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RFI - P0478-26-001_Cooroy_Development_OPW

of 34

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         113.6
                                                                                                                                                                                                                                                                                                                                                                                                               116.2
                                                                                                                                                     X
                  MATCH NEATLY TO EXISTING FOOTPATH                                                                                                                                                         FH                 PROVIDE BUNDED BIN STORAGE AND
                                                                                                                                                                                                                               WASH DOWN AREA WITH SUMP TO




                                                                                                                                       X
                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                   0.
                                                                                                                                                                                                                               HYDRAULIC ENGINEERS SPECIFICATION




                                                                                                                                                                                        E xT
                                                                                                                                                                                                                                        12

                                                                                                                                                                                                                                                          3
                                                                                                                                                                                                                                                       RP52184
                                                                                                                                                                                        PP




                                                                                                                                                                 ExW
                                                                                                                          X
                  PROPOSED VEHICLE CROSSOVER
                  IN ACCORDANCE WITH IPWEA




                                                                                                                                                                                                                                                                                                                                                                                                                                                      Ex
                  STANDARD DRAWING RS-051




                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                      .4
                                                                                                                                              120



                                                                                                                 X




                                                                                                                                                                                   O/H E
                                                                                                                                                                                   O/H E




                                                                                                                                                                                                                                                                                                                                                                                                                                               6.0
                                                                                                                                                                                                                                                                                                                                                                                                                                            11
                                                                                                                                                              ExT
                                                                                                                                                                                                                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                                                                                                                                                                                                                                                                     5.
                                                                                                                                                                                                                                                                                                                                                                                                                                                        11

                                                                                                                      120
                                                                                                                      6  .


              EXISTING LINEMARKING TO BE                                                                               12

                                                                                                                                        ExW
              REMOVED BY SANDBLASTING                                                                                        0.                                                        PP
                                                                                                                                  6




                                                                                                                                                                                                                                                                                                                                                                                                                                    Ex
              OR GRINDING




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                                                                               Ex
                                                                                E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                  E




                  PROPOSED 2.0m WIDE




                                                                                                                                                                                                                                                                                                                                                                                                                                    116.8
                                                                                    X




                  CONCRETE FOOTPATH                                                                                                                                                                                                                                                                                                                                                                                                                                                                  11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0

                                                                                                               .0                                                                                                                                                                                                                                                                                                                                                                                                            114.8




                                                                                                                                                                                               O/H E
                                                                                                   121




                                                                                                           121
                                                                                                                                      ExT




                                                                                                                                                                                                                                                                                                                                                       4
                                                                                                      .0




                                                                                                                                                                                                                                                                                                                                                    RP112204




                                                                                                                                                                                                                                                                                                                                    .2
                                                                                                            ExW




                                                                                                                                                                                                                                                                                                                                119




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          114.2
                                                                                                     .2
                                                                                                  121




                                                                                                                                                                                                                                                                                                                                                                                                                                                               Ex
                                                                                                                                                                                                                                                                                                D
                                                                                                           Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              113.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  115.6
                                                                 121.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Ex
                                                                                                           Ex
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    O/H E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    115
                                                        T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4.0
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
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                                                      ES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      115.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .8 WM
                                                                                                                                                                    12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PP
                                                                                          .4
                                                                                                                                                                       0.6
                                                    PL




                                                                                   121




                                                                                                                                                                                                                                                                                                                                                                     118.6
                                                                                                                                                     12




                                                                                                                                                                                                                                                                                                                                                                                                                       11




                                                                                                                                                                                                                                                                                                                                                                                           118.0
                                                  MA




                                                                                                                                                                                                                                                                                                                                                                                                                         7.0
                                                                                                                                                       0.




                                                                                                                                                                                                                                                                                                                                                                                   118.2
                                                                                                                                                         8
                                                                                                           ExT




                                                                                                                                                                                                        O/H E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  115.0
                                                                              .6
                                                                           121




                                                                                                                                                                                                                                                                                                                                                                                11
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                                                                                                                                                                                                                                                                                                                                                                                  8.
                                                                                   ExW




                                                                                                                                                                                                                                                                                                                                                                                     0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Ex
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                                                                                                                                                                                                                                                                                                                                                          .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114.8
                                                                                                                                             Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Ex
                                                                                                                                                                                                                                                                                                                                                         118
                                                                                                                                         E

                                                                                                                                               E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                  .8
                                                            121
                                                                                                                /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ExS
                                                                                                                                                                                                                                                                                                                D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          114.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                   ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         114.4
                                                     .0
                                                  122
                                         122.0




                                                                                                                                                                               LOT 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     114.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOTE:
                                                           ExW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,
                                                                                                                                                              Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W
                                         122.2
                                                                                                                                                                 Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Ex
                                                                                                                                                                 E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING
                                                                                                                                                                    E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
                             122




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      114.0
                             .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    114




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ExS
                                                                                                                                                                                                                                                                D




