Page 41 - KBHA BULLETIN 5
P. 41

38


               Engineer,  had  stated  in  a  letter  of  26  July  1922,  to  the  Council’s  Improvements  and  Parks

               Committee, that the road was “……necessary for the future development of the mountain slopes,
               above  Muizenberg  and  Kalk  Bay,  on  proper  Town  Planning  lines  ….”  He  attached  a  plan

               showing the proposed route and the affected properties. This may have been the Attridge map of
               1915.


               Initial work had been commenced on a small scale in November 1922 from the Muizenberg end,

               between  an  old  quarry  on  Main  Road  and  the  back  of  the  Municipal  Stables  that  had  been

               established there in 1913, and below the balancing reservoir that received water from the Hansen
               (Silvermine) Reservoir. We may surmise that there had been some sort of track leading up to this

               reservoir from the time of its construction around 1900, and that this had remained in passable
               condition for maintenance and inspection purposes. We may also surmise that it made sense to

               start  the  HLR  here  because  this  was  Council  land  and  did  therefore  not  require  costly
               expropriation procedures.



               A work force of 60 men had been assembled funded from the Provincial Administration’s post-
               war Relief Works Programme. An initial grant of £400 was made available and by March 1923 a

               40 ft wide carriageway 1,150 ft long had been cut. The embankment was planted with sour fig as
               a stabilization measure, and a further £478 had been granted for the next six month phase of

               work through to November 1923. (Fig. 3.11.)


               This was the state of progress when Boyes had intervened.


               The  whereabouts  of  the  files  containing  subsequent  correspondence  and  plans  describing  the

               engineering  and  technical  details  of  construction,  as  well  as  the  general  progression  of
               construction, have yet to be traced. However, cross-sectional drawings for the later southward

               extension around Trappies Kop, indicate how it was intended to engineer the 33 ft wide roadbed
                                                                               0
                                                                        0
               into a variety of typical slope conditions ranging from 25  to 40  (Fig. 3.12.) Also, it is known
               that there were washaways in places during the wet season and that, for these and other reasons,
               construction took about five years rather than the expected two years. It is also not clear precisely







                                                             38
   36   37   38   39   40   41   42   43   44   45   46