Appendix J - Civil Engineering Report and SBSMP

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    219°40
                                                  E
                                                                                                                                                                                                                                                                                                                                                                                                                                                            E




                                                                                                                                                                                                                            OP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2 27 1
                                                                                                                                                                                                                                                                                                                                                                                                                            SW

                                                                                                                                                                                                                                                  NOOSA CIVIC SHOPPING CENTER                                                                                                                                                        E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           '35"
                                                                                                                                                                                                                                                                                                                                                                                            SW                 E                                                                RL: 4.15
                                                                                                                                                             UNDERSTOOD THAT
                                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                    DA200 BIO SURFACE: 4.40                                     SW
                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 B3             IL: 3.55
                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RL 3.50




                                                             E
                                                                                                                                                             EARTHWORKS TO TAKE PLACE.                                                                                                                                                                                             RL: 4.50
                                                                                                                                                                                                                                                                                          TWL IN BIO: 4.50SW                             E
                                                                                                                                                                                                                                                                                                                                                                                                                                       WA            LE                                                                                                RL 3.40
                                                                                                                                                                                                                                                                                                                                                                                                                                  OW S




                                                                                                                                                                                                                                   OP
             EXISTING OPTIC LINE                                                                                                                             EXISTING BATTER TO BE                                                                                                                                        E                                                                                             F        L
                                                                                                                                                                                                                                                                                                                                                                                                                   HIGH




                                                                                                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                             STEEPENED TO MAX 1:2, PENDING                                                                                                                                                                                         7.000
                                                                                                                                                                                                                                                                                            SW          E
             EXISTING STORMWATER LINE                                                                                                                                                                                                                                                                                                                                                                                                                       IPE
                                                                                                                                                             ASSESSMENT AND CERTIFICATION                                                                                             E
                                                                                                                                                                                                                                                                                                                                                                                                                                   FL          OW P                                                     5.20
                                                                                                                                                                                                                                                                                                                                                                                    6.000
                                                                                                                                                                                                                                                                                                                                                                                                                             5 LOW




                                                                      E
                                                                                                                                                             BY GEOTECHNICAL ENGINEER                                                                         SW
                                                                                                                                                                                                                                                                                                                                             PIT TOP: 4.50
                                                                                                                                                                                                                                                                                                                                                                                                                   DN37
                                                                                                                                                                                                                                                                   E
             EXISTING UNDERGROUND                                                                                                                                                                                                                             '45"
                                                                                                                                                                                                               SW                  E                   119°16                                                                                IL: 3.70                                                                                                                                             LOCAL EXCAVATION
                                                                                                                                                                                                                                                                                                                                                                                      5.000
             ELECTRICAL LINE                                                                                                                                                                                                                             41 0
                                                                                                                                                                                                                                                            5 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  206°49
                                                                                                                                                                                                                                             OP
                                                                                                                                                                                                    E                                                                                                                                                                                                                                                                                             TO BRANCH EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    25 40 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OPEN-CHANNEL TO




                                                                              E
                                                                                                                                                                                  SW    E

             EXISTING STORMWATER MANHOLE                                                                                                                                                                                                                                                                            SWALE       80m2
                                                                                                                                                                                                                                                                                                                                     Bio                                                                                                                               TYPE 3A                    SITE BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         '45"
                                                                                                                                                             E
                                                                                                                                             SW




                                                                                           7.30
                                                                                                                               E

             REFER LANDSCAPE                                                                          SW
                                                                                                                                                                                                                                                                                                                                                                                                        5.20                         TYPE 3B
                                                                                                               E




                                                                                    7.33
             ARCHITECTS' DRAWINGS FOR




                                                                                                                                                                                                                                                  OP
             LANDSCAPING AREA                                                                                                                                         RL: 5.00                                                                                                                                                                                                                               2167
                                                                                                                                                                      IL: 4.60                                                                                                            Q3MONTH
                                                                                                                                                                                                                                                                                          FLOWS                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                     BIO RETENTION
                                                                                                                                                                                                                                                                                                                          RL: 4.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                              TYPE 2B                                                                 DA201
                                                                                                                                                                                                                                                                                                                          IL: 4.45                                                                                                               EXISTING NORTH




                                                                                                                                                                                                                                                         OP
                                                                                                                                                                                                                36°13'55"
                                                                                                                                                                                                                                                                                                                                                                                                                                                 TO SOUTH OPEN                                                                      RL: 5.00
                              SETBA




                                                                                                                                                                                                                  69709
                                                                                                                                                                                                                                                                                                                                              PERGOLA HIGH-FLOW                                                                              TYPECHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                  2A                                                                                IL: 4.50
                               10000




