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es <br /> X-SJ-FAS 908 <br /> Finish Roadway Sta. 120+00 to Sta. 150+00 ioa GRANT LINE ROAD 6 <br /> 13 <br /> �CHO EL PESCADERO <br /> Construct Priwte Driveways(Impai Sorrow wO l�netrot onTneat STATE PROJECT NO- <br /> Tr Garden Farms T CALIF, 908(1) 6 <br /> Construct County Road Connection Sta. 128+90 Left Sta. 147+92 Right <br /> Sta. 144+2071 Lt. Place 0.26M.(154 Tons),G26 U.R.B. (139.4 Tons) Sta. 129457 Right Sta. 148+05 Right COUNTY OF SAN JOAOUIN <br /> g Sta. 145+47 Right Stn. 148+08 Left , <br /> Construct City Road Connection Sta. 145+84 Left Sta. 148+59 Left I� - county Engin N' <br /> Sta. 149+76.35 Rt. Place 0.25M. (38 Tons),0.25'U,R,B.(34.6Tons) Sta. 146+37 Right Sta. 149+16 Left gl I22 Civil Engineer License No.104mE <br /> Sta. 146+93 Right Sta. 149+30 Left <br /> P <br /> Sta. Left X11 sl Lv Wm• B. Rickman et al <br /> Antonio M. & Jbse hive L. Ribeiro Marie Gomes I_ E <br /> -•o w <br /> o <br /> I - v <br /> II <br /> vl-°K' + N <br /> v <br /> N NI <br /> 2 25.1 11 11 i i iii I <br /> ii I 1 , � I Ii N.8949E. , 1 11 1I 1 <br /> • ? 1 1 0 , � I ® I 11 93' ::� I I I I I I <br /> g Irriqation Ditch l N.89 47E. 5841 98 Rlw Nip \ I I 2641 : : 11 <br /> WdwcoekL11,1 <br /> I- <br /> TV if <br /> ra i` '�- <br /> c f 1 _ ____ _ ____ _ ___ ___ __ __ _ _ _ ____ _ __ _ -�� ---1L--- -- ---- �i-1�-�'- - o--- <br /> 120- ---I --- -2 - - -- 3 --- 4 --- 5-----6--- -- 7 ---- 8 --- �9 -T-T-130=----I ---- -2 ----3 ---- 4- --- 5-- ---6---- -? - ---5---- 9 ---- 140---- I -----2 - ------ 4 --n8-- --r - 6- --r7-----,.8r---,-- 9 - -�"-"i50 <br /> 4A. <br /> 3 - a <br /> valve i 1 w I 80 i ismriiw i i aialI I I I Q]Ved Area 130 130 <br /> 16' Irriqation Ditch 1 16' Irriqation Ditch <br /> Ccn LU <br /> cn cn e O �1's <br /> x E� Z J �IC4 <br /> na v3 i3 <br /> ztt <br /> QQ Q Cn <br /> � � N c bo qtj V 0.9 �1 <br /> v E 0 <br /> O c; <br /> John Martina Bertolotti TA. R. M. Freitas v "' <br /> w Sec. 20 Sec. 21 STATE OF IFORNIA <br /> T.2 S.,R.SE. -------- ------o . .;os�.x---- <br /> d Approv __�.d� -$}--- 31950 <br /> Assistant State Hig Erpiflow <br /> Scale- I`I�0/ Civil Engineer License Na 3094 <br /> ,t1 1 BM 25 <br /> i �, BM 23 I BMtl�ke �fdce <br /> 4 <br /> BM_;22 <br /> i SetsmpllRR ; I Setsmall RR S ke S face St smal R.R.Sp ke S.face <br /> Set 11 R.RS Ike ,face Set small R R. Ike Sfoce , ; <br /> _ 1 'WCabte`Phle, 18N.SideRd. Tet Cable _ le KsideRd Te.0-abte its": 1 <br /> fief.Cab1 Ible 7ro N. Rd. � , �'et.CabNe F61e'�i N:side Rd. *� � pn <br /> as ta: 4(397 E) 2882 i46+J3 f 2$ i <br /> + 5s <br /> Sic.128+81 Elev.29.E sta.lma 82 Elev 28._ 1 { <br /> Sta.1 2+61 Eley 29. <br /> 38 R Ai)6 D <br /> I <br /> ristruc� :ion <br /> Prof cle Grac�e.is Paveme t_�ral�.af. Of Co � <br /> 025x22 Plan Maxed Surf cinn <br /> _ X ed Rack <br /> i <br /> t !033 8�iJ0 Ot� ShO l Lith 'C Medi fn"SeatCABS _ i <br /> , if( <br /> �j Narllable' m ored Borrow <br /> so <br /> r` <br /> M Gw # <br /> I ; ,, LEVEL G 1 - 28 <br /> _ . ___ , __, _.d_. _ ._., ,.,.._ ,�..._ . <br /> 28 I I LEVEL , _ __ _..... ._ I <br /> _ <br /> _a>Q . <br /> i qo__. 1 F I I 27 <br /> +0. _ l <br /> 27 , _ _ _. <br /> - { -. is {.: .. -. ,. ---.. j j -., ._-. • : P <br /> 1 i ! ALV,. .-. { � 'I i : '. i. _ , 1 - � ': � I y ;.. ', ...: -�.-.--�••--:..,�-- -I s - $ -. <br /> : 26 <br /> , <br /> , <br /> _. <br /> 26 <br /> 25 <br /> 25 <br /> GutterGradeRt�Lt �. <br /> 24 <br /> 24 + i.. <br /> t <br /> I <br /> 23 <br /> , 22 i <br /> i 22 <br /> E 42 <br /> i " f <br /> N <br /> ,.. , _.... OG.I. �... -... ".. - .. <br /> c3 KI , ; y <br /> N { ci �# <br /> _. -.. _. , { ; <br /> Y �,�__," <br /> nt <br /> ml-i„ ....Y,.....,.r._. .. . ..E,.. <br /> �v f, <br /> 811 <br /> , li � r , ,. ! -.. -- ... i _-.:. __.-..• , __- r ,."..:- ,.. _...d ...<. 1. - , {-. , -,.. -..�.. _"_. .fin .�_..._ ... _. _. < - ,.. s _- _� �-, _ ._ __. .-'ig. �r.,.0_ _ _t(.. <br /> , <br /> Road Approach Yi'edage Included in Qual�tities Shown Below <br /> l <br /> TGTALS <br /> I <br /> • 863 1 3 I .5EX CY G , <br /> C.Y. 6i 2 77.6 1 781 75.9 987 8 9 69.0 69.3 71.9 194.7 111.7 69A 232 �19A 9,4 232 19A 15A 30.8 38:6 " 386 34.9" 19.2 7.7 4.0 3.7 0 77 77 7.7 139.1 i <br /> . 0 0 O 0 0 0-_ 0 p 0 0 D Q _0 0 a _' 0 Q : o U &13 10 123.7 I32.r 1601 W BM ons. <br /> IMP, BOR. T 0 _0 <br /> 7 9 130 I 2 3 4 5 6 7 8 9 140 1 2 3 4 5 6 7 8 9 150 <br /> 120 1 2 3 4 5 6 $ <br /> -Q"V f , .iii <br />