9307-OPW RFI 1 Civil Plans

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PAVEMENT PLAN

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PAVEMENT LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                              FINAL PAVEMENT DESIGN SUBJECT TO CONFIRMATION OF SUBGRADE                                     EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEGEND                           PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CBR VALUES(DEPTHS OF GRAVEL PAVEMENT ARE PROVISIONAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONCRETE FOOTPATH                                                                      EASEMENT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                           REFER STRUCTURAL DRAWINGS                      100mm THICK N32 CONCRETE                                                                     BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WITH SL72 MESH CENTRAL                                                                      CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REFER IPWEA STD DRAWING RS-065                                                                KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONCRETE PAVEMENT                              JOINTS PER STANDARD DRAWING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  KERB AND CHANNEL
                                                                                                                                                                                                        REFER TO LANDSCAPE                                                                                                                                                                                                                                 150mm THICK N32 CONCRETE WITH
                                                                                                                                                                                                                                                                                                                                               HEAVILY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           100mm (MIN.) TOP SOIL AND                                                                 FLUSH KERB
                                                                                                                                 REINSTATE TURF AROUND                                                       ARCHITECT FOR                                                                                                                     VEGETATED                                                                                                   SL82 MESH, 50mm TOP COVER
                                N                                                                                                DRAINAGE EXTENSION WORKS.                                            FINISHES IN PLAY AREAS
                                                                                                                                                                                                                                                                                                                               II
                                                                                                                                                                                                                                                                                                                                                                                                                                                           100mm CBR 15 SUB-BASE OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                           STRUCTURAL FILL TESTED TO CBR ≥15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TURF                                          RET                     WALL                KERB RAMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RETAINING WALL                       RET       WALL

                                                                                                                                                                                                                                                                                                       II                                                                                                                                                                                                                                                                                           SWALE DRAIN
                                                                                                                                                                                                                                                                                    II                                                                                                                                                                                                                     LANDSCAPE
                                                                                                                                                                                                                                                                      II                                                                                                                                                                                   BIO-RETENTION BASIN                             REFER LANDSCAPE ARCHITECTS
                                                                                                                                                                                                                                                    II
                                                                                                                                                                                                                                                                                                 RET        WALL
                                                                                                                                                                                               Y                                                                                                                                                                                                                                                           REFER DETAIL ON
                                                                                                                                                                            OP E R TY BOUNDIIAR                                II
                                                                                                                                                                                                                                                                      RET      WALL                                                                                                                                                                                                                        DRAWINGS FOR DETAILS
                                                                                                                                                                   OVED P R                                                                              WALL                                                                                                                                                                                              DRAWING SW.2.02




                                                                                                                                                                                                                                                                                                                                    II
                                                                                                                                                        APPR I                      II
                                                                                                                                                                                                                           WALL
                                                                                                                                                                                                                                          RET
                                                                                                                                                                       I                                  RET




                                                                                                                                                                                                                                                                                                                                    RET
                                                                                                                                              II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE JOINTS




                                                                                                                                                                                                                                          II
                                                                                                                          II




                                                                                                                                                                                                                                                                                                                                     WALL
                                                                                                                                                                                                                                                                                                                                     II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SAWN JOINT                                  ESJ
                                                                                                       SW




                                                                                                                                                                                                                    ESJ
                                                                                                                                                                                                                                    ESJ




                                                                                                                                                                                                                                          II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXPANSION JOINT                             ECJ
                                                                                                                               WALL




                                                                                                                                                                                                                                                                                                                                          RET
                                                                                                                                                                                                                                                                                                                                            II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FLUSH EDGE /
                                                                                                       SW




                                                                                                                                                                           ESJ                                                                                                                                                                                                                                                                                                      ! ! ! CAUTION ! ! !                                                                                    ISOLATION JOINT
                                                                                                                               RET




                                                                                                                                                                                                                                                                                                                                             WALL
                                                                                                                                                                                                                                                                                                                                                                                                               NDARY                                                    CONTRACTOR TO CONFIRM THE DEPTH AND




                                                                                                                                                                                                                    SW
                                                                                                                                                                                                                                                                                                                                                                                                G PR OPERTY BOU                                                                                                                                                                            KERB UPSTAND
                                                                                                                                                                                                                                                                                                                                                                                         EXISTIN                                                                    LOCATION OF ALL SERVICES PRIOR TO COMMENCING




