NA251816_Opw_Drawings · OPW26/0105

                                                                                                                                                                                                                          Ø225 PVC                                                                  Ø225 PVC                                                                                                                                                                         LEGEND
                                                                                                                                                                                                                          US IL    1.75                                                             US IL      1.65
                                                                                                                                                                                                                          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




                   © 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.