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i <br /> Site '_'stimate for Animal Shel-,er <br /> Y <br /> r <br /> Earth nrk. <br /> 1. Clearins £c topsoil stripping, lwip sum a 1,000 <br /> 2, CwT)acted earth fill, 2000 c.y. 9 1.38 2,760 <br /> 3. Fine gi?adizS, 1200 s.y. 0.03 360 $ L,120 <br /> B. Storm Drainage: <br /> 1. 12" R.C. Pipe, 6C' 10.60 l.f. $ 714 <br /> 2. 13" R.C. Pipe, ill Q 12.50 l.f. 131 <br /> 3. Headwalls, 14 3 800 ea 2GO $ 1«0L5 <br /> C. Utilities: <br /> 1. slater: <br /> a. 2" laterals, 32' n 4.00 1.f. S 128 <br /> b. 6" Later rain, 242' 0 8.50 1.£. 2,057 <br /> c. 8" water main, 250' 0 10.00 1.f. 2,500 <br /> d. 6" water valve, z, A 250 ea 125 <br /> e. fire hydrant, lea n 660 660 $ 5,470 <br /> 2. Sever: <br /> a. 81' VX. Pipe, 9521 '�) 13.25 l.f. $12,614 <br /> b. 8" D.I. Pipe, 5' �P 18 l.f. 9`0 <br /> c. 4" C.I. Pipe, ;l' -0 6.70 l.f. 207 <br /> d. S.S. hanhole, 32 l.f. G 50 1,600: <br /> e. S.S. Manhole greater depth than 6', 3 1-f- <br /> @ 60 1.f. 180 $lL,691 <br /> D. Parking & Roads: <br /> 1. Agg. base course, 2273 s.y. G 2.00 s.y. $ 4,546 <br /> 2. Bit. Conc. I-27 2273 s.y. 02.64 s•y• 6001 $10.5L7 <br /> E. Fencing: <br /> 6' high cyclone fence, 545 1•f. (9 4.30 l.f. S 2,3>•4 8 2.31x1,. <br /> F. Erosion & Sedimentation Control: <br /> 1. S1t fence, 968 l.f. 3 2.25 l.f. $ 2,178 <br /> 2. Straw bail, 384 ea. Q 4.75 ea 1,824 <br /> 3. Seeding-,shrubbery& landscaping, 0.842 acres <br /> Q 3;157 acre 2.660 4 6,662 <br /> G. Signs: $ 475 1. 475 <br /> TOTAL 5 5 <br />