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sheet 4 of 7
<br />STBUCTUBAL DBNOLITION N08B comt'd
<br />• ; ; ; ; ; HBAHS BASB; TOTAL
<br />9TBUCTUBB / FACILITY / BgUIPNBNT DBSCBIPTION ; DIHBNSIONS ; COMPOSITION ; QUANTITY ; UNIT ; UNIT COST ; COST (fl
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<br />CULVBBTS A ASSOCIATBD STBUCTUBB9 cont'd; ; ; ; ; ; ;
<br />Sediment Pond HB ;3 ditch inlet CHP ; 1 8 55'L, z 24' diam. ; CHP ; 55 lin.ft.; 47,54 ; 4425
<br />Clear water ditch CHP west of silos ; 1 fl 104'L. t 24" diam, ; CNP ; 100 ; 1in,ft.; 47.54 ; 5773
<br />FN;1 A NB;1 discharge CMP (2 downalope seg.! ; 1 8 360'L. t 54" diam. ; CHP ; 360 ; lin.ft,; f34.24 ; !12,635
<br />Sediment Pond NB ;6 discharge extension CNP ; 1 A 100'L. t 36" diam. ; CHP ; 100 ; lin.ft.; !21.11 ; 52,164
<br />Orig, Access td. A Hxy 133 crossing CNP tt 1 B 60'L. s 36" diam, CHP ; 60 ; lin,ft.; 40,00 ; SO
<br />Orig. ao,rd, c.slope ditch CHP belox breaker ; 1 8 11S'L. s 24" diam. ; CHP 11S ; lin.ft.; 47.54 ; f869
<br />Orig,ac.rd.c,slope ditch CNP S.B. of breaker ; 1 B 75'L. t 24° diam. ; CHP 15 lin.ft.; S?.S4 ; 4580
<br />Orig.ac.rd, turnoff CNP 8 ata. 4T+00 approx. ; 1 8 50'L, t 24" diam. ; CHP ; 50 lin.ft.; 57.54 4386
<br />Orig,ac.rd. turnoff CNP B sta. 50+90 approx. ; 1 8 TS'L. i 24" diam. ; CHP ; T5 ; lin,ft.; fT,S4 fS80
<br />Collection ditch CHP to HB ;1 (above FM ;1) ; 1 8 230'L. z 24" diam. ; CMP 230 ; lin.ft.; f7,S4 ; f1,T78
<br />Orig,ac.rd,c,slope ditch CNP near substa, rd. ; 1 8 45'L. t 24' diam. ; CHP 45 ; lin.ft.; 57.54 ; 4348
<br />Portal rd. turnoff CHP from orig. ac. rd. ; 1 8 40'L. s 24' diam. ; CHP ; 40 ; lin.ft.; 57.54 ; 1309
<br />Portal rd. CHP ;1 into manhole on bench ; 1 fl 20'L, t 24' diam, ; CNP ; 20 ; lin.ft.; 47,54 ; 5155
<br />Portal rd. CHP ;2 into manhole on bench ; 1 8 70'L. t 24' diam. ; CHP ; 70 ; lin.ft.; 47.54 ; 1541
<br />Portal Beach div. ditch inlet to manhole ; 1 8 130'L. t 24' diam. ; CHP ; 130 ; lin.Et.; 17.54 ; 51,005
<br />Poxder magasine ac. rd, CHP ; I fl 30'L. i 24' diam. ; CHP 30 ; lin.ft.; l7.S4 5232
<br />Upper diversion ditch No. 2 CNP ;I N/A -buried ; ; ; ;
<br />Upper diversion ditch No. 2 CNP ;2 N/A - buried ; ;
<br />Upper diversion ditch No. 2 CNP ;3 ; NIA -buried ; ; ; ;
<br />Neu ac. rd. a Hxp 133 borrox ditch CHP iz ; 1 B 70'L, t 24' diam, ; CHP 70 ; lin.ft.; 20.00 ; SO
<br />Neu ac. rd. CNP H Sylvester Culch turnoff ; 1 8 10'L. t 24' diam. CHP ; 70 ; lin.ft.; 47.54 ; SS41
<br />•Iex ac. rd. CHP A topsoil stockpile ; 1 8 40'L. t 24' diam, ; CHP ; 40 ; lin.ft.; 47.54 ; 5309
