|
sheet 3 of 7
<br />STRUCTURAL DBtlOLITION NOBS cont'd
<br />•- ; tlHANS BASB TOTAL
<br /> ; ; ; ;
<br />STBUCTUBB / FA CILIT Y / RpUIP NBNT DBSCHIPTION ; DINBNSIONS ; COMPOSITION ; pDANTITY ; UNIT ; UNIT COST ; COST (fi
<br />
<br />CULVBBTS A ASS OCIAT BD STRUCTUBAS:
<br />I ;
<br />I '
<br />,
<br />Orig. Ac. Rd.- Sta. 00+03.25 (buy, horroxlss ; 1 B 15'L. s 24' diam. ; CNP ; 15 ; lin.ft,; lT.54 ; 5580
<br />' - Sta. 03+82.00 ; 1 8 111'L, s 18° diam. CHP ; 111 ; lin.ft.; 46,96 ; 2792
<br />' - Sta. 08+32.00 (toad segment) ; 1 8 38'G. i 36" diam. ; CNP ; 38 ; 1in.ft,; !21.11 ; 1822
<br />' - Sta. (manhole #Il 5'R, s 5'dia,s4'D.tube ; Concrete ; 79 ; eq.ft. ; 55.97 ; f483
<br />' - Sta. (manhole #2) ; 5'B, s 6'dia.t4'D.tube ; Concrete ; 94 ; aq.ft. 55.97 5575
<br />° - Sta. (to HB #2 inlet! 1 fl 262'L. s 36" diam. ; CNP ; 262 ; lin.ft.; $21.11 55,669
<br />° - Sta. 15+32.00 (crossing CNPI ; 2 fl 50'L, i 30° diam, ; CNP ; 100 ; lim.ft.; 514,11 ; !1,446
<br />' - Sta (rd. ditch CNPI ; 1 fl 60'L, s 18° diam. ; CNP ; 60 ; lin.ft.; f6.96 ; 5428
<br />' - 3ta, (inlet headxalll ; 7,5' B.i50'L.i10'D,xall ; Comcrete ; 315 sq.ft. 97.98 ; 53,067
<br />" " "
<br />-
<br />Sta. " " I
<br />out et ea xa
<br />N/A ,
<br />-not insta e , , , I
<br />,
<br />" - Sta. 27+09.00 (FW #1 ac. rd.) ; 1 A 60'L. t 29' diam. ; CNP ; 60 ; lim.ft.; S7.S4 ; 5464
<br />' - Sta. 21+61.05 ; I fl 60'L. i 18° diam, ; CNP ; 60 ; lin.ft.; f6.96 ; f428
<br />" - Sta. 28+86,00 ; I fl TS'L. s 18' diam. ; CMP ; 15 ; lin.ft.; 56,96 3535
<br />' - Sta. 33+10.00 (crossing CNPI 1 8 58'L, t 30' diam. ; CNP ; 58 ; lim.ft.; 514.11 ; 5839
<br />' - Sta. (rd. ditch CNP( ; N/A -not installed ; ; ; ; ;
<br />" - Sta. (inlet headxalll ; N/A -not installed ; ;
<br />" - Sta. (outlet headxall ; N/A -not installed ; ; ; ; ;
<br />' - Sta. 40+10.00 (old coal pile! ; NlA - removed ; ; ;
<br />' - Sta. 46+60.00 ; 1 fl S4'L. s 30' diam. ; CNP ; S4 ; lin.ft.; 514.11 ; 4781
<br />' - Sta. 58+89.00 (inlet segment) ; 1 8 284'L. i 30' diam. ; CNP ; 284 ; lim.ft.; 514.11 ; 54,107
<br />' -
<br />• ° e ° - Sta.
<br />Sta.
