Description: During reconstruction the main view point was a storage area for equipment
Description: Notable addition to rock fall safety were the special wire mesh nets
Description: Entering the danger zone beyond the Main View Point on Chapmans Peak Drive
Description: Impact crators dot the old road surface and reflect the high rock fall rate during slope clean up
Description: Differential weathering of the interbedded sandstones and red shales
Description: Cross bedding well exposed in the sandstone strata
Description: Slope parallel parting
Description: Dispostion of the safety mesh net fences above the road
Description: Safety nets lean out over the road
Description: Slope parallel fractures fastened with an earlier generation of rock bolts
Description: Slope parallel fracture separating a block of rock
Description: Dyke contacts with the surrounding country rock tend to weather preferentially
Description: Detrail of the dolerite dyke cutting the Graafwater strata
Description: Net fences and a bridge deployed across an easily eroded fault zone
Description: Rock falls down a narrrow fault controlled gully are barely stopped by the road barrier
Description: A fault zone in the Graffwater is accompanied by local folding
Description: A wire mesh fence protects the second main viewpoint down the Chapmans Peak Drive
Description: Close up of the numerous holdfasts necessay to anchor the wire mesh safety fences
Description: A small normal fault displacing Graafwater strata
Description: Normal fault with about a metre displacement
Description: Complex fault splays
Description: Second dolerite dyke exposed in the road cut just below the second main viewpoint
Description: Second dolerite dyke cutting through the Graafwater just below the second main view point
Description: Detail of the dyke contact with the surrounding strata
