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<br /> Finish Roadway Sta.150+00 to Sta, 180+00 - RANCHO EL PESCADERU GRANT LINE ROAD
<br /> 1°30' FEa ROAo FISCAL SHEET TOT
<br /> o v�, STATE PROJECT No YEAR Na
<br /> Construct County Road Connections Construct City Road Connections Tracy Garden Farms R-14,323.97' z CALIF. 908(1) z 3
<br /> Sta.167+20.5 Lt. Place 025 N.S.(3816ns),0.26 U,R.R N.616ns) Sia. 158+96 Rt Place 026 PMS.(38Tons),025 U.R.B.%I&Tons) 0.0°24'
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<br /> $to.170+42 4 Lt. Place 026PKS.(38Tons), 0.25' U.R.B.(34.6 Tons) Sta.170+74.54 Rt. Place 025"P,M.SC38Tons), 026U,R,B(34.6Tons) N � I ST- 187.51'
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<br /> I Construct phide fhivealays{L Borrow with PenetmtlonTreatment) �) v --1
<br /> } sta. l5o+7o Left o , JAY a( TRA T L
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<br /> 154+ 11 Right �I I �. Fred Newton� c, �- o
<br /> 156+26 Right g Thomas W. Violet L. Hintz Evalynne R Paddon �� .PII iI z a �
<br /> -�a COUNTY OF SAN JOAQU I N
<br /> 157+31 Leff I _
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<br /> q 157+57 Right o a ---- - ----- ------ I I ; g Imo ) s ----- - � -- --- ----- --- I.
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<br /> 160+34 Right = Joe & Costanco De Maria I I �I= m m `1 County Enqint
<br /> w 160+93 Left rel I I ) ' $I1� Wi Civil EnginNr Licence a104
<br /> i 161+17 Right .. 5� cis
<br /> � � � � i ' A. Ma�toris 9 �I H I'f
<br /> I 161+34 Right 1 I I I� 1 1 I Iw I 25 25 = 20" L11 -
<br /> II I I I I I I I 1 I I31I 1 I I II I N.89°19E 2450 ' 6' Ditch
<br /> 161+79 Right I I 8' Ditch 1 = j 1i I I II , I IWWIIx j l100
<br /> ° ' �+ I I 245(7.42• , I I I i , I I II , I ,164 27 Leff - ---- - - ---- ----- 189 49E. --- -- L------ =- -�---+-�- * --- uJP:165+59 Left - - -- - Rw - I ► I , , � _ 1 ;_J�_�L - -
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<br /> �167+80 Right168+38 Rights i � ,172+93 Left I A S
<br /> 173+48 Left a - o ° o cn
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<br /> 174+11 Left - "' -' a _ -� N o b
<br /> 174+62 Leff I = °� c,; I -i Q dD �,; c�
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<br /> 175+71 Leff L'-i VFW. of U.S.A. 0 1�I m o - 2 EI 2 I
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<br /> 176+02 Left g" �; T I
<br /> 177+23 Left �I
<br /> 178+67 Right I°° Sec. 21 ,_ I
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<br /> Remove Existing Concrete I 12S.-R.5E. NI ---------- ----- Dist ng.,Dist.X-------
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<br /> 46t�h�8�90- 1Iw�It APProved __Kay--&J ----,1950 PS
<br /> Sia. 171+29 Hdwl. Lt.
<br /> 5ta.158+80 Hdwl.Rt. �L Attistonf sfoft Highvay Erlgin•tr 4
<br /> Scone 1100' Civil Engineer License No. 3094 .
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<br /> EXC. U. 18.5 15.6 11.9 15.9 15.9 11.1 9.3 18.9 21.9 28.5 39.3 3 38.1 300 21.1 107 11.9 14.4 9.3 18.1 15.9 10.7 4. .1 1.9 2.6 17 481.1 C.Y. --
<br /> EM B. C.Y, 15.4 13.0 1 9.9 1 13.2 1 13.2 1 IaQ 1 9.2 7.7 1 15.7 1 i ,2 1 23.7 1 32.7 1 W 1 3 .7 1 25.0 I .6 9.9 12.0 Z7 11.1 15.1 13.2 8.9 4.0 34 1.6 22 4.0 3.1 400.4 C.Y,
<br /> fMP. BOR. Tons 923 120 142.( 137.3 1198 768 839 god : 738 733 8 0 0 0 0 -0' o 0 Q 0 0 -0_ 31.7 97.3 82.2 6 CI3A 115.6 100. Tons
<br /> 150 1 2 3 4 5 6 7 8 9 160 1 2 3 4 5 6 7 8 91 170 1 2 3 4 5 6 7 8 9 180
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