<br />Sylvester Gulch rd. CHP belox subsoil pile ; 1 fl 40'L, t 24' diam. ; CHP ; 40 ; lin.ft.; S7.S4 ; 5309
<br />Sylvester Gulch rd, CMP above subsoil pile ; 1 8 60'L. t 24' dies. ; CHP ; 60 ; lin.ft.; 51,54 ; 4464
<br />Sylvester Culch rd, CHP ;l is ; 1 8 20'L. t 24' diaa, ; CMP ; 20 ; lin.ft.; f0.00 ; f0
<br />Sylvester Culch rd. CHP ;2 st ; ! 8 20'L. t 24° diam. ; CHP ; 20 ; lin.ft.; 50.00 ; f0
<br />Sylvester Culch rd. CNP ;3 is ; 1 fl 20'L, t 24" diam. CHP ; 20 ; lin.£t,; 54.4D ; f0
<br />Sylvester Gulch rd, CHP t4 ti ; 1 fl 20'L. t 24" diam. CHP 20 ; lin.ft.; 50.00 ; SO
<br />Sylvester Culch fan facility CHP ; 1 8 60'L. t 24' diam. ; CNP ; 60 ; lin.ft,; f7.S4 4464
<br />GUARD BAILS:
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<br />Orig. Ac. Hd.- Sta. 04+75 to 11+75 ; 1 8 2.2'H. t 700'L. ; Steel/Nood ; 700 lin,ft.; $4,26 ; 43,071
<br />12+25 to 16+00
<br />° -Sta ; 1 fl 2,2'H. s 375'L. Steel/Nood ; 375 ; lin.ft.; 14.28 ; 51,645
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<br />" -Sta. 15+32 (bridge railing( ; 1 fl 2.2'H. t 50'L. ; 9tee1/Nood ; 50 ; lin.ft.; 59.28 ; 5219
<br />" -Sta. 16+50 to 18+10 ; 1 8 2.2'H, t 160'L, ; Steel/Nood 160 ; 1in.ft,; J4.28 f702
<br />' -Sta. 18+80 to 20+10 ; 1 8 2.2'H. i 130'L. ; Steel/Nood ; 130 ; lin.ft.; 54.28 ; 2570
<br />" " -Sta. 21+00 to 23+50 ; 1 fl 2.2'H. t 250'L. ; Steel/Nood ; 2S0 lin,ft.; 44.26 ; f1,097
<br />° -Sta. 33+10 (bridge railing( 2 8 2,2'H. t 60'L. ; Steel/Nood ; 120 ; lin,ft.; 24.28 ; f526
<br />° -Sta. 34+60 to 3T+80 ; 1 8 2.2'A. i 320'L. ; Steel/Nood 320 ; lin,ft.; 14.28 ; 51,404
<br />' -Sta. 40+00 to 46+00 ; 1 8 2.2'H. t 600'L, ; Steel/Nood 600 lim.ft.; 54.28 ; 52,632
<br />" -Sta. 55+90 to 58+00 ; 1 8 2.2'B, t 210'L. ; Steel/Nood 210 ; lin.ft.; 44.28 4921
<br />" -Sta. 58+00 to 59+55 ; 1 B 2.2'H, t 155'L. Steel/Nood ; 1S5 lin,ft.; 54,28 ; 1680
<br />" -Sta. 59+BO to 66+50 ; 1 8 2.2'H. t 670'L, ; Steel/Good 670 ; lin.ft.; 44.28 ; 12,939
<br />Shop/Narehouse fill slope perimeter ; 1 8 2.2'B, t 160'L. ; Steel/Nood ; 160 ; lin.ft.; 44,28 9702
<br />Temp, Ac, ed,- Sta. 06+45 (bridge tailing) N/A -not constructed ; ; ; ;
<br />" -Sta. 08+54 (bridge railing) ; N/A -not constructed ; ; ;
<br />" -Sta. I1+S0 (bridge railing) N/A -not constructed ; ; ; ;
<br />9DDBD:
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<br />ex Ac. ed. -Total for nex segment 1 B 2.2'H. i 2,100'L, ; Steel/Nood ; 2,100 ; lim.ft.; f4,28 ; 49,213
<br />ti . CMP's left in place after reclamation TASH SUBTOTAL - sheet 4 451,206
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