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V6 M <br /> WEST LANE ROAD <br /> j INDEX: T U, 12 TO 23 <br /> ' Sheet "B"- Typical Sections <br /> i <br /> Sto. 132 to 232 <br /> zG� --------- <br /> and Clyde V. Jones , R. E. 6888 <br /> Sta. 266 to 392 Plans Engineer <br /> 0.33'x 3.0' Gravel 0.33'x 3.0' Gravel <br /> Panatra}ion I I Penetration <br /> Treated i 3 Variable lT to 19' 3' + Tr¢a}¢d <br /> /Profile Gr. <br /> i <br /> 55. I Var. Slope i Var. Slope 5%S. <br /> Var Exis+i ng <br /> Pave <br /> VO~ – Stb':2td 7ta $tts256C , <br /> i 2ffPenatraticnai atment ' <br /> 017'92(" Plant-Mixed Surfacing <br /> Penetration - I � I Penetration <br /> Treatment Traafmant <br /> _151 slope 1.5% Slope /DIY <br /> Ja L. <br /> Sta. 232 to 241 <br /> and 733;x26':Untraiated Rock Base <br /> Sta 256 to 265 <br /> '-'--- — 0.17'x24' Plan+-Mixed Surfacing <br /> 5%S. <br /> 'jor. 1. 10% sl a <br /> 10% Slo a <br /> 11 5%S <br /> Existing Pavemruble Sl 1Tto20'� Vo <br /> r <br /> Variable Slope <br /> 0.33'x30' Untreated Rock Base, or as ordered by the <br /> Engineer to make proper super¢leva#ion. <br /> II <br /> i Sta 392 to 584 <br /> I <br /> Earth Shoulderswith ' I 012'x20' Plan+-Mixed Surfacing <br /> Penetration 3 10' 10' <br /> I 3'i $arth Shoulders <br /> with <br /> Treatment � � Pana}ration <br /> Trautman} <br /> 5y.S. I 1.5°b Slope 1.5'1e Slop¢ 15't;S. <br /> Vor. vat..r* Existing Pavement 20'+ ' <br /> TYPICAL SECTIONS <br /> Scale : 1'-4' <br /> WEST LANE ROAD <br /> G.J.P <br />