Laserfiche WebLink
.� 0 <br /> 906 <br /> ....:.........:..» ....., .......... -_. .. .. . -...: ,,.....�.,.,r.,...... ..... .-,,,n....,.-.«...w.r.,w.,,,:......-.,...,.,,..,,.,,.,...,,..,. .,....,r«.�,,..„.....-,,,,,.:w...,.,.,,.,,:,-,,,.,..r....,:�.�..,,.-'.,.:..,«,.,............«,......:.rr,.««,. «,w..,..,..„a•..�.,«..�..,r...-.,.,r..:,..««,�.,.w+..,,........,.......1•�6r-+..:�.�_ .�-...........,.A„-„�..,+...o.�-.m...=..-,._,.,..,.,,,,.,..�,,...er....'. <br /> ,.. ..,,,.. . -., ,r.... „m.': _.µ...,..+«..,.row,,.... <br /> X-SJ-FAS 908 4 <br /> GRANT LINE ROAD 3 i7 <br /> Finish Roadway Sta. to Sta. 60+00 RANCHO EL PESCADERO ED.Rp° STATE PROJECT NO-1FYE11R� st+EET t <br /> I Y Construct Phvate Driveways(hurt krow with Penetration Treatment �T CALM 908(q 3 32 <br /> Sta. 33+15Left 1�I <br /> i Sta. 37+73 Left Naglee Burk Tract <br /> b <br /> Sta,40+31 Riqht <br /> Sta.48+21 Left <br /> Manuel Sousa Silviera Manuel Sousa Silviera Manuel C. 8 Eva Neves Fred M. Louise E. Van Ness <br /> I <br /> f <br /> P <br /> 1 i i <br /> N.89°50T 1 6482 29' <br /> , 1 - <br /> _- •crown. - crown. •- I crown. I I o <br /> --- ---- - - - --- ---! - - --�-�- - w -- - rn - <br /> 3p -- -- I -----2----- ------ -LS------6--- - -7--- - - I - p -2------3 - - 4----- 5 - -6 jp -7------8- -- --9 -----gQ-- -- - i--- -- 2--- -- 3 - -- -6 <br /> 1 <br /> . i ; croww. <br /> I 1 <br /> a I <br /> [ t <br /> COUNTY OF SAN JOAQUIN <br /> oY ,� <br /> County Engine <br /> vil Engineering Liana Wall <br /> =-- I J. B. Adelaide A. Furtado J.C. Toste Ci <br /> STATE OF C I NIA �5 <br /> ;I Sec. 19 <br /> Die ng.,Dist.X <br /> T.2S.,R.5E. Approved ---MAY- , 1950 <br /> r �� <br /> I <br /> Assistant State Highway ngineer <br /> F <br /> Civil Engineer License No. 3094 <br /> Scale I=100' <br /> BM iV7 i <br /> +' B 9 i 210 ,110 �Will" <br /> 1 { <br /> t s aI RR e:.S. ! e _ al R ' <br /> I _Setsmail{ R.SpiS.face , SetsmaiFRRS ekes:face Sef$maltRR. ikeSface m N S k fmc I Satsm i Sp► Sf�e.. _ ! <br /> 1 <br /> 1 <br /> t <br /> _ <br /> i I ie Pdle X64$Id.slde Ad. T� Cab1e Rite N:Side Rd. Tei: ,,�{e to 6 ##side 9 t. T �e ale tt rde Ct Tel. t4.-&W.--- <br /> Tel. <br /> + 1X3 57- _ gg _ .4 _. ' <br /> Si 3150 EI .24._ Sta.T/#60 Elev. Sta43+48 Etev 113 9+45 F4ey 22. , S .55t4� EI 22 : s _ <br /> € <br /> - i <br /> , <br /> BE <br /> 3 _ <br /> cede G cteat�stt�ctlo _. _. . _ _p .._- .. . ...._ . <br /> _. 7-774 <br /> 22 nt_ 1Xed 5urfo In _ I <br /> fig„ <br /> I f <br /> , ! i rx24�t1ntr tEd_R�k Bt15e. <br /> }��/{� _ <br /> IIGVI - P <br /> aria e l rtea borrow l _ 1 ; <br /> I <br /> 26 <br /> 25 25 <br /> _ - <br /> _ 1 <br /> 24 24 <br /> - <br /> I 23 P: 1 i i _�--+_ --�_ I r � I --;- � 23 <br /> 3 ' <br /> YY I - Gui ter Grdde Rt&Lt ► _ <br /> 22 22 <br /> 21 <br /> 21 <br /> I -- <br /> x <br /> r <br /> : I <br /> r <br /> e <br /> 1. _. 20 <br /> I t <br /> .._. I <br /> Grade Rt Lt. <br /> 19 <br /> 19 If <br /> : r <br /> 18 , I . . I I � � + � 18 <br /> ii r n E <br /> - <br /> R 16 16 <br /> j o I <br /> -5 <br /> 1 <br /> I t S <br /> 1 _ <br /> t ,il�oad_A och : cda e_Inclded I Quan ittels_Sho -8ehow 1 <br /> 1 I <br /> �� 9 , � I , � TOT LS <br /> EXC. CY 26.7 47.8 45.2 3.7 410 63.7 60.4 64.8 43:7 33.3 47.8 48.1 36.7 300 3119 2& 10.4 21.1 7 16.3 20 .6 11. 11.5 7.8 3.7 4.1 3.7 8 I CY. - - - <br /> EMB. CY. 22.2 39. 37,6 35.6 53.1 503 54.0 36.4 217 39.8 40.1 30l 25.0 3 4 2 .I 7 17.6 17.2 13.6 17.2 9.2 22 6.5 9.9 9.6 6.5 3.1 3A 3.1 712. C <br /> IMR BOR. Tons _ -0 __ ____ ff _-- -- __ _ 0 __ 0 ____ __ _ _ _ 0. 0 -0 _0 _ 0 03d 130 1728 123 115 _ x`435 10 4 [223 S�1 107.7 1432 1652 15'4. 14E7 1570: 1905:1 Tons <br /> 30 I 2 3 4 5 6 7 8 9 40 1 2 3 4 5 6 ' 7 8 9 50 I 2 3 4 5 6 7 8 9 60 ". <br /> 9 et. E'_ v u•i'nnRu ''. <br />