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Appendix A - Engineering Design Plans - 2 of 2 · OPW25/0057

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                                                                                                                                                                                                                                                                                                                                                                                                                                                         30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C240 14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        13


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C241                                                                      C242                         C243
                                                                                                                                                                                                                                                                                                                                                                                                                                                              33



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6
                                                                                                                                                                                                                                                                                                                                                                                                                                                               34




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        25                             15



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             24                   16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  23        17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  22        18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  21         19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             KEY MAP




                                                                                                                                                                 108
                                                                                                                                28                                                                                                                27                                                                                                                                                                         26
                                                                                                                             SP176968                                                                                                          SP176968                                                                                                                                                                   SP176968                                                                                                                                                                                                                    IT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      COMMENCEMENT OF EXCAVATION




                                                                                                                                                                                                                                                                                                                   109
                                                                                                                                                                                                                            1




                                                                                                                                                                                                                                                                                                                                                 111
                                                                                                                                                                                                                            X2




                                                                                                                                                                               EXISTING DRAINAGE
                                                                                                                                                                                   EASEMENT
                                                          TC 56.884




                                                                                               CH 60.000




                                                                                                                                                                                       4m
                                                                                                                                          .261




                                                                                                                                                                                                                                                                                1.2m
                                                                                                                                                                                                                                                                                EMT
                                                                                                                                            4




                                                                                                                                                                                                                                                                                                        RP BDY
                                                                                                                                        CT 6




                                                                                                                                                            3
                                                                                                                                                          6.92




                                                                                                                                                                                                   CT 74.300




                                                                                                                                                                                                                                   CH 80.000
                                                                                                                                                         TC 6




                                                                                                               EXISTING TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LEGEND




                                                                                                                                                                                                                                                                                                                                                                                CH 100.000
                                                                                                               TO BE REMOVED




                                                                                                                                                                                                                                                                                LANDSACPE BUFFER
  REFER ROAD 1 DETAIL PLAN - SHEET 1 FOR CONTINUATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED ROAD PAVEMENT




                                                                                                                                                                                                                                                                                    10m WIDE




                                                                                                                                                                                                                                                                                                                         110
                                                                                                                                                                                                                                               10.147m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                112
                                                                                                                                                                                                               109
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED ROAD WIDENING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFER ROAD 1 DETAIL PLAN - SHEET 3 FOR CONTINUATION
                                                                                                                                                                 CONTINUOUS LINEMARKING TO
                                                                                                                                                                 EXTENT OF CHICANE                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED CONCRETE FOOTPATH 125mm THICK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SL72 MESH 32MPa REFER C260 FOR DETAILS
                                                                                                                             B2 K                                                         0.5m WIDENING                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED CONCRETE DRIVEWAY &
                                                                                                                             108 ERB
                                                                                                                                                                                          TO INSIDE CURVE                                                                                                                                                                                                                                                                                                                                                                                                                                   CARPARKING 175mm THICK SL82 MESH 32MPa
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            REFER C260 FOR DETAILS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BIORETENTION BASIN FILTER SURFACE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LANDSCAPE BUFFER REFER LANDSCAPE PLANS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FOR DETAILS
                                                                                                                                                                       3.5m
                                                                       3.5m




                                                                                                                                                                                                                                                         23m
                                                                                                                                                                                                                                               3m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED STORMWATER DRAINAGE
                                                                                                  5
                                                                                                  A                                                                                                                                                                                                                                                    ROAD 1                                                                                                                                                                                                                                                                               PROPOSED SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED SEWER MAIN MAINTENANCE HOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED SEWER MAIN MAINTENANCE SHAFT
                                                                                                                                                                                                                                               3m




                                                                                                                             B1 K                                                                                                  4                                                                                                  1.5m                 6.3m                                        6.3m                                         1.5m                                                                                                                                                                                    PROPOSED WATER MAIN
                                                                                                                                  &C                                                                                               A
                                                                                        0.5m WIDENING                                                                                                                                                                600 CHANNEL                                                                                  600 CHANNEL                                                                                                                                                                                                                                                               PROPOSED WATER VALVE
                                                                                        TO INSIDE CURVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED FIRE HYDRANT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.8m
                                                                                                                                                                                                               2.5m




                                                                                                                                                                                                                                                                                                                                                                                             2.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING COMMUNICATIONS CABLES
                                                                                                                                                                                                               1.35m




                                                                                                                                                                                                                                                               B2 KERB                                                                                                      B2 KERB




                                                                                                                                                                                                                                                                                                                                                                                                                                            111
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING OVERHEAD ELECTRICAL




                                                                                                                                                                                                                                                                                                                                                                                                      1.5m (UNITYWATER)
                                                                                                                                                                                                                                                                                                                                                                                                                          WATER ALIGNMENT
                                                                                                                                                                                                               2m




                                                                                                                                                                                                                                                                                                                                                                                                                                              2m
                                                                                                                                                                                                                           2.75m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            INTERFACE / CHANGE OF GRADE
                                                                                 1
                                                                                 C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING SITE BOUNDARY
                                                                                                                                                                                                               1m




