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ADAMS+SPARKES Town Planning Report

Attached to the e-mail Multiple Housing Type 2 Duplex & Operational Works - IDAS Forms, Cover letter & Report - MCU17/0076 & OPW17/0224.

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       LEGEND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
                                    SITE BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                                                                                  COLOUR SEPARATION FOR GREATER CLARITY. WORKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
                  XX.XX             DESIGN CONTOURS (AT 0.10m INTERVALS)                                                                                                                                                                                                                                                                                                                                                                                                                                           THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
                                    EXISTING KERB                                                                                                                                                                                                                                                                                                                                                                                                                                                                  HAVE THE CORRECT PRESENTATION AND SHOULD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
                                    EXISTING SEWERAGE
                                    EXISTING TELSTRA
                                    EXISTING WATER
                                    EXISTING OVERHEAD ELECTRICITY
                                    PROPOSED STORMWATER DRAINAGE                                                                                                                                                                                                                                                                                                                                                                                                                          PP
                                    PROPOSED CHANGE OF GRADE LINE
                                    PROPOSED STORMWATER PIT


                                    CONCRETE PAVEMENT EXTENT

                                                                                                                          5
                                    PROPOSED CONCRETE FOOTPATH                                                          RP81559


                  XX.XXXm          PROPOSED SURFACE LEVEL
                  X.X%             PROPOSED DRIVEWAY SLOPE



           CAUTION:                                                                                                                                     S
           EXISTING SERVICES IN EDWARD STREET VERGE TO BE                                                                                                                                                                                              CP
           PROTECTED AT ALL TIMES. ANY DAMAGE TO EXISTING SERVICES                                                                                                                                                                                GTP492
           TO BE REPAIRED AT CONTRACTORS EXPENSE.




     ROADWORKS NOTES




                                                                                                                                                                                                                                                                                                                                                                                                                     2         m
                                                                                                                                                                                                                                                                                                                                                                                                              1.80.75
     1.     ALL DIMENSIONS ARE TO NOMINAL LINE OF KERBS OR EDGE OF ROAD UNLESS




                                                                                                                                                                                                                                                                                                                                                          2.30

                                                                                                                                                                                                                                                                                                                                                                        2.20

                                                                                                                                                                                                                                                                                                                                                                                      2.10

                                                                                                                                                                                                                                                                                                                                                                                                    2.00

                                                                                                                                                                                                                                                                                                                                                                                                              1.90
                                                                                                                                                                                                                                                                                                                                                                                                                 1
            SHOWN OTHERWISE.
                                                                                                                                                                                                                                                                                                                FFL2.370m
      2.    CONTRACTOR IS TO REPAIR ANY DAMAGE TO EXISTING KERB AND CHANNEL,                                                                                                                      FFL2.550m
            FOOTPATH, LANDSCAPING, FENCING, ROADWAY AND REINSTATEMENT OF
            EXISTING TRAFFIC SIGNS AND PAVEMENT MARKINGS THAT HAVE BEEN                                                                                                                                                                                                                                                                                                                  15.2%




                                                                                                                                                                                                                                                                                                                                                                                                                        1.
                                                                                                                                                                                                                                                                                                                                                                                                                          65
            REMOVED OR DAMAGED DURING CONSTRUCTION WORKS.




                                                                                                                                                                                                                                                                                                                                                                                                                            9m
     3.     REMOVE THE EXISTING VEHICULAR CROSSING(S) ON THE FRONTAGE(S) OF                                                                                                                                                                                                                                     FFL2.550m




                                                                                                                                                                                                                                                                                                                                                                                                                m0
            THE SITE AND REINSTATE IN ACCORDANCE WITH COUNCIL'S GUIDELINES.                                                                                 FFL2.370m




                                                                                                                                                                                                                                                                                                                            2. 2




                                                                                                                                                                                                                                                                                                                                                   2.




