S03-A-WATER TANK STAND - MCA Namibia
1 2 3 4 5 6 7 8 9 10 11 12 13 14. GENERAL NOTES: 1. No part of this drawing must be scaled 2. All dimensions should be checked before any work on the site commences 870 870 3. Any discrepancies that may occur during the construction phase of this A A drawing must be brought immediately under the attention of the Engineer 1000 4. All below-ground GMS Pipework are to be Denso-Wrapped 5. Cover to Flexible pipes to be at least 600mm below Natural Ground Level CONSTRUCTION NOTES: 1. Concrete Strength: IPEAA 160 RAFTER. 300 - All concrete strengths to be 30MPa, Aggregate Size to be 19mm IPEAA 160 COLUMN 2. All load-bearing brickwork to be plastered smooth and to receive 2. layers DPC prior to casting of concrete. 3. Foundations to be inspected by engineer prior to casting of any concrete.
water tank foundation layout scale 1:20 910 870 870 910 1000 1000 300 300 base plate & column layout scale 1:20 50 x 4 flat bar cross bracing (see section b)
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