Skip to the record
NoosaWatch™: The source of truth.

Council archive · source document

RFI - Engineering Plans · MCU26/0001

of 20

Check the original when the exact wording matters.

Plans and drawings: the text below has words only, no drawings.

Log in to see the plans as drawn

Original PDF page 6, section 2. The text section number identifies this passage in the reader.

>
                                                                                                                                                           RSD-100 AND 101                                                                                                        SW                                                            PROPOSED 8m³                                                                                                                                                                                                                                                                                                                                                                                                                                               3                                PROPOSED STORMWATER LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                                                                                                DETENTION TANK
                                                                                                                                                                                                                                           W




                                                                                                                                                       (CURRENT VERSION)
                                                                                                                                                                                                                          T




                                                                                                                                                                                                                                                       30




                                                                                                                                                                                                         1.5m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                              29




                                                                                                                                                                                                                                                                                                                                                SL29.83




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           37
                                                                                                                                                                                                                                                                                                                                                                                 CAR TURNTABLE                                                                                                                                                                                                                                                                                                                36.35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                                                                          SW

                                                                                                                                                                                                                                                                                                                                31.50
                                                                                                                                                                                                                                                                                                 31.00



                                                                                                                                                                                                                                                                                                                  31.25
                                                                                                                                                                                                                                                                          30.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  36.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         34.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 36.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      35.25


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       35.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 36.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          34.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           35.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    35.75


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 36.00
                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                          T




                                                                                                                                                                                                                                                                                                                                            1                               DESIGNED BY OTHERS

                                                                                                                                                                                                                                                                                                                                                                                                                               33.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                  29.50



                                                                                                                                                                                                                                                        30.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    34.
                                                                                                                                                                                                                                                                                                                                            3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        25
                                                                                                                                                    REINSTATE KERB AND                       2.85m
                                                                                                                                                                                                                          T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                /       /      /      /         /        /          /    /           /       /        /      /                                                                                                                                    /
                                                                                                                                                                                                                                                                                                                                                                                                                                            /          /                                                                                                             /                                                                                                             /
                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                             33                                                                                                               /                                                                                          /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  /        /   /         /   /                       /       /
                                                                                                                                           CHANNEL (TYPE B1 KERB) AND                                                                                                                                                                                                                                                                                          .50                                                                                                                                                                       /
                                                                                                                                                                                                                                                                                                                 S




                                                                                                                                            TIE IN NEATLY WITH EXISTING
                                                                                                                                                                                                                                                                                            ACO K300 KLASSIKDRAIN OR
                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                          T




                                                                                                                                                                                                                                                                                            SIMILAR TO CONNECT TO PIT

                                                                                                                                                                                                                                                   FOOTPATH TO FLARE AT PROPERTY BOUNDARY
                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                          T




                                                                                                                                                                                                                                                   TO PROVIDE TEMPORARY CONNECTION TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.125m 1% AEP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FLOW DEPTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.10m 10%AEP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FLOW DEPTH
                                                                                                                                                                                                                                                   EXISTING FOOTPATH. FLARE TO BE REMOVED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BDY
                                                                                                                                                                                                                          T




                                                                                                                                                                                                                                                                                                                 S




                                                                                                                                                                                                                                                   WITH FUTURE DEVELOPMENT.
                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RL36.800                                         2.00m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BDY
                                                                                                                                                                                                                          T


                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REFER TO STRUCTURAL
                                                                                                                                                                                                                          T



                                                                                                                                                                                                                                  30.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ENGINEER'S DETAILS FOR
                                                                                                                                                                                                                                   30.25
                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                      30.00
                                                                                                                                                                                   29.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RETAINING WALLS
                                                                                                                                                                                                          29.75
                                                                                                                                                                                                 29.50



                                                                                                                                                                                                                         T


                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAINAGE SWALE DETAIL
 p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c200 roadworks & drainage layout plan.dwg




                                                                                                                                                                                                                      T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 35.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:50 (A1)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           36.5
                                                                                                                                                                                                                                                                                                                                                    31.5
                                                                                                                                                                                                                                           W30




                                                                                                                                                                                                                                                                                                 31
                                                                                                                                                                                                                                                                    30.5
                                                                                                                                                                                                                  T




                                                                                                                                                                                                                                                                                                                                                                                    32
                                                                                                                                                                                                                  29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             36




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             34.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      35
                                                                                                                                                                                                                                                                                                                                                                                                                                       33




                                                                                                                                                                                                                                                                                                                                                                                                                                                            33.5
                                                                                                                                                                                                                                                                                                                                                                                                       32.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1:50       1        0.5          0               1          2             A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      34
                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1:100                                                                         A3
                                                                                                                                                                                                                      T




                                                                                                                                                                                                                                                                                                           BASEMENT LEVEL SHOWN                                                                                                                                                                                                                                                                                                              LEVEL 1 SHOWN
                                                                                                                                                                                                                      T


                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CAUTION - EXISTING SERVICES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 THE CONTRACTOR IS TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LOCATION OF ALL EXISTING SERVICES IN THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 VICINITY OF THE PROPOSED WORKS PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 START OF ANY CONSTRUCTION. THE COST OF ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RECTIFICATION WORKS DUE TO DAMAGE OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING SERVICES SHALL BE BORNE BY THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONTRACTOR.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROJECT:                                                                                                                                         JOB NUMBER
                                                                                                    REV DATE DESCRIPTION                                                               BY        CHKD                                                  DETAILS                                                                                                     SCALE                                                                                     APPROVED                                                                                                                                                                                                                                                                         PROPOSED MULTIPLE DWELLING DEVELOPMENT
                                                                                                     A   15.05.26   FOR APPROVAL                                                       GS                CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ABN 29 679 702 599
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              AT 17 BOTTLEBRUSH AVE, NOOSA HEADS                                                                                                                    2613
                                                                                                                                                                                                                          DATUM                                                             AHD

                                                                                                                                                                                                                          DESIGN                                                                 CS                                     1:100       1          0        1       2        3        4           5    A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                           .................                                                                                                                                                                                                        07 5443 8285                                              FOR MADE ONE PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PO Box 899
                                                                                                                                                                                                                                                                                                                                        1:200                                                                                                              Director: TIM BURKE                                                                                                                                                                                                      Maroochydore 4558                                         DRAWING TITLE:                                                                                                                                   DRAWING NUMBER   REV
                                                                                                                                                                                                                          DRAWN                                                              GS                                                                                                                    A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (RPEQ 25245)                                                                                                                                                                                                    [email protected]                               ROADWORKS & DRAINAGE LAYOUT PLAN
                                                                                                                                                                                                                          DESIGN CHECK                                                           TB
                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAWING STATUS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    barlowshelley.com.au                                                                                                                                                                                         C200           A
                                                                                                                                                                                                                          DATE                                                     MAY 2026                               This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                                                                                                                                                                            FOR APPROVAL

Used in these records

About this file

File size
5.0 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

RFI - Engineering Plans.pdf · 5.0 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.