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2576 - SBSMP-01 (Feb 2026)

Attached to the e-mail Fw_ Email 2 of 3 - DA lodgement - 18 Taylor Ct Cooroy Lot 2SP197518 - Combined MCU_ OPW_ RAL under CTS (Pt 2).msg.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STAGE LEGEND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STAGE 1 BOUNDARY                                                                                                                                                    PROPOSED DRAINAGE PIT                                                                                           SW                     SW                           SW                         EXISTING STORMWATER                                                                                                                                                                                                                                                                                                              EXISTING LOT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        125
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STAGE 2 BOUNDARY                                                                                                RL5.30                                              PROPOSED FINISHED LEVEL                                                                                         RM                RM                     RM                                    EXISTING SEWER RISING MAIN                                                                                                                                                                                                                             .50                                                                       EXISTING CONTOUR (INTERVAL 0.20m)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STAGE 3 BOUNDARY                                                                                                                                                                                                                                                                          S                    S                        S                          EXISTING SEWER LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EX 4.86                                                 EXISTING LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STAGE 4 BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SURFACE LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W                 W                            W                          EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SL 4.66
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STAGE 5 BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OH                    OH                           OH                              EXISTING OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.3%                                                GRADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            122
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .00                                                         PROPOSED CONTOURS                                                                                                                                                                                                                                                                                                                PROPOSED BIO RETENTION BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SURFACE FLOW DIRECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED DRIVEWAY CROSSOVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STORMWATER PIT NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1                                                                                                                                                          SW                 SW                       SW                                     PROPOSED STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RW                        RW                           RW                              PROPOSED ROOFWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       /            /               /               /        /        /           /                                               EXISTING FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                      +RL126.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           +RL126.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 +RL125.00
                                                                                                                                                                                                                                                                                                      +RL126.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      +RL125.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             +RL124.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              +RL124.50
                                                                                                                                                              +RL127.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  +RL126.00
                                                                                                                                                                               2.0m HEIGHT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.0m HEIGHT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.0m HEIGHT
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                                                                                                                                                                       FFL 125.00                                                                                                                                                                              STAGE 3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STAGE 5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FFL 125.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FFL 125.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FFL 125.00
                                                                                                                                     2.0m HEIGHT 7.0




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