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132003.221152.5 - Approved Plans

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

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                                                                                A                                                                                                                                                                                 PROPOSED CONCRETE SLAB AND UPTURN CLAD IN
                                                                                -                                                                                                                                                                                 STONE                                                                                 APPROVED PLANS
                                                                                                                                                                                                                                                                  NEW SOIL                                                                               132003.221152.5
                                                                                                                                                                                  C
                                                                                                                                                                                  -
                                                                                                                                                                                                                                                                  SLAB TO ENG. DETAIL
                                                                                                                                                                                                                                                                                                                                                         NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                       15 SEPTEMBER 2016

                                                                                                                                                            19.00




                                                                                                                                                                                                     BOUNDARY
                                                                                                                                                            18.50

                                                                                                                                                            18.00
                                                                                                                                                                                                                                   FALL
                                                                                                                                                            17.50

                                                                                                                                                            17.00

                                                                                                                                                                                                 3188                                                             PIER TO ENG. SPEC.
                                                                                                                                                            16.50

                                                                                                                                                            16.00




                                                                                                                                                                           1867
                                                                                                                                                                                      ℄


                                                                                                                                                            15.50
                                                                                                                                                                                  ℄
                                                                            TOF 18.81                                                                       15.00

                                                                                                                                                            14.50

                                                                                                                                                            14.00


                                                                        TOW 17.81                      RL. 17.81
                                                                                                                                                            13.50

                                                                                                                                                                                                                APPROXIMATE LOCATION OF EXISTING SEWER

                                                                                                                                                     SECTION 'A'
                                                                                                                                                     S C A L E      1 : 5 0 @ A1




                        B
                        -
                                                                                                                                                                                                                                                                  PROPOSED CONCRETE SLAB AND UPTURN CLAD IN
                                                                                                                                                                                                                                                                  STONE

                                                                                                                                                                                                                                                                  NEW SOIL

                                                                                                                                                                                                                                                                  SLAB TO ENG. DETAIL




                                                                                                                                                                                                                                                                                                                    BOUNDARY
                                                                                                                                                                                                                                                                  PIER TO ENG. SPEC.


                                                                                                                                                           19.00




                                                                                                                                                                                                  BOUNDARY
                                                                                                                                                           18.50                                                                                                                                                                                                          GLASS BALUSTRADE

                                                                                                                                                           18.00
                                                                                                                                                                                                                                  FALL
                S E W E R L O C AT I O N                                                                                                                   17.50




                                                                                                                                                                                                                                                                                                                                  1000
                 S C A L E          1 : 50 @ A1
                                                                                                                                                           17.00

                                                                                                                                                           16.50

                                                                                                                                                           16.00                                                                                                                                                                                                          STONE CAP TO FUTURE SPEC.

                                                                                                                                                           15.50

                                                                                                                                                           15.00                                                                                                                                                   20
                                                                                                                                                                                                                                                                                                                                                                          WATERPROOF MEMBRANE




                                                                                                                                                                                          4769
                                                                                                                                                           14.50                                                                                                                                                                                                          STEEL EDGE
                                                                                                                                                                                                                                                                                                                                                                          80/20 MIX
                                                                                                                                                           14.00
                                                                                                                                                                                                                      2075                                                                                                                                                CORFLUTE
                                                                                                                                                                                                                                                                                                                                                                          GEOTECH FIBRE




                                                                                                                                                                                                                                                                                                                   470
                                                                                                                                                           13.50
                                                                                                                                                                                                                                                                                                                                                                          50MM BED OF COARSE RIVER SAND
                                                                                                                                                           13.00                                   ℄


                                                                                                                                                           12.50                                                                                                                                                                                                          30MM ATLANTIS DRAINAGE
                                                                                                                                                                                          ℄
                                                                                                                                                                                                                                                                                                                                                                          CELL
                                                                                                                                                           12.00                                                                                                                                                                                                          SLAB TO ENG. SPEC.




                                                                                                                                                                                                                                                                                                                   250
                                                                                                                                                           11.50

                                                                                                                                                           11.00                                                                                                                                                                                                          DRIP GROOVE
                                                                                                                                                                                                                       APPROXIMATE LOCATION OF EXISTING SEWER
                                                                                                                                                     SECTION 'B'                                                                                                                                                               D E TA I L ' C ' | G R A S S E D T E R R A C E
                                                                                                                                                     S C A L E      1 : 5 0 @ A1                                                                                                                                               S C A L E   1 : 1 0 @ A1




                                                                                                                                                                                                                                                                                                                                                                       PRELIMINARY
                                                                                    PROJECT:

                                                                                    RESIDENCE AT 12 PARK RD, NOOSA HEADS
                                                                                                                              AMENDENT
                                                                                                                              ISSUE   DATE       DETAILS
                                                                                                                                                                                                  THE DESIGNER MUST BE PRESENT ON-SITE FOR THE POSITIONING OF ALL PLANTS.                               DRAWING:                                                          DWG No:    MB_12PR_08   CHECKED: MB
                                                                                                                              A       29.03.16   FOR INFORMATION

The Stable, 105 Lawrence St, Alexandria, Sydney, NSW, 2015, Australia               CLIENT:
                                                                                                                              B       08.07.16   FOR INFORMATION                                  CONTACT DESIGNER IF DISCREPANCIES OCCUR BETWEEN LANDSCAPE AND CONSULTANTS DOCUMENTS.
                                                                                                                                                                                                  BUILDER TO CHECK AND VERIFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION.
                                                                                                                                                                                                                                                                                                         SEWER SETBACK DETAIL                                             SCALE:
                                                                                                                                                                                                                                                                                                                                                                          DRAWN:
                                                                                                                                                                                                                                                                                                                                                                                     1:50 @ A1
                                                                                                                                                                                                                                                                                                                                                                                     SM
                                                                                                                                                                                                                                                                                                                                                                                                  DATE:
                                                                                                                                                                                                                                                                                                                                                                                                  ISSUE:
                                                                                                                                                                                                                                                                                                                                                                                                               08.07.16
                                                                                                                                                                                                                                                                                                                                                                                                               B
                                                                                    PENINSULAR AVIATION PTY LIMITED TRUSTEE
PH +61 2 9565 5529 | www.mylesbaldwin.com
                                                                                                                                                                                                                                                                                                                                                                                                  THIS DRAWING IS COPYRIGHT

                                                                                    FOR THE PENINSULA AVIATION TRUST

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