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- X-SJ-FAS 900 <br /> R-9 D. EvistingTimber Trestle NEW HOPE BRIDGE <br /> R-9 D. Existing Steel Bridge apo o1V. ""o° STATE 1PROJECT NO y1J SHUT 7 T <br /> I `E-�Q; 7 CALIF. 5-900(5) 1957 a 14 <br /> Remove 4XION q rwst \ <br /> bridge e(lw000h. \\ Fla COUNTY OF N AQUIN <br /> N `� r T.4N,R4E <br /> LH. Brodta7, R.E.7077 <br /> jr-If <br /> L-_� SEC. i Road Commissioner <br /> STATE OF C LIFORNIA <br /> ~ 7I i� . �.6'4��1•G„°�1 / , i'y '1f. 'ff 1 \ \\ I ^ Dist. nQ. Dia. X <br /> n L' (pe di QC° Y aJ/, 1� gI3sY$ Approved 1P�J}LIt7�L , _ 1957 <br /> Basis of Bearings: .y / ^� '/ 'f, �`�\ OI En ' of Design <br /> Cieil Engineer licsnw Na.5645 <br /> `♦ c I, I I <br /> ! The north line of Walnut Grove I <br /> j Rood as per Flied Survey in Vol. Sotl�ge �� / <br /> j 195,San Jooquin County Records. \ <br /> Said north line being N88°14'30"W. a i ?� ` fit on Pipe c�l'� M <br /> ! (V % i - 'S m \ ( E W a i ❑ %` A!? 40 R C. <br /> � / � L '','/, -I \` \`\ \\'rf.�f lam <br /> Set Iron Pin \ _ <br /> (L.S. 2239) , I ' ' Fd.Iron A <br /> 1 I (F.S.Vo1.10 156) �/ Fd. 2 Iron Pipe <br /> s `c %s [] R P/IV Wait Mued Down (ES Vol.5 Pg.195) of R/W Pipe.ZCor.(P6 BE.) <br /> ! " S— SS_ e+�j� f.S. Vol. S� 195.) <br /> Imo) Wad Mu t' W N8 . 'A%' :PA3. ?' Mnoed as S g Carol uctAW NBB'c1460"W-600.00' ___13-- __ R/W A9• <br /> CMI 3Nti1T <br /> = � Ij STATEN ; i .6_f 4 '. us.assa i Pkatld4 R/W 88•/{'30' l OIt } R/lYA8dY49D'JYg <br /> 04 Plant Mixed Down D* <br /> 3d^�, <br /> r Sta. 25+00 End of Calif. Fed. i' � o� c°^°' ° �"' asN ;" i �I o <br /> & R 955.37 '" x s �r 'i` ( I 1 ' ' <br /> Aid Secondary Project S-900 (5) ' i a�jP 15°Per o = 60°32' g 3 <br /> � Uj1 6000QI~ i i ala I j 2 i I C Y .. <br /> % . f T = 557.53' on .0ALL <br /> ! L 1009. 45' I_' II j ► o a <br /> 4s B x 60 R•CP. rwa Ch. 963.0#-''. <br /> ,i Ch. Brg.= S61 29'30"W <br /> pr:miro9fE dfrh ci + <br /> L ANO Sta. -2+00 Be inning of Calif. Fed. <br /> Ship <br /> p <br /> — -- ��e lea i' Spike in Stum 45 Lt Scale I'E- loo' Aid Secondary Project S-900(5 <br /> t <br /> S1?3'Dy� ! B.M. +I'4 Ste. 10*60 Elev 9. 23 <br /> Set SNp Spike inT.PZWRt - - - - _ _ _ - B M. •2 - - <br /> '� ' Sta 18+00 Elev. -0.31 <br /> Set Ship Spike in P. P Rt -- <br /> �� Sta. 0*30 Elev. 0. 44 _ - -I--- <br /> - - <br /> 20 -- - - -- + -- — - _ <br /> ------ -- -- <br /> - <br /> - ,o. � --- --- - - <br /> ��sl - - --# 20 <br /> -4 P _ - - _ - - <br /> - - <br /> i� Q - - - -- - -- -- - 15 <br /> T <br /> - -__ — —_ — - - - <br /> - <br /> }j I <br /> Ly <br /> Pi ----77J7— <br /> ... ._ _ -_.._._ _-_— _--_ ___-_ _- .___ _ 000-21— <br /> > _ - - _ - _ _ _ _ -_ _- <br /> I <br /> V __ - —. -..__ —_ _--_ —_ _— - __ _ _. _ <br /> - - - _ -- -- _— _ - -- _ _ - - -_ - - ; 10 <br /> - 7 - - -- - - <br /> 0 - <br /> ZD I <br /> T ____ — — -__. __ - _•— 1 -.._ <br /> z --. <br /> x <br /> Ift <br /> 1 <br /> — NJ <br /> - i <br /> - --- - <br /> - - 1 <br /> - -- - - -- _ <br /> 10 <br /> -15 - -- - - ---- <br /> - - - - - - - <br /> - 15 <br /> _ SHEET <br /> TOTALS _ <br /> EXCAVATION 157 170 183 74 30 23 9 0 0 0 0 0 60 5 0 0 0 8 0 0 O 0 5 38 0 0 O 763 CY. <br /> EMBANKMENT 120 118 132 171 262 241 315 500 689 1444 2180 2674 567 9 0 0 0 3278 3258 2286 1546 1023 718 558 286 0 0 O 22 575 CY. _ <br /> 6 5 4 3 2 I 20 9 8 7 6 5 4 3 2 I 10 9 8 7 6 5 . 4 3 2 1 0 -I -2 -3 --„- � <br /> PLATE t-PLAN-PROFILE n.P.as a. E.sranowol.. <br /> %E 11fPEL 4 ESSEq CO.,NEW YOP.. <br />