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RFI - P0478-26-001_Cooroy_Development_OPW

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   114.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STRUCTURAL ENGINEERS SPECIFICATION.
                                                          2. 0                               .0
                                                                                                                                                                                                                                                                                                                           CH




                                                                                                                                                                                                                                                                                                                                                                 63.
                                                     12                                122
                                            122.0




                                                                                                                                                                                                                                                                                                                                                CH
                                                                                                                                                                                LOT 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   115.4
                                                                                                                                                                                                                                                                                                                     0.0      4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               114.2
                                                                                                                                                                                                                                                                                                                                                                     246
                                                                                                                                                                                                                                                                                                              00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONTRACTOR TO POTHOLE AND




                                                                                                                                                                                                                                                                                                                                                 60.
                                                               ExW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Ex
                                                 122.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LOCATE DEPTH OF WATER SERVICES
                                                                                                                                                               Ex




                                                                                                                                                                                                                                                                                                                                                     000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                            122.2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WITHIN VERGE AND ORGANISE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Ex
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                                                                               122.2
                                                                                                                                                                                                                                                                                                                                                                                                                                            TP
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                                                                                                      67.                                                                                                                                                                                                                                                       LOWERING OF WATER MAINS AS
                                                                                                                                                                                                                                                                                                       TP
                                122




                                                                                                                                                                                                                                                                                                                                                                                                                         927




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114.0
                                                                                                                                                                                                                                                                                                                                                                                          R3.0                                                                                                                                                                                                                                                                                                  REQUIRED TO ENSURE CLEARANCE                                              LEGEND:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           115.2
                                .2




                                                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                                    00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            114




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                                       12.242.2
                                                                                                                                                                                                                                                                                                           1.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              115.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       K
                                                                             121.6




                                                                                                                                                                                                                                                                                                                                TP
                                                                            121.8




                                     12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .811
                                                                           122.0




                                                                                                                                                                                                                                                                                                                                   46.
                                                                                                                                                                                                                                                                                                            65
                                                                          122.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                122.4                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ADJACENT BOUNDARY
                                                                         122.4




                                                                                                                                                                                                                                                                                                                                       755
                                                              ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4.8
                                                                                  /




                                                                                                                                                                                                                                                                                                                                                         D                                                D                            119.8                                                                                                                                                                                                                                                                                                                                                         PROPOSED BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.8
                     122.4
                                                                                                                                                                                                                                                                                                            R-3.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11
                                                                                                                                                                                                                                                                                                                000                                                                                                                                                                                                                                                                                                                                                                                                                                                                      25          DESIGN CONTOURS (0.1m INTERVAL)
                                                     122.6
                                                                                                                                                                                                                                                                                           120.2




                                                                                                                                                                                                                                                                                                                                                         120.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MY
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  115
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         25          EXISTING CONTOURS (0.1m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AL
        12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              115
                                                                                                                                                                                                 E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       113


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                                                                                          12
                                                                                                                                       12




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                                                                                                               12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              115




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .6
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                                                                                                                                           1.4




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ExS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .8
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                                                                              2.2
                                                                              22.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                116
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              80.                                                                                                                                                                                                                                                                                                                    EXISTING BUILDING
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                     000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              116
                                                     12




                                                                                                                                                                                                                                                                                                                                                                                            119.8                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING KERB AND CHANNEL
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             116
                                 12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .4
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                                                                                                                                                                                                                                                                                                                                                                                                                                            11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OE               EXISTING OVERHEAD ELECTRICAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             116
             123.0




                                                                                                                                                                                                                                                                                                                                                                                                                                             9.6
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         84.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    117
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    981                                                                                                                                                                                                                                                                                              E               EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                     IL:1
                                                                                                                                                                                                                      Ex
                                                                                                                                                                                                                      E




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                                                                                                                                                                                                                                                                                                                                                                                                                      119.6




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                                                                                                                                                                                                                                                       9.35




             .   2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               100kL DETENTION TANK CONNECTED TO                                                                                                                                                                                                                  SW               EXISTING STORMWATER
                                                                                                                                                                                                                                                                                        >




        123




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ROOF DRAINAGE TO HYDRAULIC




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                                                                 REFER DRAWING C043




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 117
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ENGINEERS SPECIFICATIONS. REFER                                                                                                                                                                                                                     W               EXSTING WATER
                                                                                                                                                                                                                                                         ExS




                                                                                                                                                                           6
                                                                                                                                                                                                                                                                                               >




                                                                                                                                                                        1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                    118
                                                                 FOR CARPARK AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .8
                                                                                                                                                                               12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWINGS C054 AND C055 FOR DETAILS.
                                      ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                113.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     19
                                                                                                                                                                                                                                                                                                                                                                                                                                            118

                                                                                                                                                                                                                                                                                                                                                                                                                                                            .0
                                                                 FOOTPATH DETAILS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S               EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    C5605
                                                                                                                                                                                                                                                                                                                                                                                                                                 118

                                                                                                                                                                                                                                                                                                                                                                                                                                                .
                                                                                                                                                                                                                                                                                                       >




                                                                                                                                                      3                                                                                   PROPOSED SWALE                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                      120




                                                                                                                                                                                                                                                                                                                                                                                                                      118

                                                                                                                                                                                                                                                                                                                                                                                                                                      .4

                                   6
                                 3.
                                       12
                                                                                                                                                   RP99323                                                                                                                                                                                                                                                              D                                                                                                                                                                                                                                                                                                                                                            T               EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                   D 1190. .0




                                                                                                                                                                                                                                                                                                                                                                                                                118
                                                                                                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                    11>9 8




                                                                                                                                                                                                                                                                                                                                                                                                                        .6
                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                      12




                                                                                                                                                                                                                                                                                                                                                                                                         119
                                                                                                                                                                                                                                                                                               120.2




                                                                                                                                                                                                                                                                                                                                                                                                                 .8
                                                                                                                                                                                                                                                                                                        .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING TREES
                                                                                                                                                                                                                                                                                  120.
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                                                                                                                                                                                                                                                                                                                                                                                              119 4

                                                                                                                                                                                                                                                                                                                                                                                                          .0
                                                                                                                                                                                                                                                                                   120.




                                                                                                                                                                                                                                                                                                                                                                                               119




                      123.8
                                                                                                                                                                                                                                                   Ex




                                                                                                                                                                                                                                                                          120.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Ex
                                                                                                                                                                                                                                                   E




                                                                                                                                                                                                                                                                                       4




                                                                                                                                                                                                                                                                                                                                                                                                 .2
                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                      E




                                                                                                                                                                                                                                                                                         6




                                                                                                                                                                                                                                                                                                                                                                                                   .




                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED B2 KERB.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    116.0            PROPOSED MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                119>                                                        REFER IPWEA SRD DRG
                                                                                                                                                                                                                                                                                                                                                                            > 8
                                                                                                                                                                                                                                                                                                                                                                                   .6
                                                                                                                                                                                                                                                                                                                                                                                                                                            RS-080 FOR DETAILS.
                                                                                                                                                                                                                                                                                                                  >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                           119.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ExS
                                                                                                                                                                                                                                                                                                                                                                     >
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                                                                                                                                                                                                                                                                                                                                >           >        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED BUILDING SETBACK
                                      ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED STORMWATER PIPE
                                                                                                                                                                                                                                                                      Ex

                                                                                                                                                                                                                                                                         Ex




                                                                                                                                                                                                                        1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ex
                                                                                                                                                                                                                                                                         E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED STORMWATER PIT & MANHOLE
                                                                                                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W
                                                                       123.4




                                                                                                                                                                                                                     SP161937
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED CONCRETE PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            

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