20220156 Kauri St OPW

                                                                                                                                      1.95m
                                                                                                                  0.60m                 1.80m
                                                                                                          1.00m                              1.70m                                       0.90m                                           0.30m
                                                                                                                                                                                                  0.70m




                                                                                                                                                                                                                                                                                                                                                          BOUNDARY
                                                                                                                                                                                                                                                                                                                                                          PROPERTY
                                                                                                                                                                                                                                                                                                                                                                /
                                                                                                                                                                                                                  24.45m
                                                                                                            23.66m
                          56
                          B




                                                                                                                                                                                                                  20.00m




                                                                                                                                                                                                                                                                                                                                                             /
                                                                                                            20.00m


                                                                                                                                                                                                                                                                                        0.84m
                                                                                                                                                                                                                                                                                                                                                                           NATURAL F.S.L




                                                                                                            10.00m                                                                                                10.00m




                                                                                                                                                                                                                                0.97m


                                                                                                                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                       1.60m
                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                            0.00m                                                                                                 0.00m
                                                                                                                                                                                                                                                                                                                                                                                                                                      LOT F.S.L




                                                                                                                                                                                                                                        77.75m
                                                                                                                                                                                                                  70.00m
                                                                                                                                                                                60.00m
                                                                                                                                                50.00m
                                                                                                                      40.00m
                                                                                           30.00m
                                                            20.00m
                                   10.00m
0.00m




                                                                                                                                     0.30m                                    0.82m                       0.50m
                                                                                                                                                0.45m                                       0.68m
                                                                                                                                                                                                                                    0.50m

                                            0.88m   1.12m




                                                                                                                                                                                                                                                                                                                                                                            TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL
    PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                              RETAINING WALL NOTES
                                                                                                                                                                                                                                                                                                                                                                                              1.    FINAL DESIGN AND DETAILING OF WALL TO STRUCTURAL ENGINEERS SPECIFICATION.
                                                                                                                                                                                                                                                                                                                                                                                              2.    DESIGN TO BE BASED ON GEOTECHNICAL ASSESSMENT OF INSITU SOILS BY A SUITABLY
                                                                     UNIT 3                                                                                                                                                                                                                                                                                                                         QUALIFIED ENGINEER.
      /




                                                                                                                                                         TOW 114.8m
                                                                                                                                                                                                                                                                                                                              BATTER TO BOUNDARY                                              3.    FOOTINGS ARE TO BE DESIGNED TO NOT SURCHARGE ANY SERVICES UNDER OR
                                                                                                                                       TOW 115.4m                                                                                                                                                                                                                                                   ADJACENT TO RETAINING WALL.

                                                                                                                                       DRIVEWAY                                          UNIT 4                            UNIT 5                            UNIT 6                             UNIT 7                        DRIVEWAY                                                    UNIT 4.
                                                                                                                                                                                                                                                                                                                                                                                               10   WALL ALIGNMENT OT BE PEGGED FOR INSPECTION BY SUPERINTENDANT PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                    CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                              5.    WALLS TO BE VERTICALLY FACED TO A MAXIMUM HEIGHT OF 3m. FINISH AND COLOUR OF




                                                                                                                                                                                                                                                                           RL112.596
                                                                                                                                                                                                                                                                              112.8
                                                                                                                                                                                                                                                                                                                                                                                                    WALL TO BE APPROVED BY SUPERINTENDANT.




                                                                                                                                                                                                                                                                                                         VIP RL 112.326




                                                                                                                                                                                                                                                                                                                                                          VIP RL 112.311
                                                                                                                                                                                                                                                                                                                                         VIP RL 112.283
                                                                                                                                                                                                                                                                                                                                                                                              3.    PRIVATE WALLS INCLUDING FOOTING TO BE WHOLLY CONTAINED WITHIN PRIVATE




                                                                                                                                                                                                                                                                       VIPRL
                                                                                                                                                                                                                                                                                                                                                                                                    PROPERTY OF THE SUBJECT SITE




                                                                                                                                                                                                                                                                      VIP
                                                                                                                                                                                                                                                                                                                                                                                              4.    DISCHARGE SUBSOIL DRAINAGE BEHIND WALLS TO NEAREST STORMWATER STRUCTURE.
                                                                                                                                                                                                                                                                                                                                                                                                    DRAINAGE MUST BE FREE DRAINING UNDER GRAVITY. PIPES CONNECTING SUBSOIL
                                                            SUPPORT SPACING TO STRUCTURAL                                                                                                                                                                                                                                                                                                           DRAINAGE TO DRAINAGE PITS OR OUTLETS ARE TO BE SOILID uPVC (NO SLOTS) AND MUST
                                                            ENGINEERS SPECIFICATION. INSTALL                                                                                                                                                                                           VISITOR PARK
                                                                                                                                                                                                                                                                                                                                                                                                    BE FREE DRAINING.
                                                            INTERMEDIATE POSTS TO TAPER WALL                                                                          FL 112.8m                                                                                                                                                                                             VISITOR PARK
                                                            TO SURFACE AS REQUIRED                                                                                                                                                                                                                                                                                                            5.    BACKFILL GRAVEL/FILTER MEDIA IS REQUIRED IN SITES WITH FINE SANDS, SILTS AND
                                                                                                                                                                          SEWER MAIN CROSSING TO BE BRIDGED. FOOTINGS TO BE
                                                                                                                                                                                                                                                                                                                                                                                                    CLAYS.
                                                                                                                                                                          DESIGNED TO NOT SURCHARGE ANY SERVICES UNDER OR                                                                                                                                                                     6.    TEMPORARY RETENTION DURING CONSTRUCTION TO GEOTECH AND STRUCTURAL
                                                                                                                                                                          ADJACENT TO RETAINING WALL.
                                                                                                                                                                                                                                                                                                                                                                                                    ENGINEERS SPECIFICATION
                                                                                                                                             A. SIDE (NORTHERN) BOUNDARY RETAINING WALL VIEW




                                                                                                                                                            CLIENT DETAILS:                                                                      PROJECT ADDRESS:                                                         APPROVED BY:                                       PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                                             PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                      SUNSHINE GROVE PTY LTD                                                                                                                                                                                 TITLE:                                                  STATUS:

                                                                                                                                                                                                                                                               9 KAURI STREET                                                                                                RETAINING WALL DETAILS                                 MATERIAL CHANGE OF USE
                         © ABN 89 647 469 707                         C
                                                                      B
                                                                              19/12/22
                                                                              28/10/22
                                                                                         POD A UPDATE
                                                                                         RFI ISSUE
                                                                                                                               BRP
                                                                                                                               BRP
                                                                                                                                                     BRP
                                                                                                                                                     BRP
                                                                                                                                                                                                                                                              COOROY, QLD, 4563                                                     BEN PARRY                                                                                       AND
                                                                                                                                                                                                                                                                                                                                    RPEQ: 28084
                            37 MARY ST
                        NOOSAVILLE, QLD 4566
                                                                                         NOT USED                                                           SCALE:
                                                                                                                                                                                                                                                                                                                                    CPEng NER
                                                                                                                                                                                                                                                                                                                                                                                                                                    OPERATIONAL WORKS
                           +61 7 5211 1003                           REV      DATE                   DESCRIPTION               DWN    CHK          APP
                                                                                                                                                                                         AS INDICATED                                                                                                                              DATE: 19/12/22
                                                                                                                                                                                                                                                                                                                                                                             DRAWING NUMBER:                                         PROJECT NUMBER:                       SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SIZE:
                        RECORCONSULTING.COM                                                              REVISIONS
                                                                                                                                                                                     DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                             C56                                                     20220156                               A1 C