RFI - 20210153 Maple St Civil Plans

                                                                                        CARPARK                                                                                                                               6.20m

                                                                                                                                                                     3.10m                                                                                                              3.10m




                                                                                                                                                                                                                                 CL


                                                                                           5.0% MAX
                                                                                                                                                              3.0%                                                                                                                              3.0%




                                                                                                                                                                                                                                    0.6m
                                                                                                                                                                                                                                    MIN
                                                                                                                                                                                                                                                                STORMWATER INLET PIT                                               PAVEMENT DETAIL
                                                                                                                                                                                                                                                                & DRAINAGE SYSTEM                                                  - N32 CONCRETE 150mm THICK
                                                                                                                                                                                                                                                                                                                                   SL92 MESH 50 mm TOP COVER
                                                                                                                                                                                                                                                                                                                                   - 150 THICK COMPACTED
                                                                                                                                                                                                                                                                                                                                   SUB-BASE GRAVEL (CBR 15)
                                                                                                                                                                                          TYPICAL CROSS SECTION
                                                                                                                                                                              (CH 0.000 - CH 50.000 AND CH 61.000 - CH 82.590)
                                                                                                                                                                                                                           SCALE 1:25




                                                                                                                                                                                                                               4.50m

                                                                                                                                                                                     2.25m                                                                               2.25m




                                                                                                      UNIT 3
                                                                                                                                                                                                                                 CL


                                                                                                                                      1 IN
                                                                                                                                             3

                                                                                           PROPOSED RETAINING WALL                                                                                                                                                                                                      1 IN
                                                                                                                                                                                                                                                                                                                               3
                                                                                           H = 0.3m MAX                                                                                                                                                                                                                                      UNIT 4




                                                                                                                                                                                                                                      0.6m
                                                                                                                                                                                                                                      MIN
                                                                                                                                                                                                                                                                STORMWATER INLET PIT                            PAVEMENT DETAIL
                                                                                                                                                                                                                                                                & DRAINAGE SYSTEM                               - N32 CONCRETE 150mm THICK
                                                                                                                                                                                                                                                                                                                SL92 MESH 50 mm TOP COVER
                                                                                                                                                                                                                                                                                                                - 150 THICK COMPACTED
                                                                                                                                                                                                                                                                                                                SUB-BASE GRAVEL (CBR 15)
                                                                                                                                                                                                       TYPICAL CROSS SECTION
                                                                                                                                                                                                        (CH 50.000 - CH 61.000)
                                                                                                                                                                                                                           SCALE 1:25




                                                                                                                                                                                                                                                                                                                                                                                        0.5       0        0.5        1.0
                                                                                                                                                                                                                                                                                                                                                                                SCALE                                       (metres)
                                                                                                                                                                                                                                                                                                                                                                                              1 : 25 (FULL SIZE)


                                                                  North Point   Approved                                                                                                                                                                                                              Project Address                                           Title
                                                                                BEN PARRY
                                                                                RPEQ 28084                                                                                                                                                                                                            45 MAPLE ST, COOROY, QLD 4563                             DRIVEWAY LONGITUDINAL
                                                                                                                                                                                                                                                                                                                                                                SECTION
                                                                                For and on behalf of RECOR Pty Ltd.
                                                                                Scale                                                                                                  ENGINEERING + PROJECT MANAGEMENT                                                                               Client Details                                            PROJECT NAME:                            Project Number                Sheet Size
                                                                                                                                                                                       SUNSHINE COAST | BRISBANE | SYDNEY
                                                                                                                                                                                      www.recorconsulting.com | ABN 89 647 469 707                                                                    MARK MELVILLE                                             COOROY NDIS RESIDENTIAL 20210153                                         A1
 A    28/03/22   MCU ISSUE                           JAC   BRP
                                                                                                           AS SHOWN                                COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                                             DEVELOPMENT             Drawing Number                                  Revision

                                                                                                                                                                                                                                                                                                                                                                                        041                                               A
                                                                                                                                                 drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev   Date                   Revision Description   Drawn Check                                       DO NOT SCALE, IF IN DOUBT ASK                                                                            the revision description.