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BASIS OF BEARING : FRENCH CAMP ROAD <br /> STATE HWY. BK. PG. 146C. M . WEBER GRANT ROAD INDEX FILEYEAR SNEET TOTAL <br /> J N0. NO. N0. SHEETS <br /> ROUTE 5 SECTION B1 11969 3 /3 <br /> ' <br /> SHEET 4 OF 13 SEC. 13 1 <br /> i <br /> i <br /> 1 <br /> �F C017 S f S 38 042 " 00 "E /690.'07 <br /> CI <br /> P55 <br /> CO <br /> _ <br /> �$ l Sta. 6*00 ec,X ¢ d N <br /> N N k .Bey�n 0:/7 Ar C. Dike `' <br /> �. Construct A.G SP //way 'A � <br /> 0 See Sheet /3 for Detai/s d <br /> V, 50��- �h 200 <br /> ' SO' N <br /> Trans. Trans. <br /> i <br /> F <br /> b' r <br /> p iF <br /> 1 <br /> 9 <br /> r, <br /> � �A7 - /51 /5' <br /> Cj — <br /> ae <br /> See S/;ee,t 9 �' y •Q <br /> Existing Box Cu/y. to be :Q <br /> For Intersection SA 40 �9 P/u99edandRemain in Place v u� <br /> De `cti/sBeg/n 0./7' <br /> hA.C. Dike ¢ ' Q oo Sf�t, //+00 <br /> Construct A.C. q6% <br /> BEGINNING OF P T , 5 i//wa - See Sheet End 0.17' A.C.Dike <br /> d `y Construct A.C. .sp//way <br /> m l� /3 For Defa.i/s <br /> STA. 1 * 00 <br /> W See Sheet /3 For Details � <br /> o , icy a <br /> I <br /> F <br /> SCALE 50' <br /> M. 94 Chisled❑ m Cen to <br /> Ca B.M 8 RA o f <br /> of Conc, Headwall. Rt- of <br /> sto.9-% VSEL./9.5/ <br /> TY I <br /> P CAL TYPICAL TYPICAL <br /> A g <br /> . i <br /> SECTION SECTION SECTION <br /> 1 <br /> M' 1 <br /> -T <br /> N <br /> DAfUm '--r--•- 7 <br /> . , 200 V.C.. 204 V.C. — <br /> : <br /> t <br /> In <br /> rn ,n lzi ; <br /> O . N N N O L <br /> E <br /> LEV L N o au20 <br /> : k <br /> 3 <br /> In <br /> N NI <br /> 20 <br /> O F <br /> cr.1� <br /> 18 <br /> �. : :, a _.. .. t. I, —. — :, I. —. — — ... .. ry• 'I, !.. i i —. is <br /> fed r d - �,r <br /> , <br /> G 18 <br /> , <br /> : <br /> 1 <br /> 16 <br /> 16 <br /> V <br /> ► , , ,_._. ;_ i._Exc-.�fia B.ox Cub. TO � .�/4l � , <br /> Arid tf i <br /> , <br /> + <br /> /NTERSEmo1jv vANTI T/ES <br /> /NcLu� �sEzaw a <br /> + <br /> SHEET TOTAL <br /> EXCAVATION EMBANKMENT 35 88 6 /OZ 39 /55 Z/9 /60 53 5 0 7 72 93 56 563 <br /> DO 5-00 /87 2 3 9 /9 2 2 ¢5 <br /> STATION •3 4 5, .. <br />