                                       4
                                     2.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          K
                                    2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .8
                                  1
                                                                                                                                                                                                                      Y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
                                                           ExT




                                                                                                                                                                                                                   AR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
                                                                                                                                                                                                                  ND
                                                                             /




                                                                                                                                                                                                                                                                                                            D                                        D                                                                                                                                                                                                                                                                                                 RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.8
                                                                                                                                                                                                                 OU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    11
                                                                                                                                                                                                            TB




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                                                                                                                                                                                        Ex




                   122.6
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                            E




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LEGEND:
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          113


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                                                                                                                                                                                                         0.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LS
                                                                                                                                                         12
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                                                                                    12
                                                                                                                                  12




                     .8                                                                                                                                                                                    8
                                                                                                            12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .6
                                                                  12




                  122
                                                       12




                                                                                         1.
                                                                                                                                                           1.2
                                                 12




                                                                                                                                      1.4




                                                                                                                                                                              .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ExS
                                                                                                                1.6




                                                                                                                                                                                   0




                                                                                              8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DESIGN CONTOURS (0.1m INTERVAL)
                                                                     2.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         T
                                                           2.2
                                                 2.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D
                                                      WM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    25           EXISTING CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ADJACENT BOUNDARY
                                                                                                                                              1.5m




           123.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED BOUNDARY
                           FH                                                                                                                                                                                                                                                                                                                                                                                                  D
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                                                                                                                                                                                                                                             IL:1
                                                                                                                                                                                                                      Ex
                                                                                                                                                                                                                      E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING FENCE
                                                                                                                                                                                                                                              19.3
                                                                                                                                                                                                                         E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
             .2                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED
                                                                                                                                                                                                                                                                >




        123




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                   5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      P
       123.                                                                                                                                                                                                                                                                                                                                                                                                                                                               DETENTION TANK                                                                                                                                                                                         EXISTING BUILDING
            2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ExS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VOLUME = 100m3
                                                                                                                                                                                                                                                ExS




                                                                                                                                                                          6
                                                                                                                                                                                                                                                                        >




                                                                                                                                                                        1.
                                                                                                                                                                              12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING KERB AND CHANNEL
                                   ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 113.6
                                                                                                                                                                                                                                                                                                                                                                                                                         19
                                                                                                                                                                                                                                                                                                                                                                                                                        C5605
                                                                                                                                                                                                                                                                            >




                                  6                                                                                                                     3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OE               EXISTING OVERHEAD ELECTRICAL
                                3.
                              12
                                                                                                                                                     RP99323                                                                                                                                                                                                     D
                                                                                                                                                                                                                                                                            D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E                EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                                                >
                                                                                                                                                                                                                               Ex




                   123.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SW               EXISTING STORMWATER
                                                                                                                                                                                                                                        Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ex
                                                                                                                                                                                                                                        E




                                                                                                                                                                                                                                                                                    >
                                                                                                                                                                                                                                          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                    >                                                                                                                                                                                                                                                                                                                           W                EXSTING WATER
                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                        >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ExS
                                                                                                                                                                                                                                                                                                                     >                                                                                                                                                                                                                                                                                                                                          S                EXISTING SEWER
                                                                                                                                                                                                                                                        ExS




                                                                                                                                                                                                                                                                                            >       >   >
                                   ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                T                EXISTING TELSTRA

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING TREES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED BUILDING SETBACK
                                                                                                                                                                                                                                                       Ex

                                                                                                                                                                                                                                                         Ex




                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                         E

                                                                                                                                                                                                                                                            E
                                                                   123.4




                                                                                                                                                                                                                  SP161937                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED STORMWATER PIPE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED STORMWATER PIT & MANHOLE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED UNDERGROUND DETENTION TANK

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED CONCRETE PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED FOOTPATH CONCRETE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED WALKWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED BIO BASIN



----       ----            ----                                                                                                                                     ----                 ----                    North Point             Approved                                                                                                                                                                                                                                           Project Address                                                                                                                           Title

----       ----            ----                                                                                                                                     ----                 ----
                                                                                                                                                                                                                                         EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              45 MAPLE ST, COOROY AND 9 MYALL OVERALL LAYOUT PLAN
                                                                                                                                                                                                                       N
----       ----            ----                                                                                                                                     ----                 ----                                            31423         23/06/2026                                                                                                                                                                                                                             ST COOROY
----       ----            ----                                                                                                                                     ----                 ----                                            For and on behalf of RECOR Pty Ltd.

 C     24/06/2026 ISSUED FOR OPERATIONAL WORKS                                                                                                                      CS                   EW                                              Scale                                                                                                                               ENGINEERING & PROJECT SERVICES                                                                                 Client Details                                                                                                                            Project Name                                                                      Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                SUNSHINE COAST | BRISBANE
 B     15/06/2026 ISSUED FOR APPROVAL - ARCHITECTURAL UPDATE                                                                                                        CS                   EW
                                                                                                                                                                                                                                                        

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