                                                                                                                                                                                                                                                                               RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING TREES
                                                                                               PROPOSED 900x900 FIELD
                                                                                               INLET TO CAPTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10   DESIGN SURFACE CONTOURS (250mm INTERVALS)
                                                                                               RUNOFF FROM RESERVE
                                                                                                                                                                                                                                           1
                                                                                                                                                                RESERVE                                                                    N                                                                   PROPOSED 2m WIDE                                                                                                                                                                                                                                                                                                        10   EXISTING SURFACE CONTOURS (250mm INTERVALS)
                                                                                                                                                                                                                                                                                                               CONCRETE FOOTPATH                                  PROPOSED CONCRETE
                                                                                                                                                                               109                                                                                                                                                                                                                                                                                           PROPOSED 6m WIDE TYPE A
                                                                                                                                                                                                                           PROPOSED 900x900 FIELD INLET                                        110             GENERALLY IN ACCORDANCE                            CARPARKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONCRETE DRIVEWAY TO
                                                                                                                                                                                                                           FOR LOT 2 STW CONNECTION.                                                           WITH IPWEA STD DRG RS-065                                                                                                                                     LOT 2 IN ACCORDANCE WITH
                                                                                                                                                                                                                           PROVIDE A Ø225 PVC STUB                                                             AND NSC ADDENDUMS                                                                                                                                             NSC STD DRG RS-051
                                                                                1.5m(UNITYWATER)
                                                                                                                                                                                                                                                                                                                                                                                LOT 2                                                                    112
                                                                                                                                                                                                                       1.5m (UNITYWATER)
                                                                                SEWER ALIGNMENT                                                                                                                        WATER ALIGNMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE 1:100 (A1) - 1:200 (A3)
                                                                                                                                                                                                                                                         ENERGY SERVICE PROVIDERS                                                      TELECOMMUNICATIONS
                                                                                                                                                                                                                                                          AGL                                                                           SERVICE PROVIDERS                                                                                          elstra
                                                                                                                                                                                                                                                                                     ERGON.                                                                                                                                                              AUSTRALIA                                                                                                                                                                               Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                     ENERGY
                                                                                                                                                                                                                                                                                                          energex                                      Telstra        visionstream                                                                                                                                                                                                                                                               Check Site boundary dimensions from the Title plans
                                                                                                                                                                                                                                                                      origin
                                                                                                                                                                                                                                                     NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
                                                                                                                                                                                                                                                                                                                                        OPTUS
                                                                                                                                                                                                                                                                                                                                NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
                                                                                                                                                                                                                                                                                                                                                                                                    WARNING: OPTIC FIBRE                                                                                                                                                                                                                         Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                           PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED                                                                                           EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
                                                                                                                                                                                                                                                                                                                                      PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED                                                                                                                                                                                                                                                             the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                           PRIOR TO START OF CONSTRUCTION. PHONE DBYD                                 PRIOR TO START OF CONSTRUCTION. PHONE DBYD                    VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                           SERVICE LOCATIONS ON 1100 FOR DETAILS.                                     SERVICE LOCATIONS ON 1100 FOR DETAILS.                        BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 contractor prior to commencement of works.

                                                                                                                                                                                                                                                               Approved
Checked -                                                         CT                                                                                                                                                                                                                                                           Drawing title -                                                        Project -                              PROPOSED 1 INTO 3                                                                                  Site -                                                                                          Project No.     233467                 Sheet No.                      C241
Design -                                                    SK                Drawn -     SK               D    24/03/2025   UPDATED PROJECT NAME                             SK                                                                                                                                               ROAD 1 DETAIL PLAN - SHEET 2                                                                                  DEVELOPMENT                                                                                        62 LAKE MACDONALD DRIVE,                                                                        Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 C240-C243 ROAD 1 DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PLANS                                      Issue :      D
                                                                                                           C    14/03/2025   UPDATED LOT LAYOUT                               SK
Scales -                                                    AS SHOWN                                       B    20/09/2024   ISSUE FOR APPROVAL                               SK                                                                               COVEY ASSOCIATES PTY LTD              124 DUPORTH AVENUE                                                                               Client -
                                                                                                                                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL                                                                                      COOROY                                                                                           This Document is copyright and shall not be copied
                                                                                                           A     10/01/24    ISSUE FOR CLIENT REVIEW                          SK
                                                                                                                                                                                                                                                               ABN 59 137 305 992                    PO BOX 16                                                                                                                                                                                                                                                                                                                                   without written approval, nor shall it be used except
Document Stage -                                                                  APPROVAL                                                                                                                                                                     (07) 5443 7777                        MAROOCHYDORE QLD 4558                                                                                                                                                                                                                                                                                                                       for the Development and the Site Specified.
                                                                                                           Issue Date                      Description                   By                                                                                    [email protected]
                                                        c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C240-C243 ROAD 1 DETAIL PLANS.dwg                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Plot 25 March 2025 - 5:27 PM

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