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35484 Approved Plans Ba · MCU21/0222.01
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 63, section 1. The text section number identifies this passage in the reader.
G.2 Site Drainage recommendations mee RAW ORECTON OF ee ~>. GROUND FALL 7 | J \ 5 \ ' | ‘ONELING. | \ j Se y | 1 TYPICAL DRAINAGE LAYOUT ue er T woe, N mor VET tr rN QUI-OFF ORAB AT HIGH ‘SDE OF EMBANKMENT CUT FOORNG & 8 9100 | CUT-OFF DRAIN AT BASE L_ gegmee @ ina = CURECTED AROUND. THE ee ae vented PORINETER OF IME tebe OWELUNG « TYPICAL DRANAGE ~ CUT FLL STE Guidelines for Site Drainage 1. The site must be prepared prior to construction works that enables the site to drain throughout construction anc not allow flooding of foundation works, temporary pumping systems could be required existing drainage paths are irapped. Temporary down pipes must be installed following roof construction and drained away from the construction area. Orainage trenches should be clay capped to stop moisture entering foundations. 2. Upon completion the ground surrounding the dwelling should be graded away from the dwelling a5 indicated. Paving and terrace slabs adjacent the dwelling improve this drainage. Perimeter drainage should De proviced around the dwelling as indicated and must be drained (o angroved drainage facilities downsbope from the dwelling. 3, Rear of wall Grainage deync constructed retaining walls must be drained to approved drainage facilities downslope from the dwelling. These drains should be peavided with flush ‘cut facilities at the upstream enc of the drainage line and regularly maintained SITE DRAINAGE RECOMENDATIONS ALL SITES SCG Consulting Engineers Appendices C to G: Page 6 of 6
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