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<br />6300 <br />I <br />7 <br />5 <br />ou <br />Qw <br />W <br />3 <br />a <br />0 <br />C <br /> <br />x / STOP SIGN I -, <br />I <br />1 MUTCDWI-1 I <br />SEESHEETGB? qI I x / <br />1 3 <br />Ni <br />TRANSITION SHOULDER <br />1 I FROM 6' TO 3' <br />I I 1 i I i % / I STATION=11-81.47 <br />1 ,.., OFFSET=2100L <br />PROPOSED <br />/ ' \ J <br />i .x GRAVEL I <br />DRIVEWAY ACCESS <br /> Start Station End Station <br />NO. Length Radius Line/Chord Direction <br /> Start Northing/Easting End Northing/Easting <br /> Sta:9+50.00 Sta:11+39.80 <br />L1 189.80 S48* 43'18.57E N:8873.3699 N:8748.1571 <br /> E:8864.0781 E:9006.7145 <br /> Star: 11+39.80 Sta:12+96.35 <br />C1 156.55 150.00 S18* 49'24.73"E N:8748.1571 N:8606.6163 <br /> E:9006.7145 E:9054.9638 <br />/ SHOULDER TRANSITION SHOULDER <br />I, N VV x <br />3 4? ) FROM 6! TO 3' <br />-12.58 STA:10EWAY STATION=12-34.69 <br />BEGIN RI <br />CONSTRUCTION WAY 6 OFFSET=34.50L <br />CONC <br />r _ <br />PROPOSED EDGE OF <br />V v. g' I'f? ,b ^r p7 PAVEMENT LINE <br />P I I r(, i,o- fr r <br />9 ?_ _ 10001 a L Lis a1.- I T I v,V"? {lI STA.12+40.34 <br />T END DRIVEWAY <br />JCH EXISTING <br />ROAD <br />?1sr 6? 1 6??g 1'A sa:, ?? +S 'r CONSTRUCTION <br />? ? Sad x'34 <br />I i,?' t ? 4M „+r! • ,. Y?y "' ? ?i r PROPOSED EDGE OF <br />µT n t . _ GRAVEL SHOULDER FUTURE DRIVEWAY AND <br />t. !2 dy?,ff? C7 ;"? ?1 MINE CONSTRUCTION <br />mix <br />`\-1 (NOT PART OF CONSTRUCTION) <br />IQ ?_ ' W -- _ .s. M oh 1 ?... - <br />?l l0 <br />(? `.? I f . /t PROPOSED \ 1' 3 <br />I? ??jm L ,?," ASPHALT <br />(TYP.) <br />1 <br />x ? .\ <br />17 r 1 ? -jY„1 <br />. <br />I i <br />I I T, ? , <br />112 <br />PROFILE SCALES <br />HORIZONTAL 1'-20' <br />VERTICAL 1' =4' 6300 <br />N <br />0 10' 20' 40' <br />SCALE INSCALIE IN FE ET <br />Point Table <br />Point# Northing Eesting Description <br />1 8868.23 8956.23 PI <br />2 8858.65 9058.67 RP <br />3 8788.97 8982.96 PT <br />4 8759.43 9016.61 PC <br />5 8635.43 8907.76 RP <br />6 8733.44 9040.50 PT <br />7 8673.91 9084.44 PI <br />6 8662.30 9055.33 PI <br />9 8656.62 9041.08 PI <br />10 8736.88 8996.82 PC <br />ii 8766.42 8963,17 PT <br />12 8693.48 8895.51 RP <br />13 8781.03 8848.26 PI <br />DRIVEWAY CROSS SLOPE TRANSITION TABLE <br /> LEFT RIGHT <br />STA 10+12.58 14.00% 1.00% <br />STA 10-30.00 -4.00% 1.00% <br />STA 10-50.00 -300% -3.00% <br />STA 10+70.00 +2.00% -2.00% <br />I of „m <br />W N°1 <br />4NI 9 IoM <br />N <br />Nov <br />LW <br />0 p <br />F N <br />a <br />U o <br />w tt <br />0 <br />I rn <br />2 <br />3 <br />wa <br />ZZ <br />g ?2 w <br />J_ <br />y w' <br />z3o0tt ALL <br />pu UN Q Q <br />?z ? <br />U? w a <br />w? U <br />Y0 FN <br />WW IY Z <br />20 <br />a t=Q J <br />u F> a <br />a <br />Q3 <br />w <br />d <br />Project No.: 13323511-10003 <br />Designed By: COD <br />Drs By: LAW <br />Checked By, CAD <br />I <br />C-5 <br />Sheet 6 OF 9 <br />Bar Measures 1 ir,h <br />9+50 10+00 11+00 12+00 13+00