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............. ......................... .................. ...... ........... ............. .......... <br /> if'..-41 if�41n—.1--111­1 <br /> WEST LANE <br /> To 2 W.9 R*6 Be Me R Be & Me FED.ROADISTATE 1PROJECT N0.rNCA_L _HEET TOTAL <br /> ,E;RTS, 'I <br /> DIV NO. '0. SHEETS <br /> 7 InALIF I S—SU-406(4) 1196-55 1 <br /> k 41 <br /> COUNTY OF SAN JOAQUIN <br /> Was/ zowe 117ves"ym, "l Co. fe <br /> COUNTY ROAD COM SSIONER <br /> CIVIL ENGINEER LICE E NO. 7077 <br /> K <br /> A.0_r f. _T <br /> jp, <br /> 2� <br /> T ,3N.A. R. MABAM. <br /> 6 4-0.4 7/. ei.4 eli w &A W04 U w �Z;16 ' <br /> ?498. _Z11pey e 5edv1,7,Z117e N?4 V K5�P 5,M.1/6 SECe 3 <br /> Place Xe`�r2VZ_-S-CR. <br /> SEC* 34 <br /> pro <br /> f/ e Z_Ino <br /> 0.bll-le,1471e 6XISI R047eWOy U1 T <br /> F <br /> ep k__ <br /> led= <br /> CORRECTIONS BY MA <br /> 14 . – --—..-- <br /> I*F <br /> ma <br /> F -0 t <br /> NO CHANGES <br /> Zt 6 F 7 <br /> DATE <br /> r-*i <br /> 7: <br /> F <br /> F -*4 <br /> COPYA-9. <br /> -H <br /> F <br /> 134 <br /> R'slocal-C exisil. <br /> 10� <br /> 1.5 E.s Cp, <br /> Profile Line Curve <br /> lb <br /> SEC * 35 <br /> Rdw <br /> Curve Daia <br /> SECo 2 <br /> + <br /> R 74 73- 3.9 (y\ 0� <br /> STA. 306 +18 <br /> 2 " 34 ' R 14x?4.44' .311,4.C. Oyer <br /> 0 N <br /> 6 "41 <br /> T = W 42 STATE OF C LIFORNIA <br /> (_/CO/7: Z CO,40-lel- Conform <br /> CH.= 334. 76 r- 7947Z49L, <br /> L <br /> 334- 78 6# - 4 94 �_9L� 4 DI ENG., DIST X <br /> NOTE : Sta. 306 + 18 to Sta. 437 + 17 �4 APPROVED 1965 <br /> 0*46f <br /> 10 <br /> NOT A PART OF THIS PROJECT ENGINEER <br /> C.E. LICENSE NO. 6522 <br /> .......... ........... <br /> L <br /> TYPICAL <br /> .................. <br /> SECTION <br /> ............. <br /> i E <br /> .......... <br /> ...-A_ ­- _1 -1 111.--m-:-._--.-.. ;r.................... <br /> .............. ....... ------ ............. <br /> J <br /> ..................... .......... <br /> .. ........ <br /> . .............. <br /> A ... ......... A, <br /> ....... ....... <br /> ............. A ...... <br /> vz�1 <br /> J <br /> h <br /> ............... <br /> ........... <br /> j <br /> ............. <br /> IrX <br /> 4 <br /> 30 <br /> 30 <br /> .......... <br /> ............. t ............ ........ <br /> It . ...... <br /> .... ...... <br /> ........... <br /> .......... <br /> 28 Aw- <br /> .......... <br /> 28 <br /> ............. .......... <br /> .......... <br /> 4 T <br /> ............ <br /> U7771777.­­ <br /> J- <br /> + <br /> ................ .......... .......... <br /> 4k . ............. <br /> 26 <br /> 26 T <br /> ............ <br /> ............... <br /> 71 'J P7 <br /> 31 <br /> ........... <br /> co;? <br /> g, <br /> 244 <br /> 24 .......... <br /> ............ <br /> ........... ............. ....... ....... ....... ....... .......................... .......... <br /> .......... <br /> 4- <br /> ........... ...... .......... ........... ------ <br /> ........... .......... ...... .......... <br /> ....... ... <br /> t <br /> 22 22 1 <br /> .......... ...... ............ ................... ........... .............. .......... ...... <br /> V-- ....... ........... <br /> 4------- ....... <br /> j <br /> ........... <br /> ............... ....... <br /> 20 <br /> j 20 <br /> .................. ........... <br /> ............ <br /> .......... ........... ................ ------- ............. ................................ ........... ............ <br /> ............ .............. ......... ....... ....... <br /> 7-7 <br /> ............ 7-1 <br /> j <br /> ........... .............. <br /> .......... <br /> ............. ............. <br /> .......... ...... <br /> -4r <br /> f SHEET <br /> TOTA L <br /> EXCAVATION 171 1642 176 19.0 4000 pdad 204 213 208 o2242 255 4?214 <br /> R <br /> �CCIVCILOUENNTSI NEAR L ICCOEM <br /> P7 7 77z;"r�, F 0�4P <br /> % <br /> "qA <br /> XLI.FORNIA <br /> DI E 0. <br /> r <br /> T <br /> r 14 <br /> EMBANKMENT : SUBSIDENCE 125 14 1 130 1 14 69 1 14, 1 14 74 1,3-9 14 1 1851 14 83 1 bo 1::E19 14 1 2.3 14 1 1 1016 A0 <br /> STAT12N 295 6 7 9 300 2 4 5 6 7 a 9 310 <br />