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Unfolding Narratives

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design consideration<br />

ACCESS TO THE SKYWALK<br />

The points of embarkment are on the PWD road, at the railway station<br />

and the Ramkrishna Paramhans Dev Road. Escalators, elevators and<br />

staircases service each of these points. The escalators flank a middle<br />

staircase for people reluctant to use those, elevators allow for<br />

convenience of movement for the old and the infirm as well as<br />

handicapped access. There are also plans for connecting the railway<br />

footbridge to the skywalk allowing for devotees using the<br />

Dakshineswar Railway Station directly from the railway platform level.<br />

There are further embarkment and disembarkment points at the other<br />

intersecting streets allowing for convenience of the local residents and<br />

shoppers. The temple gates at the end of the Skywalk have a set of 1<br />

escalator, 1 elevator and 1 staircase on both the disembarkation and<br />

embarkation ends. All access points are treated as all-weather glass<br />

enclosures with adequate safety measures taken at design level.<br />

Traffic lanes at road level: The two-legged structure of the Skywalk<br />

enables for a 6 meters wide central lane, earmarked for motorised<br />

transport going in both directions, and 2 meters wide lanes on both<br />

peripheries for slow moving traffic like rickshaws and bicycles. A<br />

lane separator wall will separate the slow moving and fast lanes.<br />

GENERAL ARRANGEMENT OF PLATFORM STRUCTURE<br />

There are 2 distinct segments of the skywalk: the segment spanning<br />

Rani Rashmoni Road and the segment spanning across the traffic<br />

rotary denoted as obligatory span by KMDA.<br />

The structure across Rani Rashmoni Road segment is a simple two<br />

legged structure with simply supported platform in the middle and<br />

cantilevers on both sides. The central span is 6.3 meters and the<br />

cantilevers are 1.8 meters each. The vertical supports are a pair of<br />

150x300 ISMC structural steel sections welded together. The<br />

platform is concrete deck over steel purlins of RHS 150x300.<br />

The structure across obligatory span is a central pier supported<br />

platform cantilevered on either side with the support being RHS<br />

Column 500x900. The platform is the same as the other segment.<br />

Tube mounted on top: A 10.5 meters wide tube at its base, it is 5<br />

meters high and will be fabricated using RHS 75x100 members and<br />

Dakshineswar temple complex<br />

Architecture Update March 2016 31

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