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upr000274 199

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upr000274-199
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    IAS VEGAS LAUD AID WATER COMPANY Sheet 3 Property embraced in water distribution system at Las Vegas. Nevada. A s Additions B 3 Betterments e• Original cost to • date of property : §• Cl as s and size of pipe in plaee as of December 31. 19M9,» • • •• : No. of : Investment ** Unit e• >• Total t Date ; W.Q. No. Size •e Kind t Units : units : cost Total •• nr ice : Amount *e original cost : $ 1 $ $ $ 19 MS 593 w Cast iron pipe Lin. Ft. 2,680 S,IMS. 60 A S,lMS,60 8,1 MS. 60 19 MS 59M H a it H it 2,682 8.727.33 A 8,727.33 8,727.33 19 MS 595 H H tt II n 650 2 ,002,12 A 2 ,002.12 2 ,002.12 19 MS 597 H it it tt tt 7MO 2,288.81 A 2,288.81 2,288.81 19 MS 599 n 11 tt H it 2,200 6,093.60 A 6,093.60 6,093.60 19 MS 606 tt n n tt tt S60 2.MM7.5M A 2.MM7.5M 2.MM7.5M 19 MS 612 H H it It it 720 2,292.98 A 2,292.98 2,292.98 19M9 56s H H 11 H 11 1.7M6 6,390.S6 A 6,390.86 6,390.86 19M9 60s H It it II 11 2,650 7,889.20 A 7,889.20 7,889.20 19M9 61M H it R It a 12,625 2M.086.57 A 2M.086.57 2M,086.57 19M9 616 n It « ff H 90M 2,827.11 A 2,827.11 2,827.11 19M9 617 if II It tt tt 600 1 ,763.110 A 1 *763.MO 1.763.M0 19M9 622 « ft tt tt f! 1 .0 73 3 ,660,00 A 3 ,660.00 3 ,660,00 19M9 62M H It It tt tt 926 2,925.97 A 2,925.97 2,925.97 19M9 628 H It H H B 960 3.500.00 A 3.500.00 3.500.00 Total 6H cast iron 152.62S 32s.00M.6M 305.06l.60 M5.7S2.8S 350.8MM.MS 1927 59 8" Cast iron pipe Lin. Ft* M,396 6,898.81 A 6,898.81 6,898.81 1931 165 n it n n 11 122 309.M2 A 309.M2 309.M2 1932 199 H it R N 11 300 MS2.19 B 2.30 69O.OO 69O.OO 193? 3MM n H a n 11 27 65.66 B 2.70 72.90 72.90 1939 375 H tt n 1 n SMO 1.1M7.3M B 2.70 2 ,268.00 2,268.00 1939 3S6 It It it it a 1,2S1 1,605.20 B 2 .70 3.M58.70 3.M5S.70 19 MO 393 It It 11 H H 5,00S 6,635.M7 B 2.85 1 M.272.S0 lM,272.80 19 MO M07 If y n It tt 3.990 5,162.82 3 2.85 11,371.50 11,371.50 19 M2 3SS It it tt H tt 1.M9M 3,351.28 A 3,351.28 3.351.28 19 Ml Ml 6 It it H tt It 10,220 1 2 .567.MO B 2.90 29,638.00 29,638.00 19MI Ml 6 n it H It It 930 2.697.7M A 2.697.7M 2.697.7M 19M2 M31 y H If tt It 2,620 M.939.0M A M.939.0M M,939»0M 19 M2 M37 11 It ft tt H 2,670 7.0M3.68 A 7 .OM3.68 7.0M3.6S 19 M2 MM6 H # h tt H 1.780 M.1 M6.52 A M.1M6.52 M,i M6.52 19 M2 M52 n It it tt II 690 1 ,601.20 A 1 ,601.20 1 ,601.20 19 M3 M6M I ft it ft ft 3,800 10,218.20 A 10,a 8.20 10,218.20 19M3 M6s n II n It ft 3.825 1 1 ,167.MS A 1 1 .167.Ms 1 1 ,167.MS 19 M3 M69 n tt h II It 3.375 10,281.25 A 10,281.25 10,281.25 19 M3 M73 it It 11 H tt 1,260 3.53M.79 A 3,53M.79 3 .53M.79 19M3 M75 n H it N tt 1,505 M.2 M0 .1 5 A M.2 M0 .1 5 M,2Mo ,15 19 M5 515 n S tt H a 2, 8S0 9,698.11 A 9.698.11 9*698.11 19M5 516 11 It H tt 11 1,055 M.5M7.33 A M.5M7.33 M.5M7.33 19 M5 522 11 ft it It it 270 862.15 A 862.15 862.15 19M6 552 s ft tt tt h 360 953.07 A 953.07 953.07 19 M6 5M7 it ft 11 It 11 2,016 5,608.63 A 5 ,608.63 5,608.63 ) 19M7 M70 H tt H H n M75 1 ,270.50 A 1,505.35 1,505.35 19M7 567 tl H R tt 11 270 7 M5 .OO A 7M5.00 7M5.00 19 M7 57M ft tt It tt 11 1.835 8.9M3.M8 A 8.9M3.M8 8.9M3.M8 19M7 576 n H tt tt H 360 1 .26M.1 2 A 1 .26M.12 1 ,26M,12 ( l ) $2[3M.S5 assumed "by Development Co.