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LOS ANGELES AND SALT LAKE RAILROAD COMPANY Sheet 5 Property embraced in Contract Audit No. 71+531 L.A., with the Las Vegas Land and Water Company A - Additions Description • B - Betterments Original cost to date of property j in place as of December 31, 1950 : •• : Investment : Date : W.O.No. : Size : Kind : Unit : Cost : No. of : Units : Recorded : Amounts : Estimated amounts : Total : :Unit. Price : Total : Original Cost : Miscrl. Concrete Items "1 | i ! % i' 1911 1053 Forebay Each 1 800.56 A 800.56 1927 7392 Valve box If 1 203.7)4 A 203.71+ 1927 7393 Manhole and forebay IT 1 156.i+2 A 156.1+2 1929 82)48 Pedestals over creek If 12 1+63.18 A 1+63-18 1929 821+8 Valve boxes If 5 315.56 A 315.56 1929 8577 Pedestals If 13 213.66 A 213.66 1929 8577 Valve boxes If 6 1+79.05 A 1+79.05 1939 11+02 Valve and meter boxes If 2 203.1+0 A 203.1+0 19)42 2029 Valve box ff 1 307.03 A 307.03 19U6 3180 Anchor blocks Lot 1 300.00 A 300.00 Valve box Each 1 1,635.1+5 A 1,635.1+5 Total 1+1+ 5,078.05 5,078.05 Frame Structures 1926 6871 Ventilator on shelter Each 1 125.1+1+ A 125.1+1+ 19I4I 1537 Spring house II . 1 2,026.29 A 2,026.29 19u2 2013 Floor in pump house ff 1 508.51 A 508.51 191+2 2029 Pump house It 1 1 ,779.57 A 1,779-. 57 Total 1+ 1+, 1+39.81 1+, 1+39.81 1910 Fencing 1053 Wire Lot 1 I+67.OO A 1+67.00 1925 '5589 f! Lin.Ft. 300 51+1.59 A 51+1.59 1929 821+8 n ft 913 1,657.91+ A 1,657.91+ 1936 681+ it tr 178 295.57 A 295.57 19)46 3180 Cyclone chain tf 971+ 2,31+9.88 A 2,31+9.88 19U9 1+261 ft If ft 151 777.06 A 777.06 Total 6,089.01+ 6,089.01+ Water Tank 19)42 2013 8000 gal. Wood on cone. rdn. Each 1 510.65 A 510.65 Pumping Equipment 1 9 U 1537 Mechanical" equipment” Lot 1 1+77.70 A 1+77.70 19142 1815 Deep well pump Each 2 6,027.92 A 6,027.92 191+2 2013 Pumping equipment Lot 1 11,261+. 73 A 11,261+. 73 191+2 2029 u it ft 1 6,251.89 A 6,251.89 191+6 3180 11 11 ft 1 10,136.78 A 10,136.78 101+9 i+261 11 11 ft 1 12,23l+.35 A 12,23l+.35 Total 1+6,393.37 1+6,393.37 800.56 203. l h 156.1+2 1+63.18 315.56 213.66 ii79.05 203. 1+0 307.03 3 0 0 .0 0 1,635-1+5 5,078.05 125.1+1+ 2,026.29 508.51 1,779.57 1+,139.81 I467.00 51+1.59 1,657.9U 295.57 2,3)49.88 777.06 6,089.Pit 510.65 14147.70 6,027.92 H,26U.73 6,251.89 10,136.78 12,23)4.35 146,393.37
