2508-47877 SRA - Attachment 5 - Plans and docs referenced in SARA response

4                                                                                                                                                                                                                                                                                                             11
                                                                                                                                                                                                                                                                                                                                                                                                                                            5.1
                                                                                                                                                                                                                                                                                                                                                                                                                                       11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UNIT 6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                     <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6

                                                                                                                                                                                                                                                                                                                                6.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                        5                                                                                                                                                                                                                                                                                                                                                                                                                                           11                                                                      1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW                EXISTING STORMWATER PIPE
                                     SW




                                                                                                                                                                                                                   .8                                                                                                                                            9                                                                                            .11                                                                                                                                                                                                                                                                    3.2
                                     9




                                                                                                                                                                                                                 17                                                                                                                                           6.8                                                                                           15                                                                                                                                                                                                                                                                     11
                                      11




                                                                                                                                     1                                                                       1                                                                                                                                            11                                                                                            1
                                       <




                                                                                                                                 8.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
                                                                                                                            11

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW                PROPOSED STORMWATER PIPE
                                                                                                                                                                                                                        UNIT 11                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4.3
                                           <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                          7.0
                                                                                                                                                                                                                                                                                                                                                                    SW




                                                                                                                                                                                                                                                                                                                                                                                                                                               5.1

                                                                                                                                                                                                                                                                                                                                                                                                                      UNIT 7
                                                                                                                                                                                                                                                                                                                                      11                                                                                                                                                                                                                                                                                  11                                                                     .7
                                                                                                                                                                                                                                                                                                                                                                                                                                          11                                                                                                                                                                                                                                             11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LEVELS & RETAINING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                                                                                     5
                                           <




                                                                                                                                                                                                                                            2                                                                                                     6.8                                                                                                                            2
                                                                                                                                                                                                                                         7.7                                                                                                   11                                                                                                                            5.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           11
                                           SW




                                                                                                                                                   8                                                                                11                                                                                                                                         1                                                                                                                                                                                                                                                                           3
                                                                                                                                                                                                            118




                                                                                                                                                                                                                                                                                                                                                                            6.6                                                                                                                                                                                                                                                                    4.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                           8.2                                                                                                                                                                                                                         11                                                                                                                                                                                                                                                                SW 11
                                                                                                                                         11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W
                                               <




                                                              7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4
                                                           .2
                                                     1   19                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11
                                                                                                                                                                            8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                         8.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      + 23.750
                                                                                                                                                                                                                                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING SURFACE LEVEL
                                                     <




                                                                                                                                                                    11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                            0                                                                                              15                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                         6.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1                                                                                                     4.9
                                                                                                                                                                                                                                                                                                                                                                                     11                                                                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                                                                                               116




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SW
                                                          <




                                                                                                                                                                                                                                                                                                                                                                                                            6.3
                                                                                                                                                                                                                                                                                                                                                                                                        11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                        UNIT 12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1
                                                                               SW




                                                                           9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W
                                                                      9.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                  11
                                                              <




                                                                                                                                                                                                                                                                                                                                                                                                                7                                8
                                                                                                                                                                                                                                                                                                                                                                                                             6.5                             6.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                + FSL 23.750
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                                                                                        11                                11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED FINISHED SURFACE LEVEL
                                                                  <




                                                                                                                    5
                                                                                                              9.1                                                                                                                                                                                                                                                                                                                                                                                            6
                                                                                                            11
                                                                                                                                                                                                                                                                                                                                                                                                                                                               6.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4                                      5.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FFL 24.00             PROPOSED FINISHED FLOOR LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                            11                                          11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                      SW




                                                                                                                                                                                                                                                                   1                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                                                                                117




                                                                                                                                                                                                                                                             7.8                                                                                                                                                        6.6
                                                                   <




                                                                                  6                                                                                                                                                                     11                                                                                                                                                         11
                                                                               9.5                                                                                  5
                                                                           11                                                                                                                                               8
                                                                                          SW




                                                                                                                                                              8.6                                                   8.1
                                                                                                                                                            11                                                    11
                                                                           <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                       9
                                                                                                                                 9.1
                                                                                                                            11

                                                                                                                                                                                                                                                                                                                                                                                         6.30
                                                                            <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MAINTAIN 1m CLEARANCE FROM CROSSOVERS
                                                                                                                                                                                                                                                                                          UNIT 13
                                                                                                                                                                                                                                                   6
                                                                                               4                                                                                                                                          8.2
                                                                                         9.7                                                                                                                                         11
                                                                                     11                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                            SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                             .8
                                                                                                                                                                                                                                                                                          17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TO POWER POLES, PRAM RAMPS, KERB LINTELS
                                                                                 <




                                                                                                                                                                                                                                                                                      1


                                                                                                                                                                                                                                                                                                                                                                                                                                                             As detailed in conditions 1 and 3 of SARA                                                                                                                                                                                                                                                                                                                                                                                                                 AND OTHER OBSTRUCTIONS TYPICAL
                                                                                     <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                             response with reference 2508-47877 SRA:                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.5m
                                                                                                                                                                                                                                                                                                                                                    UP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      | 2.5%
                                                                                          <




                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                                                                             4
                                                                                                                                                                                                                                                                                                                                            5




                                                                                                                                                                                                                                                                                                                                                                                                                                                             - relocation of utilities, infrastructure and services
                                                                                                                                                                                                                                                                                                                                                                1.0
                                                                                                                                                                                                                                                                                                                                           6
                                                                                                                      SW




                                                                                                                                                                                                                                                                                                                                          7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.5m
                                                                                                                                                                                                                                                                     7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                                                              .2
                                                                                               <




                                                                                                                                                                                                                                                           18

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PRELIM. PAVEMENT DETAILS
                                                                                                                                                                                                                                                         1

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           | 12.5
                                                                                                                                                                                                                                                                                                  118




                                                                                                                                                                                                                                                                                                                                                                                                                                                             - road access location                                                                                                                                                                                                                                                                                                                               CROSSOVER AS PER                                                                                                                                                                %
                                                                                                   <




                                                                                                                                               3                                         9
                                                                                                                                                                                          11
                                                                                                                                         9.5
                                                                                                                                    11                                                                                                                                                                    SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  IPWEAQ STD DRGS RSD-100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LAYER          DESCRIPTION
                                                                                                       <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  & RSD-101 TYPICAL
                                                                                                                                              SW




                                                                                                                                                                                                                                                             SW
                                                                                                                        6
                                                                                                                 9.9
                                                                                                             11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONC.         125mm THK 32MPa CONCRETE SL82
                                                                                                       <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MESH 40mm COVER
                                                                                                            <




                                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BASE        100mm TYPE 2.2 BASE COURSE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                  <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PER P                                   FINAL PAVEMENT DEPTH TO BE
                                                                                                                    <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FOOTPATH AS REQ'D                                                                                                                  AS
                                                                                                                                                                8
                                                                                                                                                             9.8
                                                                                                                                                        11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AS PER IPWEAQ STD                                                                                                                                                                 DETERMINED FOLLOWING SOIL TESTS BY
                                                                                                                            <




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          J.                                                                                GEOTECHNICAL ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRG