This AutoCAD DWG presents Geocells Tank 2100x15000 GRP Pipe Bedding Detail for the proposed storm water infrastructure at Hotel Central 03 Shura Program 07. The typical plan shows a 2100 mm tank width with 3000 mm geocells modules and an inlet pipe connection, wrapped in a minimum 300gsm geotextile with 300 mm overlap between sheets. The section illustrates a 500 mm thick selected side fill 20 to 40 mm aggregate around the geotextile, a 100 mm thick 10 mm gravel bedding layer, and compacted backfill in 300 mm lifts.
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