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. ` I <br />:, 1 2 <br />1+00 ; <br />SEE SHE8TA' 4. <br />NE: 7 <br />MATCH <br />Lr <br />GUAf D <br />A r4- ?; 1RAIL PER CDOT STD. <br />Nq <br />. <br />C?? 1:1 }PLAN ; -M-760,671 <br />1i <br />1 <br />i' <br />{ CONSTRUCT 12' CRUSHED <br />GRAVEL ROAD PER TYP. SECTION. <br />R SHEET C2.00 <br />l t <br />f , h <br />V, N, <br />i '1 Jr? GENERAL NOTES <br />1. REFER TO SHEET CO.00 FOR GENERAL NOTES. <br />2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF <br />'I ?.?;. ROAD UNLESS OTHERWISE NOTED, REFER TO SHEET <br />/ <br />C3.10 FOR CENTERLINE HORIZONTAL CONTROL <br />` INFORMATION. <br />EXIST. <br />SERVICE .•3. SEE SHEET C2.00, TYPICAL ROAD DESIGN WIDTHS. <br />ROAD <br />-8695 <br />-' PROPOSED <br />17° (IMP <br />8705 - 1 8705 <br /> <br /> <br />113 rn 0 ?`--- - ?? - <br /> <br />- <br /> <br />? 0 <br /> <br />; <br />8700 0 4 N \ 8700 0 <br />8700 <br /> F, + <br /> 00 \ <br /> .- \ PROPOSED RADE <br />8695 Lij r \ 8695 <br /> ( m m 15 00 rn N 16+ 00 <br /> <br />8690 U) 0000 + \ 8690 U) 8690 <br /> W w W <br /> Z cn z <br />8685 - U - 8685 <br /> I w EXISTING GROUND j <br /> [7 <br />(] <br />8680 8680 8680 <br /> <br /> <br />Q PVI STA = 14+75.00 <br />Q <br /> PVI ELEV = 8704.32 <br />8675 A.D. _ -13.49% <br />8675 <br /> K = 7.41 <br /> <br /> \ <br />8670 8670 8670 <br />PROFILE SCALES <br />HORZ: 111 = 301 <br />VERT: 1B = 101 <br />#It* 1_J-L.1 <br />NORTH 0 15 30 <br />SCALE: 1° = 34'-0° <br />lie <br />Ce C ASSOCIATES <br />77. <br />N <br />z <br />a <br />J <br />a <br />z <br />0 <br />h <br />U <br />h <br />N <br />z <br />0 <br />U <br />0 <br />Q <br />0 <br />a <br />0 <br />L] <br />Z <br />CZ_ <br />G <br />Q <br />L7 <br />0 <br />3 <br />Z <br />-J o <br />00 <br />U? <br />40 <br />J <br />40 <br />a <br />J <br />W <br />L <br />Q <br />4 <br />0 <br />Z <br />k d <br />ZF Z <br />DD <br />am 4 <br />ua J <br />B? a <br />a? <br />0 <br />4 <br />0 <br />00 <br />PROJECT 9:1 1.0054 <br />DRAWN BY: JJA <br />DESIGNED BY: BAB <br />CMECKED BY: DJM <br />C4.1 1