Tank plan. Scale 1:100. Over Flow. Clean Out. inlet. Rail hand. walk way. Steel ladder. Opening 70 *150 cm. 20cm wall A 01. Water tank in Barika 1.

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1 Tank plan Rail hand Steel ladder Over Flow walk way Opening 70 *150 cm cm wall B inlet Clean Out Out let B Water Tank - Plan A 01

2 ± 0.00 ± Side View Front View Front & Side views A 02

3 Hand Rail Details 50mm pipe Galvanized mm pipe 25mm pipe Slab Scale 1:20 Detail o Steel handrail A 03

4 langed ductail Outlet as a bill quantity diameter Reinorced Concrete Tank PVC pipe size 50 mm diameter langed ductail Over low pipe as a bill quantity diameter (To Sewer pipe) langed ductail wash out pipe size as a bill quantity diameter langed ductail pipe size as a bill quantity diameter langed ductail pipe size as a bill quantity diameter pipeline layout or the new water tank S 01

5 Footing plan C2 A c/c both direction Reinorcement Top and bottom c/c Both direction Top and bottom Layers C2 Columns Details Type No 8 c/c both direction size (cm ) 40*40 Main Steel 8 25 mm Section A-A Scale 1:25 Ties 2 10 c/c Shape Footing Mat Thickness 70cm C2 1 50* mm 2 10 c/c Minimum allowable bearing Capacity is (10) ton/m² Braces : 40 * levels 4m and 8m rom ooting 3 20 mm contineous 3 20 mm contineous 10 mm@20cm c/c all span Braces 10mm@20cm c/c 3 20mm Cont 3 20mm Cont Footing, Columns & Bracing S 02

6 cm c/c Both directons (one bent one straight ) Add 12mm at 40cm c/c Add c/c At all corners aditional bars 5 No 16mm At top both direction length (2m) 3 Nos 20mm@ bottom R.C Walls Opening 70*70 cm or inspection m Roo Opening Scale 1:20 e e m Slab Reinorcement detail o the Roo S 03

7 Top additional c/c Top additional c/c c/c Section (e-e) Slab t=40cm c/c both direction ( one bent one straight ) c/c both direction ( one bent one straight ) Top additional c/c Top additional c/c c/c c/c both direction ( one bent one straight ) Section (m-m) Slab t=40cm Section ee & mm S 04

8 Walls Reinorcement : mm contineous 7 25mm contineous mm contineous mm L=2m Horizontals bars c/c both aces Vertical c/c both aces 16mm 2.75 Horizontals c/c both aces 2.50 Vertical c/c both aces rubber water-stop rubber water-stop Opening 0.70 *1.50 Slab steel Note: All corners must be chamered external and internal Scale 1:50 See beams Reinorcements Slab Opening in the walls Scale 1: mm all arround the opening Section - Scale 1:20 Horizontal wall bent detail Scale 1:20 Tank Walls Reinorcement Details S 05

9 C C B1 B1 C C d d Internal Wall s see Wall Renorcement 2 25mm Cotinuons External Walls (See Wall Reinorcement) Slab 7 25mm Cotinuons Stirrups c/c 0.80 Slab 2 25mm Cotineous Stirrups c/c 50cm Beam Section d -d Scale 1:25 Beam B1 Section c-c Scale 1: mm Cotineous All Length Beams Details S 06

10 c/c 3 20mm Cont 3 20mm Cont Braces Note: Braces : 40 * levels 4m and 8m rom ooting Columns Details Type No 8 size (cm ) 40*40 Main Steel 8 25 mm Ties 2 10 c/c Shape 3 20 mm contineous C2 1 50* mm 2 10 c/c 3 20 mm contineous 10 mm@20cm c/c all span Columns Details S 07

11 Steel Rail Opening Over Flow Pipe Flanged ductail mm dia. Down to Ground Net MS Steps Rail 2.50 Water scale (Gauge) 1.20 B1 Side beams 40 *80 cm Brases 40 * 40 cm Mid beams 50 *80 cm steel steps 25mm@30cm c/c with protection hal ring All other Cols 40 * 40 cm Mid col 50 * 50 cm Earth level at least ( Section B-B) 20cm Compacted sub base type B Mat ooting 15cm plain concretet Lean concrete Valve Inlet pipes As bill Mat ooting Tank Piping Valve B.R.C 10x10x0.5cm reinorced concrete manhole (pits) or the valves size (1x1x0.80)m As bill OutLet Pipe Cleaning outlet As bill. Lean concrete Section BB & Section o Tank piping S 08