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-17 <br /> WATERLOO ROAD <br /> ROAD I N EX FILE YEAR SHEET TOTAL <br /> N 0 NO SHEETS <br /> /7 <br /> S <br /> C�►ONS • W <br /> CSR GES - <br /> NO <br /> Am4 If' <br /> Z4 6 24 6 Z' 8 \ \I Z4 6 -I3 Z! Z! <br /> e�ovrN.. Defour ,, Co�,o f firouyh e%ur <br /> (��risyi�9 surfoce) o I (ezisr�i�y sur�oce) o .Cove/iix� Course <br /> Reva"eloy 'ex- ovo�io� v <br /> � Prirnle over 4( A9. <br /> B. <br /> C%rye Treo%d J'aAb ie <br /> PHASE I <br /> PHASE R PHASE III <br /> DESIGN ESIGNATION <br /> ADT(65)= 139 P 00 D= 56 % <br /> ADT(?5)= _19,500 T=3 % <br /> DHV = 2,030 V= 65 MPH <br /> COMA <br /> SHOULDEO DETAIL <br /> o � <br /> Station to Statlom Shoulder Shoulder <br /> \ i v Detail Lt Detail Rt <br /> 3!. *QO fo 3�L iD6 B - <br /> -. -do - D — ---- --- ------- 36 jd6 �frr 4/� 9�' B B <br /> 30 — ---- �0' 4/ 9.S �0 42 ofgZ. 46 <br /> D 4Z-054s to 4z f ss B A <br /> 6' 24 6 .0 o'A6 lo 40017 A A <br /> 43 P117 fo 4t-4'1 f4 B A <br /> Sic „5fi/o.1 'Tee S'fi/d. 0. 00 k 4(51014�1. A A <br /> Z?crlai/ Oc oi/ 45 A46.s fo 97,4¢: A - <br /> 4 7-4 44..f lo 4d Osd A B <br /> 40-4.0.8 Ab Al 10,x?.N A <br /> Z9.S /o 43 t73 A B <br /> O ps3f 7.3 /o ss 1021leplol Al A A <br /> /10 -4*4610*10 <br /> ✓or -� _ Val- S6 ado /o �9 A30 A B <br /> .. . - <br /> J J• J o o• o° . o J° J a [J a <br /> p o 4V,70 <br /> 0&.4041 460 O° dD <br /> L7 ° -3 D O• il ' f' o J <br /> CIA r4 rb 04-64f. gr A <br /> '6 z6 d A <br /> 0,40 4s ho/t Cor�crete `�s k 62-4120 ,B Q <br /> P <br /> D.50'-A99 ole Bose 6s�.ry 63 01d019Z. A B for Co�sc 5'N/ o�d re 9 <br /> 63�dz.3 fo 741'so A �4 <br /> qC �t1is� .'4rco Defois� /.,�0'lime Treoted Subbase 74� 's 74 7.0 A B <br /> I/ar. 7479 's`'` A ATYPICAL SECTION <br /> 7s,4/6 Ao 7.0o,61 B A <br /> ...• • __---- 30 2.67 7! 3 7d od/ {» 79'03.�' A A <br /> I 79-'.5z /o a0s0 97 A - <br /> Sta. 36 + 00 to Sta. 89+ 80 !!!!!n <br /> -� . <br /> I ,. - , 8D�97 �0 8s�// A B <br /> SHOULDER DE TAIL A I A c <br /> Q/T D�k� 0 3 A99. Bosom �" t✓/ fo dl�// B B <br /> d6 // A0 0!9.00 S A 8 <br /> SHOULDER - DETAIL B 09`'`ss 1+NOTE : Order of Work (each construction . <br /> phases shall be completed in sequence <br /> before beginning next phase.) <br /> See sheets 3 to 6 for <br /> COUNTY OF SAN JOAa'UIN <br /> location a type of sidewalk. DEPARTMENT OF PUBLIC WORKS <br /> Prime surfacing shall be scarified <br /> TYPICAL SECTION <br /> before covering with A.B. (see phase X) <br /> Lime shall be applied in slurry. <br /> DRA N: APPROVED DATE OATS <br /> 7166 <br /> SCaL C.S. WONG R. E. ps" DRAWING NO. <br /> DIRECTOR OF PUBLIC WORKS <br />