RFI - S25-054 Revised Concept Issue 18.06.2025 updated

                                                                                                                                                                                                                                                                                                                           BLOCK WALL
                                                                                                                                                                                                                                                                                                                           REFER PLAN


                                                                                                                                                                                                                                                                                                     INTERNAL                                                 EXTERNAL


                                                        EXTEND SLAB
                                                        OVER PILE CAP                                                                                                                                                                                                                                                                                     DJ1 - REFER PLAN




                                                                                                                                                                                                                                                                                           REFER
                                                                                                                                                                                                                                                                                                     SLAB FABRIC                                          1/N12 TRIMMER




                                                                                                                                                                                                                                                                                            PLAN
                                                                                                                                                                                                                                                                                                                                                          TYPICAL ALL
                                                        PILE CAP                                                                                                                                                                                                                                                                                          SLAB EDGES




                                                                                                                                                                                                                                                                                       MIN.
                                                                                                                                                                            RETAINING PILES




                                                                                                                                                                                                                                                                                       250
                                                                                                                                                                            BY PILING CONTRATOR
                                                                                                                                                                                                                                                                                                                                                          XXX
              m NON LOAD BEARING
                BLOCKWORK WALL                          RETENTION PILE WITH 150
                                                                                                                                                                                                                                                                                                                                                          3/N16 TOP CONTINUOUS OR CRANK
                                                                                                                                                                                                                                                                                                                                                          AND LAP AT MIDSPAN OF PILES
                                                                                                                                                                                                                                                                                                                                                          (REFER TYPICAL FB# ELEVATION)




                                                                                                                                                                                                                                                                                                                     400
                                                        SHOTCRETE WALL
                                                                                                                                                                                                                                                                                                                                                          N12-200 LIGS


                                                                                                                                                                                                                                                                                                                                                          XXX BTM CONTINUOUS OR CRANK
                                                                                                                                                                                                                                                                                                                                                          3/N16
                                                                                                                                                                                                                                                                                                      N12-600 SLAB TIES
                                                                                                                                                                                                                                                                                                      300 COGS (TYP.)                                     AND LAP OVER PILES
                                                                                                                                                                            VERTICAL STRIP DRAIN                                                                                                                                                          (REFER TYPICAL FB# ELEVATION)
                                                                                                                                                                                                                                                                                                                                          450
                                                                                                                                                                            TO DISCHARGE INTO SPOON
                                                                                                                                                                            DRAIN AT BASE OF WALL
                                                                                                                                                                            REFER HYDRAULIC CONSULTANT                                                                                                    CL OF PILE AND
                                                                                                                                                                                                                                                                                                                                                          SCREW PILE
                                                                                                                                                                            FOR DETAILS                                                                                                                   CL WALL OVER
                                                                                                                                                                                                                                                                                                                                                          REFER PLAN
                                                                                                                                                                                                                                                                                                                                                CL




                                                                                                                                                                                                                                                                                                                                  FB1 DETAIL
                                                                                                                                                                                                                                                                                                                                  SCALE 1 : 20
                                                                                                                                                                                                                                                                                                                                BLOCK WALL
                                                                                                                                                                                                                                                                                                                                REFER PLAN




                                                                                                                                                                                                                                                                                                              INTERNAL                                             EXTERNAL




                                                                                                                                                                             INDICATIVE SHOTCRETE WALL




                                                                                                                                                                                                                                                                                                             REFER
                                                                                                                                                                                                                                                                                                                             SLAB FABRIC
                                   SECTION - LF1




                                                                                                                                                                                                                                                                                                              PLAN
                                                                                                               DRILL AND EPOXY N16 GALVANISED DOWEL                          AND RETENTION PILE DETAIL
                                                                                                               BARS x800 LONG INTO SHOTCRETE WALL OR PILE




                                                                                                                                                                                                                                                                                                         MIN.
                                                                                                                                                                                                                                                                                                         250
                                                                                         50 MIN.               AT 400mm HORIZONTAL CRS. USING RAMSET
                                                                                                               CHEMSET 801 EPOXY, 100 MIN. EMBEDMENT
                                                  BRS
                                                                                                EQ




                                      BENTONITE STRIP OR
                                      SIMILAR TYPICAL                                                                                                                                                                                                                                                                                                          FB
                                                                                                                                                                                                                                                                                                                                                               FB2
                                                                                                EQ




                                      REFER WATERPROOFING NOTE                                                                                                                                                                                                                                                                                                 REFER DETAIL
                                            BOUNDARY RETAINING
                                            PILES BY PILING
                                            CONTRACTOR                                                                                                                                                                                                                                                        N12-600 SLAB TIES
                                                                                                                                                                                                                                                                                                              300 COGS (TYP.)
                                                GALVANISED DOWEL BARS
                                                                                                WALL REINFORCEMENT
                                               VERTICAL STRIP DRAINS TO                                                                                                                                                                                                                                            CL OF PILE AND
                                               DISCHARGE INTO DRAIN AT                                                                                                                                                                                                                                                                                         SCREW PILE
                                                                                                                                                                                                                                                                                                                   CL WALL OVER
                                               BASE OF WALL                                                                                                                                                                                                                                                                                                    REFER PLAN
                                                                                                                                                                                                                                                                                                                                                     CL


                                             TYPICAL BLOCK CONNECTION TO
                                             RETENTION SYSTEM DETAIL                                                                                                                                                                                                                                                       FB1 DETAIL - INTERNAL
                                                                                                                                                                                                                                                                                                                           FB2
                                                                                                                                                                                                                                                                                                                           SCALE 1 : 20

C1    ##.##.####   REVISION NAME                                                                                                                                                     BRISBANE
                                                                       DESIGNED:          APPROVED:
                                                                                                                                                                                T: 07 3852 4333    CONSULTANTS:                                                                       PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT                                               PROJECT NUMBER
                                                                                                                                                                                                   CONSULTANTS NAME                                                                                                                                                              S24-###
                                                                                                                                      WE S TE R A
                                                                                                                                                                                  GOLD COAST
                                                                       DRAWN:
                                                                                                                                                                                T: 07 5571 1599                                                                                       LOCATION: PROJECT LOCATION
                                                                                                                                                                              SUNSHINE COAST
                                                                                                                                                                                                                                                                                                                                                                              SHEET NUMBER
                                                                       CHECKED:
                                                                                                                                      PART NE RS                                T: 07 5391 3777
                                                                                                                                                                               NORTHERN NSW
                                                                                                                                                                                                  USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
                                                                                                                                                                                                  PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
                                                                                                                                                                                                                                                                                      TITLE:       FOOTING DETAILS
                                                                                                                                                                                                                                                                                                                                                                                   3.1
                                                                                                                                                                                                                                                                                                                                                                                    .
                                                                       DATE:                                            STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS                                  DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
                                                                                                                                                                                T: 02 6674 8047   THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
                                                                                                                                                                             CENTRAL VICTORIA
                                                                                                                                                                                                                                                                                                   CLIENT NAME                                                                           ##
                                                                                                                                                                                                  STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
                                                                       PAGE SIZE:   A3    For and on behalf of            www.westerapartners.com.au   ABN 52 097 417 975
                                                                                                                                                                                                  CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS.       CLIENT:                                                                                 REVISION
No.    DATE        REVISIONS                              DRN    ENG                      WESTERA PARTNERS PTY. LTD.                                                            T: 03 5441 0922