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Y( <br />p1• <br />Nx <br />LEGEND <br />GROUND SURFACE CONTOUR <br />ENTRY LOCATION <br />PORTAL LOCATION <br />EXISTING ROAD <br />\ / / F \ \ \ RELOCATED ROAD <br />/ / \ PORT \ \\ \\ � _ _ \ � • \, \\ ... -' -. __... _ <br />x 1210\ <br />(l P I. T BE L CATED FTER .I <br />7275 \ ENTR HAS EN TR N <br />I \ \ \ \ MINIM M OF 0 F F SOOl�, \ <br />BEDR CK. <br />12,500 N. <br />,V <br />IFUELING I \ <br />AREA <br />BATH - \ <br />HOUSE \ \ \ <br />X 070 \ <br />r ,00 F1 �� _�- _ l -- <br />I I - -- – -- -- — VA <br />X <br />/ o <br />RS -5 B NCH ELEVATION <br />\ \ \ RS-6 7165 <br />RS <br />SUBSTATION <br />TL � <br />U <br />(FLOOR EL TION 7130) "12s VAr1pN \ <br />_ E PO AL <br />712 <br />N/ rz � <br />Cj <br />1 <br />/ ~ <br />�BENCTH 7 12EL? EV AT /pN �E O n a a _EO OAO <br />R- 0F7- V <br />\- I <br />\ <br />I — -- - _ <br />/ I I <br />TRANSFER TOWER #I _ 0 �\ I <br />0 40 80 <br />SCALE I" = 40' / <br />12,000 N. <br />i <br />7125 <br />� t - <br />t <br />- 7075 Q \ <br />P4-R_TAL ATI4NS ARID _ ATI <br />7050 <br />A A' <br />7200 <br />R01 `AD'S <br />FILL �� <br />7180 <br />7160 �� COLLUVIUM WITH <br />BASALT BOULDERS <br />7140 5 F 1.75% DECLINE TO FIRST CROSSCUT <br />7120 BENCH ELEVATION 7125 LOCATION OF BEDROCK CONTACT UNKNOWN <br />�- ROAD -i /ORIGINAL GROUND SURFACE <br />7100 <br />BELTLINE PORTAL SECTION A -A' <br />0 40 80 <br />SCALE I" = 40' <br />HORIZONTAL 8 VERTICAL <br />B <br />7200 <br />7180 <br />7160 <br />7140 <br />BENCH ELEVATION 7122 <br />ROAD <br />COLLUVIUM WITH <br />BASALT BOULDERS <br />X'eLOCATION OF BEDROCK CONTACT UNKNOWN <br />1J-z7 i° UtULINE TO FIRST CROSSCUT <br />7120 i -ROADS <br />7100 INTAKE PORTAL SECTION B -B' <br />0 40 80 <br />SCALE I" = 40' <br />HORIZONTAL 8 VERTICAL <br />7 C C' <br />260 <br />7240 <br />7220 <br />COLLUVIUM WITH <br />BASALT BOULDERS <br />7200 <br />BENCH ELEVATION 7165 <br />7180 LOCATION OF BEDROCK CONTACT UNKNOWN <br />ROAD 12% DECLINE <br />7160 TO FIRST <br />CROSSCUT <br />7140 RETURN PORTAL SECTION C -C' <br />0 40 80 <br />SCALE I" = 40' <br />HORIZONTAL 8 VERTICAL <br />\ \ SUBSTATION <br />TLINE TEM y \ \ <br />P R <br />CONSTRUCT RTAL ES$ <br />CC <br />COMPACTED FILL WITH / \' I� <br />1 112 (H). I(V) - C E !9 <br />OUTSLOPE <br />TEMPORAR ?g FT �i� P11AR <br />ACCESS y <br />RAMP E PO AL MINED LANID <br />�-' MATION;QW ION <br />RECLA � <br />?/ <br />/ jz: 3OFr BEN <br />/ CH EL <br />I 7122EVATIOIy N <br />I RELATED ROAD n <br />R- 0 FT _�!_ <br />I 1 <br />TRANSFER TOWER#I 0 <br />t 7125 <br />0 40 \ 80 7100 _ <br />KALE 1° = 40' BELTLINE PORTAL TEMPORA <br />ACCESS RAMP CONFIGURATION <br />REVISIONS COLORADO WESTMORELAND INC. <br />DESCRIPTION By DACE P.O. BOX 1 299 <br />-- PAO NIA, COLORADO 8 1 428 <br />- T "" ROCK SLOPE ENTRY PORTALS <br />_\ AND ROAD MODIFICATIONS <br />- - -- s o <br />DRAWN BOL SCALE 111 -401 DATE 3/27/87 <br />- - -, CHECKED GM REVIEWED PGS - - -- Joe No 873 -20171 <br />owe NO 3 OF 7 <br />Golder Associates FIGURE <br />I511II IIINII11 <br />004474 <br />