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sheet 6 of T
<br />STRUCTURAL DBHOLITION NOBB cont'd
<br />; ; ; ; NBANS 8AS8; TOTAL
<br />•STBUCTURB / FACILITY / BQUIPNBNT DB9CBIPTION ; DINBNSIONS ; COtlPOSITION ;QUANTITY ; UNIT ;UNIT C09T ; COST (SI
<br />tlISCBLLANROUS PIPING cont'd ;
<br />branch - aster tank to parking lot hydrant ; fi" diaa. t ITT9'L. DIP ; I,TT9 ; lin.ft.; 44,71 ; 58,589
<br />extension to parking lot fire hydrant ; 6' diaa. i 40'L. ; DIP ; 40 ; lin.ft.; 54.11 ; 5193
<br />extension to shop/warehouse fire hydrant ; 6" diaa. i 40'L. DIP ; 40 ; lin,ft.; S4,T1 ; 5193
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<br />DBNATBBINC SY9TBN OUTCRY STHUCTUBBS: ; ;
<br />substation facility ; 2 8 12.2'LsT.3'Ni5.5'B ; Concrete ; 2 ; ea. (984.41 ; f2,018
<br />upper access road A portal bench ; 6 8 12.2'LsT.3'NiS.S'fl ; Concrete ; 6 ; ea. ; 5989.41 ; (6,054
<br />shop/warehouse facility ; 2 8 12.2'Li1.3'NiS.S'H ; Concrete ; 2 ; ea. ; 5984.41 ; (2,018
<br />POND DBNATBBINC STBUCTUBBS A SPILLNAYS: ; ; ; ; ;
<br />Pond NB 41 (upper sine bench sediaent pond): ; ; ; ; ;
<br />` -control tower ; 8.T'Li6.T'{ti22'H.B10"D ; Concrete 6TS ; aq.ft. ; lT.98 ; SS,S21
<br />" -control tower uingwalls (2) ; N/A -not constructed ; ; ; ;
<br />' - outlet structure (back ! aides) ; 8.1'i5.8't10.2' 8 8'D. ; Conccete ; 164 ; sq.ft. f6.82 ; !1,146
<br />' - (slab) ; 10.2'L.t 8.1'G. 8 8"D. ; Concrete ; 83 ; sq,ft, 13,61 230T
<br />" - catwalk ; 24'L.2 4.T'Vl.t 4.5'R. ; 9tee1/I4ood 508 ; cu.ft. ; (0.11 ; f89
<br />' - apillxay cut-off call ; 60'L,ilO.TS'H 8 10°D. ; Concrete ; 308 ; sq.ft, 57,96 ; (2,519
<br />' - energy disaipator (sides) ; avg.S4,5'Ls4.3'H B 8°D Conccete 461 ; sq.ft. ; (6.82 ; f3,23T
<br />° - (slab) ; avg.S4.5'Li8.6'W 8 9"D ; Concrete ; 471 ; sq.ft, 53.61 ; 51,743
<br />" -principal spillway (culvert! ; 1 8 100'L. i 18" diaa. HCP 100 ; lin.ft.; 59.28 ; f9Sl
<br />Pond NB 52 (lower nine bench sediaent pond): ; ; ;
<br />• ~ - control tower T.T'Li6.T'Nt40'H.810'D ; Concrete ; 7T8 ; sq.ft. ; lT.98 ; !6,364
<br />" - control tower wingxalls (2) ; NIA - not constructed ; ; ; ;
<br />° -outlet structure (back A aides) S.2'i4.0'iT,2' B B"D. ; Concrete ; 122 ; sq.ft. ; 56.82 ; S8S3
<br />' - (slab) ; T,2'L,i 5.2'W. 8 6"D. Concrete ; 40 ; sq.ft, 52.89 ; f118
<br />' -catwalk 24'L.i 4.T'Y.s 4.5'H. ;Steel/'Rood ; SOB ; cu.ft. ; lO.1T ; f89
<br />° - energy dissipator (sides) ; avg.58,8'Li4.0'R 8 8"D Concrete ; 4T0 ; eq.ft. ; (6,82 ; !3,286
<br />° - (slab) avg,58.8'Li9.4'Y 8 9"D ; Concrete ; S52 ; sq.ft. ; 53.61 ; !2,043
<br />' - principal spillway (culvert) ; 1 8 230'L. i 12° diaa. BCP ; 230 lin.ft.; (4.42 ; !1,042
<br />Pond NH i3 (silo sediaent pond) - N/A ; No structural iteas ; N!A ; NIA ; N/A ; 10.00 ; !0
<br />Pend NB S4 (loadout facility pond) - N/A ; No structural iteas N/A N/A ; NIA ; 50.00 ; SO
<br />Pond NB SS (hear sine area) -discharge CtlP ; N/A -not installed ; ; ; ;
<br />Pond NB Sfi (refuse disposal area pond): ', '~ ; ;
<br />° - prin. spillway standpipe (CNP) ; 1 8 10'L, i 24' dian. ; CMP ; 10 ; lin.ft.; lT.54 ; STT
<br />Pond FY 51 (fresh water pond): ; ; ~ '
<br />" -control tower T.S'Li6.T'Ni22'R,810"D ; Conccete 62S ; aq.ft. ; ST .98 ; fS,112
<br />' - outlet structure (back A aides) ; 3.0'22.0'i4.0' 0 6'D. ; Concrete ; 22 ~ aq.ft. ; 36,82 ; 5154
<br />' - ` (slab) ; 3,0'L,i 4.0'Y. 8 6'D. Concrete ; 12 ; sq.ft. ; 52.89 ; 536
<br />" - catwalk ; 53'L.t 4,T'M.i 4.5'fl. ;Steel/Rood ; 1,121 cu.ft. ; fD.IT ; 1195
<br />' -spillway cut-off wall ; 90'L.i10.00'B B 10'D. ; Concrete ; 30S ; eq.ft. ; 51.98 ; !2,495
<br />° - principal spillway (culvert) ; 6" diaa, s 60'L. ; DIP ; 60 iin.ft.; f4.T1 ; (290
<br />Pond FN 42 - N/A (not constructed N/A N/A ; NIA ; N/A ; 50.00 ; 50
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<br />TASB SUBTOTAL - sheet 6 f56,T3D
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