Approved plans and specifications

                                                                                                                13                                           14       1
                                                                                                       12




                                                                                                                                                                                                            CH H21
                                                                                                                                                                                                              21 8.6
                                                                                                                                                                                                              C

                                                                                                                                                                                                                8.
                                                                                                                                                                                                                   20 7
                                                                                                                                                                                                                     0
                                                                                                                                                                                                                       1
                                                                                                                                                                                                CH
                                                                                                       11                                                         2
 CH2




                                                                                                                                                                                                  22
                                                                                                                                                       3




                                                                                                                                                                                                  0. 0
                                                                                                                 10
50.8




                                                                                                                                                                                                       00
10




                                                                                                                                                                                  150
                               CH2
                              47.4
                             21




                                                                                                                                                 CH229.435
                                                                                           CH237.649
                                                                               CH239.424
                                                                   CH240.000
                                                    150                                                               150


                                                                                                                                                             4
                                                                                                                 9
                                                                                                            8                                                    5




                                                                                                                                                         6
                                                                                                            7




                                                                                                                                                                                                         CAUSEWAY SETOUT TABLE
                                                                                                                       LAYOUT PLAN                                        POINT   NORTHING             EASTING   LEVEL                          LOCATION
                                                                                                                                                                            1      481399.810          7080990.415         81.744    TOP OF APRON AT BACK OF WINGWALL
                                                                                                                                                                            2      481398.113          7080990.847         81.708        TOP OF BASE SLAB CORNER
                                                                                                                                                                            3      481397.960          7080991.010         83.176   TOP OF ROAD CORNER AT CULVERT EDGE
                                                                                                                                                                            4      481394.468          7080989.965         83.103   TOP OF ROAD CORNER AT CULVERT EDGE
                                                                                                                                                                            5      481394.430          7080989.744         81.631        TOP OF BASE SLAB CORNER
                                                                                                                                                                            6      481392.591          7080989.262         81.593    TOP OF APRON AT BACK OF WINGWALL
                                                                                                                                                                            7      481390.478          7080996.322         81.593    TOP OF APRON AT BACK OF WINGWALL
                                                                                                                                                                            8      481392.279          7080996.929         81.631        TOP OF BASE SLAB CORNER
                                                                                                                                                                            9      481392.432          7080996.767         83.103   TOP OF ROAD CORNER AT CULVERT EDGE
                                                                                                                                                                           10      481395.924          7080997.812         83.176   TOP OF ROAD CORNER AT CULVERT EDGE
                                                                                                                                                                           11      481395.963          7080998.032         81.708        TOP OF BASE SLAB CORNER
                                                                                                                                                                           12      481397.414          7080998.894         81.744    TOP OF APRON AT BACK OF WINGWALL
                                                                                                                                                                           13      481397.708          7080998.417         81.744        TOP OF CORNER OF APRON
                                                                                                                                                                           14      481399.940          7080990.960         81.744        TOP OF CORNER OF APRON




                                                                                                                                   CL01




                                     1:4




                                                                                                                            A1 HORZ SCALE 1:10
                                                                                                                            A1 VERT SCALE 1:10

     Callaghan & Toth                                                                                                                                                     36 ROSES ROAD FEDERAL
       Civil, Environmental & Hydraulic Engineers                                                                                                                                                                                                          D
                                                          MICHAEL JONES                                                                                                   CONCRETE JOINT PLAN & DETAILS 1 OF 2
                                                                                                                                                                                                                                                                   A1
                                                                                                                                                                          OPERATIONAL WORKS