                                                                                                                                                                                                                                                                                                                                                     II
                                                                                                                                                                   CB
                                                                                                                               WALL




                                                                                                                                                           t 1                                                                                                                                                                                                                                                                                                        ANY CONSTRUCTION WORKS OR ORDERING ANY




                                                                                                                                                                                                                                                                                                                                                   RET
                                                                                                                                                         Em 32220
                                                                                                       SW




                                                                                                                                                                                                                                                                                  Y
                                                                                                                                                                                                                                                                  P E RT Y BOUNDAR                                                                                                                                                                                                                                                                                                         SLAB DOWNTURN
                                                                                                                                                              SP                                                                                    EXISTING
                                                                                                                                                                                                                                                             P R O                                                                                                                                                                                                                     MATERIALS.
                                                                                                                                                                           SW              SW                                                                       ALIGNED)
                                                                                                                                                                                                                                                          (TO BE RE
                                                                                                                               RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TRIMMER BARS




                                                                                                                                                                                                                                                                                                                                                      WALL
                                                                                                                                                                                                                                                                                                                                                      II
                                                                                                                                                                            ECJ                                                                                                                                                                                                                                                                                                                                                                                                            [N12 600 LONG U.N.O.]

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     REFER TO TYPICAL JOINT DETAILS AND EDGE




                                                                                                                                                                                                                                                                                                                                                           RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DETAILS ON DRAWINGS CP.2.01 & CP.2.02.
                                                                                                           SW




                                                                                                                                                                                                                                                                                                                                                             II
                                                                                                                               WALL




                                                                                                                                                                                                                                                                                                                                                              WALL
                                                                                                                                                                           ESJ
                                                                                                           COMP



                                                                                                                               RET




                                                                                                                                                                                                                                                                                                                                                                     II
                                                                                                                                                                                                                                                                                                                                                                   RET
                                                                                                                                                                                                                     ESJ



CONSTRUCT NEW 3.0m WIDE CONCRETE
                                                                                                                               WALL
                                                                                                           SW




     FOOTPATH WITHIN EASEMENT AS                                                                                                                                           ESJ




                                                                                                                                                                                                                                                                                                                                                                          WALL

                                                                                                                                                                                                                                                                                                                                                                               APPROV
                                                                                                                                                                                                                                                                                                                                                                           II
       SHOWN. REFER DETAIL B-B ON
                  DRAWING BE.2.01
                                                                                                           COMP




                                                                                                                                                                                                                                                                                                                                                                                   BOUNDII A WALL
                                                                                                                               RET




                                                                                                                                                                                     ECJ
                                                                                                                                                        ESJ




                                                                                                                                                                                                                                                                                                                                                                                     ED PRO
                                                                                                                                                                                                                                                                                                                                                                           RET
                                                                                                                                                                                                                                                                                                                                          EXISTIN




                                                                                                                                                                                                                                                                                                                                                                                            RY
                                                                                                                               WALL




                                                                                                                                                                            ECJ




                                                                                                                                                                                                                                                                                                                                                                                             PERTY
                                                                                                                                                                                                           SW




                                                                                                                                                                                                                                                                                                                                                (TO BE R
                                                                                                           SW




                                                                                                                                                                                                                                                                                                                                                  G PROP
                                                         B-B
                                                        BE.2.01                                                                                                                                                                                                       BUILDING
                                                                                                                               RET




                                                                                                                                                                                                                                                                                                                                                                                                   II
                                                                                                                                                                                                                                                                           FFL 5.000
                                                                                                           COMP




                                                                                                                                                                                                                                                                                                                                                         ERTY BO
                                                                                                                                                                                                                                                                                                                                                         EALIGNE
                                                                        EXISTING PROPERTY BOUNDARY




                                                                                                                                                                                                           SW




                                                                                                                                                                            ESJ




                                                                                                                                                                                                                                                                                                                                                 II
                                                                                                                               WALL




                                                                                                                                                                                                                                                                                                                                                                 D)
                                                                                                                                                                                                                                                                                                                                                                 UNDARY



                                                                                                                                                                                                                                                                                                                                                                                          II
                                                                                                                                                                                                                                                                                                                                                                                                                                 REFER TO LANDSCAPE
                                                                                                           SW




                                                                                                                                                                                                                                                                                                                                                                                                                                 ARCHITECT FOR
                                                                                                                               RET




