i((oise� �' �zo6ofh Gb�rs F <br /> F <br /> SEC. 1 k <br /> T 1 S. R.7E. MDR &M. <br /> 7T <br /> 77T <br /> MV <br /> TYPICAL TYPICAL -- -- -- - :: - - - -:__ TYPICAL - <br /> _.. SECTION A SECTION B - --- - _ <br /> -_ - _._. _____ - _--- SECTION C T I O N <br /> 1 - - --- - - _ - ------- <br /> _7_: <br /> - <br /> 57-___j___-_.._..... <br /> 56 <br /> 56 - - -- - <br /> __ -- - - ---- z - - -- - -- 55 <br /> - <br /> 55 .. ....... <br /> --- <br /> 54 <br /> 54 <br /> 53 <br /> e -- _-...._..__ —__--- --_. <br /> *7117 4 or <br /> - -- -- <br /> 52 <br /> 52 <br /> tin <br /> - <br /> - - <br /> -- - - <br /> - - - - - <br /> � ... - _4 - ti - - __ _ <br /> ._ _ - _ -� --- - - - -- - ; - _ - - - i --- - <br /> IL <br /> Y <br /> - <br /> - , E� oo �Cc <br /> - _. .� <br /> . <br /> AZN <br /> tit <br /> - 1 - - - <br /> -- <br /> . V1 , <br /> ___.. - - - - SHEET <br /> rh <br /> -. TOTALS <br /> i <br /> 12, EXCAVATION /OZ /94 /73 1 255 1 /90 1 76 /57 /53 1 /62 /53 134 //6 //6 /O6 I9? 93 93 106 125 /39 1 167 204 23/ 1 204 1 /7 / 1 /62 /62 1 208 2/3 /85 1 474 7 C. Y <br /> EMBANKMENT I /// 56 46 1 28 1 47 1 5/ 93 /02 1 74 79 93 /OZ 1 93 97 1 /// /// /02 1 79 1 5/ 42 1 32 46 46 1 42 1 56 1 60 60 1 37 37 42 1 2026 CY <br /> 1030 1 2 3 4 5 6 7 8 9 1040 1 2 3 4 5 6 7 8 9 1050 1 2 3 4 5 6 7 8 1060 <br /> J _ � -7 f'LATt ; PLAN PROFILE O.P H.$R-F.STANDARD 62—/0IV246 O <br /> ® <br /> KrUFFH & F45k-R fS(, NEW YORK. -. - --- - <br />