upr000160 42

H Item ( 1) Unit (2 ) No. Average of Yr.Con- Age Units structed (Yrs.) ( 3 ) W (5 ) Reservoir So. 1 Clark St. Reservoir 200‘ inside diameter, 2,500,000 gal. capacity, reinf. concrete, circular type, tael, excavation and backfill around tank, sub-drainage system, gravel fill under floor slab, cone, floor slab and vails, coop, roofing on timber roof framing on concrete poets with louvered ventilation area on top of roof, as per Swgs. 40728, 40790, to 4fl?92, 40800, 40822, 40986 & 41080. E x c a v a t io n B a c k f i l l fieinf. Cons. R e in f o r c in g s t e e l Hardware Steel Plates Lumber H o o fin g Screens Expansion Joints Fainting Roof Cutters D4*o wCn. IS.pPo.u tDs. S. outlet 6|*p Tt. C«. fi* ls drai ins tso eD.eS. 4£®« *« «* *« SubSdrains 4" C.I.P. B&S to B . S. Cone. He&dwalls & Footings Channel change 0ravel fill under slab Exeav. outside plant area C«T 4,312 1929 21 3,3^0 « 9 • 1,146 » e LB 169,300 * s s 4.700 s s • 3.812 • K MBH 128.7 s 21 SQ 350 s • SF 2,300 • • LF 2,680 • s $ 90GB s a IF 660 s s Ea 12 • * IF 31 » M e 165 s « « 430 s • « 1,840 * s • 360 « n B 31 • 9 CY 13.* * 9 a 430 s 9 H 1,089 « ? • 204 s • fc-< M 11 st. ife Cond. (Yrs.) 4 ( 6) (7 ) C ost o f R e p r o d u c ti o n Unit Price $ ( 8) Mew (9 ) New Less Depreciation (10) 5s0 ?598 2.00 8,624 5,002 • 9 51©..5o0o 557,,034000 332.,92233* • 9 0.15 25,395 14,729 m« 99 0.20 940 5*5 0.25 953 553 4? 55 243.00 31.274 17,200 925 1•6 160..2050 5,650750 89962 50 58 2.50 6,700 3,886 25 16 - 900 14* 50 58 0.75 . 495 287 2?5 196 8.00 96 15 2.25 70 11 » 9 .94 155 25 • * .83 357 77 * • 1.33 2,447 392 9• 9« 1.44 518 83 2.25 70 11 50 58 20.00 268 155 25 16 1.00 430 69 5© SB 5.00 5,445 3,158 25 16 1.50 306 49