                                                                                                                                                                                                           SW




                                                                                                                                                                                                                                                                                                                                                     II                                                                          FINISHES IN PLAY AREAS
                                                                                                           COMP




                                                                                                                                                                                                                                                                                                                                                                                               II
                                                                                                                                                                           ESJ                                                                                                                                                                                                                                                                                                                                                                                                           CONSULTANT: MPN CONSULTING PTY LTD
                                                                                                                               WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONTACT: TOBY TAWDE MUSPRATT
                                                                                                                                                   SW                      SW              SW                                                                                                                                                                                                                                                                                                                                                                                            (RPEQ 24982)
                                                                                                                                                                                                                                                                                                                                                     II
                                                                                                                                                                                                                                                           4
                                                                                                                                                                                                                                                                                                                                                                                 II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TELEPHONE: (07) 3335 4595
                                                                                                                                                                                                                      II
                                                                                                                               RET




                                                                                                                                                                                                                                                                                                                                                                                                   II
                                                                                                           SW




       SS                                                                                                                                                                                                                                           SP322201                                                                                                                                                                                                                                                                                                                                                             DATE 30/01/2026
                                                                                                                                 SW
                                                                                                                                 SW




                 CO                           CO                                                                                                                           ECJ                                                                                  CONSTRUCT OPEN CHANNEL
                      MP                           MP
                                                                                                                                                                                                           II




                                                                                                                                                                                                                                                                    PROFILE AT 2m OFFSET
                                                                                                           COMP




                           SS
                                                                                                                                                                                                                                                                FROM FENCELINE, DRAINING
                                                                                                                                                                                                                                                                                                                                                                                                        II
                                                           SW                                                                      RET        WALL
                                                                                                                                                                                                                                                                     TO STORMWATER PITS
                                         CO
                                              MP
                                                         A-A                                                                                                                                                   II
                                                        BE.2.01
                                                        S                                                                                                                  ESJ
                                                                                                                                                                                                                                                                                                                                                                                                         II


24.7m² BIO-RETENTION SYSTEM, REFER                                CO                                                                                                                                                  II
                                                                       MP it                                                                                                                              SW
                                                                                                           SW




    TO DRAWING SW.2.01 FOR DETAILS.                                      lP
                                                                                   ica
                                                                  E   lec
                                                                          tr                           S                                                       SW                                    SW                                                                                                                                                                                                                                                                                                                                                                          C       13.04.26 RFI RESPONSE                                            MG     TTM
                                                                                                                                                                                                                                          SW                                                                                                                              SW                                                                                                                                                                                                     B       30.01.26 FOR APPROVAL                                            TTM     LS
                                                                                                                                                                                                                            II




 RECONSTRUCT EXISTING FOOTPATH
                                                                                                           COMP




                                                                                                                                                                                                                                                                                                                                                                                                             II




 FOR JUNCTION INTO EASEMENT                                                                          ole                                                                                                                                                    SW                                                                      SW                                                                                                                                                                                                                                           A       14.11.25 80% DESIGN                                              TTM
                                                                                                                                                                                                                                               II




                                                                                                                                                                                                                                                                                                                                                                                                   SW




                                                                                                   P                                      S
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 FOOTPATH AND CONSTRUCTION OF                                                               Lig                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ISSUE DATE                      AMENDMENT                                BY     APP
                                                                                                                                                                                                                                                                              SW                            SW
                                                                                                                                                                                                                                                                 II




 BIO-RETENTION SYSTEM. CONCRETE                                                                                                                                    S                                                                                                                                                                                                                                                                                                                                                                                                             COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
                                                                                                                                                                                                                                                                               II
                                                                                                                      S




 TO BE NEATLY SAWCUT PRIOR TO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
                                                                                                                                                                                                                                                                                                                                                                                                               II




 ANY DEMOLITION OCCURRING.
                                                                                                                                                                                                                                                                                                  II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ABN: 39 062 191 799
                                                                                                                                                                                                                                                                                                                     II




                                                                                                                                                                                                                                                                                                                                                    II




                                                                                                                                                                                                                                                                                                                                                                                     II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   P: 61 7 3335 4555
                                                                                                                                                                                                                                                                                                                                                                                                              II




                                                                                                                                                                                                 S
                                                                                                                                                                                                                                      H                                                                                                                                                                                                                                                                                                                                                                                                        E: [email protected]
                                                                                                                      S




