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mm <br />AE FOP <br />INCREASE SLOPE. FRUM STA. 64 +00 TO - <br />-- TO MAINTAIN TO. 101 MARIMURA <br />MAINTAIN 100 I.IA -( <br />B TO i0F) <br />TO <br />' 1 <br />STA 42 +00 THRIM 47 +50 - - - - PGSTA 66 +38 20 % <br />y SHALL BE MSE WALL D' CULVERT CSLY -2 <br />REMOVE EXISTING STA 59 +25 MAIN ACCESS. ROAD N al 5 <br />r, SEL SING E611404 Oe E 1,44320 } /6 _ <br />U i L GUARD SHACK AT STA 49 +00 INSTALL IS LF 02 5'S' CRAP A$CH CULKRi, SEE 31 <br />_. STA W +50`THRU 53 +50 STA 56 +40 <br />E I. 295 CURVE 6 -- <br />�1 SHALL BE M5E WALL E STA 53 +75."INB 54 +25 N 396,(56_= - -5 54 94 56 " <br />SEE TWO LOT 1403 - FILL SLOPE SHALL BE 1 6:1 4 611 +2 0� <br />` FT STA 4I +4669 CULVERT CSIV 9 �L- 6604' S - 6658 <br />N 000. - - E l 443 2}TJ,9A PG-STA 68+h4.11 <br />1 44],83]81 R 8D LF OF 150 CMP CULVERT 7f0 FI. LT ' <br />toe NT 398 97117 PT-STA 58 +52 59 E 1 44 ApR6i 0 <br />` 199048` - 100 IDe N <br />PT }99135934.49 I CU(NE i <br />E 1 443431 _ PI'STA 53 +8041 £:A 44718916 _ A <br />GUARDRAIL IN OUT 6560 N a _ <br />t06 ,E 1,44]59201 GUA SOOf4R�OTH A` �� /� - <br />� - - - E <br />R LT J <br />PC STA -5/ 0088 <br />SIDES <br />AD <br />PO <br />- <br />M <br />--5 03 t0-30W - I� <br />- _ �1 - -. • MAIN AC ESS ROAD _.�� � s 3�g9. ° '231 01 <br />ti <br />Tq 19 <br />S 16-48-07W <br />.. 1 914$2 GUARDRAIL ^. <br />Y <br />EXCAVATE ROCK AT J D NC399 51+61 52 bEJLL TCSLY -9 <br />- E 1 99757337 - STk 52 +50 - <br />I Al 998973 - " <br />H <br />G t4a E 1 447,38$ 5 3a -18 55W <br />CURVE 4 INV IN '0590 56639' <br />CURVE 3 loe - ' PI STA 50498,2$ 25 . RF <br />\� / ` <br />11 11A 40+6893 N 399,15634 100 N }9058814 <br />N 400,15236 '1; ,.- E 1493,562.39 E' %I$iING UNDERGROUND E 1,44710224 <br />E. 1.443T360147 -- WNTILAT FApL ` <br />F - Y TO REMAIN INTERSECTION <br />' CURVE DAT - <br />NO <br />RADIUS <br />LENGTH <br />.DELTA <br />3 <br />716.20 <br />15615. <br />12 -29-32 <br />A <br />238.73 <br />-72.97 <br />1 17-JO 48 <br />5 <br />204.63 <br />151 71 <br />42-2B-40 <br />6 <br />477.46 - <br />94 40 <br />11,20 15 <br />' <br />358.10 <br />322 34 <br />'Si -34 28 <br />$ <br />358.10 <br />24x30 <br />9'_OS 19 <br />P -STA 39 +9054 TA 58+50 MAIN ACCESS RD <br />109 4 0_ 1 - $ ETOVIIO SU66 TARON ACCESS RD <br />E 1,447,Afi6.36 ` FL 0 -' <br />E t4P 5p0 <br />JY <br />- s ml p50. <br />. -- <br />o a, 6 <br />\PT STA 61 +94 18 <br />N <br />/ E 1493,22835 <br />N 1171 14 31 <br />- E 1 4472]J�34"- <br />PCA <br />610+99.10 <br />PT � TA� 67 +$3.53 <br />iN 59'/70 <br />S 0$ 09 -45E N 398 <br />24311 <br />7914 <br />f 1,447,06247 <br />E 1.447.22T25 <br />- <br />N 398.44285 <br />1,447,13B 13 <br />. <br />STA. 67 +00 CURB 71 +00 <br />CO SLOPE SHALL BE 13 <br />-- <br />1 <br />\E <br />- CULVERT CSY <br />1 <br />v3 <br />5Ta'. 