Intending promoters of an aerial ropeway shall submit the following maps, drawings, detailed information, specifications and estimates when required to do so under Section 5 of the Act: -(a)A map of the alignment on a scale of 1 in 1,000 showing in red the proposed alignment and details within 50 feet on either side of the alignment, specifically showing all overhead cables, roads, dwelling houses, canals, public embankments and other structures. The areas proposed to be acquired shall also be shown on the map.(b)A profile of the ground plotted to be a natural scale of 1 in 1,000 showing loading, unloading, tension, angle, section and power stations position and height of the trestles with the sag of the loading rope and the clearance, in figures, of any permanent object proposed to be the ropeway and the position of protection bridges.(c)A skeleton drawing of stations and a drawing of a typical trestle, showing buckets and rope supports to a scale of not less than 1 in 100, dimensioned drawings of the buckets or carriers from the point of their suspension in the box head, and their cubic capacity. When construction has been decided upon, the complete dimensioned working plans shall be placed before Government for final approval.(d)A statement showing:(1)the type of ropeway,(2)whether the load will be carried one way or both ways,(3)length of the ropeway with the length of each section if not in one length,(4)difference of altitude of terminals and whether such difference is for or against the loads to be carried for each section,(5)vertical height between the rope and protection bridges at road and railway crossings,(6)average or maximum vertical height of the rope above inhabited areas,(7)statement showing inhabited areas crossed and method of affording protection from falling buckets or contents thereof,(8)material to be carried,(9)quantity per hours,(10)individual bucket loads,(11)weight of bucket and box head,(12)cubic capacity of buckets,(13)speed of rope,(14)driving pull at rope,(15)size of rope or ropes,(16)construction of rope,(17)actual breaking stength of rope or ropes,(18)greatest tension on line,(19)lowest factor of safety for the rope, .(20)size of tension ropes,(21)actual breaking strength of tension rope,(22)tension in tension rope,(23)gauge of line,(24)diameter of turn-back sheaves,(25)clearance between buckets and trestles,(26)maximum desinged stress in structures and condition governing same,(27)ultimate resistance of steel employed,(28)maximum stress in main shafts,(29)unit pressure in main shaft bearings,(30)wind pressure on ropes and buckets and on structures,(31)weight of foundations for main anchorages with calculations and sketch giving the over-turning and resisting moment of the foundations, and(32)diameter and maximum unit pressure on trestle sheaves, or in the case of a bi-cable ropeway, on the supporting saddles.(e)An accurate estimate of the cost of construction and statements of estimated working expenses and profits and of maximum and minimum rates which it is proposed to charge.(f)Dimensioned drawings in triplicate of all protection bridges, with stress diagrams and calculations taking impact of falling buckets into accounts.
