Further Advice Response 21-8-26 Attachment 1 - Updated Engineering Plans

                                                           5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                     2.0




                                                                                                                                                                                                                                               3.0
      E




                                                                                                                                                                                                                                                                                                                                           2.0
                                                                                                                                                                                                                                                                        12/209011
                                                                                                                                                                                                                                                                                                                         0
          T                                                                                                                                                                                                                                                                                                                 2.


                     T   E                                                                                                                                                                                                                                                                          STAGE 3 PARKING.
                                                                                                                                                                                                                                                                                        REFER TO DETAIL ON DWG C310.
                                                   6.0
                                                                                                                                                                                                                                              STAGE 2 PARKING.




                                                                                                                                                                                                                                                                                                                                                                                                   3.0
                                                                                                                                                                                                                                  REFER TO DETAIL ON DWG C310.
                                T
                                      E
                                                                                                                                                                                                                                                                                                                                                                                                         1/1928
                                           T
                                                                                                                                                                                               STAGE 1 PARKING.
                                                  E
                                                   T                                                                                                                               REFER TO DETAIL ON DWG C310.

                                                                                                                                      PROPOSED 3.0m WIDE SEALED                                                                                                                                                                                                                                                                     3.0
                                                                  E PP                                                                                                                                                                                                                                                                                                                2.0
                                                                                                                                 DRIVEWAY TO EXISTING RESIDENCES.
                                                            T




                                                                                                                                                                                                                                                                                                                3.0m
                                                                                                                                                                                                                                  3.0
                                                                                            PROPOSED 3.0m WIDE, 6.0m LONG PASSING
                                                                                                                                                                                                                                                                                                                                                                                                                                                              LEGEND - PROPOSED
                                                           T




                                                                                                                                                                                                                                                                3.0
                                                                                                    BAY. REFER TO SECTION BELOW.                                                                                                                                                                                                                                 2.0                                              2.0




                                                                                                                                                                                                                                                       3.0m
                                                                  E




                                                                                                                                                             E                      4.0
                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SEALED DRIVEWAY
                                                            T




                                                                                                                          E




                                                                                                                                      R5
                                                                                                          E




                                                                                                                                        1.5




                                                                                                                                                                                           3.0m
                                                                        PP                  E                                                                                                                                                                                                                                                                                                                                                                                CONCRETE




                                                                                                                                           m
                                                                    E



                                                                                      6.0
                                                              T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             UNSEALED PAVEMENT




                                                                                                                                                         R4
                                                                                                                                                                                                                                                                                                                                                                                                                                                              LEGEND - EXISTING



                                                                                                                                                           8.5
                                                                                                                                                       5.0
                                                                T
                                                                      E




                                                                                                                                                              m
                                                                                                                                      3.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONTOUR MAJOR
                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.0
                                                                                                                                        m
                                                                T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             (1.0m INTERVAL)
                                                                                                R11




                                                                                                                                   0/1928
                                                                                                    .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONTOUR MINOR
                                                                        E




                                                                                                  5m




                                                                                                                                                                                                                                                                                         2/1928                                                                                                                                                                              (0.2m INTERVAL)
                                                                  T




                                                                                                                                                                                                                                                                                                                                                                                                                                                              E          E   ELECTRICAL




                                                                                                                                                                                                                                                                                                                                                           3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TELECOMMUNICATIONS
                                                                                                           R1




                                                                                                                                                                                                                                                                                                                                                                                                                                                              T          T
                                                                          E
                                                                   T




                                                                                                                                                                                                                                                                  4.0
                                                                                                              5.5
                                                                                                               m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EDGE OF BITUMEN
      3/23771
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EDGE OF GRAVEL TRACK
                                                                  7.0 T
                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TREE
                FOR DRIVEWAY CROSSOVER                                                                                                                                                                                                                                                                                                                                                                                                                              PP




                                                                                                                                                                                                                                                                                                                                                                                                                                       2.0
                                                                      T




              DETAILS REFER TO DWG C320.                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING POWER POLE
                                                            LAKE COORO




                                                                                                                                           6.0
                                                                              E
                                                                       T




                                                                                                                                 10/5117
                                                                         T
                                                                                  E




                                                                                                                                                                                                                  5.0
                                                                             7.0




                                                                                                                                                                                                                                                                                                                                            3.0
                                                                      IBAH ROAD
                                                                          T
                                                                                  E
                                                                            T




                                                                                                                                                                                                                                                                                                                                                  4.0
                                                                                                                                                                                                                                                                 5.0
                                                                                                                                                                                                                                                                                                                                                                                                                             3.0
                                                                                                                                                                                                                                                                                           8/187554
                                                                                  E
                                                                             T




