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<br /> <br />-- y <br /> <br /> <br />4 <br />Site estimate ,.or Ani.~.: t Shel-cer <br /> <br /> Farth:.ror=:. <br /> 1. Clearing ~c to;~spil stripping, lu.;,p sw-~ S 1,000 - <br /> 2, Co~~pacted e2rth fiJ,l., 2000 c.y. ~ 1..35 2,7F,p <br /> 3. Fine grading,, 1200 s.y. 3.03 60 S 1"r_0 <br />B. Stprm Draina~°: <br /> 1. 12" R.C. Pipe, b5' 3 10.60 1..f. S 71~, <br /> 2. 13" R.C. Pie, ll' ~ 12.50 1.f. 131 <br /> 3. Headti•;a11s, w 3 500 ea 200 S 1 OL <br />C. CTtilities: <br /> 1. Trdater: <br /> a. 2" laterals, 32' Q Ly.Op l.f. S 1.28 <br />• b. b° t~*ater main, 21F2*~'' $•50 l.f. 2,057 <br /> c. $" venter Hain, 250' ~ 10.00 1.f. 2,500 <br /> d. 6" Crater valve, 2, A 250 ea 125 <br /> e. file hydrant, lea ~ 660 ~_ _ 660 _ $ X1:70 <br /> 2. Se.•rer <br /> a. 5" V:C. Pipe, 9S?.` ,~ 13.25 l.f. $12,611~ <br /> b. 5" D.I. Pipe, 5' ~ 15 l.f. 90 <br /> c. ~." C.I. Pipe, 31' ~? 6.70 l.f. 207 <br /> d. 9.5. b,atthple, 32 l.f. ~ 50 1,b0 <br /> e. S.S. ifa.*Lhale greater depth than 6', 3 1..f. <br /> c~ b0 1. f. , 50 S1L. 5~, <br />D. Parking & Roads: <br /> 1. Aug. base course, 2273 s.y. Q 2.00 s.y. S tr,5t~6 . <br />• 2. Bit. Conc. 1:-2, 2273 s.y. C 2.bla. s. y. 6001 S10 'L • <br />E. Fencisig: <br /> 6' high cyclone fence, 54.5 l.f. Q 1.30 l.f. $ 2 S 2 1• - <br />x. Erosion & Sedimentation Contrpl: <br /> 1. Si 3.t fence, 96S l.f. (3 2.25 l.f. S 2,178 <br /> 2. 5travt bail, 384. ea. @4.•75 ea 1,821. <br /> 3. Seeding-~ shrubbery Zc J.andscaping, 0.342 acres <br /> ~ 3>157 acre 2 660 S 6 652 <br />• G. Sigr~.s : $ $ <br /> TOTAL ~~, 37!w <br />