. Journal of the New England Water Works Association . J? 5? r~ P CCSV 0«* its § £ -J 4S SB PLATES STRAPS VERTICAL JOINTS GLOVERSVILLE , Bottom plates % thick, laid in cour-ses about 6 ft. wide by from 16 ftto 6 ft. long-, single riveted jointslapped 2/4-1 3A-rivets-,pitch 2hAll plates offlange steelJoints calked Inside on bottomand outside on sides. Stand pipesandblasted before^ l8*2Zin bottom ladder of %round rungs ^^S&MWWfcSOUTH EAGLE ST. STANDPIPE Laps,straps,angles,Zbars,ladder 55 FT. HlGH * 60 FT. DIAMETERand rivet heads est. 16% of tot
. Journal of the New England Water Works Association . J? 5? r~ P CCSV 0«* its § £ -J 4S SB PLATES STRAPS VERTICAL JOINTS GLOVERSVILLE , Bottom plates % thick, laid in cour-ses about 6 ft. wide by from 16 ftto 6 ft. long-, single riveted jointslapped 2/4-1 3A-rivets-,pitch 2hAll plates offlange steelJoints calked Inside on bottomand outside on sides. Stand pipesandblasted before^ l8*2Zin bottom ladder of %round rungs ^^S&MWWfcSOUTH EAGLE ST. STANDPIPE Laps,straps,angles,Zbars,ladder 55 FT. HlGH * 60 FT. DIAMETERand rivet heads est. 16% of total. n_T&1) _n ..._ pD„Trr. _v Capacity-IJ63,000gallons. _ Detailed and Erected by Cosfofstandpipe,*24,940£TS*perIb.) PITTSBURGH-PES .MOINES STEEL of foundation #6, MCTr,, c „. cr>n^ Totah*31549 20 = * 21150 * Der r MErcALF * EDDY Pi,^ cijou * per Consulting Engineers millipn gallons. boston - mass. Fig. III. w W4« .•.: -Pitch 4 each row % fk* ?>h •0>*H» •iSI ^?outsiae .1 evations. Pitch 4each row —^
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