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man000171 48

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man000171-048
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    This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

    Digital Provenance

    Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

    Publisher

    University of Nevada, Las Vegas. Libraries

    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-