9307-OPW RFI 1 Civil Plans

                                                                              TOOLED EDGES                                                                                                                           TOOLED EDGES
                                                                                                                                                                                                     R3
                                                                                                                                                                                                                      10 WIDE X 15 DEEP RECESS
                                                         R3                                                                                                                                                           WITH APPROVED SEALANT.
    MESH / BAR CHAIR PLACEMENT                                                                                                                                                                                        PAINT BASE OF RECESS
    • BAR CHAIR TO BE PLACED AS                                                                                                                                                          SAWCUT                       WITH BOND BREAKER.




                                                                             HEIGHT ± 5%
      CLOSE TO SLAB EDGE AS POSSIBLE            50mm MIN - 75mm MAX




                                                                               ½ SLAB
                                                                                                                                                                                         EXISTING SLAB            50mm MAX
    • MESH SHOULD NOT TOUCH THE                 1ST WIRE OF FABRIC
                                                                                                   SLAB MESH                                                                                                 1st WIRE OF FABRIC   SLAB MESH
      EDGE OF DOWELTO ALLOW FLOW                                                                                                                                                                    150                           REFER STRUCTURAL
      BETWEEN THE MESH & DOWEL                                                                                                                                                                                                    PLANS FOR DETAILS
                                                                                                                                                              EXIST. SLAB




                                                                                                                                                                                  EQ
                                                                                                                                                                                  EQ
                                         6MM DANLEY DIAMOND                 PAINT SURFACE WITH
                                         DOWELS AT 450                                                                                                    DRILL AND EPOXY GROUT                                        PAINT SURFACE WITH
                                                                            BOND BREAKER                                                                  R16-300 GALVANISED DOWELS                                    BOND BREAKER
                                         CENTRES, GALVANISED                BELOW RECESS                                                                  (450 LONG) 150 INTO EXISTING SLAB
                                          TYPICAL EXTERNAL DOWELLED                                                                                                                      TYPICAL PROPOSED SLAB TO
                                          CONSTRUCTION JOINT DETAIL - E.C.J.                                                                                                             EXISTING SLAB JOINT DETAIL
                                          JOINT SEALANT TO BE INSPECTED ANNUALLY OVER THE LIFE                                                                                           JOINT SEALANT TO BE INSPECTED ANNUALLY OVER THE
                                          OF THE PAVEMENT AND RE-SEALED AS REQUIRED.                                                                                                     LIFE OF THE PAVEMENT AND RE-SEALED AS REQUIRED.




                                                                              SAW CUT TO 1/3 DEPTH OF
                                                                              SLAB AND FILL WITH
                                                                              APPROVED JOINT SEALANT.
MESH / BAR CHAIR PLACEMENT
• BAR CHAIR TO BE PLACED AS
  CLOSE TO SLAB EDGE AS POSSIBLE
• MESH SHOULD NOT TOUCH THE                 50mm MIN - 75mm MAX                            DOWEL HEIGHT
                                             1ST WIRE OF FABRIC                            PLACED AT 1/2                                               RETAINING WALL
  EDGE OF DOWELTO ALLOW FLOW
  BETWEEN THE MESH & DOWEL                                                                 SLAB HEIGHT         SLAB MESH

