Reference Documents - MCU25/0124

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                                                                                                                                                                                                                                                                                                                                                                                                                                         REFERENCE DOCUMENT
                                                                                                                                                                                                                                                                                                                                            125mm THICK
                                                                                                                                            KING                                                                                                                                                                                                                                                                                              MCU25/0124
                                                                                                                                                                  STRE                                                                                                                                                                      CLASS N32 CONCRETE DRIVEWAY.
                                                                                                                                                                                     ET                                                                                                                                                     SL72 MESH, 50mm TOP COVER                                                                       NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                            IN ACCORDANCE WITH IPWEA STD                                                                   3 DECEMBER 2025
                                                                                                                                                                                                                                                                                                                                            DWGs RSD-100 AND RSD-101

                                                                                                                                                                                                                                                                                                                                                                1.0m MIN                 3.0m              1.0m MIN
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                                                                                             \\\\\     1                                          4.0m
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                                                                                                     N-SITE
                                                                                                                                         \ \\\\

                                                                                                                                                                                                                                                                                                                                                                                   900x450 RCBC




                                                                                             T.B.C. O IN
                                                                                                                                                          \\\\\

                                                                                                                                                                                            2




                                                                                                 2.8m M
                                                                                                                                                                            \ \\\\
                                                                                                                                                                                                                                                                                                                                                                              5.0m [email protected]% MIN




                                                                                                                      1.5m
                                                                                                                                                                                                \\\\\


                                       A                                                                                                                                                                       \ \\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                      200mm DIAMETER LOOSE
  > > >                                                                                                          3                                                                                                                \\\\\
                                                                                                                                                                                                                                                                                                                                                                                                                                      ROCK SPALLS OVER BIDIM
                > > >-
                                                                                                                                                                                                                                                 \\\\\
                                                                                                                                                                                                                                                                 \ \\\\                                                                                                                                                               A14 GEOFABRIC TO EXTEND
                                        >                                                                                            3.0m
                                                                                                                                                                                            GUIDE POST TO BOTH
                                                                                                                                                                                            SIDES OF DRIVEWAY
                                                                                                                                                                                                                                                                                  \\\\\
                                                                                                                                                                                                                                                                                                  \\
                                                                                                                                                                                                                                                                                                                                                                              SECTION               A                                 TO TOE OF BATTER.
                                                                                                                                                                             4
                                                                                                                                                                                                                                                                                                                                                                                SCALE 1:50           -


                                                                                                                                                                     1.0m
                                                                                                                                                                                                                                                                                                                                                                                     5             PRECAST
                                                                                                                                                                                                                                                                                                                                         200mm DIAMETER LOOSE                             1
                                                                                                                                                                                                                           > > >                                                                                                         ROCK SPALLS OVER BIDIM                                    CONCRETE

                                                                                                                                                                                                                                                     > > >                                                                               A14 GEOFABRIC TO EXTEND                                   HEADWALL           SCOUR PROTECTION
                                  125mm THICK
                                  CLASS N32 CONCRETE DRIVEWAY.                                                                                                                                                                                                              > > >                                                        TO TOE OF BATTER.
                                                                                                                                                                                                                                                                                                                                                                                                  D Ø RCP
                                                                                                                                                                                                                                                                                                                                                                                                                       TO ALL HEADWALLS
                                                                                                                                                                                                                                                                                                                                                                                                                      MIN LENGTH = 4 x D m
                                  SL72 MESH, 50mm TOP COVER                                                                                                                                                                200mm DIAMETER LOOSE                                                                                                                                                                       D = CULVERT HEIGHT
                                  IN ACCORDANCE WITH IPWEA STD                                                                                                    900x450 RCBC                                             ROCK SPALLS OVER BIDIM                                                                                                                                                                      OR PIPE DIAMETER
                                  DWGs RSD-100 AND RSD-101                                                                                                        5.0m [email protected]% MIN                                   A14 GEOFABRIC TO EXTEND                                                                                                                                        1
        E/OH                                                                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                           TO TOE OF BATTER.
                W150                                                                                                                                                                                                                                                                                                                                                                 4D
                                       E/OH
                                                                                                                                                          SAWCUT AND REMOVE                                                                                                                                                                            SCOUR PROTECTION DETAIL


