ADAMS+SPARKES Town Planning Report

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
      LEGEND                                                                                                                                                                                                                                                                                                                                                                                                                                                                        COLOUR SEPARATION FOR GREATER CLARITY. WORKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
                                SITE BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                                                       THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
              XX.XX             EXISTING CONTOURS (AT 0.25m INTERVALS)                                                                                                                                                                                                                                                                                                                                                                                                              HAVE THE CORRECT PRESENTATION AND SHOULD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
                                EXISTING SEWERAGE
                                EXISTING WATER
                                EXISTING TELSTRA
                                EXISTING OVERHEAD ELECTRICTY
                                 EXISTING PROPERTY BOUNDARY                                                                                                                                                                                                                                                                                                                                                                                                PP
                                 PROPOSED BUILDING OVER LINE
                                 PROPOSED STORMWATER
                                 PROPOSED STORMWATER PIT


                                 PROPOSED BUILDING BY OTHERS
                                                                                                                   5
                                                                                                                 RP81559
                                 CONCRETE PAVEMENT EXTENT



                                 PROPOSED CONCRETE FOOTPATH



                                                                                                                                                                                          S        EX MH
      EXISTING SERVICES NOTE                                                                                                                                                                       ID 2663807                                                                                 CP
      EXISTING SERVICES MAY BE PLOTTED FROM                                                                                                                                                        SL 1.890                                                                              GTP492




                                                                                                                                               DSIL -0.270
      UNITYWATER RECORDS AND 'D.B.Y.D'. LOCATION OF                                                                                                                                                IL -0.270
      ALL EXISTING SERVICES ARE TO BE CONFIRMED ON                                                                                                                                                 D 2.160
      SITE PRIOR TO CONSTRUCTION. CONTRACTOR TO
      CONTACT 'DIAL BEFORE YOU DIG' FOR THE LOCATION
      OF EXISTING PUBLIC UTILITIES PRIOR TO
      EXCAVATION. ANY DAMAGE TO EXISTING SERVICES
      WILL BE REPAIRED BY AUTHORITIES AT THE                                                                                                                                                                                                                                                                                                                                                                 1.70
      CONTRACTORS EXPENSE.




                                                                                                                                                                                                                                 1.70
                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                        1.7




                                                                                                                                                                                          1.00m




                                                                                                                                                                                                                                                                                                                                                                                                                                    1.60
                                                                                                                                                                                                                                                                                                                                                                                                                                    1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                    1.50




                                                                                                                                                                                                                                                                                                                                                                                                                                           EDWARD STREET
                                                                                                                                                EXIST. DN150 AC SEWER MAIN (SGM2531920)
                                                                                                                                                                                                                                                                                                                                                                                                             1.60


                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                              1.6
                                                                                                                                                                                                     1.8
                                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                                                                                                                      1.70
                                                                                                                     CP                                                                                                                                                                          6




                                                                                                                                                                                                                                                                                                                                                                                        1.70
                                                                                                                                                                                                                               1.80
                                                                                                                  GTP 1838                                                                                                                                                            RP112875




                                                                                                                                                                                                                                                                                                                                                              1.70
                                                                                                                                                                                                                                                                                                                                                                                                                             WM
                                                                                                                                                                                                                                                                                                                                                                                               1.60
                                                                                                                                                                                          1.00m




                                                                                                                                                                                                                                                                                                                                                                                                                                  1.50
                                                                                                                                                                                                                                                      1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING WATER SERVICE AND
                                                                                                                                                                                               m
                                                                                                                                                                                              00




                                                                                                                                                                                                                                               1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        METER TO BE MAINTAINED OR
                                                                                                                                                                                          1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        UPGRADED AS REQUIRED TO SERVICE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        THE PROPOSED DEVELOPMENT
                                                                                                                                                      USIL -0.020




                                                                                                                                                                                                             EXISTING SEWER CONNECTION
                                                                                                                                                                                                             TO BE MAINTAINED TO SERVICE
                                                                                                                                                                                                             THE PROPOSED DEVELOPMENT
                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                       SP268656




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FOR APPROVAL
                                                                                                  NORTH POINT:             ARCHITECT:                                                                            CLIENT:                                                                                                                                             SCALE BARS:                                             PROJECT:                           DRAWING TITLE:

                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED DEVELOPMENT              CONCEPT SERVICES                                           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.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SK500            01
                                                                                                                                                                                                                                                             C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd                                                                                                                                                          DWG. No.     REVISION
REV   DESCRIPTION                                                    DATE      DRAWN   APPROVED                                                                                                                                                                                                                                                                                                                                                                 IERNST