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Approved Plans OPW26_0105 · OPW26/0105

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                           NOOSA COUNCIL
                           APPROVED PLAN
                                                                                                                                                                                                                 Ø225 PVC                                                                 Ø225 PVC                                                                                                                                                                         LEGEND
                                                                                                                                                                                                                 US IL    1.75                                                            US IL      1.65
                        OPW26/0105 29 SEP 2026                                                                                                                                                                   DS IL    1.67                                                                                                                                                                                                                                                               PROPOSED PAVEMENT TYPE 1 (HEAVY VEHICLE PATH) - REFER
                                                                                                                                                                                                                                                                                          DS IL      1.64
                                                                                                                                                                                                                 LENGTH 14.75m                                                            LENGTH     1.35 m                                                                                                                                                                                  CIVIL DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS
                                                                                                                                                                                                                 GRADE    0.50 %                                                          GRADE      0.50 %                                                                                                                                                                                  PROPOSED PAVEMENT TYPE 2 (FLEXIBLE ASPHALT) - REFER CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS




                                                                                                                                 8
                                                                                                    24
                                                                                                                                                                                            1/1                                                              2/1




                                                                                                                             .43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED PAVEMENT TYPE 3 (FOOTPATH AREAS) - REFER CIVIL




                                                                                                  .3




                                                                                                                          P2
                                                                                               P2




                                                                                                                                                          8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS




                                                                                                                                                     .50
                                                                                                         NO PARKING




                                                                                                                                                  P2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED PAVEMENT TYPE (HYDRAPAVE) - REFER CIVIL




                                                                                                                                    PARKING




                                                                                                                                                            1
                                                                                                                                      NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DETAILS SHEET NA251816-0000-C10-0001 FOR DETAILS




                                                                                                                                                        .52
                                                                                          0




                                                                                                                  80 85
                                                                                        8




                                                                                                                                                      P2
                                                                                    2.3




                                                                                                               2.4 X2.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED STRUCTURAL SLABS




                                                                                  EX




                                                                                                                   E




                                                                                                                                         4    2
                                                                                                                                     2.5
                                                                                                                                   EX
                                                                                                               EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DEVELOPMENT SITE BOUNDARY
                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED STORMWATER PIPE




                                                                                                                                                                                                                                                                                                                           1.9

                                                                                                                                                                                                                                                                                                                                    EX
                                                                                                                                                                                                                                                                                                                               9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED SEWER




                                                                                                                                                                                                                                                                                                                               3

                                                                                                                                                                                                                                                                                                                                        2. 0
                                                                                                                                                                                                                                                                                                                                    B




                                                                                                                                                                                                                                                                                                                                              45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED ROOFWATER DRAINAGE PIPE - Ø225 uPVC UNO AT




                                                                                                                                                                                                                                                                                                                                                                                             EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MIN 0.5%




                                                                                                                                                                                                                                                                                                                               P2
                                                                                                                                                                                              NEW EXTENSION FFL 2.540                                                                                                                         EX




                                                                                                                                                                                                                                                                                                                                                                                                1. 6
                                                                                                                                                                                                                                                                                                                                  .1



                                                                                                                                                                                                                                                                                                                                                  EX 079
                                                                                                                                                                                                                                                                                                                                    40




                                                                                                                                                                                                                                                                                                                                                                                                    94
                                                                                                                                                                                               TOP OF 150mm SUBBASE                                                                                                                                                                                                                                                               P12.50     FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                    2.0
                                                                                                                                                                                                                                                                                                                                                    2.
                                                                                                                                                                                                                                                                                      NEW EXTENSION FFL 2.800




                                                                                                                                                                                                                                                                                                                                                        66
                                                                                                                                                                                                LAYER 2.350 BE 2.200                                                                   SUSPENDED PLATFORM                                                                                                                                                                        EX12.50     EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                            9
                                                                                                                                                                                                                                                                                                                                                                   EXISTING SLAB TO REMAIN




                                                                                                                                                                                                                                                                                                                                                                                                        .71
                                                                                                                                                                                                                                                                                       OVER CONCRETE SLAB                                       8                                                                                                                                            PROPOSED WHEELSTOP - REFER CIVIL DETAILS SHEET
                                                                                                                                                                                                                                                                                                                                      40     .07




                                                                                                                                                                                                                                                                                                                                                                                                     P1
                                                                                                                                   EX                                                                                                                                                                                               .1     2                                                                                                                                       WS
                                                                                                                                                                                                                                                                                                                                 P2      EX                     KERB TO BE DEMOLISHED                                                                                                        NA251816-0000-C10-0003 FOR DETAILS
                                                                                                             EX

                                                                                                                                                                        NEW EXTENSION FFL 2.800

                                                                                                                                     2.5
                                                                                                             2. 4 X 2.