59 +10 <br />E 1.49 F.140 ' <br />N 398,440 <br />A <br />A <br />Z"C <br />aE' � <br />EL.6640 <br />1 <br />2Tye <br />s0 FT RT. '. <br />ill <br />_ <br />f <br />SEE <br />DWG E611105 FOR SUBSTATION <br />ROAD <br />PLAN AND PROFILE -,2 <br />m <br />11 <br />r <br />NOTES <br />1. ALL COORDINATES AND ELEVATIONS ME PROVIDED FOR <br />REFERENCE PURPOSES ONLY. ALL DIMENSIONS MUST BE <br />FIELD VERIFIED PRIOR TO CONSTRUCTION. BASE RAPPING <br />PROVIDED BY MOUNTAIN COAL COMPANY, CONTOUR INTERVAL 20' <br />2. SEE DWG 611109 DETAIL NO .4 FOR GUARDRAIL SCHEDULE <br />ISSUED FOR BID <br />ISSUED FOR 90% <br />ISSUED FOR 50% <br />MJN LB CHR <br />DUN LO CHR <br />�11111%k WEST EL MME <br />IF PO_ BOX 591, 1 MI. 6 OE SOMERSET <br />SOMERSET, TO 8IU4 <br />SYLVESTER GULCH FACILITIES <br />MAIN ACCESS ROAD PLAN AND PROFILE <br />STA. 38 +00 TO STA. 89 +00 <br />m fib MJN I °i FED, 199; <br />S SNOPW <br />21786024 <br />7100 <br />_ <br />r <br />7100 <br />o <br />u <br />>o <br />O <br />7000 <br />° <br />7000 <br />ED <br />EE <br />-. <br />AP <br />69DO <br />P <br />A, <br />n <br />Ob <br />tll..t. <br />+9 + <br />N <br />' <br />ry <br />rvry Mb <br />++ <br />m <br />-.A, <br />6800.. <br />G� �' <br />rz <br />ra•:n <br />_`_z� <br />vwi <br />6800 <br />Zj <br />6700 <br />6300 <br />- CEMERL <br />OF ROAD <br />._ <br />_ <br />:�� •H.. <br />4 <br />- <br />6666 <br />_ -- <br />_. <br />0500 <br />_ <br />_. <br />.6500 <br />_ <br />AT :CE <br />RLIN <br />OF..OAD <br />. <br />f <br />IIIINI VIII VIII VIII VIII VIIIIIII IIII <br />6400 <br />- <br />- <br />__ <br />001195 <br />6400 <br />a <br />° <br />°v <br />°S <br />38 +00 40 +00 42 +00 44 +00 46 +00 48 +00 50 +00 <br />52 +00 54 +00 56 +OD <br />60 +00 62 +00 64 +00 66 +00 68+00 70 +00 <br />~r <br />ZI <br />AP'VD N0. REVISION DE6CRRTION!!°_°_°_°^.!°_!e Is Nm IMml <br />w a /rmm MOUNTAIN COAL COMPANY <br />NO. REVISION DESCRD'TION T®T4MG 1° °1'�'B DATE BY CRIO) <br />NOTES <br />1. ALL COORDINATES AND ELEVATIONS ME PROVIDED FOR <br />REFERENCE PURPOSES ONLY. ALL DIMENSIONS MUST BE <br />FIELD VERIFIED PRIOR TO CONSTRUCTION. BASE RAPPING <br />PROVIDED BY MOUNTAIN COAL COMPANY, CONTOUR INTERVAL 20' <br />2. SEE DWG 611109 DETAIL NO .4 FOR GUARDRAIL SCHEDULE <br />ISSUED FOR BID <br />ISSUED FOR 90% <br />ISSUED FOR 50% <br />MJN LB CHR <br />DUN LO CHR <br />�11111%k WEST EL MME <br />IF PO_ BOX 591, 1 MI. 6 OE SOMERSET <br />SOMERSET, TO 8IU4 <br />SYLVESTER GULCH FACILITIES <br />MAIN ACCESS ROAD PLAN AND PROFILE <br />STA. 38 +00 TO STA. 89 +00 <br />m fib MJN I °i FED, 199; <br />S SNOPW <br />21786024 <br />