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9!
<br /> -
<br /> ` T. 2 Se , Re9 E M, D. B. & M, SANTA FE ROAD
<br /> ROA FILE SNEET TOTAL
<br /> N0. INDEX NO• TEAR N0. SHEETS
<br /> 4Q2 D33-839 1962 1
<br /> w SEC.
<br /> 1,
<br /> I
<br /> �n Z
<br /> d o Louis C. Alma M. Davidson, et al Ernest T Elsie J. Sandal I Clarence W. Ruth E. Sandall , et al
<br /> ti
<br /> Elo I,
<br /> Il9 �• <L). r
<br /> GI +i
<br /> N M
<br /> � O
<br /> (v CD Y N
<br /> C Cn y p{[(
<br /> N fl
<br /> N ce
<br /> C61 '
<br /> N
<br /> y�
<br /> C I TY OF E S r✓ALON
<br /> See Sheet Na 15 S 16 3
<br /> for Typical Section, y
<br /> a width and Stationinq
<br /> a/w -9 Const. S. 46°24' E• 9,081.22 � R/w {
<br /> .JJYIv I
<br /> 1 2 3 4 6 7 �! 10 1 2 3 4 5 6 7 8 9 20 1 2 3 4 5 6 7 8 9 30_ Q
<br /> R/W R/Nr o
<br /> L
<br /> A.T. ¢' S.F• fallroad
<br /> I
<br /> cn BEGINNING OF PROJECT
<br /> Ste. 9 *18e78
<br /> K
<br /> a � I
<br /> i
<br /> t � d
<br /> p
<br /> 0
<br /> OI
<br /> c 134515 of Bearings N•E, R/W line of the 1
<br /> A.T• 9 S.F. R.R,) N.46*24'W. by San Joaquin
<br /> County Survey No. 4125.
<br /> Scale 1 "= 100' 1
<br /> i TYPICAL
<br /> I
<br /> - SECTION A ,
<br /> I
<br /> BENCH MARK''1 -_ - -- BENCH MARK*2 — BENCH MARK*8
<br /> Chis. cl Pain+e4 Wht S.E. Cor. - a _ Chts.n Painted Why. In NeadWall Painted Yellow a Top Irriq. Vdlve u5
<br /> Base of Slgnal Box R� Sia 0+85
<br /> X-Dr. Under S.F• R.R. R1:5+d.10�•00 Box Lt. Sia. 26-t 90
<br /> EL. 12-3.12' +_ , EL.. IZO.40EL. •136.19..
<br /> 123 ,
<br /> flnlsh¢d -S Grade ; 123
<br /> I
<br /> 0
<br /> 122 � �, ' � 122
<br /> �.
<br /> 121121 I
<br /> cS m,
<br /> m of _ cr)
<br /> Q
<br /> 120 120
<br /> : 119 � 119
<br /> Conform - 118
<br /> 118 1
<br /> i
<br /> L
<br /> 117 1
<br /> 117 ; . a
<br /> ,
<br /> , r .. ... a ...._..-.
<br /> it
<br /> I I k
<br /> Scale
<br /> I i
<br /> _ 1 100 Horl ontal
<br /> r _
<br /> - « i
<br /> i SHEET
<br /> 1 = 2 Vertical
<br /> TOTAL
<br /> EXCAVATION 184 199 227 26-89-11"21604 26 176 162 167 176 199 199 176 167 157 162 213 2?3 278 232 181 4,27.9
<br /> EMBANKMENT I I I I 1 174 1 210 182 1 149 1 145 1 146 163 1 196 1 205 1 186 1 154 1 163 1 186 1 186 1 182 1 172 1 154 1 140 140 1 145 1 154 3,531
<br /> 01 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 20 1 2 3 4 5 6 7
<br /> �... ...�. .,u, �.�.,.,.�� .. ... �. .,_.,�.w ,�. .... ..,.. ..... __ _. �-,.�.w,..:...�.... ,. .,_. ._. ., .-. _.•.�m_..,. ..._..,. ..,.w� ,._ . ..___..._ . ....v._ . ..�...v..W , .�_ .._,u w ...,.... ....._�., •w,.•a. .. __ ..._ , �..rva ..,. , ,,.,.,. ,� ...._._.n ...,.,". ..._ , ,... .. .. ... .. .. .... ._. rt..._. .. ............ . . . .. .. .. ...... ... . .. . . ,..._ . r.. . _.a, . ., .�......a..Pm.�w ..W. .,._�.�. , -...�..r~.,..,•.
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