                                                                                                                                                                                                                                                                                                                                                                                                              75
                                                                                                                                                                                                                                                                                                                              51 .5




                                                                                                                                                                                                                                                                                                                                                     33




                                                                                                                                                                                                                                                                                                                                                                                                           1.
                                                                                                                                                                                                                                                                                                                                4m 25




                                                                                                                                                                                                                                                                                                                                                      6m
                                                                                                                                                                                                                                                                                                                                     m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EDWARD STREET
                                                                                                                                                                                                              FFL2.700m




                                                                                                                                                                                                                                                                                                                                                                                                                0m
                                                                                                                                                                                                                                                                                                                                                                                                             75
                                                                                                                                                                                                                                                                                                                                                                                                           1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.
                                                                                                                                                                                                                                                                                             FFL2.550m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                49
                                                                                                                                                                                                                                                                                                                                       11.5%                                                                                                  1.6




                                                                                                                                                                                                                                                                                                                                                                                                                               0m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3m
                                                                                                                                                                                                                                                                                                                                                                                                                                                   08m




                                                                                                                                                                                                                                                                                                                                                                                                                                       1.
                                                                                                                                                                                                                                                                                                                                                                                                                          62

                                                                                                                                                                                                                                                                                                                                                                                                                                       62
                                                                                                                                                                                                                                                                                                                                                                                                                        1.


                                                                                                                                                                                                                                                                                                                                                                                                                                              0m
                                                                                                                                                                                   PROPOSED POOL                                                                                                                                                                                                                                               7.3%

                                                                                                                                                                                      FFL0.950m                                                                                                                                                                                  14.6%




                                                                                                                                                                                                                                                                                                                                        m
                                                                                                                                                                                                                                                                                                                                   25
                                                                                                                                                                                                                                                                                                                             2.50 2.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.50
                                                                                                                            CP                                                                                                                            6




                                                                                                                                                                                                                                                                                                                                            2.40

                                                                                                                                                                                                                                                                                                                                                   2.30

                                                                                                                                                                                                                                                                                                                                                                 2.20

                                                                                                                                                                                                                                                                                                                                                                               2.10

                                                                                                                                                                                                                                                                                                                                                                                         2.00

                                                                                                                                                                                                                                                                                                                                                                                                       1.90

                                                                                                                                                                                                                                                                                                                                                                                                                 1.80

                                                                                                                                                                                                                                                                                                                                                                                                                           1.70

                                                                                                                                                                                                                                                                                                                                                                                                                                       1.60
                                                                                                                         GTP 1838                                                                                                              RP112875
                                                                                                                                                                                                                                                                                                                                                                                                                                              7.9%
                                                                                                                                                                                   PROPOSED POOL
                                                                                                                                                                                                                                                                                                                                                                                                                         1.
                                                                                                                                                                                      FFL0.950m                                                                                                                                                                                                                                61




                                                                                                                                                                                                                                                                                                                                                                                                                                              3m
                                                                                                                                                                                                                                                                                                                                                                                                                                  3                  m
                                                                                                                                                                                                                                                                                                                                                                                                                                                  14




                                                                                                                                                                                                                                                                                                                                                                                                                                         61
                                                                                                                                                                                                                                                                                                                                       11.5%                                                                                       m
                                                                                                                                                                                                                                                                                                                                                                                  15.4%                                                        1.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8m
                                                                                                                                                                                                                                                                                                                                                                                                                                       1.
                                                                                                                                                                                                                                                                                             FFL2.550m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 45
                                                                                                                                                                                                                                                                                                                                                                                                           1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.
                                                                                                                                                                                                                                                                                                                                                                                                              75
                                                                                                                                                                                                                                                                                                                                                                                                                0m
                                                                                                                                                                                                                                                                                                                                2.50

