Approved plans and specifications

                                                                                                                                                                                                                 NS 81.60




                                                                                                                                                                                                                                                                                                                                                                         CH
                                                                                                                                                                                                                                                                                                                                                                            2
                                                                                                                                                                                                                                                                                                                                                                    CH

                                                                                                                                                                                                                                                                                                                                                                            18
                                                                                                                                                                                                                                                                                                                                                                              .2
                                                                                                                                                                                                                                                                                                                                                                     21


                                                                                                                                                                                                                                                                                                                                                                                00
                                                                                                                                                                                                                                                                                                                                                                        8.6
                                                                                                                                                                                                                                                                                                                                                                          17
                                                                                                                                                                                                                                                                                                                                                     CH
                                                                                                                                                                                                                                                                                                                                                        22
 CH2




                                                                                                                                                                                                                                                                                                                                                           0.0
                                                                                                                                                                                                                                                                                                                                                               00
0.81 5




                                                                                                                                                                                                                   1500W x 1200H
                                                                                                                                                                                                 1500W x 1400H
                                                                                                                                                                   1500W x 900H




                                                                                                                                                                                                                                                                          1800W x 900H
0




                             CH2




                                                                                                                                                                                                 LINK SLAB
                                47.4
                                    21




                                                                                                                                                                   RCBC




                                                                                                                                                                                                                                                                          RCBC
                                                                                                                                                                                                                   RCBC



                                                                                                                                                                                                                                                                                      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
                                                                                                                                                                        1.32%                                                                                                                                                      ER
                                                                                                                                                                                                                                                                                         -1.32%                                TT
                                                                                                         1 in 4                                                                                                                                                                                                            T BAn 1.5




                                                                                                                                                                                                                                                                  0.15
                                                                                                                                                                                                                                                                                                                1 in 4   CU 1i




                                                                                                                                                                                                                                                                                                         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                                                                                                                                                                                                                                                                                                                                    D
                                                                       MICHAEL JONES                                                                                                                                                                                                                                                  TYPICAL ROAD SECTIONS
                                                                                                                                                                                                                                                                                                                                                                                         A1
                                                                                                                                                                                                                                                                                                                                        OPERATIONAL WORKS