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X-SJ-FAS 906 <br /> DURHAM FERRY ROAD <br /> c� <br /> 'RI�Se STATE PROJECT NO. ARS SHN-r $�p��►}s <br /> Sec. 25 Sec. 24 7 OALiF. DS-906(2) 1959 6v L3 <br /> US- R IGE. COUNTY OF, <br /> SAN"AQUIN <br /> �ounnyy 00 Gomm or <br /> Civil Engineer Li__ 7077 <br /> a. /. THRAN <br /> F. AUFOERMAUR ~- <br /> 1,InIEg8II <br /> a it <br /> Cj,�n-.' <br /> I <br /> V <br /> gQ <br /> _(__.4.-�IH�Pta._-t•�Y_-_-._--__::..%._.._-_�--_iy-+__,_o_..�',;:�._t_y_I.-'-__-H-_I_.r_�_I--.I_—_V�J�_._- <br /> .---��115::._-1._-.l�o-a-,�mE{rIIII'---__-.___---_-IIIt-qa�•<III ti---II:-cre—N�'.-wIiI p~:-,-lRN1f.},:1,If!1i i�.W-____x__—_._c_h�>�.—�.1_}5—.GQ�%.wI f—1{1:y'�-_..a.%7_-�—E— <br /> -. <br /> ,'rIIj,}�_...�._'__K.__-__-M%m1flIa.._:��_%.�r��7_-W-___f.o%.-�_�de—_.__.f%.iII,,I�-_-__-1II�1—____._%_.__-_�.Ca_IIIII--_.. -_--_-__X._•--.—._-.-{,+I�CtI€�•-}._�__--__Y-�-1, i--_.._Y-��.. -I!,[ <br /> .._.%��-._%--�___-%�:{�,,I,,-�..__dr}_.-n�_«%.—'�_�,_.-Nc�-,.�_.•Y%'O�-LC�I! _u��_�VfV_c�.-t�Nv+5_l�yl,-yIiI_.,.J tu'_NN•s.��iI-IIiIn-_,I <br /> . <br /> - <br /> �!.%rl_W_---i-A_-_-•.W.R.8t-_'f-If.- <br /> _.dy^__♦�erI_i_ <br /> �� <br /> L�WJJJJQev; ConskLindCnal Entruction-----N312 28747_-- ------------ ------g- <br /> r a_-- <br /> II-I- <br /> - <br /> ♦`Gr5IIIIa <br /> �I•-.o��-. <br /> _o0O•__-mm__ <br /> -1 <br /> %-3 <br /> p <br /> ,CI <br /> ;1 <br /> I <br /> :---%.-, <br /> .o_--o-7-------8-------9- - ;T-110 �1 -- ; 2-------3 - ----4 -------5------- -----7-------8-------9----- -120-T----,I- - ------- -713-------- <br /> tome,#__�1 - - -x— I #-' -a R/ YProdw StaWdK-5 <br /> 40 hWCO.W T <br /> 4 id F. a R. S. TAVARES ✓ENN/NGS B. W/LSOMANUEL A. & ALDENA TELLES PETER Q 7ELORES VANETT/ THOMAS W6 /DA M. WALS�� <br /> H <br /> Sec. 30 See. 19 STATE OF CALIFORNIA <br /> Dist Eng. Dist ._r <br /> .—..X <br /> Approve Ui <br /> .. <br /> _-_ <br /> -1{IrII t <br /> I <br /> 19 <br /> 5—__... <br /> .8 <br /> - <br /> Na.S610 <br /> Scale 1100 BM-24 BIX 22 B.M2BM-20 B.M.-21 <br /> Ship SpKe in PPRtShp $oKe in PPRtShip Sptm PPRt. Ship $oile in Same PRt <br /> Top of Iron Pin in SW Cor <br /> Ste 106000 Eley ?A5d Sta. 111*30 Eley26.88 Sta.116*80 Elev232Sto. 122#00 Elev 21.14' Sta127.05 Elev. 21.76 <br /> 29 <br /> 29 tom• <br /> Ci <br /> N i N26 NN tN <br /> 26 <br /> 0 � miv cv <br /> _ <br /> .�2.._424 An 2 <br /> D1 N ot <br /> . N2_f2 21 <br /> 22 <br /> # <br /> 20 <br /> 19 19 <br /> S 4 rQ <br /> s18 <br /> — <br /> N flf4111inrn cc <br /> 17 <br /> ---__-'- .�_ g � _ } <br /> +t +, SHEET TOTALJMl j _ <br /> -_.. <br /> 48 <br /> .. <br /> , <br /> ... <br /> 1 <br /> 1`. <br /> 0 2 2 0 O 0 3 6 10 2 <br /> EXCAVATION II 0 0 I 64 403 580 327 88 I I I 0 4 20 1544 <br /> I ! 9 f EMBANKMENT 152 295 324 297 140 1 0 0 82 176 1 183 1 199 212 160 103 126 172 1 172 131 T4 61 65 41 34 3200 <br /> 106 7 8 9 110 1 2 3 4 5 6 7 8 9 120 1 2 3 4 5 6 7 8 9 130 <br /> rrc�Fl-Y r x3:_u $ bHw NS <br /> r <br />