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2 r PROPFRIY LINE CONSTRUCT 12' CRUSHED 1 <br />GRAVEL ROAD PER - ; i <br />TYPICAL SECTION. <br />'1'?i? ~ r" ?RRE: SHEET C2.00 <br />-5 f <br />-, <br />8640- <br />i <br />?i! 1 r t _?j <br />ROAD CENTERLINE,-- 1, \ Ir \ <br />?' f J -'''RE: SHEET C3.10. \ (' } ?;'11Da ?? 1 <br />/f I - <br />SF? ??? 1 1 <br />Er <br />FFT q: <br /> <br />GENERAL NOTES <br />1. REFER TO SHEET CO.00 FOR GENERAL NOTES. <br />2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF <br />ROAD UNLESS OTHERWISE NOTED. REFER TO SHEET <br />C3.10 FOR CENTERLINE HORIZONTAL CONTROL <br />INFORMATION. <br />3. SEE SHEET C2.00, TYPICAL ROAD DESIGN WIDTHS. <br /> <br /> p 75.00' VC r <br /> <br />8655 N N <br />" <br />8655 <br /> (D <br /> <br />0 <br />Lc. <br />r- <br />N 0 <br />c? <br /> (D PM STA = 26+58.16 <br />8650 N 8650 cR PVI ELEV = 8638.47 8650 <br /> Q p6 A.D. = 3.98% N < II <br /> ?.. + <br />co (D K = 18.$3 V) > <br />8645 N 00 &i J* 8645 <br /> C) >J <br /> Z EXISTING GROUND w W <br />5.00%" <br /> <br />8640 <br />- <br />F 8640 ; ; 8640 <br /> 1 - <br />k i - <br />1.02% , __.- <br />8635 -- <br />- 8635 <br /> Q PROPOSED G ADE <br /> <br />8630 8630 8630 <br />PROFILE SALES <br />H?RZ: 111 = 3?I <br />VERT: 1'I = 1 01 <br />NORTH 0 15 30 <br />SCALE; 1' = 30,-0° <br />CLC ASSOCIATES <br />ul <br />z <br />J <br />IL <br />z <br />U <br />N <br />z <br />0 <br />U <br />p <br />Q <br />0 <br />a <br />0 <br />U <br />Z <br />Z <br />a <br />U <br />0 <br />3 <br />Z <br />70 <br />?0 <br />?? <br />0 <br />go <br />EL <br />J <br />W <br />J <br />E <br />PROJECT $:11.0°54 <br />DRAWN BY: JJA <br />DEB IGN SO BY. BAS <br />CHECKED BY: DJM <br />04.14