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Colorado Division of Xinerals and Geology <br />• <br />BSTINATIND FOHM - STBUCTUHAL DEMOLITION NOSH <br />Task Na.: 24a <br />Perait No.: C-83-059 <br />Date : 09-Nov-93 <br />.................. <br />Peraitting action Perait Eeneual <br />............................................... <br />Task description Beaove all buildings and structures on site <br />............................................ <br />sheet I of 2 <br />Prepared by C6J <br />Filensae C659-24a <br />Operation Terror Creek Loadout <br />................................ <br />MBAN5 Location Adjustoent: 102.005', of base <br />.................. unit costa - MBANB S1T6 NUBH 1 LANDBCAPB C09T UATA 1993 Bdition <br />......... <br /> ; ; NBAN3 BASE; ADJUSTED <br />STBUCTUHB I FAC[LITY ( HQU[PNBNT DBSCB[PT[ON ; D[MBN3IONS ; CONPOS[T[ON ; QUANTITY ; UNIT ; UN[T COST ; TOTAL COST <br /> <br />Control Lower - supetetructure I6'L z 14'Y x 26' N ; seta] 5,824 tuft 30.17 ; 31,010 <br />- floor (6'reinforceaeot ; IB'L x 16'L ; concrete 288 egft 33.01 1884 <br />- ao footiog ; <br />Substation - euperetructure 16'L x 24'Y x 20'N ; sate] ; 7,680 ; cuff 30.17 (1,332 <br />- floor (fl'reioforceaent ; 12'L z 10'Y coocrete ; 120 ; agft l3,Tfi ; 3460 <br />- footing (1'D z 2'Y) ; (E' + 12' + 10' +10' ; concrete 44 ; ]inft f8.2T f3T1 <br />Secondary 9ubstatioa - supetetructure ; 9'L x 4'Y x 6'B ; seta] 216 ; tuft 30.17 S37 <br />- floor (8'reinforceaent ; 16'L : 6'Y concrete 96 ; egft f3.76 ; 1368 <br />- no footiog ; , <br />Storage Building - superstructure ; S2'L z I2'M x 8'B seta] 4,992 ; tuft f0,17 ; 1866 <br />- floor (6'reinforceaent ; 52'L x 12'Y concrete ; 624 ; agft 33.01 ; 31,916 <br />• Scale Bouse - superstructure ; 9'L x 8'Y : 8'N seta] ; 576 ; cuff ; 30.17 ; 3109 <br />- floor (8'reioforceaent ; 8'L x 9'Y ; coocrete ; T2 sgtt 13.16 ; 3276 <br />Trailer near garage - superstructure ; 60'L x 6'Y x B'B ; oetallwood ; 2,880 ; cuff ; 30,17 ; 3499 <br />Stoker Oil Shed - supetetructure ; IB'L t 10'Y s 9'8 wood ; 1,620 tuft 10.17 1281 <br />- floor (6'teinfarceaent ; 18'L x 10'Y ; concrete I80 ; sgft ; ;3 ,O1 ; 7553 <br />- footing (3'D x O.S'Y) ; 10' + 10' + 18' + IB' ;coocrete S6 ; linft ; 312.53 3716 <br />Bathhouse - superstructure ; 60'L : ]0'Y x 8'B ; seta]/wood ; 4,800 ; tuft ; 30.17 3812 <br />Over-the-tract coal bin -superstructure 14'L x ]2'Y x 34'8 steel 5,712 ; tuft ; 30.17 3990 <br /> - tooting (2'D r 2'N) ; 4' + 4' + 4' + 4' coocrete ; 16 linft 38.27 ; 1135 <br />Malkway and stairway - superstructure ; 240'L x 3.3' M z 3,5'8 ;steel 2,772 cuff SO.IT 1481 <br />- S pads (6' w/rods] ; S(4'L x 4'Y) ; concrete 80 ; egft 33.01 ; 3246 <br />Bail Car Puller - supetetructure ; 8'L x 8'Y x 4'B ; steel ; 256 ; tuft 30,17 ; S44 <br />- Blab (12' w/ rods] ; ]0'L : 10'Y concrete 100 sgtt 36.02 ; 3614 <br />Above ground slab - slab (16' wlrods) 3'L x 2'Y concrete 6 ; linft 38.02 349 <br />Prioary Screen - superstructure ; 36'L x 14'N x 14'8 steel 7,056 ; tuft 10.17 J1,224 <br />- slate (8' w! rods( 40'G x 18'Y concrete T20 egft 33.76 !2,761 <br />Crusher - euperstructure fl'L x 8'Y x fl'N steel ; 512 tuft 30.17 f89 <br />- slab (S' wfrodsl ; 12'L z 10'Y concrete 120 agft S3.T6 ; f460 <br />Secoadaty Screen - superstructure 36'L z 9'Y x 14'8 seta] 4,536 ; tuft 30.17 3781 <br />- s]ab (8' w/rode) 4D'L x 14'Y ; concrete S60 egft 33.76 f2, 148 <br />8adial Stackers <br />Secondary to reclaio - superstructure (24'~ ; I10'L x 3'Y x 30'8 ; steel <br /> - Footing (l'D x 3'N~ 50'L concrete <br />Secondary to pile - auperatructure (24'{ 100'L x 3'Y x 10'N steel <br /> - footiog (1'D x 3'Y) ; 50'L concrete <br />Prioary to loop pile -superstructure (24') ; 100'L x 3'Y x 1D'N ; steel <br />- footiog (1'D z 3'Y) ; 50'L ; concrete <br />9,900 ; tuft ; 30.17 ; <br />SD linft ; 312,53 ; <br />3,000 ; tuft f0,1T ; <br />SO liaft 312.53 ; <br />3,000 ; cult 30.17 ; <br />SO ; lioft !12.53 ; <br />TASH SUBTOTAL - sheet <br />31,717 <br />3639 <br />fS20 <br />3619 <br />fS20 <br />3639 <br />----X25,203 <br />