Sattva Jigani Master Plan

Sattva Jigani is laid out on roughly nine acres with three B+G+31 towers carrying 432 apartments between them. At that ratio - 432 units across nine acres - the gross density works out to about 48 units per acre, which sits at the moderate end of the South Bengaluru high-rise spectrum. By comparison, the typical Bommasandra-Jigani link road high-rise project of the last cycle was planned at 60 to 80 units per acre. The lower density is the single biggest design driver behind every other planning choice on this campus - wider tower spacing, more landscaped surface, larger amenity decks, and a clubhouse that can actually be programmed rather than just labelled.

The three-tower configuration with B+G+31 floors gives each tower a maximum height of approximately 100 metres at the parapet line - among the taller high-rises in the Jigani micro-market. The structural form for a tower of this height is almost certainly a shear-wall RCC core with peripheral columns, executed with aluminium formwork to maintain the four-to-five day per floor cycle that the timeline implies. The wind-design code for Bengaluru places the site in Wind Zone II at 39 m/s basic wind speed, which sets the lateral-load envelope the structural consultant works against.

Setbacks for high-rise towers in Karnataka under the Karnataka Town and Country Planning Act and the BBMP byelaws scale with building height. For a 100-metre tower, the front, side, and rear setbacks together swallow a meaningful portion of the plot - typically eighteen to twenty-two metres on each face. That setback band is exactly where the landscaped buffer, the jogging loop, the perimeter security driveway, and the inter-tower podium connections live. Reading the master plan correctly means understanding that the open space between towers is not aesthetic generosity - it is structural necessity that the developer has dressed up well.

The basement-plus-ground formulation matters. A single basement on a nine-acre site at 432 units gives roughly 600 to 750 parking bays depending on the bay size standard the developer adopts - sufficient for a 1.4 to 1.7 car-park-per-unit ratio that is the contemporary Bengaluru norm. Two-wheeler parking, visitor parking, and service-vehicle bays are typically stacked at the ground level around the tower base, and the visitor flow is segregated from resident flow through the security gate sequence.

A three-tower high-rise launch in Karnataka typically sequences construction in two phases - Tower 1 and Tower 2 in Phase 1, Tower 3 with the clubhouse and amenity podium in Phase 2. The phasing decision is driven by the booking velocity the developer projects, the construction-finance covenant the lender imposes, and the practical site-logistics constraint of running tower cranes and material movement across a nine-acre site.

For Sattva Jigani, a reasonable working sequence is: site clearance and piling completion in the first six to nine months post-launch, basement raft and ground-slab completion through months ten to fourteen, tower-shell construction at the four-to-five day per floor cycle implying twenty months for the 31-storey envelope, MEP rough-in running parallel for the last twelve months of shell, and finishing trades for the final eight to twelve months. End-to-end that adds up to a forty-eight to fifty-four month construction window, before snagging and OC.

The amenity podium and clubhouse typically come up alongside or just behind the first occupiable tower. Buyers booking in Phase 1 should ask explicitly which amenities are ready at first-tower handover and which are deferred to the Phase 2 completion - the distinction matters for the first two years of occupancy, when the amenity gap is most visible. The RERA filing locks the amenity-phasing schedule and the agreement-for-sale draft must mirror that schedule for buyer protection to be enforceable.