Attachment 5 - Documents referenced in conditions

                                                                                                                                                  NS 81.60
                                                                                                        8                                                                                                                                              1




                                                                                                                                                                                                                                                                                        CH H21
                                                        Culvert crossing array must be made up




                                                                                                                                                                                                                                                                                          21 8.6
                                                                                                                                                                                                                                                                                          C

                                                                                                                                                                                                                                                                                            8.
                                                                                                                                                                                                                                                                                               20 7
                                                        of a minimum of 6 x 1800 mm wide cells




                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                   1
                                                        with a combined aperture width of at                                                                                                                                                   2




                                                                                                                                                                                                                                                                             CH
CH2




                                                                                                                                                                                                                                                                                2
                                                                                                                                                                                                                                                                               20
                                                        least 10.8 meters                                   7




                                                                                                                                                                                                                                                                                 .00
   50.8




                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                     1800W x 1450H LINK SLAB
10




                                                                                                                    1800W x 900H RCBC
                                                                                                                                                                                                                                                                150
                             CH2




                                                                                                                                                                                                               1800W x 900H RCBC
                            47.4
                           21




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




                                                                                                                6                                                                                                                                  3




                                                                                                        5
                                                                                                                                                                                                                                           4




                                                                                                                                                             EXIST BED SLOPE 1.6%
                                                                                                                                                                                                                                                                                              CAUSEWAY SETOUT TABLE
                                                                                                                                         LAYOUT PLAN                                                                                                              POINT   NORTHING              EASTING    LEVEL               LOCATION
                                                                                                                                                                                                                                                                      1   X=481399.8775         Y=7080990.6702   45.950   TOP OF ROAD/HEADWALL

                                                                                                                                                                                                                                                                      2   X=481397.9315         Y=7080991.1317   44.990      EDGE OF APRON

                                                                                                                                                                                                                                                                      3   X=481394.4252         Y=7080990.0822   45.881   EDGE OF CONC BATTER

                                                                                                                                                                                                                                                                      4   X=481392.6223        Y=7080989.5426    45.754   EDGE OF CONC BATTER
                                                                                                                                                                                                                                                                      5   X=481390.8592        Y=7080995.9563    44.810      EDGE OF APRON
                                                                                                                                                                                                                                                                      6   X=481392.8052         Y=7080995.4951   45.850   TOP OF ROAD/HEADWALL
                                                                                                                                                                                                                                                                      7   X=481396.3114        Y=7080996.5442    45.050      EDGE OF ROCK
                                                                                                                                                                                                                                                                      8   X=481397.6839         Y=7080997.9991   45.550      EDGE OF ROCK




                                                                                                                                                                              CL01




                                   1:4




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

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