                                                                                                                                                                                                                                                                                                                                            2.40

                                                                                                                                                                                                                                                                                                                                                   2.30

                                                                                                                                                                                                                                                                                                                                                                 2.20

                                                                                                                                                                                                                                                                                                                                                                           2.10

                                                                                                                                                                                                                                                                                                                                                                                         2.00

                                                                                                                                                                                                                                                                                                                                                                                                      1.90

                                                                                                                                                                                                                                                                                                                                                                                                                1.80
                                                                                                                                                                                                              FFL2.700m                                                                                                                                                                                                                 WM




                                                                                                                                                                                                                                                                                                                                     m
                                                                                                                                                                                                                                                                                                                               5m 25
                                                                                                                                                            FFL2.370m             FFL2.550m




                                                                                                                                                                                                                                                                                                                             52 2.5




                                                                                                                                                                                                                                                                                                                                                          6m




                                                                                                                                                                                                                                                                                                                                                                                                           1.
                                                                                                                                                                                                                                                                                                                                                    33




                                                                                                                                                                                                                                                                                                                                                                                                             75
                                                                                                                                                                                                                                                                                                                            2.




                                                                                                                                                                                                                                                                                                                                                   2.




                                                                                                                                                                                                                                                                                                                                                                                                                0m
                                                                                                                                                                                                                                                                                                                                                                                                                               m
                                                                                                                                                                                                                                                                                                                FFL2.550m                                                                                                  536
                                                                                                                                                                                                                                                                                                                                                                                                                        1.
                                                                                                                                                                                                                                                                                                                                                                                         17.8%




                                                                                                                                                                                                                                                                                                                                                                                2.10

                                                                                                                                                                                                                                                                                                                                                                                             2.00




                                                                                                                                                                                                                                                                                                                                                                                                                         1.70
                                                                                                                                                                                                                                                                                                                                                                                                                1.80
                                                                                                                                                                                                                                                                                                                                                      2.30

                                                                                                                                                                                                                                                                                                                                                                   2.20




                                                                                                                                                                                                                                                                                                                                                                                                      1.90

                                                                                                                                                                                                                                                                                                                                                                                                                        1.
                                                                                                                                                                                   FFL2.370m                                                                                                                    FFL2.370m




                                                                                                                                                                                                                                                                                                                                                                                                                          63
                                                                                                                                                                                                                                                                                                                                                                                                                           1m
                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                SP268656




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONSTRUCTION NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ALL PROPOSED WORKS ARE TO BE CONSTRUCTED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONJUNCTION WITH GENERAL NOTES ON DRG No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C001 WHICH IS TO BE REQUESTED AND VIEWED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PRIOR TO COMMENCEMENT OF CONSTRUCTION IF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NOT SUPPLIED.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PRELIMINARY
                                                                                                         NORTH POINT:             ARCHITECT:                            CLIENT:                                                                                                                                         SCALE BARS:                                                                                                           PROJECT:                                         DRAWING TITLE:

                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED DEVELOPMENT                           ACCESS & GRADING                                           7508
                                                                                                                                               ICON BUILDING                           THE PROPERTY                                                                                                                         0                       2                                        4                            6m                      25 EDWARD STREET,                            LAYOUT PLAN                                      JOB No.
                                                                                                                                                  DESIGN                                   CLINIC
                                                                                                                                                                                                                                                                           Unit 5B/85 Hudson Road
                                                                                                                                                                                                                                                                              Albion, QLD 4010                                                     SCALE 1:100 @ A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOOSAVILLE, QLD, 4566.
01         PRELIMINARY ISSUE                                               13.06.17    IE
                                                                                                                                                                                                                               ABN 82 115 498 023
                                                                                                                                                                                                                          E-mail: [email protected]                      Phone: 3857 7868
                                                                                                                                                                                                                                                                                Fax: 3262 7359                                                                                                                                                                                                 DESIGNED:        APPROVED:            RPEQ No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C300           01
                                                                                                                                                                                                                      C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV        DESCRIPTION                                                      DATE      DRAWN   APPROVED                                                                                                                                                                                                                                                                                                                                                                                         IERNST                                               DWG. No.     REVISION
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