                                                                                                                                                              42                                                                                                                                                                                                                                                                                                                             PROPOSED BOLLARD - REFER CIVIL DETAILS SHEET




                                                                                                                                                                                                                                                                                                                                                     EX
                                                                                                                                                                                                                                                                                                                                   P2
                                                                                                                                        43
                                                                                                                                                                         TOP OF 150mm SUBBASE
                                                                                                                 72 454


                                                                                                                                                          2.5                                                                                                                                                                                                                                                                                                                       B
                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                       2.0
                                                                                                                                                                                                                                                                                                                                    .12
                                                                                                                                                                          LAYER 2.610 BE 2.460                                                                                                                                                                                                                                                                                               NA251816-0000-C10-0003 FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                           17
                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                     P
                                                                                                                           7




                                                                                                                                                                                                                                                                                                                                   EX



                                                                                                                                                                                                                                                                                                                                                     EX
                                                                                                                          7                                                                                                                                                                                                            2.1
                                                                                                                       2.4                                                                                                                                                                                                                                                                                                                                                 EXISTING SERVICES LEGEND




                                                                                                                                                                                                                                                                                                                                                       2. 0
                                                                                                                                                                                                                                                                                                                                             11




                                                                                                                                                                                                                                                                                                                                                           18
                                                                                                                EX




                                                                                                                                                                                                                                                                                                                                                                                 EX                                                                                                          EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                       1.7




                                                                                                                                                                                                                                                                                                                                                                                  1.6
                                                                                                                                                                                                                                                                                                                                                                                   P
                                                                                                                                                                                                                                                                                                                                                                                           06                                                                                                EXISTING SEWER




                                                                                                                                                                                                                                                                                                                                                                                      81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  61.00      EXISTING CONTOURS - 0.20m INTERVAL
                                                                                                                                                                                                                                                                                                                               EX
                                                                                                                                                                                                                                            DP




                                                                                                                                                                                                                                                                                                                                 EX .265
                                                                                                                                                                                                                                                                      51
                                                                                                                                                    4
                                                                                                                                                  .53




                                                                                                                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                                                                                                                                   2.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOTES




                                                                                                                                                                                                                                                                 2.6
                                                                                                                                                                                                                                                                 EX
                                                                                                                                              P2




                                                                                                                                                                                                                                                                                                                                       65
                                                                                                                                                                                                                                      17
                                                                                                                                                           EX




                                                                                                                                                                2.5


                                                                                                                                                                                                                                  2.5
                                                                                                                                                                   02                                                                                                                                                                                                                                                                                                      1.   AREAS TO BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPE ARCHITECTS
                                                                                                                                                                                                                               EX                        B
                                                                                                                                                                                                                                                                             DP                                                                                                                                                                                                 PLANS.
                                                                                                                                                                                                                                                                                                                                                      B                                                                                                                    2.   GRADE LANDSCAPE AREA AT MAX 1V:3H (UNO).
                                                                                                                                     EX 426 39




                                                                                                                                                                                                                                                                       EX
                                                                                                                                                                                                                                    34
                                                                                                                                                                                                                                                                           2.4                                                                                                                                                                                             3.   GRADE LANDSCAPED AREAS TO DRAIN TO SURFACE INLET PITS.
                                                                                                                                       2. .4

                                                                                                                                            30




                                                                                                                                                                                                                                                                                           REFER STRUCTURAL DWGS FOR
                                                                                                                                                                                                                                 2.4
                                                                                                                                     EX EX2




                                                                                                                                                                                                                                                                                 40
                                                                                                                                        2.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4.   REFER TO ARBORIST REPORT FOR TREE EXCLUSIONS ZONES.
                                                                                                                                                                                                                               EX


                                                                                                                                                                                                                                                                                           FORECOURT PAVEMENT DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5.   GENERAL CARPARK AND INTERNAL LINEMARKING TO ARCHITECTS DETAILS.
                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6.   REFER ELECTRICAL, HYDRAULIC & LANDSCAPE DRAWINGS FOR CONDUIT




                                                                                                                                                                                                                                                                                                                                                                            08
                                                                                                                                                                                                                                                                                                                                                           1.8




                                                                                                                                                                                                                                                                                                                                                                          1.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LOCATIONS. PIPEWORK TO BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.




