Attachment 3 - Engineering Report · MCU23/0030

                                                                                                                                                                                                                   N




                                                                                                                                                                                                                                          EXISTING SURFACE LEVEL.



                                                                             NOOSA RIVER
                                                                                                                                                                                                                                                                                                              PROPOSED RETAINING WALL.
                                                                                                                                                                                                                                                                        3.410m ACCESS DRIVEWAY
                                                                                                                                                                                                                                                                                                              REFER /E01 FOR WALL HEIGHTS.

                                                                                                                                                                                            PROPOSED INTEGRATED RETAINING/BUILDING                                        3%             3%
                                                                                                                                                                                            WALL TO STRUCTURAL ENGINEERS DETAILS.


                                                                                                                                                                                                                                                                                                  150mm THICK CONCRETE
                                                                                                                                                                                                                                                                                                  CLASS N32
                                                                                                                                                                                                                                                                                                  SL72 MESH
                                                                                                                                                                                                                                                                                                  50 COVER



                                                                                                                                                                                                                                                                       SECTION             A
                                                                                                                                                                                                                                                                         SCALE 1:50           -
                                      GARAGE
                                      STORAGE



                                                    0.40m           2.60m    2.45m          2.45m              2.45m                   0.30m




                                                                                                                                                     PROPOSED ACCESS AISLE AND CAR                                  EXISTING SURFACE LEVEL.                            3.625m ACCESS DRIVEWAY
                                                                                                                                                     PARKING BAYS IN ACCORDANCE                                                                                        1.812m           1.812m
                                                                                                                       6.20m


                                                                                                                                                     WITH AS2890.1. TYPICAL.
                                      FOYER                         BASEMENT GARAGE
                                                                                                                                                                                                                                                                          3%             3%                   PROPOSED RETAINING WALL.
                                                                                                                                                                                                                                                                                                              REFER /E01 FOR WALL HEIGHTS.
                                                                                                                                                     300mm WIDE x 150mm DEEP TRAFFICABLE GRATED
                                                                                                                                                     DRAIN TO BUILDERS SPECS. PROVIDE STORMWATE
                                                                                                         3.19m                                       CONNECTION TO BASEMENT SUMP. REFER
                                                    0.40m           2.83m      2.83m                 0.99m                                           HYDRAULIC ENGINEERS PLANS FOR DETAILS.
                                                                                                                                                                                                                                                                       SECTION             B
                                                                                                                                                                                                                                                                         SCALE 1:50           -
                                                                                A
                                                                                                              RAMP




                                      CINEMA                                        -




                                                                                                                                                                                                                                                    RP BDY
                                                                                                             3.41m
                                                                                                                                                     PROPOSED RAINWATER HARVESTING
                                                                                                                                                                                                                                                                                                                EXISTING SURFACE LEVEL.
                                                                                                                                                     TANK (6kL). REFER /D01 FOR DETAILS.                            EXISTING BACK OF KERB AND
                                                                                                                                                                                                                                                                                                                                                                                 GROUND FLOOR LEVEL 3.000
                                                                                                                                                                                                                    CHANNEL TO BE REMOVED.
                                                                                                                                                                                                                                                                                                                                                                              MINIMUM SOFFIT LEVEL RL 2.700
                                                                      B                                                                                                                     IL 2.155                            1 IN 40    1 IN 20           1 IN 20
                                                                                                                                                                                                                  1 IN 8                                                       1 IN 6
                                                                       -




                                                                                                                                                                                                                                                                                                                                          2.25m
                                      S225                   S225              S225                        S225                              S225
                                                                                                                                                                                                                                                                                                                1 IN 4




                                                                                                                                                                                                                                                                                                                                 BACK
                                                                                                                                                                                                                                                                                                                                                         WHEELB
                                                                                                                                                                                                                                                                                                                                                               ASE
             E/UG              E/UG                   E/UG                   E/UG                      E/UG                               E/UG




                                                                                                                                                                                                                                                                                                                                                                                FRONT
                                                                                                                                                                                                                                                                                                     150mm THICK CONCRETE
                        W150                   W150                   W150              W150                             W150                            W150                                                                                                                                        CLASS N32                                           1 IN 8
                                                                                                            3.63m                                                                                           RL 0.000                                                                                                                                                                                   BASEMENT RL 0.000
                                                                                                                                                                                                                                                                                                     SL72 MESH
                                                                                                                                                                                                                                                                                                     50 COVER
         T               T                      T                      T                T                                  T                                                                                                                                                                                                                                                        PROPOSED
                                                                                                                                                                                                                  1.50m         1.50m       0.84m            1.50m             1.50m                                 6.89m                                        3.00m             GRATED DRAIN.


EXISTING CONCRETE DRIVEWAY AND                      CONSTRUCT CONCRETE FOOTPATH TO                                                   PROPOSED CONCRETE ACCESS DRIVEWAY.
CROSSOVER TO BE REMOVED. REINSTATE                  MATCH EXISTING. REFER DETAIL ON /R02.                                            CONCRETE CROSSOVER TO BE CONSTRUCTED                                                                                                                                SECTION             C
                                                                                                         C
                                                                                                                   -




KERB AND CHANNEL AS REQUIRED.                                                                                                        IN ACCORDANCE WITH IPWEA STANDARD                                                                                                                                                                                                    0   2.0           4.0        6.0            8.0        10.0m
                                                                                                                                                                                                                                                                                                            SCALE 1:50       -
                                                                                                                                     DRAWING RS-049 & RS-050.
                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:100 A1, 1:200 A3


                                                        NOOSA PARADE
                                                                                                                                                                                                                                                                                                                                                                          0   1.0           2.0        3.0            4.0        5.0m
                                                                                                                               ALL DAMAGED FOOTPATH TO BE REINSTATED TO NOOSA SHIRE
                                                                                                                               COUNCIL MINIMUM STANDARDS. WORKS TO BE UNDERTAKEN
                                                                                                                               BY THE CONTRACTOR AT THE DEVELOPERS EXPENSE.                                                                                                                                                                                                             SCALE 1:50 A1, 1:100 A3


                                                                                             REV         DATE                                        DESCRIPTION                   BY      CHKD                                                         PROJECT:                                                                        DRAWING TITLE:

                                             P 07 5443 4443
                                                                                               A        14/02/23      CLIENT NAME REVISED                                          EPW     BWM
                                                                                                                                                                                                                                                         PROPOSED RESIDENCE                                                             ROADWORKS AND BASEMENT
                                             E [email protected]                                                                                                                           ................        ................              at 50 NOOSA PARADE, NOOSA HEADS                                                LAYOUT PLAN                                                               CONSULTING
                                                                                                                                                                                                        CHECKED            DIRECTOR APPROVAL
                                             W walsheng.net.au
                                                                                                                                                                                                                           RPEQ ‐ 4665                   for PETER PULJICH
             CONSULTING                      A 15/72 Wises Road, Maroochydore Q 4558
                                               PO Box 5512, Maroochydore BC Q 4558
                                               A.B.N. 39 611 482 716                                                                                                                                       FOR APPROVAL                                  C                                                                              DRAWING No:   C6398/23/R01                                           REVISION:       A
                                                                                                                                                                                                            NOT FOR CONSTRUCTION
                                                                                             FILENAME : C6398-23-R01.dwg - DATE : 14/2/23 - 9:05am                                A1 Sheet Size   Design: BWM      Drawn: BWM     Date: FEB 2023                                                                                        COUNCIL REFERENCE:                                                   SHEET:         1 of 2