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i <br /> 8 <br /> Const. <br /> I <br /> Limits ot° Clearing and Grubbing Conform to E.P. <br /> forth work (Misc. Areas) . <br /> ColVar/n fa exisfii7g rad:: - <br /> X = 4' dories Varies X, =4' <br /> XZ = 8' /6' to 20' /6' to 20' Xi = 8' <br /> Vor <br /> Vor. <br /> f Conform to Exist. <br /> Oto 4' /6 ' /6 '- 0 fo 4' �1 <br /> ' /Z' Min. <br /> Vor. ✓Or. ✓ar <br /> g - - - 8 <br /> r I -� <br /> /� ' — —J Conform (T Ft <br /> `Conform @ rt Existing Ditch <br /> Existing Ditch Line cut existing povement to obtain <br /> full depth of,or000sed siructur•o/ section 0.50' A. C. Surfacing <br /> where;-el- Phis type ot'. ex st section occurs. Type -E Var. Asphalt Concrete over exisfing oovement <br /> 0. 08 ' A. C. Surfbcing <br /> X, = 4' Sto. /92 *55 to Sto. 203 * 00 <br /> Xz = 8' Sto. 203 *00 to Sto. 2/2 # 40 Existing Roadway <br /> Note: .eefer to X - sections lJla. /92.1.55 /o 5/a 2/2 f40 ) T YP/CA L DR/ V E WA Y DETAIL <br /> Por minor de viotioas. TYPICAL SECTION <br /> N. T. S. <br /> N.TS. <br /> CLEAR/NG sf GRUBBING CLASS "',B CONCRETE <br /> GENERAL CONSTRUC770AI NOTES <br /> F//V/SH/NG ROADWAY CURB GUTTER J / After clearing •grubbing has been completed fhe existi17g 17ofive <br /> moi`er�•o/ aid/or imooifed borrow shall be graded fyysli- z�i- r`o a <br /> Sto. /92 *55 to Sto. 2/2 f 40 Location Quantify constan>` dlmensiorn be/ow Me edge of fhe exis}ir7y._,oavemenf as <br /> shaven on the /yolc' o/ cross section foroin1171mam tar/o'th of owe <br /> Sto. 205 * 25 Lt 6. 66-L.F foot oafsio'P o,,`' fhe new edges of',oavPrr�er»` The Tah, rade of <br /> the widened section shall be constnacfed Ao a 2 �erceot crass <br /> s/oPe unless otherwise desiyr�ated <br /> EARTHWORK MISC. AREAS <br /> Locotion Quantity METAL 8EAM GUARD RA/LING <br /> Sto. l92 * 55 to Sto. 2/2 f 40 &3V . 95-6 Locotion Quonti ty <br /> Sto. 202 * 50 Lt 2/2 `- 6 " <br /> Sto. 202 * 50 Rt. 2/2 <br /> Toto/ = L. F 4341 <br /> DRI VE WA YS <br /> Type NO. Quontity CABLE ANCHOR ASSEMBLY <br /> Type - E 4 ZI8.79 SY. <br /> (BREAKAWAY TYPE — A ) <br /> Locotion Quant/ty <br /> A// Ends of Guord eci/in Toto/ 4 Each t ` BUILT <br /> ASPHALT CONCRETE 9 Cc. 's ECTIONS BY ep <br /> ( TYPE - 3 ) P J';> CHANGES <br /> L oco fi on Quontity <br /> Sto. /92 *S5 to Stn. Z/2 + 4o 95&.9 -863 Tons <br /> FRENCH CAMP ROAD <br /> TYPICAL SECT/O/V, DETA /LS <br /> �� �1178 /7� •� 9�7fT YJT. �� g�� AND CONSTRUCT/ON NOTES :, W/DEN/NG FOR LEFT TURN 2 8 <br />