                                                                                                                                                                                                                                                                                                                                                              07



                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           7.   TRAFFIC MANAGEMENT PLAN TO BE SUBMITTED AND APPROVED BY THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SUPERINTENDENT, ACOR AND (COUNCIL) PRIOR TO COMMENCING WORK.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.   REFER TO HYDRAULIC DRAWINGS FOR DETAILS OF PUMPS AND TANKS.




                                                                                                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                                                                                                                                                    .74
                                                                                                                                                                                                                                                                                                                                                                                             EXISTING TREE TO BE REMOVED




                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STRUCTURE SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STRUCTURE                                      COVER     STRUCTURE                 STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               COVER TYPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TYPE                                          DIM     DIMENSIONS                     NO.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SURFACE INLET CLASS B GALVANISED               600 x 600 PRECAST                   1/1 2/1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MILD STEEL GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         HINGED TO FRAME
   20cm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOTE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ALL PLASTIC WHEEL STOPS TO BE REPLACED WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONCRETE WHEEL STOPS ACROSS THE SITE.
   10cm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                \\briproj1\projects\NA25\NA251816\Drawings\CAD\CIV\Drawings\NA251816-0000-C05-0001.dwg
                                                                                                                                                                                                                                                                                                                                                                                                                                                   ENGINEER'S CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                   NAME:
                                                                                                                                                                                                                                                                                                                                                                                                                                                   RPEQ No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                   SIGNED:

                                                                                                                                                  North                         Scale                                                                   Client                                                Architect                                                                                                                            Project                                                Drawing Title
                                                                                                                                                                                                                                                                                                                                                                                                                ACOR Consultants Pty Ltd
                                                                                                                                                                                        0       2        4                8                12m           ALDI STORES                                                                                                                                                                               NOOSAVILLE ALDI                                        CIVIL SERVICES
                                                                                                                                                                                                                                                                                                                                                                                                                   Level 7, 104 Melbourne Street
   1cm at full size




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GENERAL ARRANGEMENT PLAN
                                                                                                                                                                                        SCALE BAR    1:200 @A1     1:400 @A3
                                                                                                                                                                                                                                                                                                                                                                                                                       South Brisbane QLD 4101
                                                                                                                                                    CHECK ORIENTATION                                                                                                                                                                                                                                                       T +61 7 3844 5900




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Jul 10, 2026 - 11:07am
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Drawn             Designed      Q.A. Check   Date        Scale @ A1

                         C     ISSUE FOR TENDER                                                             10.07.26          JG         PK                                                                                                                                                                                                                                                                                                        201 WEYBA ROAD NOOSAVILLE QLD 4566                     JG                PK            SS           10.07.26    1:200
   0




                         B     ISSUE FOR TENDER                                                             09.07.26          JG         PK                                                                                                                                                                   110 GOTHA STREET FORTITUDE VALLEY QLD                                                                                                                                                       Project No.       Drawing No.                                Issue
                         A
                      Issue.
                               90% DD ISSUE
                               Description
                                                                                                            26.06.26
                                                                                                               Date
                                                                                                                              JG
                                                                                                                          Drawn
                                                                                                                                         PK
                                                                                                                                    Approved
                                                                                                                                                                                            PRINT IN COLOUR                                                                                                   T: 07 3252 1188                                                                                                                                         FOR TENDER                          NA251816          C05-0001                                    C
   -1




       © Set
Document
            COPYRIGHT of this design and plan is the property of ACOR Consultants Pty Ltd, ACN 079 306 246 ABN 40 079 306 246, all rights reserved. It must not be used, modified, reproduced or copied wholly or in part without written permission from ACOR Consultants Pty Ltd.
               ID: 25023562
Version: 1, Version Date: 30/07/2026

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