                                                                                                                                             PERGOLA




                                                                                                                                                                                                                                                                                                                                                                     213°03
                                                                 RL: 5.11                                                                                                                                                                                                                                                                             BYPASS PIPE




                                                                                                                                                                                                                                                                                                                                                                       78 66 1
                                                                 IL: 4.61
                                    CK




                                              5.00                                                                                                                                                                                                                                                                                                                                                                                                                                            TYPE 2B




                                                                                                                                                                                                                                                                                                                                                                            '30"
                                                      0
                                                                                                                                                                       POOL




                                                                                                                                                                                                                                                                   OP
                                                                                                                                                                       PUMP
                                                                                                                                                                                                                                                                                                          COMMUNAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BUILDING C




                                                                                                                                                                                                             3100
                                               300                                                                                                                                                                   16300                                                                             RECREATION AREA                                                                                                                          TYPE 2A
                                            SET 0                                                                                                                     WC
                                               BAC
                                                   K
                                                                                                                                                                                                         POOL
                                            5.20                          5.20                                                                        5.20                                                                              OP
                                                                                                                                                                                                                                                                        OP
                                                                                                                                                                                                                                                                                                        B1
                OP                                                                                                                                                                                  OP
                                  51 07 '




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TYPE 2A
                                        7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5.10
                                       8




                                                                                                                                                                                       OP
                                   60°1




                                                                                                                                                                                                               RL: 5.10                                                                                                                                                                                                                               TYPE 1A
                                                                                                                                                        OP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CVJ
                                                                                                                          OP                                                                                   IL: 4.60                                                                                                                                                                                                                                                                                                                                        84 5
                                                                                                      OP
                                                                                                                                                                                                                                                                                                                                                                                   RL: 5.10
                                                                                                                                                                                                                                                                                                                                                                                                                       5.20                                                                                                                              S 182
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          P
              DA201




                                      OP                               OP
                1




                                                  OP



                                                                                                                                                                                                                                                                                           3
                                                                                                                                                                                                                                                                                                                                                                                   IL: 4.55




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FFL. 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         208°44
                                                                                                                                                                                                                            5.20                                                                                                                                                                                                                                                                    TYPE 2A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .35
                                                                                                                                                                                                                                                                                                                                                                                                 5.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           35 80 0
                                                           TYPE 2C                                                                                                                                                                                                       5.20
                                                                                  TYPE 2A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                '35"
                                                                                                               TYPE 1A                                                                                                                                                                                                                                                                                                                                               MANAGER
                                                                                                                                             TYPE 2B                                                                                              5.20                                                                                                                                                              SEATING
                                                                                                                                                                       TYPE 2A                                                                                                                                                                                                                                       LETTER
                                                                                                                                                                                                                                                                                                                                                                                                                     BOXES               5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFUSE                            TYPE 2C                                       RL: 5.00
                                                                                                                                                                                                  TYPE 3A                                                                                                                                                                                                                                                                                                                                              IL: 4.38
                                                                                                               BUILDIN                                                                                                                                                             TYPE 3A                      TYPE 2B          TYPE 1A                TYPE 2A                        TYPE 2C
                                                                                                                      G                       A                  FFL. 5.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PUMP

                                                  TYPE 2C
                                                                          TYPE 1A
                                                                                                                    TYPE 1A
                                                                                                                                                                                                                                                                                                   FFL. 5.35
                                                                                                                                                                                                                                                                                                                              BUILDING B                                                                                                               8 CARPARKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BIO TO OUTLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TO EXISTING
                                                                                                                                                  TYPE 2A                                                           IL: 5.13                                                                                                                                                                                                                                FFL 5.25                                                                              OPEN-CHANNEL
                                                                                                                                                                                 TYPE 2A                            RL: 4.63                                                                                                                                                                                                                                           BIO SURFACE: 4.25                                                          TO EAST
              M SB                         5.20                                                                                                                                                                                                                                                                                                                                            TYPE 2C                                                                     TWL IN BIO: 4.35
W
                        PADMOUNT
                                                                                                                                                                                                TYPE 1B
                                                                                                                                                                                                                                                                                 TYPE 1B
                                                                                                                                                                                                                                                                                                 B2
                                                                                                                                                                                                                                                                                                 TYPE 2A            TYPE 1A                             TYPE 1A                                                                              4.000
                        TRANSFORMER                                                                                                                                                                                                              3
                328°
                     52
                                       5.00                   B3                                                                                                                                                                             SP 246583                                                                                                                                                                                                                                                  1:5
               1163 '                                                                                                                                                                                                                                                                                                                                                                                                                                                     1:8                                  TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RAMP ENT
                   3              W


