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Following comments received on the proposed Revised Schedule of Fees for applications made to the South African Heritage Resources Agency (SAHRA), made in terms of Section 25(2)(l) of the National Heritage Resources Act No. 25 of 1999 (NHRA) and published in the Government Gazette of 22 July 2022, SAHRA hereby publishes the final Revised Schedule of Fees for Applications made to SAHRA. Applications for provision of services submitted to the South African Heritage Resources Authority (SAHRA), in terms of the National Heritage Resources Act, No. 25 of 1999 (NHRA) must be accompanied by a payment of the appropriate fee, taking effect from 1 January 2023

Revised Schedule of Fees for Applications made to the South African Heritage Resources Agency (SAHRA)

PROPOSED MQHASHELA TO MUNGA PEDESTRIAN BRIDGES, WARD 33, RAY NKONYENI LOCAL MUNICIPALITY, UGU DISTRICT MUNICIPALITY

CaseViews

CaseHeader

HeritageAuthority(s): 

Development Type: 

ProposalDescription: 

PROPOSED MQHASHELA TO MUNGA PEDESTRIAN BRIDGES, WARD 33, RAY NKONYENI LOCAL MUNICIPALITY, UGU DISTRICT MUNICIPALITY

Expanded_Motivation: 

The proposed Mqhashela to Munga pedestrian bridges, aim to allow local residents to have improved, formalised access to their homes, schools, shops and the extended road network. The proposed pedestrian bridges construction would include a main northern pedestrian bridge, and a smaller eastern pedestrian bridge. The main northern pedestrian bridge provides a 34 m length walkway across a non-perennial tributary of the Ncumuse River. The northern bridge has an internal width of 1.17 m and an external width including handrails of 1.53 m. Metal, spot welded braced handrails at a height of 1.44 m, will run along both sides of the steel frame bridge structure with a reinforced concrete walkway. The steel frame bridge structure is founded on a central reinforced concrete pier at 1.4 m square by 0.5 m thick concrete footing. On each end, (Y20) steel dowels, are encased in a concrete housing at 2.4 m by 2 m at a depth of 2.91 m. In addition, 2 grouted gabions at 1m x 1m x 1m will sit on either side of each end of the pedestrian bridge, together with grouted and tapered stone pitching work on either side of the bridge end at an approximate length of 5 m. The smaller eastern pedestrian bridge provides a 14.4 m walkway across a non-perennial tributary of the Ncumuse River. The eastern bridge has an internal width of 1.17 m and an external width including handrails of 1.53 m. Metal, spot welded braced handrails at a height of 1.44 m, will run along both sides of the steel frame bridge structure with a reinforced concrete walkway. The steel frame bridge structure is founded on each end with (Y20) steel dowels, encased in a concrete housing at 2.4 m by 2 m at a depth of 2.91 m. In addition 2 grouted gabions at 1t 1 by 1 by 1 m will sit on either side of each end of the pedestrian bridge, together with grouted and tapered stone pitching work on either side of the bridge end at an approximate length of 5 m. The northern pedestrian bridge centre point can be found at 30˚46’33.24” S 30˚09’03.90” E and the eastern pedestrian bridge centre point at 30°46'33.71"S 30° 9'4.07"E.

ApplicationDate: 

Thursday, April 11, 2019 - 14:03

CaseID: 

13719

OtherReferences: 

ApplicationTypeDeadlineDate
25/04/2019

ReferenceList: 

Images
View looking east over the study site
Site Plan -Pedestrian Bridge
Services
Watercourses
topocadastral
 
 

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