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11f 0 <br /> 3 <br /> X-SJ-FAS 540 <br /> T.5N R.5E. M.D.B.6M. THORNTON ROAD <br /> Construct County Rand Connection FED.ROAD FISCAL SHEET TOTAL <br /> Furnish and Install New Property Fences Place OITP.M.S.and OZ.Untreated Rack Base Sec.28 17 o CALIF. S 540 2STATEIPR 0 Is48 3 ARl No_ sH 7r <br /> Sta.22+20 to Sta.32+90 Left Sta. P.M.S.(Tons) UntRock Base(forl� <br /> Finish Roadway Sta22+90to Sta. Right 49+3309 44.0 40.0 <br /> C Sta.24+00 to Sta.49+33.09 �Q` <br /> COUNTY OF SAN JOAQUIN <br /> Furnish and Install Twa 45,16 Drive Gates "nqine�Sta.26+50 Left and Sta 30+50 Left P JO -� Civil Engineer LiLicense EngineerNo. 104 <br /> Corshruct Gravel Driveways Q-L �\ M + <br /> SM.26 Left and Sta 30+50 Leff , �o 0i +/ STATE OF CALIFORNIA <br /> Sin. 39+50 Right and Left . O/ I <br /> See Construction Details e°c o'�`° �I ------'------------------ <br /> coo/ ��� 1 +/ 9= _ / Dist. Eng.,Dist.X <br /> Lo <br /> I a Right of Way , + 6 7 8 9 ;- 40 1 2 b / Approved y��_1.5,_ -, 1949 A� i <br /> }� \cc • 3 4 5 �' • 3 4 5 � S33°55E 40,999' // -- -- AssistarltSateNighwayEngineer <br /> /j <br /> Z 30"& ��;.'� 1738.05 ► ,� + Right of Wa I a 6 7 � _____ Civil Engineer )icense No.3094 <br /> 1 _S.48° 13 8% g '� ` �` y 8 1��// - _ To Thornton <br /> P.1. - Sta.38+95-15 <br /> \ LJJ <br /> `f A - 14°1630" <br /> __ \ I � R = 5055.59' <br /> L - 1262 52' <br /> + \\\ \ + + I + Al?f QP/// <br /> \ \+ N o►- <br /> \ \ \ ! W/ i / 0 <br /> +I `alp L7I y <br /> 4Q' <br /> M <br /> Sta. 49 33. End of California <br /> �,,e\0, +/ ,�� / Federal Aid Secondary Project No S X40 (2) <br /> \ \OF\ � '�`jh� <br /> �P� � <br /> \ CT <br /> +N\ \ <br /> 1. <br /> Scale= I"=ICb' <br /> BMe6 _ BM's? BM e8 <br /> CNseled '+"S.Conc,Hdwal I W.End Top of Y4'Iron Pipe 100't W.of C an fence Small RR Spi ke E.face 42'Ook Tree <br /> Second lrriq.Ditch 21YI W. New Rd. line third cross fence 13th Post W dF New t W Side Road Approt ta.53+35 <br /> Approx.Sid Z4+90 Applmc SIa.32+43 Elev. 11.31 <br /> Eley, Q24 _ Elev.9.25 . <br /> 30' Road bed <br /> Fill Slope 4: <br /> 0.25x22' Plant-Mixed Surfacing <br /> 0.50 24!Untreated Rock Base <br /> 0.3VYZUntreated Rock Shoulder with Class "C-Medium"Seal Coat <br /> 12 ,125 xVar. Imported Sub-base Material 12 <br /> II 1 � <br /> e} 10 <br /> 10 N <br /> Wilr m, <br /> L% 9 LU "' W 9 <br /> LEVEL _0../0/% <br /> 8 8 <br /> T 7 <br /> 6 --- - - -- 44Y_ - - -- ^ e <br /> Right and Left- <br /> Rightand Left <br /> F <br /> - -- <br /> _y —_ — ort Cb <br /> r � <br /> a <br /> 78 395 AS <br /> C5 P1 <br /> 3 _ N j c� �, ' N rS .t• `o co —Jit :14 <br /> _ Lam"� � � �' �, �' � <br /> Z — 013 > r in �- M ab ail Apr— r5 r► a co <br /> CO� c:, AS � raj �. gs,�i F:C-4 ° <br /> NV�+O. �C� .. ... — _. t:�. _ oma ' <br /> g CfS. a`FN� j':. — Li : N o—. y LLS uiL ��+CV 79Lu N G_ �yJ Q <br /> O �' N p p tq Q U G m <br /> 0 ,* - L LLlN C t+ G O <br /> USES Datum � `� d �� i dI - <br /> IODC9 <br /> N c G Cn <br /> 44.. N ti's Va N C 4. <br /> ROAD APPROACH YARDAGE INCLUDED IN ROADWAY QUANTITIES SHOWN BELOW ,. <br /> IMP -SUffBASE MATERIAL 197 19 17 197 197 197 19T 197 197 197 197 197 197 17 197 197 197 197 197 197 197 197 197 197 54 kM^ <br /> M + U SID NCE 1 137 1 116 1 75 1 71 1 71 1 75 1 75 1 75 1 119 1 ff 172 1 130 1 89 1 84 1 79 1 75 1 79 1 79 1 79 75 1 75 1 75 1 75 1 75 1 70 15 <br /> IT EXCAVATION 1 115 1 162 1 142 1 232 1 303 1 227 1 239 1 239 1 129 1 11 1 1 8 1 16 1 16 1 23 1 19 1 31 1 84 1 19 1 96 1 123 1 100 1 135 1 150 1 234 33 <br /> 4 5 6 7 8 9 30 1 2 3 4 5 6 7 8 9 40. 1 2 3 4 5 r' 7• $ 9 _ 50 <br /> e <br /> T— � �� <br />