Attachment 5 - Documents referenced in conditions

                                                                                                                                                                                                                      NS 81.60




                                                                                                                                                                                                                                                                                                                                                                                                          CH
                                                                                                                                                                                                                                                                                                                                                                                                            21
                                                                                                                                                                                                                                                                                                                                                                                                             CH


                                                                                                                                                                                                                                                                                                                                                                                                              8.
                                                                                                                                                                                                                                                                                                                                                                                                               21

                                                                                                                                                                                                                                                                                                                                                                                                                20
                                                                                                                                                                                                                                                                                                                                                                                                                  8.

                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                     61
                                                                                                                                                                                                                                                                                                                                                                                                                       7
                                                                                                                                                                                                                                                                                                                                                                                              CH
                                                                                                                                                                                                                                                                                                                                          Culvert crossing array must be made up




                                                                                                                                                                                                                                                                                                                                                                                                22
  CH2




                                                                                                                                                                                                                                                                                                                                                                                                0.0
                                                                                                                                                                                                                                                                                                                                          of a minimum of 6 x 1800 mm wide cells




                                                                                                                                                                                                                                                                                                                                                                                                     00
0.81  5




                                                                                                                                                                                                                                                                                                                                          with a combined aperture width of at




                                                                                                                                                                                                                                                        1800W x 1450H LINK SLAB
                                                                                                                                                                                                  1800W x 900H RCBC
     0




                                                                                                                                                                                                                                                                                                                                          least 10.8 meters




                                                                                                                                                                                                                                                                                                          1800W x 900H RCBC
                                CH2
                                    47.4
                               1         2




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




                                                                                                                                                                                                                                 EXIST BED SLOPE 1.6%
                                                             LAYOUT PLAN




                                                                                                                                                                                                                                                                                  CONTROL LINE
                                                          VARIES


                                                                                                                                                                           3.00                                                                                                                              1.50
                                                          CU 1 in        0.50            0.50                      0.50                                                                                                                                                                                                                                    1.00       VARIES
                                                                                                                                                               (WIDTH VARIES DUE TO TAPER)                                                                                                       (WIDTH VARIES DUE TO TAPER)
                                                            T B 1.5
                                                               AT
                                                                  TE
                                                                     R                                                                                                                                                                                                                                                                                                       R
                                                                                                                                                                          1.32%                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                                                -1.32%                                   TT
                                                                                                          1 in 4                                                                                                                                                                                                                                                     BA 1.5
                                                                                                                                                                                                                                                                                                                                                                   UT 1 in




                                                                                                                                                                                                                                                                                                 0.15
                                                                                                                                                                                                                                                                                                                                                         1 in 4   C




                                                                                                                                                                                                                                                                                                                                                  0.30
                                                                                                                                                                                                                                                                                                                         0.075
                                                                                                0.60




                                                                                                                                                                                                                                                                                                                                           0.15


                                                                                                         0.15



                                                                                                                                                         CH220 DETAIL - TYPICAL CONCRETE ROAD SECTION
                                                                                                                                                             A1 HORZ SCALE 1:20 (CH218.200 - 228.824)
                                                                                                                                                             A1 VERT SCALE 1:20 (CH234.725 - 250.810)
                                                                                                                                                                                   CONTROL LINE




                                                                                                                                                                 1.50                                                             2.50
                                                                                VARIES                                         1.00                                                                                                                                                                                                                      1.00                       VARIES
                                                                                                                                                     (WIDTH VARIES DUE TO TAPER)                                      (WIDTH VARIES DUE TO TAPER)


                                                                                                                                                                                                                                                                                                    5%
                                                                         CU 1 in                                                                                    -5%
                                                                           T B 1.5
                                                                              AT                                               1 in -4
                                                                                 TE                                                                                                                                                                                                                                                                                       1 in -4
                                                                                      R




                                                                                                                                                                 CH140 DETAIL - TYPICAL GRAVEL ROAD SECTION
                                                      *                                                                                                            A1 HORZ SCALE 1:20
                                                                                                                                                                    A1 VERT SCALE 1:20 (CH0.000 - 218.200)


         Callaghan & Toth                                                                                                                                                                                                                                                                                                                                                       36 ROSES ROAD FEDERAL
         Civil, Environmental & Hydraulic Engineers                                                                                                                                                                                                                                                                                                                                                                        C
                                                                         MICHAEL JONES                                                                                                                                                                                                                                                                                          TYPICAL ROAD SECTIONS
                                                                                                                                                                                                                                                                                                                                                                                                                               A1
                                                                                                                                                                                                                                                                                                                                                                                 OPERATIONAL WORKS