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\ M r. B . L . Adamson, Sheet » o . I S . Labor Matl T o ta l Water cranes serving track #39 4" W .I. pipe water cranes with a ll necessary fit t in g s , complete in p la ce , ea. 2 #15.37 #27.50 Platforms fo r water cranes R.O.P. new R.O.P. S.H. Hardware M.B.M.1.214 Cwt• .44 M.B.M. .300 5.70 14.18 17.06 14.60 2.30 #322.27 (18) Work Order 3630. completed December 31. 1921 Lay 4" pipe line from fir e hydrant lin e located 3nst east o f fu el o il unloading box to old cinder p it 4 ” standard black pipe water line in p la ce , complete with a ll fittin g s The ledger value o f above mentioned fir e hydrant lin e is detailed under Item 15 M iscellan eous". O riginal Construction. Oaliente West. 1903 to 1906 In stallation of one 10" S heffield stand pipe #6 - 10" Sheffield stand pipe complete in p la ce, ea. 1 230.33 444.40 674.73 (18) The record does not d isclose the size of stand pipe located on main track Eng. Sta. 6504+14.4 and connected to the 6" coach hydrant lin e nor does it show that this stand pipe was ever cap ita lized , but as the 10" stand pipe in stalled during original construction has not been retired from the accounts, i t is assumed that it was replaced and relocated under operating expenses and the above ledger value is therefore given to cover the stand pipe located in the position given herein. It should be noted that the cost o f pipe line supplying this stand pipe is not included hereunder, Inasmuch as the pipe lin e is primarily used to serve the coach hydrants and w ill be found under heading #11. Total ledger value o f stand pipes excluding drain lines detailed under Work Order #4249* #14.353.61 ( l l ) Coach Hydrant Line 6* Coach hydrant line connects with 16" C .I . supply lin e and extends northerly approximately 2700 fe e t . The cost o f this lin e is represented in capital account as follow s} Work Order #1965. complete August 31. 1918 Lay 6" O.D. Casing pipe lin e 6" O.D. casing pipe lin e l i n . f t . 1740 #192.14 #1,992.32 Interest during construction __________ ______ 6.40 #2,190.86 (18) Lin.Pt. 452 217.31 398.40 #615.71 (20)