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663 <br /> Construct Private Driveways Construct County Road Connections. 1• ��2 R•9E. - � � ES C A LO N- BE L LOTA ROAD N0. 156 <br /> (Penetration Treatment) (0.33{1.R.B. ✓r0.167'P.M-S.) <br /> Station Station Station Tons U.R.B. Tons P.M.S. R`L�Fd. Iron Pipe INDEX : E 35 TO 37 I/2 <br /> - 5+05 Rt 23+99 Lt. 6+98 Rt 67 34 I'�1 I SHEET 3 OF 9 SHEETS <br /> II zi 5+38 Lt. 24+55 Pt. 8+78 Lt. 41 21 <br /> _ 11+19 Lt 27+10 Lt 15+15.1-Rt W. 105 53 sl <br /> 11+42 Lt 28+91 Rt. 18+22 Lt 53 27 <br /> 14+43 Lt. 29+40 Lt rrA <br /> o L L 16+71 Lt. 29+97 Lt. 'n <br /> Construct Catch Basins + y IL — <br /> 3 I}I 23 16 19+41 Rt: 6+20 Lt. Sta. 14+96 J 29 Ft Lt , '� IS I <br /> En Sta.15 36 29 Ft.it <br /> - <br /> S o�b� of a <br /> N ml <br /> _. .__ <br /> Soo.33 ,Sec. 4 �v`i � ��� ��� ala e\h�. ��� CO' � <br /> alar. I 'T LASER ^ C', 0x� a0 �+ R) rn_I <br /> — Io, <br /> L <br /> •:1i R W • 1 1 0 <br /> o W { I R <br /> iii -�_ ■ t /3'30" /515.38' " — — —�� —— . — — _ _ — <br /> S/ 02 E 3802.15 — 1—ti —L — �— _ �� �� — 29- <br /> -7- - -8- - 9 <br /> 9— <br /> lli,o' { 3 >r 2 3 a --8- --9---10- - -I- - -2- - -3- --4- - --6- --7— — - - 9— 20-- i--- Z---3-- -4— -5- - -6- - 7- -- 8-- -- - - - - <br /> �I E <br /> R/l'Y // I I R/lY I ' 1 R/�Y I I ♦ W2*L ♦ $EenP rank n ♦ I I RW <br /> � � 13U <br /> � Tio'Qnt�1¢r�Ahern �i/Any CW.P.R.R. Ca) <br /> 60 <br /> s <br /> z. z <br /> Z U <br /> I <br /> 1 <br /> r.: <br /> u. a.. .i •� <br /> C' <br /> a v Fd Iron Pipe. °p <br /> l> .5'ec.62 }N a5'ec.6 FS.Vol 7 2 Z <br /> San JoagrtnI Arty <br /> 145ty. CLv. Ad90//&Nft Ter Recon Fd. Iron Pin <br /> F.S.Vol.6, Pg.230 <br /> Serr.31 see. 6 San Joaquin County 09cords <br /> Basis of Bearing: Beginning of Project <br /> South line of Section 32, T.i S.,R.9 E., <br /> M.D.8.6 M. as per Filed Survey In Book of <br /> Surveys, Volume 7 at Page 95, San Joaquin Sta. 4 + 00 <br /> County Records, said bearing being N.8SUIV. <br /> U.S.G.S. Tablet W. End N. Cone. Abutment Marked 88. <br /> Elevotion 88.71 (FB. 181, Pago 54) Bailay Bridge. Scale i"• l00� <br /> SW "07 tWd MES07 W2 _ <br /> � I <br /> { <br /> - --- -- - jmL -- _. _.._.. <br /> — <br /> _ - _ <br /> T-- --- - - ME cr� <br /> ------------ <br /> T==_ <br /> _--- <br /> a _ 120 -_- � --._ _.. ___..___ _.__._ ___-._ ._ _ _ _ -- ------- <br /> L <br /> _ <br /> fI - <br /> ,,, � --{t .120 <br /> 1_.-_ _ - - T - .. _ <br /> 119 _. ,-----.. _ _ _.--_ ---_ -- - - {i , -_ _- i <br /> 119 <br /> _, _ - __ <br /> 118 _ _ ___. - ---_ _ __ . _..______ -- -- -.--._ ___ e <br /> - l _ <br /> _ ...__ ___-- '---._-- ____.. �.____..._. .__....__i_.-___ '— __-- -_ __ _._ _ .- __._.-- — -_._._.__......_ __ .___. _. __ _._.. _._ __ __._ _ __ __. -- -. _ _ .._ _.... k 1I8 <br /> 117 - _ `... __ - — - _ _ : _ _, 117 <br /> - <br /> -- - --- - <br /> f- - _ r <br />- _T_ 116 f <br /> { <br /> 116 <br /> 115 <br /> 115 <br /> VOWOO <br /> ,.. v, _ - , <br /> {. 114 - a <br /> iia <br /> - r <br /> 2u „ - <br /> - -1 -- - --- - 113 <br /> # - 1 <br />�.. - - <br /> 12 <br /> _.._. ____. _ ._.__ ___._. _...._ _.._ __.__ . .-_-- _ __.__ 1- .___.._ .__.__� ___ _ _._. _ __ - - - 1 <br /> -- - — - — —1-- — -- -- -_,... _ _ ..._,. <br /> 110 <br /> } - - <br /> _ <br /> - } { <br /> - -- <br /> I P( QED IIS-:� E� Bf1 T. <br /> -- - <br /> IMPORT BORROW 555 GY. SHEET <br /> - -- <br /> } TOTAL <br /> NL <br /> ROADWAY EX. 27 0 0 0 0 9 9 13 13 13 9 0 0 23 32 41 41- 2 3 4 0 0 0 13 41 101 IFS 527 GY. <br /> EMBANKMENT T 23 1 47 1 315 1 600 1 116 28 1 60 56 1 37 1 32 19 1 19 20 1 14 1 14 1 9 97 1 14 37 61 70 61 28 5 0 1 0 1694GY. <br /> 0 1 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 8 9 30 <br /> FLA1 F 1--FLAN.-PROFI LIE 0. F. R, & R. E. STANDARD <br /> KEUFFEL A, ESSE'R CO., NEW WORK. <br /> K & E Co,. 854. 348-10:. <br />