9307-OPW RFI 1 Civil Plans

WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5.5
                                                                                                                                                                                                                                                                                                                                                              R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ED PRO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WALL
                                                                                                                                                                                                                                                                                                                                                                                         FFL 5.000                                                                                                                                                                                                                                                                                                                             CONSTRUCTION.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             (TO BE R
                                                                                                                                                                                                                                                                                                     9
                                                                                                                                   SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G PROP
                                                                 Cov J B-B                                                                                                                                                                                                                       .8
                                                                                                                                                                                                          VISITOR




                                                                                                                                                                                                                                                                                          R   L4                                                                                                                                                                                                                                                                                                                                                                                                                           10. CONTRACTOR TO CONFIRM THE LEVEL AND LOCATION OF
                                                                                                                                                                                                                                                                    VISITOR




                                                                                       BE.2.01                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ALL CONNECTIONS PRIOR TO LAYING ANY UPSTREAM
                                                                                                                                                                     RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               II
                                                               SP182845
                                                                                                                                   COMP




                                                                                                  RL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STORMWATER PIPES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ERTY BO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EALIGNE
                                                                                                                                RL
                                                                                                                                                                                                          VISITOR




                         REFER TO ARCHITECT AND                                                           4.0
                                                                                                                    3                 4.0                                      4      .59
                                                                                                                                                                                                                                                                    VISITOR




                                                                                                                                               7                            RL
                       STRUCTURAL ENGINEER FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              II
                                                                                                                                                                     WALL




                  FENCE/GUARDRAIL REQUIREMENTS                                                                                                                                        FIELD INLET IN SAG POINT ON                                                                                                                                       STUB FOR HYDRAULIC CONNECTIONS                                                                            RL
                                                                                                    EXISTING PROPERTY 3.88




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UNDARY
                                                                                                                                                                                                          VISITOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       II
                                                                                                                                                                                                                                                                                                                                                        FROM GRATED PITS FOR SURCHARGE                                                                               4
                                                                                                                                                                                      KERB DISCHARGES INTO                                                                                                                                                                                                                                                                .97                                                                                                                                                     SP322201
                                                                                                                                                                                                                                                                    VISITOR
                                                                                                                                        SW
                                                                                                                                                 SP322201
                                                                                                                                   Emt AO




                                                                                                                                                                                      BIO-RETENTION SYSTEM.                                                                                                                                             AS REQUIRED. REFER HYDRAULIC
                                                                                                                                                                     RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5.51
                                                                                                        BOUNDARY




                                                                                                                                                                                                                                                                                                                                                        ENGINEER FOR CONTINUATION
                                                                                                                                                                                                          VISITOR




                                                                                                                                                                                              1.5m WIDE CONCRETE                                                                                                                                                                                                                                                                                          RL                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5.20
                                                                                                                                                                                                                                                                    VISITOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4.9                      5.0
                                                                                                                                 COMP




                                                                                                                                                                                              FOOTPATH (DDA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1               L                                                                                                                                                                                                                                                                                              CONSULTANT: MPN CONSULTING PTY LTD
                                                                                                                                                                                                                                                                                                                               5.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R
                                                                                                                                                                     WALL




                                                                                                                                                                                              COMPLIANT GRADES).




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4.98
                                                                                                                                                                                                          VISITOR




                                                                                                                                                                            F3/02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONTACT: TOBY TAWDE MUSPRATT
                                                                                                  3.91




                                                                                                                                                                                                                                                                                  F2/02                                                                CONSTRUCT OFFLINE OCEANPROTECT
S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (RPEQ 24982)
                                                                                                                                                                                                                                                                                                                                                       JELLYFISH TREATMENT DEVICE [TD/03]
                           RAISE EXISTING MANHOLE LID                                                                                                                                                                                                                                                                                                                 4                                                                                                                                          II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TELEPHONE: (07) 3335 4595




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             II
      S CO
           MP                                                                                                                                                                                                                                                                                              II                                          (JF-1500-2-1). REFER TO LONGSECTION
                                                                                                                                                                     RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  II
                                 TO SUIT NEW PATHWAY R                                                                                                                                                                                                                             3 RL 4
                                                                                                                                   SW




                     SS                                   L4                                                                    RL
                                                                                                                                   4.2                                               .47                                         .60                                          4 . 7       .     78
                                                                                                                                                                                                                                                                                                                                                       SP322201
                                                                                                                                                                                                                                                                                                                                                       FOR DETAILS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DATE 30/01/2026
                          SURFACE AND PROVIDE CLASS          .18                                                                                                               4                                            4
                          CO                   CO LID.                                                                                 2                                    RL                                           RL                                          RL
                             MP B CONCRETE INFILLMP                                                                                                                                                                                                                                                                                                                                                                                                                                                       RL
                        24.7m² BIO-RETENTION
                                                                                                                                                                                                                                                                                              II