                                                                                                                                                                                                                           S                                                                                                                                                                                                                                                                                                                                                                                                                      Level 4, Building 3,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Kings Row Office Park,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              42 McDougall Street, Milton, QLD, 4064
                                                                                                           COM                                                                                                                                  S
                       W                                                                                          P                                                                                                                                                                                                                                                                                                                                                                                                                                                               CLIENT:
                                                                                                                               SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                 S
                                                                                                                                              COM                                                                                                                                                                                                                                                                                                                                                                                                                                 STOCKWELL DEVELOPMENT GROUP PTY LTD
                                                                                                                          S




                                                                                                                                                     P
                                W
                                                   SW                                                                                                              SW
                                                                                                                                                                                                                                                                                             S
                                                                                                                                                     HOF                          COM
                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOOSA EARLY LEARNING CENTRE
     CO                               MP           W                                                                                                                   MAN           P
                                                                                                                                                                                                SW                                                                                                                                             S
       MP                           CO
                                 EXISTING DRIVEWAY TO BE RETAINED.
                                                                                                                                                                                N DR                                COM                                      RETAIN LEVEL PLANTING                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                   T
                                                                                                                                                                                                                                                                                                                                                                                                                           E              E                                                                                                                                       LOT 4 NOOSA
                                                                                                                                                                                         IVE                               P                                                                                                                                                                                                it
                                                                                                                               S




                                                                                                                                                                                                                                                                                                                                                                                                                           S                          S
                 SW                                W MAY DAMAGE                                                                                                                                                                      SW                      ZONES ADJACENT VERGE                                                                                                                                      tra
                                                                                                                                                                                                                                                                                                                                                                                                                           P
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  63-65 HOFMANN DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                              SW




                                CONSTRUCTION TRAFFIC                                                                                                                                                                                                                                                                                                                                                           Te
                                                                                                                                                                                                                                                                                                                                                                                                                   ls
                                                                                                                                                                                                                                                         COM PER LANDSCAPE ARCHITECT                                                                                            E
                                CONCRETE, TO BE RECTIFIED PRIOR TO                                                                                                                                                                                          P                                                                                                                                                                                                                                                                                                                     NOOSAVILLE, QLD 4566
                                                                                                                                                                                                                                                                  SW EXISTING PLANTING
                                                                                                                                                                                                                                                             INTENT.
                                     COMPLETION OF CONSTRUCTION                                                                                                                                                                                                             COM- T.B.C.
                                                                                                                                                                                                                                                                                                                                                                                                               COMP




                                                                                                                                                                                                                                                             MAY BE RETAINED
                                                                                                                                      H
                                                                                                                                                                                                                                                                                P
                                                                                                                                                                                                                                                                                                  SW
                                                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PAVEMENT TYPES PLAN
                                                                                                                                S




                                                                                                                                                                                                                                                                                                                     COM                                                                 1 IN 10 MAX LANDSCAPE
                                                                                                                                                                                                                                                                                                                           P
                 SW




                                                                                                                                                                                                                                                                                                                                           SW                                            BATTER FROM FENCELINE
                                                                                                                                                                                                                    CONSTRUCT 1.8m WIDE CONCRETE                                                                                                                           COM                                                                                                                                                                                                   DESIGN: TTM           DRAWN:     TTM             SCALES:       AS SHOWN
                                                                                                                                                                                                                                                                                                                       E                                                            P
                                                                                                                                                                                                                    FOOTPATH CONNECTION AND JOIN                                                                                                                                                  SW
            MP




                                                                                                                                                                                    V
                                                                                                                                                                                                                                                                                                                                                                                                                                                    COMP                                                                                                                         CHKD:      LS         APPRD:     TTM             DATE:         30.01.2026
                                                                                                                                                                                                                                                                                                                                                                                                                                              SW
       CO




                                                                                                                                                                                                                    NEATLY TO EXISTING HOFMANN                                                                                                                                                                                    COMP
                                                                                                                                                                                                                    ROAD PATH                                                                                                                                                                                                                                                                                                                                                         mpn JOB            DRAWING No.                                            REV
                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0    2       4   6   8    10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9307 PV.1.01
SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C
                                                                                                                                                                                                                                                                                         E                                                                                                                                                                                                                                SCALE 1:200 (A1) 1:400 (A3)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                          SW