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GAG b
<br /> T, 2 S. R,9 E. M, D, R & M,
<br /> SANTA FE 'ROAD
<br /> ROAD FILE SHEET TOTAL
<br /> N0. INDEX N0, YEAR NO. SHEETS
<br /> 376 D35-839 1962 9
<br /> S
<br /> S EC. 14
<br /> Mary Mondo �J
<br /> Jams A. 9 Amanda J. Bonelli � I
<br /> TRANSITION \ FULL SUPER "o ' Helen T
<br /> \ / ly C ren e Brue
<br /> o, e Cochran
<br /> 0
<br /> Mel vip
<br /> x See Sheat No, I Ze/ma Fae
<br /> for intersection 6r°9f�On
<br /> Cont 6 R W S. 46°24'E. 3, 182.66 atal►.
<br /> S Sae Sheaf No. 15 9 16
<br /> for T
<br /> _O -TT �, Raisad Traffic Bots •' VDlcol S� • P.I.
<br /> ,j:2 -m __
<br /> _ R� and Stutbnmy
<br /> _120 1 2 3 4 5-6-7- 8 9 150 1 2 3 4 5 �6 -
<br /> 4
<br /> AW f 8°If #W.5AR 6�--- `7TmNrcoon
<br /> y ^ 8--
<br /> R/W i/ 0.5'A.C.Dille 1
<br /> ko
<br /> 4 A. T. �` S. F. Rollrood R/iY
<br /> 2
<br /> R. R. R/W 01
<br /> a
<br /> o l VO
<br /> + t 163 r
<br /> «n►.
<br /> Q Const. 5 R/W
<br /> o ci Z
<br /> Rx 5,819.65'
<br /> o;° A = 32055122"
<br /> U d
<br /> Vol. 6-267 41 = 0°59'04"
<br /> T= 1,719.59'
<br /> C L � 3,344,05'
<br /> Ch= 3,298.22'
<br /> Ch. Bearingd As built correc&v7s
<br /> S. 29.56'19'E.
<br /> Ix Corrected P.D.h6tdi/�
<br /> i
<br /> _ cn
<br /> Scale 1 = 100, u; ___..
<br /> ! TYPICAL
<br /> TYPICAL TYPICAL
<br /> B SECTION E
<br /> SECTION I' I
<br /> SECTION41
<br /> i 1. I .
<br /> BENCH MARK#9 BENCH MARK*10 Y. _
<br /> I .:
<br /> i e Yellow a To Irri Pain}ec{ Yellow a Toy Irri
<br /> I ; Pa n+ d I° 9 9- 6
<br /> i0 e ox Li. �•1a•f3 +9a
<br /> 1/dive Box �. S I a. 133 5 Vdl 7
<br /> I36. 6' ... _.. .. ...._
<br /> EL. 136.40 EL. 7
<br /> _.. _. „
<br /> 1` . . 140
<br /> rn fr► Cd «.��
<br /> $ n o CO tYJ d
<br /> I40 m «r,, m ao _
<br /> na ,, t T : cr) cn : co
<br /> ,
<br /> a ; _ _.. „i _ ".4a....w. _ ....,�.n^•Y.+„"`. is �•.^.a.uy.. 111 T T •-,..J _..1.. 1 - ,.
<br /> co
<br /> 139
<br /> 139 ,�: ,, , ,n
<br /> I _ _
<br /> - rade — m fr,
<br /> - l=1nl-shad � G � �_ `� — � _ o fi� : 138
<br /> 138 m'
<br /> 137
<br /> 137
<br /> J'.F.
<br /> qt
<br /> ° y m 136
<br /> Irk 0.22 ,
<br /> I m, ,
<br /> 136
<br /> 0 35
<br /> m,
<br /> 135
<br /> '
<br /> 1134
<br /> 34
<br /> g
<br /> I33
<br /> t
<br /> 133
<br /> 132
<br /> 132
<br /> ' 131 I
<br /> 31 --_._ _
<br /> 130
<br /> 130
<br /> 129
<br /> 129 _
<br /> ' I
<br /> i 128
<br /> , I I
<br /> 128Scale
<br /> _
<br /> 1 100 Hor(;ontal _
<br /> i 2 Vertical
<br /> FSH�EETOTAL
<br /> �,>,- 6 4 04 1'71 ,157 , ; 157 167 , 19 4 , 2 04 248 .._�,2.83 403 r;;;5 34 . :_Z 96 �:. . 86 c! 12.
<br /> EXCAVATION 176 139 111 102. 144 157 157 204 241 292 269 157 1 7 2
<br /> 1 3 202, 247 252 261 289 317 347 /2'11 2b6 26b 3415 537 SLti6,53 ; 7b6- Tc6$ 444 e1: '
<br /> EMBANKMENT 165 170 188' 197 . 179 16� 1�0 193 197 1�s 174 17a 174 179 9 140 I 2 3 4.. . . w .. .. 5_ . 6. ,._ .. .. 7"._..,w. . ..,, ". . .9 . . _ 1501
<br /> 2 3 4 5 6 7 8 9 13Q.., 1......_ w, 2 3.. .,, 4. . 5 ,,.. . , w6_...",... .. . 7. . . ..., , .8. .. ... ... . . ..... .. _ w. , . .
<br /> ..... .,_�." ,. , ,...,P.� ,.. 120,�_�.„.__....�._-M„�., . .�._.... �,...�.�., ,.�,�-..w.�......"..W..�..�.,.___�. ,..__ ..rr ..._,r_." .,,. . __..,. . ".-..,,..__. . .. .
<br /> I _.
<br />
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