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, <br /> z <br /> I <br /> � Const. � Cons/`• Cansf <br /> Yoriob/e _ _ Yoriob/e 43' /,2' Aar <br /> 50'to 33' <br /> . 1 Conlo�in to LSP <br /> Q.40'x 32'Aspho/t Concrete //' //' 0.44' x 32' Aspho/t Cowerete :,,.:Q •=_� ? <br /> Refer toMedian Rem to <br /> .Shk�!Detoi/s B' /2" /22' 0./2'A.C. over Sterilied 2' /2' /z' 61- <br /> 1 Sh/dG� ' <br /> Native ehf *r/a/ <br /> ProfiYe Shou/der Deto// / Shoo/der eto// .5 <br /> O ProfiYe <br /> 2% Erode ,Lt ZY. X eraa(r R/ <br /> _ 2y—� Sy [� j <br /> � • ,•I .0•.• [•j.. .,O •rp••. ':O•i''.a. .�;L. .)O.':'0:• .O • `•e`•.�.•..t>: 0.- •;0! •O,'ti •.+O•:•O • •O'... ..r.^a. COLA <br /> rlsf .�/• <br /> 4-3 <br /> Type <br /> 42-6 Curd I <br /> 0.40' Type.B.Asspho/t.Concrete (�"tilos. Crddinq) Gu�`� o�pde r' <br /> t�BO'C/o.�+' .2 Aygrtgote Bose a •. . •' <br /> DES16W OfS16NA710N /.,20 Gme Tr fed /Votive Sai/ 30 A.CB fie <br /> 9 <br /> T )0/CAL SECT/ON A Shou/der Defoi/ o? Shou/der * all 6 <br /> ADT (70) - 12000 0- 64% <br /> ,011Y (94)- -z 750 y - 43mp//. rY,01CABG SECT/ON - Acat C� <br /> s3 <br /> Silo. /7133 to Sto. 34 .000 7 <br /> Sto 4e ;400 to Silo. 67 f 82 8 2' .as' os' <br /> Scale /"=6' I 092' <br /> GuNer Grade <br /> OSD;9.C.Dike <br /> Shou/der Deto// ,3 Shou/o'er loe& / 7 <br /> I � <br /> �' � Consf �y Consf � <br /> 7' <br /> .55' S5, ,Z' 4' 4'1 2' 2' <br /> r 3.S' <br /> � v:. ..'.�..m5� moo.: Va''' :•.�•.o.. <br /> 0.40'X32' Asoho/t Concrete //, Median // 0.40' x 32' Aspho/t COncrete Outfsr Grod� } <br /> Rsfer to B • <br /> 12' /2 ' 2' O./2'A.C.over Steri/i3ed 2' /2' /2' B Refar to Shou/O�er Delall 4 Shoue/` De1`oi/ d <br /> Sh/d. G�toi ,Sb,(d Deto!/ <br /> NaMle Wateni?l <br /> ' � � � Prafi/e Profi/e /'�•� <br /> SY. 2% Grade Lf <br /> 2% 2Y. <br /> Type A2-6 Curb <br /> 01 <br /> Gutter <br /> . .SHOULDER D�TAi'L �S'�HEDGY,GE <br /> D.40 ' Type B A,spiholt .Concrete "/Llor. Grading) STA T/O/V ,CfFT R/G/HT STA T/ON EFT RlOf/T <br /> 0.50 ' Class 2 Aggregofe Bose /7,133 to 16;14d / / 53,118 rb 59136 6 5 <br /> DES/GN DfS/GNAT/ON /10 Lime Treated /1/otwe Soi/ <br /> TYP/CAL SECT/ON- B /6YI49 to 23*60 2 / 306.5d to 5.5y20 8 5 <br /> 23*60 to 26073 / / 1550420 fo 64,103 8 7 <br /> 4,0-r(70) _ /2," A0-64% 26 el-8 to 29120 2 / 64,103 040 65,12 7 7 <br /> A07 (90) _ /9,0010 7- 29 29,12010 37*00 2 2 65,129 19 66,120 2 7 <br /> Dyv - 990 v "�S'1lPy TYP/CAL SECT/ON - a &A2 LLL / Diineasior�s ore sv6jecf to the 37,100 to 45*00 3 3 66,120 to 67,18.2 ,2 / <br /> loleroles specified in the ,.Slandord <br /> SAO J4 400 t0 Sto. 48 A00 Specifications. 45-400 to 48,1d3 4 ,2 <br /> Seo% � 10=6 Z Refer to the Cross Sectionsfor <br /> 4e,183 to .530/8 1 4 1 5 <br /> deviations /n medians e shfos. <br /> 3 /refer to Sheet #-Z6-- for C4,rh Geltter, AS BUILT <br /> and Siaewo/k o'etoi/s.. <br /> 4. Refer to Sheet1,� for ACDifie CORRECTIONS BY <br /> detoi/s. NO CHANGES <br /> C - <br /> DATE ' <br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE «� «s ` SHEET TOTAL <br /> yis COUNTY OF SAN JOAQUIN PLAN SCALE I 6 vORiTONTAI. i = PROJECT WEST LANE NO. SHEETS <br /> ro � .--� h'�'ysse �7a PROFILE SCALE « <br /> FIELD BOOK NO. 639 ER ICAC DRAWING NO. T P/CAL SECT/ONS 2 23 <br />