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