<br />° (drop structure! ;
<br />(road segnemtl ; 8.67
<br />1 fl 'B,s6.3"1,i8'O.bor ;
<br />40'L. t 42' diam. ; Comcrete
<br />CNP
<br />; 218 ;
<br />40 ; sq.ft. ;
<br />lin.ft.; 46,82 ;
<br />523.39 ; 21,524
<br />2959
<br />- Sta. (CMP maaholel ; 1 B 10'L. s 48° diam. ; CNP ; 10 ; lin.ft.; !23.39 ; ;240
<br />' - Sta. (toad d.to MB411 ; 1 @ 321'L. t 42" diam, CNP ; 321 ; lin.ft,; 523.39 ; f7,696
<br />Y,Stor.Ac,Sd.- 9ta, 11+39.00 ; N/A -nmt installed ; ; ; ;
<br />Subata.Ac.Bd.- Sta. 03+85.03 ; 1 8 55'L, s 18' diam. ; CNP ; 55 lin,ft.; 46.96 ; 5392
<br />Portal Ac.Bd.- Sta. 02+80.00 (concr. maaholel ; 25'B ,s 5'dia,t4'D.tube ; Concrete ; 393 ; sq.ft. ; l5.9T 42,405
<br />' - Sta. (inlet to road) ; t 8 15'L. s 18° diam. ; Claes 4 RCP ; 15 ; lin,ft.; 54.42 ; 468
<br />° - Sta. (drop structure) ; 9.75 'B,z6,5'G.sB'D.bos ; Comcrete ; 254 sq.ft. ; 46,82 ; f1,T76
<br />' ' - Sta. (road segment) 1 fl 55'L. s 30° diam. ; Clase 3 BCP ; 55 ; lin,ft.; 56.46 ; f364
<br />' - Sta. (concr. manbolel 10'B .s 5'dia.s4°D.tube ; Conctete ; 157 sq.ft. ; 55.9T ; 5961
<br />' - Sta. (seg. to outlet! ; 1 8 100'L. t 30° diam. ; Close 3 BCP ; 100 ; lin.ft.; 56.46 ; 5662
<br />° - Sta. (outl.drop.str.l ; 7,7' B.i12'A.iB"D.xall ; Comcrete ; 92 ; sq.ft. 46.82 ; 1643
<br />Temp. Ac, Rd,- Sta. 02+40.00 (NB#2 sp.hxylis ; N/A -left after recl, ; ; ;
<br />° - Sta. (inlet headx.lss ; N/A -left after recl, ; ; ; ; ;
<br />" " - Sta, (out!. headx.lss ; N/A -left after recl, ; ; ; ; ;
<br />" ° - Sta. 06+45.00 (NB#3 discharge! ; N/A -oot installed ; ; ; ; ;
<br />v • n
<br />-
<br />Sta. n • I
<br />(inlet headxall
<br />N/A ,
<br />-not installed , i ~ i
<br />,
<br />" ° - Sta, (outlet headxall ; N/A -not installed ; ; ; ;
<br />' - Sta. 08+54.00 (ditch 212 ; 2 fl 34,3'L.s 36° diam. ; CNP ; 69 ; lin.ft.; f21.11 ; 41,493
<br />" " - Sta. (inlet headxall) ; 5.0' N.s26'G.sB"D.xall Concrete ; 130 ; sq.ft. ; f6.82 ; 4909
<br />' ° - Sta, (outlet headxall ; 6.0' B,s30'L.iB"D.xall Concrete 180 ; sq.ft. ; 56.82 ; i1,2S8
<br />° - Sta. I1+50.00 (div, ditch! ; 1 A I6'L. i 24' diam. ; CMP ; I6 ; lin,ft.; $T.54 ; 5124
<br />" - Sta. (inlet headxall) ; NIA -not installed ~ ~ ; ; ;
<br />' - Sta. (outlet headxall ; 3,7' B,i10'L,sB'D.xall ; Concrete ; 3T ; sq,ft. ; 56.82 ; S2S9
<br />ADDBD: - Sta. (road ditch) ; 1 fl 40'L. s 18' diam. ; CNP 40 ; lin.ft.; 56.96 4285
<br />~DDBD:° - Sta. ]9+01.00 (orig.ac.rd,l ;
<br />,
<br />I I A 63'L. s 18° diam. ;
<br />I
<br />I CNP ;
<br />
<br />I 65 ;
<br />
<br />, lim,ft.;
<br />
<br />, 46.96 ;
<br />I
<br />I 5464
<br />
<br />- -
<br />st a CMP's left
<br />-
<br />in p
<br />
<br />lace afte
<br />
<br />r reclamation -
<br />-
<br />
<br />TASB
<br />
<br />SUBTOTAL
<br />
<br />- sheet 3
<br />
<br />393,498
<br />
|