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- C� o C <br /> [ 9 <br /> fED.ROAD STATE PROJECT N0. FISCAL SHEET TOTAL <br /> DIV. N0. YEAR N0. SHEET! a <br /> N 7 CALIF. S-903 19 1 14 1 15 <br /> h� XI-SJ-FAS 903 <br /> �I COUNTY OF SAN JOAQUIN <br /> oad Commissioner & County Engineer <br /> wli \G \0 Civil Engineer License No. 104 <br /> �5 b <br /> TR/W •4. R W R R/W R/W ---- —Deput oad Commissioner <br /> T 1 Civil Engin r License No. 6888 <br /> �r�mzcN <br /> !63 /64 /65 6 167 _ — 2/7 -- y9��— — 220 _ = 29 30 31 <br /> fin' � siss M R T p <br /> N 100 • I � i'�<.V P,'�ZO' `�v1 � /C � + � N �' � CV •ON N 'a <br /> • �ti lq P� r R/W w STATE OF CALIFORNIA <br /> R� <br /> � � RIw <br /> ` o; <br /> N `£ � \0\`,` ® M UNTREATED ROCK BASE �o ' ,/ ® e UNTREATED ROCK BASE Dis . Eng. Dist. X <br /> 6 3" PLANT MIXED SURFACING oy, 3 PLANT MIXED SURFACING <br /> ® 3-PLANT MIXED SURFACING - - <br /> 6" UNTREATED ROCK BASE �b`' <br /> � ,� /% � Approved: __6i&Iusf.Z___lg�C1_ <br /> ® <br /> 6'x 22' UNTREATED ROCK BASE -- <br /> PENETRATE WITH LIQUID ASPHALT@Y4GAL/S.Y. o STA. 218+44." STA. 30+37.b5 iso; <br /> State Highway En neer <br /> CLAS$ "C-MEDIUM" SEAL COATz o Scale 1"=50' Scale I"=50' <br /> Civil Engineer License No-,3D.94- <br /> 3 a <br /> o: <br /> c_ <br /> F.&1. 18"x44' C.MA 2001RT. <br /> `-5O <br /> 3 30' N COLLE68N/LLE '� p <br /> �� 22 <br /> d <br /> STA. 164 + 24.55 <br /> Scale 1=50' <br /> R/W SC� R <br /> =/ _��� f R•120' <br /> 274 275 27'9 <br /> �7777t�27701 <br /> R <br /> 4!UNTREATED ROCK WE 150, <br /> 3"PLANT MIXED SURFACING <br /> PJF# ;p s.pR�N ® VUNTREATED ROCK BASE ?o. <br /> 30•Rr <br /> W R 3"PLANT MIXED SURFACING ` \ <br /> � <br /> EXISTING BRIDGE ` <br /> LLJ <br /> -- 52 '53 54 = 03 \ � <br /> EXISTING BRID6E STA.198+23 <br /> R/W � R Scale I"=50' STA. 275+47 <br /> Scale I"=50' <br /> 4"UNTREATED ROCK BASE <br /> 3"PLANT MIXED SURFACIN6 <br /> /eo• STA. 52+ 95 <br /> Scale 1'=50' <br /> IYZ"Clear-: _- <br /> R/W 12" <br /> — 4' Shoulders _ 'L2"#Bars <br /> t Pavement <br /> --_ _ Y *krsZpaced6#Y'O.C,_ TOP VIEW <br /> l — ` 6 <br /> 1 <br /> R I OL25' UNTREATED ROCK BASE (11.3 TONS) l j `Aj'� <br /> VAR. IMPORT BORROW(AS DIRECTED BY ENGINEER) t1 <br /> PENETRATE WITH LIQUID ASPHALT (PY46AL/S.Y. I <br /> ALL DRIVEWAYS SURfACED TO RSI LINE DETAIL CURB CONSTRUCTION ODCSIDE VIEW I 3 <br /> ScaleI"_ I'-0" <br /> TYPICAL PRIVATE DRIVEWAY <br /> Scale l"=50' CONSTRUCTION DETAILS <br />