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LOS A N G EIES AND SA LT LAKE RAILROAD CO, Valuation of Collection and Transmission Facilities (as of December 31, 1950) &•H •P a 1<3? © V©j Age in Years O0 eO© ft* s 1© H - P M Reproduction Cost ITEM Reservoirs Probabl Total Li q o' <D •H $-1 Ctf New Less Doprec 0 Reservoir No. 1. Clark Street Reservoir 2,500,000 gal. cap., 200s in­side dla., reinf. concrete, circular type, incl. exca­vation and backfill around tank, sub-drainage system, gravel fill under floor slab, concrete floor slab and walls, comp, roofing on timber roof framing, on conorete posts, witl louvered vent, area on top of roof Excavation 1 l 4312 CY 50 21 29 2 0 8,600 $ 4,988 I Backfill 3360 CY « (1 n It 5,040 2,923 1 Concrete 1146 CY | II ft ft 47,575 27,594 ; Reinforced Steel 169,300 # it If n n 22,860 13,259 Hardware 4700 # it 1? | If 1,410 818 Steel Plates .3812 # n If n ft 950 551 Lumber 128.7 FBM 47 21 26 2.13 31,350 17,362 Roofing 350 SQ 25 21 4 4 5,600 to Screens 2300 SF n II n II 460 74 Expansion Joints 2680 LF 50 21 29 2 4,020 2,332 1i Painting 900 SF 25 21 4 4 900 144 ! Roof Gutters G.I. 660 LF 50 21 29 2 495 287 Down Spouts 12 Ea 25 21 4 I (I 96 15 4.” G.I. Pipe D.S. Outlet ------------ -- ------------------- 31 LF II it i it n 70 I 11 i - 33-