                                                                                                                                                                                                                                                                                                                                              CONSTRUCT SHALLOW INVERT PROFILE
                                                                                                                                     COMP




                                 SS                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4.8
                  SYSTEM, REFER TO DRAWING                                                                                                                                                                                                                                                                                                        AT 2m OFFSET FROM FENCE LINE,                                                                                                                                        5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       II
                                                       SW                                                                                                                 RET                WALL                                                                                                                                                                                                                                                                                                                                                                                                               ALL PLAYSCAPE DRAINAGE
                        SW.2.01 FOR DETAILS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL 4.90
                                                                                                                                                                                                                                                                                                                   .91




                                                                                                                                                                                                                                                                                                                                                   DRAINING TO STORMWATER PITS                                                                                                                                                                                                                                  TO BE COLLECTED AND
                                                                              3.92




                                                                                                                                                                                                                                                                                                            4




                                                                                                                                                                                                                                                                                                II
                                                                 CO                                                                                              HW4/02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       K




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      13.04.26 RFI RESPONSE                                            MG     TTM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5.00
                                                                                                                                                                                                                                                                                                         RL




                                                                       MP                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DISCHARGED TO PIT AND
                                                                       4.00




    RECONSTRUCT EXISTING FOOTPATH
                                                      4.0292




                                                                                              EX3/11                                                                                                                                                                              TD/03                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       J       30.01.26 FOR APPROVAL
                                                       4.




    FOR JUNCTION INTO EASEMENT                                                         S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PIPE NETWORK.                                                                                                                                                                                                                                                                          TTM     LS
                                                                                                                                                                                             F1/07
                                                                                                                                 4.12




                                                                                                       .22                                                                                                                                                                                                                                                                                                                                                        RL



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 II
                                               4.12




                                                                                                                                                                                                                                                                                                           II
    FOOTPATH AND CONSTRUCTION OF                                                                  RLCO4M           P Pit                                                                                                                                                                                                                                    STUB FOR HYDRAULIC                                                                                       4    .97                              F2/03                                                                                                                                                                                                                                                                                                              I       24.11.25 REPLOT - SCALE CORRECTED                                TTM     LS
                                                                                                    4.22




    BIO-RETENTION SYSTEM. CONCRETE
                                                                                                                                   SW
                                                                                        4.1.023




                                                                                                                        l
                                                                                                               ctr
                                                                                                                    ica          S IL0.682                                .34                                                                                                                                                    F4/03                      CONNECTIONS. REFER                                                                                                                                                                                                                                                                                                                                                                                                                                                H       14.11.25 80% DESIGN                                              TTM     LS
                                                                                          4




    TO BE NEATLY SAWCUT PRIOR TO                                                                         Ele
                                                                                                                                                              S R
                                                                                                                                                                  L4                                                                                                                                                                                        HYDRAULIC ENGINEER.
                                                                                                                                                                                                                                                                                  RL 4.67 4.89
                                                                                                                                                                                                            4.41




                                                                                                                                                                IL0.
                                                                                     4.13




    ANY DEMOLITION OCCURRING.                                                                                                            4                                                                           RL 0.00 MH5/03                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           G       03.04.25 FOR APPROVAL                                            BT      LS
                                                                                                                                                                                                                                                                                                                    II




                                                                                                                                     4.2                            8 52
                                                                                                                                                                                      MH1/10                                                                                             RL
                                                                                                                                               4.20




                                                                                                                                SL
                                                                                                                                      4.2 P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      II
                                                                                                                                          IL1.397
                                                                                                                                     COM




                                                                      Emt CC
                                                                                                                                     4 6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              F
                                                                                                                                           .13




                                                                                                                               ole                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    28.03.25 FOR APPROVAL                                            BT      LS
                                                                                                                                                                                                                                                                                                                                                  II
                                                                                                                                                                4.28 5Ø




                                                                      SP322201                                               tP
                                                                                                                                                                                         S
                                                                                                                                                                                      4.34
                                                                                                                                                               37




                                                                                                                          h
                                                                                                                       Lig                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ISSUE DATE                      AMENDMENT                                BY     APP
                                                                                                                                                                                                                                                             4.47
                                                                                                                                 4.16




                                                                                                                                                                                                                                                                                                                                                                              II
                                                                                                                                                                                                                                                               4.49




 NEATLY SAWCUT EXISTING KERB
                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .8     1                                                                                                                                                                                                                                                                                                                                       COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
                                                                                                                                                                                                                                                                                                                                                                                                      II




                                                                                                   EX2/10
                                                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            L4
                                                                                                                                                                                                                                                                                                                                          DIVERSION MANHOLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RL 4.74                               F1/03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             II



                                                                                                                                                                                                                                                      .49
                                                                                                                                                                                                   4.19