                                                                                                                                                                                                                                                                                                 DRAFT
                                              W150
                                                                          E/OH                                                                            REDUNDANT CONCRETE                                                                                                                                                                                                   SCALE 1:50 (A1)
 W10                                                                             W150                                                                     FOOTPATH.
    0
                                                                                                     E/OH
                                                                                                                W150
                        W10
                           0
                                                                                                                                       E/OH
                                                                                                                                            W150                                                                                                                                                                                                               SETOUT CO-ORDINATES
                                                      W10
                                                         0
                                                                                                                                                                                                                                                                                                                                                               COORD No.          EASTING          NORTHING
                                                                                                                                                                        E/OH         W150
                                                                                      W10
                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                      1          481912.480        7087429.247
                                                                                                                                                                                                        E/OH            W150                                                                                                                                          2          481916.426        7087428.462
                                                                                                                     W10
                                                                                                                        0                                                                                                                                                                                                                                             3          481912.524        7087427.709
                                                                                                                                                                                                                                                     W150                                                                                                             4          481915.483        7087427.121
                                                             5                                                                                       W10                                                                                  E/OH
                                                                                                                                                        0                                                                                                                                                                                                             5          481909.612        7087418.377
                                                      1.0m                                                                                                                                                                                                                           W150                                                                             6          481912.476        7087417.483
                                                                                                                                                                                       W10                                                                                E/OH
                                                                                                                                                                                          0
                                                                                     3.0m                              6
                                                                                                                                                                                                                          W10
        LOT 1
                                                                                                                                                                                                                             0

                                                                                                                                                                                                                                                          W10
                                                                                                                                                                                                                                                             0

                                                                                                                                                                                                                                                                                          W10
                                                                                                                                                                                                                                                                                                                                                      LEGEND
                                                                                                                                                                                                                                                                                             0

                                                                                                                                                                                                                                                                                                                                                                               PROPOSED CONCRETE DRIVEWAY
                   E/OH
                                                                                                                                                                                                                                                                                                                                                                               EXISTING BITUMEN ROAD EDGE
                                                                                                                                                  LOT 2
                                                                                                                                                                                                                                                                                                                                                       \\\\\          \\\\\
                                                  E/OH
                                                                                      E/OH
                                                                                                                     E/OH
                                                                                                                                                                                                                                                                                                                                                      > > >                    EXISTING ROADSIDE TABLE DRAIN
                                                                                                                                                                                                                                                                                                                                                                               EXISTING STORMWATER NETWORK
                                                                                                                                                       E/OH                                                                                                                                                                                                    E/OH            EXISTING OVER-HEAD ELECTRICAL RETICULATION
                                                                                                                                                                                                                                                                                                                                                               W100            EXISTING DN100 WATERMAIN
                                                                                                                                                                                                                                                                                                                                                               W150            EXISTING DN150 WATERMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                              0        1.0       2.0        3.0         4.0        5.0m


                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:50 A1, 1:100 A3


                                                                                                              REV          DATE                                       DESCRIPTION                                                BY       CHKD                                                                           PROJECT:                                                         DRAWING TITLE:

                               P 07 5443 4443
                                                                                                                                                                                                                                                                                                                         PROPOSED RESIDENTIAL DRIVEWAY                                    ROADWORKS DETAILS PLAN
                               E [email protected]                                                                                                                                                                                                ................                       ................        at 52 KING STREET, COORAN                                                                                                                     CONSULTING
                                                                                                                                                                                                                                                                 CHECKED                         DIRECTOR APPROVAL
                               W walsheng.net.au
                                                                                                                                                                                                                                                                                                 RPEQ - 4665             for JO-ANNE MAREE
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:    C6595/25/R02                                          REVISION:
                                                                                                                                                                                                                                                                          NOT FOR CONSTRUCTION
                                                                                                              FILENAME : C6595-25-R02.dwg - DATE : 1/9/25 - 3:52pm                                                             A1 Sheet Size             Design: MSG             Drawn: MSG            Date: SEPT 2025                                                                    COUNCIL REFERENCE:                                                   SHEET:         2 of 2