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abutment aggregate APPENDIX approximately assumed axis base basin blanket borrow area bottom bridge canal outlet capacity cement channel compact completed concrete conduit consisted construction contract contractor control house cost cover Crest cubic cutoff trench designed determined discharge downstream drain drawing droin Dumped elevation embankment excavation extend feet Figure flood floor forms foundation Furnishing gate chamber gote gravel head Highway hoist holes horizontal hydraulic inches indicated inlet installation joints layer Limits loads located material maximum metal mixing opening operation pipe placed PLAN plate pounds pressure protective pump radial railroad reinforcement relocation reservoir reservoir water surface riprap River outlet Rolled sand SANO SCALE SECTION settlement shale Sheet shown side SILT slope specifications spillway square station steel stilling storage stresses structure studies Sump pump supports tests tion Trenton Dam Unit upstream vertical walls weight
Page 49 - Design, Construction, Inspection and Repair of Unfired Pressure Vessels for Petroleum Liquids and Gases.
Page 97 - yd. cu. yd. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 92 - yd. cu. yd. cu. yd. cu. yd. Labor and materials by contractor Unit cost
Page 94 - ft. lin. ft. lin. ft. lin. ft. Labor and materials by contractor Unit cost
Page 98 - cu. yd. Lump sum Lump sum Labor and materials by contractor Unit cost 2.00
Page 97 - 88 89 90 91 92 93 94 Property and pay item description Installing metal pipe, fittings, and valves less than 6 inches in diameter Installing metal pipe, fittings, and valves 6 inches
Page 23 - above the maximum water surface, to prevent the dam from being overtopped by waves. Factors influencing wave height and wave ride-up, including maximum wind velocity, direction and duration, offshore reservoir