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
                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                     DA200 BIO SURFACE: 4.40                                     SW
                                                                                                                                                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  B3             IL: 3.55
                                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RL 3.50




                                                             E
                                                                                                                                                                                                                                                                                                                                                                                    RL: 4.50
                                                                                                                                                                                                                                                                                           TWL IN BIO: 4.50SW                             E
                                                                                                                                                                                                                                                                                                                                                                                                                                        WA            LE                                                                                                RL 3.40
                                                                                                                                                                                                                                                                                                                                                                                                                                   OW S




                                                                                                                                                                                                                                    OP
             EXISTING OPTIC LINE                                                                                                                                                                                                                                                                                           E                                                                                            F         L
                                                                                                                                                                                                                                                                                                                                                                                                                   HIGH




                                                                                                                                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                                                                                                                                                                                    7.000
                                                                                                                                                                                                                                                                                             SW          E
             EXISTING STORMWATER LINE                                                                                                                                                                                                                                                                                                                                                                                                                        IPE
                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                    FL          OW P                                                     5.20
                                                                                                                                                                                                                                                                                                                                                                                     6.000
                                                                                                                                                                                                                                                                                                                                                                                                                              5 LOW




                                                                      E
                                                                                                                                                                                                                                                               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       E
                                                                                                                                                                                                                                                                                                                                                                                                   5.20                               TYPE 3B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING STORMWATER


                                                                                    7.33
             ARCHITECTS' DRAWINGS FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     COVENANT J.




                                                                                                                                                                                                                                                   OP
             LANDSCAPING AREA                                RETAIN VEGETATION ALONG REAR                                                                              RL: 5.00                                                                                                                                                                                                                               2167
                                                                                                                                                                       IL: 4.60                                                                                                            Q3MONTH                                                                                                                                                                                                                                   NO VEGETATION
                                                             BOUNDARY. REFER TO LANDSCAPE                                                                                                                                                                                                  FLOWS
                                                                                                                                                                                                                      BIO RETENTION                                                                                                                                                                                                                                                                                                  REMOVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WITHIN
                                                             ARCHITECT PLANS                                                                                                                                                                                                                                               RL: 4.95                                                                                                                                                                                                    DA201
                                                                                                                                                                                                                                                                                                                           IL: 4.45
                                                                                                                                                                                                                                                                                                                                                                                                                                                               TYPE 2B
                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING NORTH                                                                     COVENANT




                                                                                                                                                                                                                                                          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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FFL 5.35 C




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TYPE 2A
                                        7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5.10
                                       8




                                                                                                                                                       5.20                             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        FFL 5.35        A                  FFL. 5.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PUMP

                                                  TYPE 2C                                                                                                                                                                                                                                                                        FFL 5.35
                                                                          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




         LEGEND:
             EXISTING SEWER LINE                                                                  S
                                                                                                                                               S




                                                                                                                                                                                                                                                                                                                                                  4.59
                                                                                                                                                                                                                                                                                                                                                  4.58
                                                                                                                                                                                         S
                                                                                                                                   S
                                                                                                                                                                                                                      S
                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                              4m SET-BACK TO BIO
                                            EARTHWORKS CUT                                                                                                                                                                                                                                 HOFMANN DRIVE                                                                                                                                      FROM SITE BOUNDARY
                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                  RCV ( Front Lift)
                                                                                                                                4.88




                                                                                                                                       5.06




         W                                                                                                                                                                                                                                                            1                                                                                                                                                                                                                                  DEMOLISH EXISITING CONENCTION




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



                                    BRISBANE                                                                                                                                                                                      NOOSA APARTMENT                                                                                              STOCKWELL DEVELOPMENT GROUP PTY LTD
                                                                                                                                                                                                                                                                                                                                                              SITE PLAN                                                  STRUCTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                         CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PRELIM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PRELIMINARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Project No:EARTHWORKS PLAN20225




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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DA100
    01       09.08.21       ISSUED FOR INFORMATION
                                    [email protected]                                                                                                                                                                                                                                                                                                                                                                                                                                                 SK03                                                        01

                                  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