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EXIST. <br />SERVICE <br />- 'ROAD <br />8710 <br />8705 <br />5' <br />w <br />J <br />W <br />ROW <br />81 <br />S1�A:1 + 00 <br />MATCH EXISTING..,' "'/ / <br />GENERAL NOTES <br />1. REFER TO SHEET C0.00 FOR GENERAL NOTES. <br />2: STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF ROAD UNLESS <br />OTHERWISE NOTED. REFER TO SHEET C3.10 FOR CENTERLINE <br />HORIZONTAL CONTROL INFORMATION. <br />. SEE SHEET C2.00, FOR TYPICAL ROAD DESIGN WIDTHS. <br />8700 <br />8695 <br />8690 <br />8685 <br />10-00 1 1--00 <br />871 5 -_. <br />CONSTRUCT CRUSTIED — <br />'GRAVEL 'GRAVEL ROAD <br />PER TYPICAL SECTION. <br />RE. SHEET, C2.00., <br />PROPOSED ' <br />8710 <br />PROPOSED GRADE <br />r <br />. 1 ` ,` ,'FA I V,1 V1�` Lp► N "C::D P P O.R'AT I ON <br />Jilt/ <br />EXISTING GROUND <br />12 -00 <br />PROFILE SCALES <br />HORZ: 1" = 30' <br />VERT: 1" = 10' <br />`� --- --'• <br />r <br />13 -00 <br />• C <br />4 <br />LIMI=.7/1=1 <br />NORTH 0 15 30 <br />SCALE: 1 ''s 30'•O' <br />CLC ASSOCIATES <br />° ° <br />a <br />006.00■00 001,1 <br />r 303 720 3300 <br />r 203 ?TO 33■119 <br />0 <br />4 <br />z a <br />ix <br />a 0 <br />z v <br />0 <br />r- <br />3 <br />N Z <br />z <br />0 <br />U <br />V <br />0 <br />J <br />z <br />C <br />m <br />w oo' <br />I <br />0 F S 5 <br />Z D Y <br />a5 5 <br />f5mgg <br />0 0 0 0 0 0 0 O <br />1- <br />z <br />3 D <br />00 <br /><0 <br />JU <br />a <br />J <br />PROJECT M :11.0054 <br />DRAWN DV: - JJA <br />DESIDNED SY: <br />CHECKED DV: 0J14 <br />C4.10 <br />W <br />J <br />O <br />a <br />0 <br />z <br />Q <br />z <br />Q <br />a <br />0 <br />Q <br />re <br />