                                                                                                                                                      GROUND LEVEL




                                                                                                                                                       WALL FOOTING




                            6mm PD3 DANLEY PLATE DOWELS AT 450




                                                                                                                                                                                                    MIN
                                                                                                                                                                                                    300
                            CENTRES, WITH CRADLE. GALV. DOWELS
                            CROSS WIRE TO BE CUT DURING POUR.
                                                                                                                                         N20 MASS CONCRETE                                                                                            N20 MASS CONCRETE
                            TYPICAL EXTERNAL SAWN DOWEL JOINT DETAIL - E.S.J.                                                               BACKHOE PIT FOR                                                                                           BACKHOE PIT FOR
                                                                                                                                           WIDTH OF FOOTING                                                                                           WIDTH OF FOOTING
                 ·    THE SOFF SAW CUTTING SHALL BE CARRIED OUT AS EARLY AS PRACTICABLE AFTER CONCRETE                                  TO 300 BELOW INVERT                                                                                           TO 300 BELOW INVERT                                  CONSULTANT: MPN CONSULTING PTY LTD
                      HARDENING. TIME OF SAWING IS DEPENDANT ON AMBIENT CONDITIONS AND MIX DESIGN. INITIAL                                       OF SERVICE                                                                                           OF SERVICE                                           CONTACT: TOBY TAWDE MUSPRATT
                      CUTTING SHOULD BE TRIALLED TO COMMENCE APPROXIMATELY 6 HOURS AFTER FINAL TROWEL                                                                                                                                                                                                      (RPEQ 24982)
                      OF THE SLAB.                                                                                                                                                                                                                                                                         TELEPHONE: (07) 3335 4595
                 ·    THE CONTRACTOR SHALL ENSURE NO FRETTING OR SPALLING OF THE CONCRETE EDGES AS A
                      RESULT OF THE SAW CUTTING. SHOULD THIS OCCUR CUTTING SHOULD STOP IMMEDIATELY                                                                                     600          500                 500           600                                                                                                  DATE 30/01/2026
                      AND TRIALLED AGAIN IN TWO HOUR INTERVALS SO CLEAN CRISP SAW CUTS WITHOUT EDGE
                      FRETTING OR SPALLING ARE GUARANTEED.
                 ·    PRIOR TO HANDOVER THE SAW CUTS SHALL BE WIDENED TO 6MM WIDE BY RE-CUTTING ( IF                                                                                         TYPICAL BRIDGING DETAIL
                      REQUIRED ) SO THAT JOINT SEALANT CAN BE PLACED.                                                                                                                        NTS
                 ·    SEALANT SHOULD BE REPLACED IN 12 MONTHS IF REQUIRED AND INSPECTED AND RE-SEALED
                                                                                                                                                                                             NOTE: RETAINING WALL DESIGNER TO DESIGN AND CERTIFY
                      ANNUALLY THEREAFTER OVER THE LIFE OF THE PAVEMENT.
                                                                                                                                                                                             THAT SERVICE BRIDGING IS IN ACCORDANCE WITH THE
                                                                                                                                                                                             RELEVANT AUTHORITIES, REQUIREMENTS AND MP1.4.


                                                                                                                                                                2 x N12
                                                                                                                                                                                                                                                                                                    B      30.01.26 FOR APPROVAL                                            TTM     LS
                                                                                                                                                                TRIMMERS
                                                                                                                                                                                                                                                                                                    A      14.11.25 OPERATIONAL WORKS                                       TTM     LS
                                                                                                                                                                                                                                                                                                   ISSUE DATE                      AMENDMENT                                BY     APP
                                                                                                                                                                                                                                                                                                   COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
                                                                                                                                                                                                                                                                                                              PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©

                                                                                                                           N12 HOOP                                                           N12 HOOP                                                                                                                                                            ABN: 39 062 191 799
                                                                            2 x N12 TRIMMERS                                    BAR                                                                BAR
                                                                                                                                                                                                                                                                                                                                                                     P: 61 7 3335 4555
                                                                            1200 LONG AT ALL                                                                                                                                                                                                                                                                     E: [email protected]
                                                                            RE-ENTRANT CORNERS
                                                                                                                              2 x N12                                                         2 x N12                                                                                                                                                               Level 4, Building 3,
                                                                                                                                                                                                                                                                                                                                                               Kings Row Office Park,
                                                                                                                           TRIMMERS                                                           TRIMMERS                                                                                                                                          42 McDougall Street, Milton, QLD, 4064

                                                                                                                                                                                                                                                                                                    CLIENT:




                                                                                                                                                                                                                                                                            NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                    STOCKWELL DEVELOPMENT GROUP PTY LTD
                                         TYPICAL PENETRATION DETAIL                                                                                            2 x N12 TRIMMERS
                                                                                                                                                                                                                                                                                                    NOOSA EARLY LEARNING CENTRE
                                         NTS                                                                                                                                                                                                                                                        LOT 4 NOOSA
                                         TRIMMERS TO BE PLACED ON ALL                                                                                                                                                                                                                               63-65 HOFMANN DRIVE
                                         PENETRATIONS AND RE-ENTRANT CORNERS.                                               TYPICAL MANHOLE PENETRATION DETAIL                                                                                                                                      NOOSAVILLE, QLD 4566
                                                                                                                            N.T.S.
                                                                                                                                                                                                                                                                                                                   CIVIL WORKS DETAILS
                                                                                                                                                                                                                                                                                                                          SHEET 2
                                                                                                                                                                                                                                                                                                   DESIGN: TTM           DRAWN:     TTM             SCALES:       AS SHOWN
                                                                                                                                                                                                                                                                                                   CHKD:      LS         APPRD:     TTM             DATE:         30.01.2026

                                                                                                                                                                                                                                                                                                        mpn JOB            DRAWING No.                                            REV
    0   0.1    0.2    0.3    0.4   0.5

    SCALE     1:10 (A1)     1:20 (A3)
                                                                                                                                                                                                                                                                                                        9307 CP.2.02   B

                                                                                                                                                                                                                                                                                                          FOR APPROVAL