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_ _ r �✓�/ 7" <br /> INDEX OF SHEETS _ <br /> COUNTY <br /> - . <br /> I io-M /965 S 4 <br /> SHEET N0. i TITLE PAGE <br /> SHEET N0. 2j3 &4 PROFILE a TYPICAL DRAWINGS DEPA � j � ENT <br /> ® � H T / � �/� / �j Y S <br /> C� t_� �tTY o?=" S,a,� Jc3Ac�t..rlt�.;j j i.j / v t"1 j �ul,r e d _ 1 65 <br /> T T CALIFORNIA --�!� __��-�_�� "__ <br /> S O C K O N , C A I F O NIA L H. BRADLEY R. . 7©r= <br /> Director of Public <br /> Approved,�i/C� - 1965 <br /> t N' �FAM T Chairman <br /> Board of Super isorl ' <br /> i <br /> STR � :, ,_ Son JOoQUIn COUR1y <br /> r <br /> j <br /> I <br /> I <br /> -- V <br /> V, <br /> A <br /> 17 <br /> ylp M' 1 <br /> • .. _ - S DIVISION 2e <br /> RROJZ'C L OCATION <br /> �- <br /> . �_ . _ ,� _ _ _ ., .."..•,, .-_—f e� .�4 ,, <br /> CORRECTIONS BY �itiye���,.iae�-.f�es.fi� <br /> Y <br /> ��, ( - �° �•�' � . NO CHANGES <br /> 04 <br /> DATE 7 ?o -6S wad <br /> VISION 2! 8 E <br /> TA N. R 7 E. . <br /> C.I V I S 10 N 21 <br /> �� <br /> ` DIVI ION 21 \ i X.•_ W <br /> I <br /> V i o <br /> a. - us <br /> /` Iib, � `r„ � � /� � 7-- — I <br /> in 30 29 <br /> ' + ` .t yo in <br /> 26 25 � q W, <br /> I <br /> z' —ABBREVIATIONS— <br /> LEGEND 35 36 31 �� <br /> � , C io i <br /> 01 <br /> R/W Right of Way <br /> G.C. Asphalt Concrete <br /> TYPE GRADE DESCRIPTION 3 `�� <br /> 'r tiw v ION 18 �� �� - A B, r Aggregate Base <br /> A - -- -- Shall conform to design rade. S' o l A. S. Aggregate Subbase <br /> g 9 Dlvisi <br /> I 4 <br /> B-- - - - - May above design grade. I e /�/ a,5 { 2® N d { E P. Existing Pavement <br /> J\v Cq F 1 <br /> remain p 9 grade. - -- /' �: a r Pen. Tr. Penetration Treatment <br /> 4c �= i 9a _s __.--- - —G - O.G. = Original Ground <br /> C May Shall be aboveorbelow design grade. � , <br /> 1 �` Y° a PC,c. Portland Cement Concrete <br /> Shall remain parallel to design grade. / ,► o, , <br /> �i <br /> /� ,�' R sy �� v, v' C. P. = Goncrete Pipe <br /> / �IN� ' S Jj E S. C. P. = Extra Strength Concrete Pipe <br /> D. . .. . . . . . . May be above and or below design 5o <br /> R, C. P Reinforced Concrete Pipe <br /> rade. Shall retain C. M. P Corrugated Metal Pipe <br /> g general shape i r/6� o-.n."Nr ; r DIVISION 17 Q <br /> of design grade. _ <br /> E. . .... ..Shall be parallel to existing <br /> „orrugated Meta! Pipe Arch <br /> C. P.A. <br /> "" "" p 9 G.B Catch Basin <br /> road rade. <br /> e <br /> Q �o• �, ,+" s;, o: f \ � D. 1. - Drop Inlet I <br /> Earthwork to be balanced in the _ _ _. _,,_ / _ _ _ _ a - __ _ �_ -.- M. H = Mannose <br /> field between arrows. P\Gc V ��� o W 2 i fJ� S—Dr. = Side Drain <br /> X—Dr. = Cross Drain <br /> i' 4t`0� = I DfV I4 ` R a0 Remove and Dispose ' <br /> \9-e ; > RBS = Remove and Solvoge <br /> I DIV,Y. 15 <br /> 1. t�` <br /> _ S.Y.O.N. Station Yards Overhaul <br /> Storm Drain Inlet <br /> P M.S. Plant Mixed Surfacing <br /> LAYOUT PLAN a PROJECT LOCATION MAP ( <br /> Scale 1 " = 600 ' �� <br /> I <br />