Skip to the record
Accept no substitutions.

Council archive · source document

OPW Civil Plans RFI Response · OPW25/0057

of 54

Check the original when the exact wording matters.

Plans and drawings: the text below has words only, no drawings.

Very large file (12.9 MB): may take a few minutes to open.

Log in to see the plans as drawn

Original PDF page 22, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                          29


                                                                                                                                                                                                                                                                                                                                                                                                                                                               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    19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        21




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   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
                                                                                                                                             1
                                                                                                                                             4.26




                                                                                                                                                                                                                                                                                      1.2m
                                                                                                                                                                                                                                                                                      EMT
                                                                                                                                                                                                                                                                                                              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
                                                                                                                              B
                                                                                                                             1028 KERB                                                          0.5m WIDENING                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED CONCRETE DRIVEWAY &
                                                                                                                                                                                                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
                                                                                 1.75m(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,
                                                                                                                                                E                                                                                                                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
                                                                                                           E    17/06/2025    RFI STORMWATER AMENDMENTS                          SK
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 :      E
                                                                                                           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 4 July 2025 - 5:06 PM

Used in these records

About this file

File size
12.9 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

OPW Civil Plans RFI Response.pdf · 12.9 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.