lOMoARcPSD|27084719 Demolition and site clearance Tutorial 1 Civil Engineering Documentation (Cape Peninsula University of Technology) Studocu is not sponsored or endorsed by any college or university Downloaded by Alwaba Ntsepe (alwabantsepe@yahoo.com) lOMoARcPSD|27084719 DRAWING No. DOCS/QTY/2017.1 1200 1000 3500 2500 1350 2100 150 1700 1200 1400 I II 1500 Existing building 100 1400 1200 3000 500 2050 800 2100 2500 1100 2100 250 1100 Each grid is 5 m x 5 m LEGEND/KEY 225 mm cast iron pipe on 225 x 225mm brick piers (average 900mm high) Store rooms I & II Tree & girth size in mm Concrete wall 6m high Concrete wall 4m high Concrete cooling towers Stump & diameter in mm Hedge Downloaded by Alwaba Ntsepe (alwabantsepe@yahoo.com) 2200 lOMoARcPSD|27084719 Take-off quantities for demolition and site clearance from the attached Drawing No. DOC/QTY/2017.1 as per CESMM3 (Class D). Notes: • The site is bounded by a 6 m high concrete wall, a 4 m high concrete wall and a hedge • All concrete walls are 250mm thick. They are to be demolished. • Existing brick building must be demolished. The dimensions are 15 m x 4 m x 4.5 m high • Cooling towers to be demolished – dimensions are: radius = 2.4 m; Height = 6 m • Existing timber storerooms I and II to be removed - dimensions are: 3 m x 2.5 m x 3.10 m • Existing pipeline to be removed. • All trees and stumps to be removed Downloaded by Alwaba Ntsepe (alwabantsepe@yahoo.com)