 AND CONSTRUCT NEW 2.0M WIDE                                                                                                                                                                                                                                                                                                                                                                                 F3/03




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5.01
                                                                                                                                                                                                                                                     4                                                                                                                                                                                                                   R
                                                                                                                                                                                                                                                                                                                                                                                                                            II
                                                                                                                                                                                                                                                                    4.44




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4.69
                                                                                                                                                                                                                                                  RL                                                                                      FOR OFFLINE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ABN: 39 062 191 799
KERB RAMP AS SHOWN. REFER TO                                                                                                                                                                                                                                                                                                                                                                                                RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                     II
                                                                                                                                                                                             4.22




                                                                                                                                                                                                                                                                                      RL 4                                                TREATMENT SYSTEM
                                                                                                                                                                                                                                                                                                                          4.56




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 II




NOOSA SHIRE COUNCIL STANDARD                                                                                                                                                                                                                                                                                                                                                                                                   4.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  II




                                                                                                                                                                                                                                                                                              .45                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               P: 61 7 3335 4555
                                                                                                                                                                                                                                                                    4.40.41
                                                                                                                                                                                                                                       4.22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       II




                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                  H                                                                                                8                                RL
                                                                                                                                                                                                                                                                       4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E: [email protected]
           DRAWING NSD-9006E.
                                                                                                                                                                                                                             4.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4                                                                                              RL
                                                                                                                                                                                                                                                                                                                          4.47
                                                                                                              0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .87
                                                                                                                                                               S
                                                                                                         IL2.9




                                                                                                                                                                                                                                    4.25




                                                                                                                                                                                                                                                                                                                 S                                                                                                                                                                                                                                                           4.7                                                                                                                                                                                                                                                                                                               Level 4, Building 3,
                                                                                                                                                                                                                                                                4.25




                                                                              EX3/10
                                                                                                                                                                                                                                                                              4.38




                                                                                                                                                                                                                                                                                                                                 IL0.94                                                                                                                                                                                                                                         7           Emt CD                                                                                                                                                                                                                                                                                        Kings Row Office Park,
                                                                                                                                                                                                                                                                                                                                                                                        4.56




                            REMOVE EXISTING FIELD INLET AND CONSTRUCT
                                                                                                                                                                                                                                                                                                                                                             4.49




                                                                  IL2.88                                                                                                                                                                                                                                                                  6
                                                                                                                                                                                                                                                                                                                   4.41




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           42 McDougall Street, Milton, QLD, 4064
                                                                                                                                                                                                                                                                                                                                                        IL0.97
                                                                                                                                                                                                                                                             4.28




                              NEW MANHOLE OVER EXISTING STORMWATER                                                                                                                                                                                                                                                                                                1                                                                                                                                                                                                                         SP322201
                                                                            CO                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                          W 4.39




                                                                         750Ø MP                                                                                                                                                                                                                                                  SL 4.47                                                                                                                                                                                                                                                                                            EXISTING DRAINAGE PIT AND
                                                                                                                                                                                                                                                                                                                  4.26




                            LINE, WMINIMUM 300mm CLEAR OF BIO-RETENTION                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CLIENT:
                                                                                                                                                                                                                                                                                                                                                       4.45




                                                                                                                                                                     SW                                                                                                                                                          Sewer M/H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                      4.52




                                                                                                                                                                                                                                                                                                                                                                                                                                              4.65




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EASEMENT TO BE RETAINED
                             STRUCTURE, WITHIN DEVELOPMENT SITE - FOR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STOCKWELL DEVELOPMENT GROUP PTY LTD
                                                                                                                                                                                                                                                                                                         4.29




                                                                                                                                                                                              COM
                                                                                                                                                                S




                                                                                                                                                                                                          P                                                                                                                                                                                                                                                                                                                                                                                                                          FOR LOT 8 ON SP322201
                                                                                                                                                                                                                                                                                                                                                                  4.303




                                            W SOUTHERN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Pit
                                                                                                                                                                                                                                                                                                                                                                   4.4




                                                     SW SITE DISCHARGE.
                                                                                                                                                                                                                                                                                                                                                                                               4.49




                                                                                                                                                                                                                         SW
                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                        4.57




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     al
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4.71




                                                                                                                                                                                                          HOF
                                                                                                                                                                                                                                                                                                   P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ic
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ctr
                                                                                                                                                                                                                                                                                                  M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NOOSA EARLY LEARNING CENTRE
                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                  COM                                                                                                                                                                                                                                                                                                                                                                                                                                                     Ele
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4.63 4.52
                                                                                                                                                                                                                                                                                               CO




                                                                                                                                                                                                                                                                                                                             RETAIN LEVEL PLANTING
                                                                                                                                                                                                                             MAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4.74
                                                                                                                                                                                                                                                         P                                                                                                                                                                                                                                                                                                                                                                                                     4.63