Attachment 3 - Engineering Report · MCU23/0030

                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                      CONCRETE DRIVEWAY DETAILS
                                                                                                                                                                                                                                      150mm CONCRETE SLAB (Fc=32MPa)
                                                                                                                                                                                                                                      (SL72 MESH WITH 50 TOP COVER) on 150mm
                                                                                                                                                                                                                                      CBR15 (TYPE 2.3) GRAVEL.
                                                                                                                                                                                                                                      COMPACTED SUBGRADE (100% STANDARD
                                                                                                                                                                                                                                      COMPACTION)




                                                                   NOOSA RIVER                                                                                                                                                        CONCRETE FOOTPATH DETAILS
                                                                                                                                                                                                                                      100mm CONCRETE SLAB (Fc=32MPa), SL72
                                                                                                                                                                                                                                      MESH WITH 50 TOP & SIDE COVER
                                                                                                                                                                                                                                      COMPACTED SUBGRADE (100% STANDARD
                                                                                                                                                                                                                                      COMPACTION)
                                                                                                                                                                                                                                      BOLSTER JOINTS AT 2m cts, DOWEL JOINTS
                                                                                                                                                                                                                                      AT 8m cts (MAX)




                                                                                                                                                                                                                                       KERB SETOUT
                                                                                                                                                                                                                                                                        1.50m U.N.O.

                            GARAGE                                                                                                                                                                                                                                             2.5%
                            STORAGE
                                                                                                                                                                                                                                                                             100tk CONCRETE SLAB, SL72 MESH, 50
                                                                                                                                                                                                                                                                             COVER. ALL SLABS CAST WITH 32MPa
                                                                                                                                                                                                                                                                             CONCRETE. BOLSTER [email protected]
                                                                                                                                                                                                                                                                             cts, DOWLED [email protected] cts

                                                                                                                                                                                                                                       TYPICAL CROSS SECTION
                                                                                                                                                                                                                                                                    N.T.S.



                                                                                                                                                                                                                                                                             TOOL FINISH CONCRETE
                            FOYER                                                                                                                                                                                                   CUT EVERY SECOND                         BREAK SLAB FULL DEPTH
                                                          BASEMENT GARAGE
                                                                                                                                                                                                                                    WIRE OF MESH                             WHILE STILL "GREEN"
                                                                                 5                DJ
                                                                                                                          4
                                                                                                                                                       CONCRETE DRIVEWAY SETOUT DETAILS




                                                                                                                                                                                                                                150
                                                                                6                                         3                         COORD No.   EASTING           NORTHING            LEVEL

                                                                                                                                                       1        4832.824          4881.398              2.150                                                                                            150mm CBR15
                                                                                                                                                       2        4831.592          4882.386              2.400
                                                                                                 BJ                                                                                                                                                                                200 UM VISQUEEN
                                                                                                                                                       3        4824.161          4893.929              0.220
                                                                                                                                                       4        4823.353          4895.184              0.000
                            CINEMA                                                                                                                     5        4820.492          4893.328              0.000
                                                                                                                                                       6
                                                                                                                                                       7
                                                                                                                                                                4821.293
                                                                                                                                                                4824.704
                                                                                                                                                                                  4892.084
                                                                                                                                                                                  4886.786
                                                                                                                                                                                                        0.210
                                                                                                                                                                                                        1.625
                                                                                                                                                                                                                                                       BOLSTER JOINT (BJ)
                                                                                                 BJ                                                    8        4824.523          4886.670              1.610                                                         N.T.S.
                                                                                                                                                       9        4828.551          4880.413              2.400
                                                                                           7                                                           10       4828.944          4878.881              2.160
                                                                                8                                                                                                                                                                    DOWEL SOCKETS TO
                                                                                                                                                                                                                                                     MANUFACTURERS SPEC.        R16 GALVANISED DOWELS
                                                                                                 DJ                                                                                                                                                  OR EQUAL                   (600 LONG) AT 450 CTS

                                                                                                                                                                                                                                                        SL72 MESH
                            S225                   S225              S225                      S225                               S225                                                                                                                                             10mm ABELFEX OR EQUIV.
                                                                                                                                                                                                                                                        50 COVER
                                                                                                 BJ




                                                                                                                                                                                                                          150
    E/UG             E/UG                   E/UG                   E/UG                  E/UG                                 E/UG

              W150                   W150                   W150            W150                            W150                             W150
                                                                                                                                                                                                                                                                                                         150mm CBR15
                                                                                9                DJ                   2
                                                                                                                                                                                                                                                                300               300
T              T                     T                       T              T                               T                                                                                                                                                                                 200 UM VISQUEEN

                                                                                                                              1
                                                                                                                                                                                                                                                         DOWEL JOINT (DJ)
                                                                            10
                                                                                                                                                                                                                                                                      N.T.S


                                                                                                                                                                                                                                CONCRETE ACCESS DRIVEWAYS

                                                                                                                                                                                                                                                                                                                                                0   2.0       4.0         6.0            8.0        10.0m
                                              NOOSA PARADE
                                                                                                                                                                                                                                                                                                                                                          SCALE 1:100 A1, 1:200 A3


                                                                                     REV          DATE                                       DESCRIPTION                   BY    CHKD                                                       PROJECT:                                                                   DRAWING TITLE:

                                     P 07 5443 4443
                                                                                       A         14/02/23       CLIENT NAME REVISED                                        EPW   BWM
                                                                                                                                                                                                                                              PROPOSED RESIDENCE                                                       DRIVEWAY SETOUT, JOINTING
                                     E [email protected]                                                                                                                         ................       ................              at 50 NOOSA PARADE, NOOSA HEADS                                          AND DETAILS 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/R02                               REVISION:       A
                                                                                                                                                                                                  NOT FOR CONSTRUCTION
                                                                                     FILENAME : C6398-23-R02.dwg - DATE : 14/2/23 - 9:05am                             A1 Sheet Size    Design: BWM     Drawn: BWM   Date: FEB 2023                                                                                    COUNCIL REFERENCE:                                       SHEET:         2 of 2