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{y CLIQVFAT CSLY 3 <br />O <br />S O $TA. 19 +50 <br />J� N h eC N-397.640 <br />/p a . E I, ,OGD <br />IOW, OUT 6791 <br />t <br />CULVERT.45LY 3 <br />r ^P Q o e LIGHT USE MANfENAH� ROAD N 397, ,Fis _.. <br />•" 'N 39].605 .. <br />F F,446 INV�W 6791 <br />NSALL.H. <br />4 m w o CMP ARUL CULVERT CSLY -5 <br />WAVENT CSFY J .'� � Q o w N TYPE SION�CHANNEL J6] '�i- o '39]662 <br />E1 ,4A)599 ,yl � /�CN a ¢m w, AT STA PI +7502 0.1.446025 <br />.. STA 21 sa3 - E 1 IN 7959 -.' `.:, �T 7 �a zw� " — N Sv? 9o2s3 ? CF[ ET 67LT <br />w <br />.. _ FFSET 1e LT <br />SG 19a85:93 l -.. s E 1 ip(„22E 00 TFR <br />STA 18+9927 _ N 395 69-- OFFSET 25 LT /, qO - L <br />N 396.429 E 1,94].451 65 tF'.196 CMR GILOERT— _ <br />N J91]13 E 1,447,418 -.. LLLCiftIC PQREHOLE--.� \\ AO \STA 24 6fi 105N <br />E.1.44] 378 _ . - (BY OiHERi). STA 2D 6t1 <br />S 36 13 23W .' <br />HOUSE <br />p J9560 -.\- - -' 1+ _ LIGHT USE MAINTENANCE RD., <br />LIVE TOPSOIL DS. M2 : p�� h _, t 297.0} CULKFT'C LV 5 <br />E'1,44) 9 END �Of ROAD <br />- J 15,200 Lhl YDS <br />"Y \ S0A 6 OF 15 0 CMP E51T446 040 <br />\, \ � ?SlA Z64 32 @15l:I 1b,kl <br />PT-STA SOa5r 56 -_N <br />- -o.. -. - S 1 5 D ... 6 09 -48 N 394,368 _ Y _ -,. - E 1 b }0} INV IN. 5701 m <br />513425 -35 GUARDRAIL $ 'F 1.447614 , - - 46 OFFSET 18 L] G <br />_ 2820]' _w 287& - _ ." -11 � INV EL Q750 <br />1 184. 1 + PRONDE`V DEEP �� <br />i' <br />6 JD E. 4. O - CARVE I6 ''. TRICKLE CHANNEL <br />'11992' -_.. -.. _E 11443, 0] STA,�I +t9.6 - TO DIVERT RUNOFF <br />FOR TYPICAL ONLY USE _ N`394.I09 14 °57„2 -. <br />P P 93 <br />N <br />h <br />- ROAD DETAIL J-. E I,�p.].544 '., CULVERT CSLY ] E <br />SEE OETPIL 1 �' ' , " STA 2a +90 - <br />S 05�4b -32 E 1O6 I $ 134 -51 E 1 64] 491 STA 39TY6.1 o� _.... - l�� <br />I <br />T01y - EXISTING ROAD 2 V. N 394552 N 394450 QOM G <br />f <br />1 _ 1NV Ul T 69X E I H7 569 <br />i OFFSET 70 RT 1 <br />+o; <br />INO P <br />CURVE DATA <br />NO RADIUS LENGTH DELTA CURVE DATA - J PG`G <br />ELECTRIC BOREHOLE ROAD PLAN _ DIVERSION 'CHANNEL \ � e <br />16 81.85 76.05' 53 -13 -58 NO: RADIUS LENGTH DELTA : SEE DETAI. e <br />SpIE N KIN <br />oc.a� rc 14 94516. }+3x87 19 -01 -35 <br />'o in 15 1 75.37. 497 15•. .- 16 -02 -40 <br />r <br />a SUBSTATION ACCESS ROAD AND DIVERSION CHANNEL PLAN <br />rc w —__ <br />w > o n <br />u w o .6900 scwF <br />IN FEET <br />1' 6900 <br />r n <br />w w. <br />6800 w <br />i - - ,° PROP SEb UdVE T OF CHA NEL 1NI <br />0 6 /00 6/00 IIIIIIVIIIVIIIVIIIVIIIVIIIIIIIIIN <br />OI -a -. . w 6 > Q S ,v 001198 <br />-c - - t - I`n z - y -. <br />� '+ <br />N7000 <br />{ o EXISTING OU FACE <br />0 ^ 0 +00 22 +00 24 +00 w o <br />2 DIVERSION CHANNEL PROFl-E <br />Nw- <br />1r� STATIONING OF CHANNEL PROFILE IS <br />a d¢w <br />6900 a w - HABED OFF CENTERLINE OF ROAD <br />-. PROPOSE RDA¢ n 8 m - mTa ^M <br />10 <br />-. Qf w + EXLSTINI ONG ND URFACE 1 69 • } FOm - - <br />zEl <br />6700 670 <br />JO <br />^ mryp n ON 5w <br />e� mm m� mm e 9 e <br />_ :_F%lFOP06 IaOAD ' 66D <br />18 +00 20 +00 22 +00 24 +00 26 +00 28 +00 30 +00 6600 - <br />ELECTRIC BOREHOLE ROAD PROFILE P o m <br />S EMTE <br />o w Im w <br />10 +00 12 +00 14 +00 m n 16 +00 18 +00 20 +00 22 +00 24 +00 <br />8UBSTATION ACCESS ROAD PRO IL <br />NOTES <br />1. ALL COORDINATES AND ELEVATIONS ARE PROVIDED FOR <br />REFERENCE PURPOSES ONLY, ALL DIMENSIONS MUST BE <br />FIELD VERIFIED PRIOR TO CONSTRUCTION. BASE MAPPING <br />PROVIDED BY MOUNTAIN COAL COMPANY, CONTOUR INTERVAL 20' <br />2. SEE MC. k E611109. DETAIL NO 4 FOR GUARDRAIL SCHEDULE <br />CHANGED CULVERT CSLY- <br />ISSUED FOR BID <br />ISSUED FOR 90% REVIEW <br />ISSUED FOR 5D% REVIEW <br />DATE I BY <br />LB I CHIP <br />BY <br />" P.O. <br />ELECTRIC BOREHOLE ROAD - STA. 2=0 TO END <br />SUBSTATION ACCESS ROAD, PLAN AND PROFI <br />FEE. 1997 1 <br />1..wN <br />