                                                                                                                                                                                   6.0




                                                                                                                                                                                                                                                                                                                            4.0
                                                                                                                                                                                                                          ROADWORKS LAYOUT PLAN
                                                                                                                                                                                                                                              SCALE 1:500



                                                                                                                                                                                      14/7 C170 DOUBLE/DOUBLE SEAL WITH
                                                                                                                                                                                      BITUMEN EMULSION PRIME COAT
                                                                                                                                                                                                                                                                                                                                                                                             14/7 C170 DOUBLE/DOUBLE SEAL WITH
                                                                                                                                                         5.0m FORMATION
                                                                                                                                                                                                                                                                                                                                                                                             BITUMEN EMULSION PRIME COAT
                                                                                                                                                         3.0m DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                   3.0m PASSING BAY                  3.0m DRIVEWAY



                                               NATURAL SURFACE                                                                                               4%             4%
                                                                                                 1 IN 4                                                                                              1 IN 4                                                                                                                                                                                          4%                 4%
                                                                                                          MAX.            MAX.                                                                                MAX. IN 4 MAX
                                                                                                                                                                                                                           .                                                                                                                                              4%                                                                  1 IN 4
                                                                                                                 1 IN 4                                                                                           1                                                                                                                                                                                                                                    MAX.
                                                                                                                                                                                                                                                                                                  NATURAL SURFACE                                 1 IN 6

                                        TABLE DRAIN IS TO BE TOPSOILED                                                                                                                                                         TABLE DRAIN IS TO BE TOPSOILED
                                     (75mm MIN.) AND TURFED OR OTHER                                                                                                           COMPACTED SUBGRADE                              (75mm MIN.) AND TURFED OR OTHER                                                                                                                                                                     COMPACTED SUBGRADE
                                    SUITABLE VEGETATED STABILISATION.                                                                                                                                                          SUITABLE VEGETATED STABILISATION.
                                                                                                                                                                 200mm THICK TYPE 2.1 ROADBASE. SUBJECT                                                                                                                                                                                         200mm THICK TYPE 2.1 ROADBASE. SUBJECT
                                                                                                                                                                 TO SITE CLASSIFICATION BY GEOTECHNICAL                                                                                                                                                                                         TO SITE CLASSIFICATION BY GEOTECHNICAL
                                                                                                                                                                 INVESTIGATION AND PROOF-ROLL.                                                                                                                                                                                                  INVESTIGATION AND PROOF-ROLL.

                                                                                                                                 TYPICAL DRIVEWAY CROSS SECTION                                                                                                                                                                                                  TYPICAL PASSING BAY CROSS SECTION
                                                                                                                                                                   SCALE 1:50                                                                                                                                                                                                               SCALE 1:50




    PRELIMINARY - NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                                                                            BRIAN WILLIAMS
                                                                                                                                                                                                                                    DESIGNED                                    SCALE                                                                                                                                                                                               JOB CODE

                                                                                                                                                                                          SUNSHINE COAST OFFICE                     MAC VAN NAM
                                                                                                                                                                                                                                                                                    0        10            20          30m
                                                                                                                                                                                                                                                                                                                                  CLIENT


                                                                                                                                                                                          LEVEL 1, SHOP 1
                                                                                                                                                                                                                                    CHECKED
                                                                                                                                                                                                                                    MARK DAVIS                                                                                    PROJECT
                                                                                                                                                                                                                                                                                                                                                  NOOSA LAKELANDS ECO RESORT                                                                                                            P004250
                                                                                                                                                                                                                                                                                           SCALE 1:500 (A1)
                                                                                                                                                                                          51-55 BULCOCK STREET                      PROJECT MANAGER
                                                                                                                                                                                                                                    CAMERON BROMFIELD                               0        1              2          3m
                                                                                                                                                                                          CALOUNDRA, QLD 4551
                                                                                                                                                                                                                                    ENGINEERING CERTIFICATION
                                                                                                                                                                                                                                                                                                                                  LOCATION
                                                                                                                                                                                                                                                                                                                                                  LOT 2 - 396 LAKE COOROIBAH ROAD                                                                                                   SHEET NUMBER    REV
                                                                                                                                                                                          PH: (07) 3253 2222                                                                               SCALE 1:50 (A1)
4/12/2025
  DATE
               A
               REV
                             ISSUED IN RESPONSE TO RFI DATED 17/10/2025
                             DESCRIPTION
                                                                                                                                       FINN
                                                                                                                                       REC
                                                                                                                                                 CB
                                                                                                                                                 APP                 PART OF THE          WEB: www.premise.com.au                                                                                                                 SHEET TITLE
                                                                                                                                                                                                                                                                                                                                                  ROADWORKS LAYOUT PLAN                                                                                                                 C300         A
                                                                         REVISIONS                                                                                    mey GROUP                                                     CAMERON BROMFIELD RPEQ No:34164                        ORIGINAL SHEET SIZE A1