                                                             328°38                                                                                                                                      5.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BA SE M                 RL: 3000
                                                                  W '3 0"                                          5.20
                                                                                                                                                                                                                                                                    5.20                                                                                                                         5.20                                                                                                                            5.00SETBACK
                                                              26 5 71                                                                                                                                                                                                                                                                                                                                                                                                                                                BIO RETENTION
     S                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              45m2 Bio




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        215°32'
                                                                                                                                                                                                                                                                                                                                                                                                                                                          1:10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         25884
               KERB ADAPTOR/S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10000
                                                                          5.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SIGNAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8000
                                                                                                                                                  W
             EXISTING WATER
                        S
                            LINE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RL:                PIT TOP: 4.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6000
                                                                                                                                                                                                                                                                                                                                                                                                        IL: 5.10                                                                        WATER METE
                        S
                                                                                                                                                                                            W
                                                                                                                                                                                                 318°25'                                                                                                                         5.20                                                                                                                                                              R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           IL: 3.45
                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                        RL: 4.35W 7°58
                                                                                                                                                                                                                                                                                                                                                                                                               30      '                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BOOSWTER                        4.80
             EXISTING SEWER MANHOLE                                                                                                                                                              26571IL: 5.05 W                                                             W    313°11'35"                                                                             307°58'
                                                                                                                                                                                                                                                                                                                                                                             W                                                                                                                                                         314°49'50"
                                                                                                                                                                                                                                                                                                            W                        W
                                                                                                                                                                                                                                                                                                                                                                          19232                                  8657                                                                                                           W
                                                       S
                                                                                                           S                                                                                             RL: 4.55                                                                   26571                                                                                                                                                                                                                                                29380           W



                                                                                                                                              S
                                                                                                  S
             EXISTING SEWER LINE
         LEGEND:

                                                                                                                                                                                                                                                                                                                                                 4.59
                                                                                                                                                                                                                                                                                                                                                 4.58
                                                                                                                                                                                        S
                                                                                                                                  S
                                                                                                                                                                                                                     S
                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                                                             4m SET-BACK TO BIO
                                            CATCHMENT                                                                                        INLET PIT AND                                                                                                                                HOFMANN DRIVE                                                                                                                                      FROM SITE BOUNDARY
                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                 RCV ( Front Lift)
                                                                                                                               4.88




                                                                                                                                      5.06




                                                                                                                                                                                                                                                                     1                                                                                                                                                                                                                                  DEMOLISH EXISITING CONENCTION
         W
                                            BOUNDARY                                                                                         STORMWATER PIPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW
                              E
                                                 EXISTING ELETRICAL LINE                                                                                                                                                                                           DA200                                                                                                                                                                                                                                AND CONSTRUCT    NEW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING WATER    OUTLET WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           METER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        HEADWALL TO OPEN CHANNEL
                 B1                         CATCHMENT
                                                 EXISTINGID
                                                          WATER LINE
                                                                                                                                             GRASS-LINED                                                                                                                                                                                                                                                                                                                                                    EXISTING STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LINE
                                                                                                                                             SWALE


                                    BRISBANE                                                                                                                                                                                     NOOSA APARTMENT                                                                                              STOCKWELL DEVELOPMENT GROUP PTY LTD
                                                                                                                                                                                                                                                                                                                                                             SITE PLAN                                                  STRUCTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                        CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PRELIM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STORMWATER QUALITY PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Project No:           20225




                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAFT
                                    Plaza Level, Mosaic                                                                                                                                                                          HOFMANN DRIVE,                                                                                                NOOSA RESIDENTIAL DEVELOPMENT                                                MRB                       MVI                  MVI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Date:
                                    826 Ann St                                                                                                                                                                                   NOOSA                                                                                                         17-19 HOFMAN DRIVE, NOOSAVILLE QLD 4566                                                                                                                      Scale:         1 : 400@ A3
                                    Fortitude Valley QLD 4006                                                                                                                                                                                                                                                                                                                                                               24553                     MRB                 1:200 @ A1                        Drawn / Check: Author
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Checker
    02       27.07.21               TINFORMATION
                            ISSUED FOR   +61 7 3253 9900                                                                                                                                                                         DEVELOPMENT APPROVAL                                                                                                                                                                                                                     1:400 @ A3

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DA100
    01       25.06.21       ISSUED FOR INFORMATION
                                    [email protected]                                                                                                                                                                                                                                                                                                                                                                                                                                                SK02                                                        02

                                  These designs and plans are the copyright of MODE DESIGN Corp. Pty Ltd and cannot be reproduced without written                                                                                Do not scale off this drawing
                                  permission