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UPS <br /> Construct Private Driveways T.� 5. R. 9 EESCALON-SELLOTA ROAD Na 156 <br /> . ` � <br /> d <br /> (Penetration <br /> p 'on Treatment) a$ al K INDEX: E 35 TO 37 Va <br /> St t on <br /> Rt. SeC. 1.6 <br /> Mn- <br /> 127+94 �� SHEET 7 OF 9 SHEETS <br /> a� d � <br /> �IOIC O = <br /> dl C`I x <br /> R/fY a16� 19 OP %ft CA FA CA <br /> R/W ,.� d I� `�.4• <br /> m -- - - ---- -- - - ---- ---- -- - - {-- - --- — --m <br /> 1\ <br /> --120-- - - ----2---- 3---- 4----5-- --6 ----?--- 8- ---9----I --- -1- ---2----r3-- --4-- - --- - 6 <br /> I <br /> Ial IE o <br /> South San doa uin I�ri otion Dlst�lct--- \ <br /> R 250.79' <br /> 0 <br /> CA j <br /> _...I ._i� T 136.24' � � � Fa• <br /> L 24960' \\ ,r \ <br /> CH 239.42' \ A <br /> s <br /> See. 17 <br /> Fr { � <br /> C3 2 6 <br /> a r cy; <br /> a � <br /> I4r ,y s n^ I <br /> Sta.148+19.70 <br /> • \ o, ��• i Set Chiseled'X' Center N.Abutment. <br /> \e \ N R1V� v/ (Bailey Bridge) <br /> End of Pro ectSta. 135 +00 <br /> ,gyp <br /> B.M.029 <br /> B.M 028 U.S.G.S.Tablat W.End N. <br /> Shipp Spike P. Pbla Conc.Abutmant MVB 88. <br /> 6 / 60't W. Line Elev_85-71 (F.8.181,N-34 <br /> Sta 146+50= EIay. 101.14 Sic-148+193-0 <br /> . + <br /> 102 06 30 Lt. Sta.145 43.25 108 <br /> _ __ Scale 1"- 100' _ __ , _ — --------- <br /> / Fd Iron Pin 107 <br /> - <br /> fd� - _.. <br /> list -- t _ _ e - - - <br /> I r __ .. __-_ _. -_.— ... _..- ... -____ __. _ i-. --_ •._ -...._.__. �. �_-_...— —. .-111 — _ <br /> . _ _ las <br /> 105 <br /> — -- -- <br /> -'` - �--- -.__.._ ._.: ____. ____. __.�_-- _—_ _._. ___.. _ _s_..._.__.__... __— —..�_ � 104 ._ <br /> l <br /> W- <br /> 1 103 <br /> A <br /> t _--- __ ---_ -__.___ .___ _.. __..._._ -- _ " _- _._ ____._—_. <br /> I17 - l - _ _ _ - - - _ I - <br /> II? - -- - - 101 <br /> 1 - <br /> e 1 <br /> I16 <br /> - <br /> rc ---- -- — ; ! - 100 <br /> - <br /> � 116115 <br /> 115 I - - <br /> �. - <br /> 99 <br /> --__ k - -_ , <br /> t _ <br /> q __._.,.—... . .___.._.._. __. t- ._._.___. .._.—�—_...__ _ . _ ...._.__. _._.... _. ._.._ __.._ _.._. _ ._ ___._.._. .__. —.. ._ —_ _ _. .._._.._._ ...._ ._ _.__ _ ___._...._ I- 114 <br /> 114 9 <br /> 1 , = <br /> I13 <br /> ' 113 --- -- - - -- --- <br /> { <br /> 112 -- ----- <br /> � .------------- ...... _--- 1 1 __ _ .__ •10 fa - � - - r - _ - 112 - - - --_ _ - <br /> .- v P t k 14 <br /> —___ _— -__-- __.._. _.___ .__.._. .___ _._ — _— _ __+__ __' __ __.__ __. __._ _ _ __ _ _ _ — _ III 95 <br /> UJ <br /> 110 94d <br /> - _ <br /> - - - - - , <br /> ._109— 109 -_ _ -__._ -- __ _-_ 93 <br /> 108 <br /> - <br /> loa __ } - - -- - I { - - <br /> 92 <br /> 0 - - <br /> -_ .. ..... _ _ _.` _... - _— —. _.._ _..— : _ - w.: — 1 _ 107 - ___. 91 <br /> 106 <br /> S -_... _ __ _-_ - -. -- - __ -. - -_. - - _.__ _. __ -. <br /> ------ 106 <br /> . ..____ _.__.._. __ . .._...___ .__ _. ..__--. � : _._ __ _ _._. j 106 <br /> 105 - r _ <br /> _ — _.._ _ _ 105 89 <br /> SHEET - t <br /> - 1 TOTAL <br /> - -_ <br /> 104 f __ _ - _. L 1 _ __ 14 - 88 <br /> ROADWAY EX 73 III 1 129 157 1 165 152 69 9 0 1 0 50 92 III 83 41 1262 C.Y. <br /> EMBANKMENT 5 0 0 0 0 0 19 37 52 43 19 5 9 14 23 226C.YE 87 <br /> 120 I 2 3 4 5 6 7 8 9 130 I 2 3 4 5 6 7 8 9 140 1 2 3 4 145 145 6 ? 148 <br /> a <br /> PLATE 4....PLAN-P'RiQF!I_E Cr, p, c:. A. R. E. 9.:t�&WARP <br /> KE:UFF'E:1..& ESSE.R fu., MC w' 'r:.th'k;.. <br /> ____..._...__...._.-.._ _ -....... _..._ -,_._,,. ,. .__..._._ ___......_ -._._-. __ _..._..._....__._._..,._._._._..__ __..._ _...._..... ._._ <br />