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 />
|