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MCU Approved Plans

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          GENERAL SITE PLAN NOTES                                                                                                                                                                                  -
          BOUNDARY, BOUNDARY SETBACKS AND
          RL'S TO BE CONFIRMED BY QUALIFIED                                                                                             NOOSA COUNCIL
          SURVEYOR OR SUPERVISOR, PRIOR TO
          COMMENCEMENT OF WORK.
                                                                                                                                        APPROVED PLAN
                                                                                                                                     MCU16/0043 26 AUG 2016
          SUPERVISOR TO INVESTIGATE AND
          VERIFY LOCATIONS AND DEPTHS OF ALL
          UNDERGROUND SERVICES AND
          SERVICE CONNECTION POINTS PRIOR
          TO COMMENCEMENT OF WORKS.




                                                                                                                                                                   Conc Drain




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                                                                                                                                                                    160




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     160
          EARTHWORKS TO BE IN ACCORDANCE




                                                                                                                                                                                                                                                                                                                                                               ld in g




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     A/SP260160
          WITH LOCAL COUNCIL REGULATIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ld in g
                                                                                                                                                                                                                                                                                                                                                          E xi st in g B ui




                                                                                                                                                                                                                                                                                                                                                                                                                             A/SP260
          AND NATIONAL CONSTRUCTION CODE,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ly




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0/SP260




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Edge Conc Dway
                                                   Edge Bit




                                                                                                                                                                                                                         Co nc Dw ay




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C om pi le d on
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E xi st in g B ui
          VOL 2, SECTION 3.1.1 EARTHWORKS.




                                                                                                                                                                                                            8.3
          RETAINING WALLS MUST COMPLY WITH




                                                                                                                                                                                                          10
          ENGINEERS' DETAILS AND AS4678,
          EARTH RETAINING STRUCTURES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Kerb Invert
                                                                                 .7
                                                                              108




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8 .5
          HEIGHTS OF RETAINING WALLS AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           :1 0
          BOUNDARY WALLS ARE TO BE VERIFIED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                 300R C P S L: 10 8. 07




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .0 2 W a l
          WITH OWNER ON SITE PRIOR TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            108 Ret
          CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                            50,230mm 352° 1' 0" Paling Fence




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               p
                                                                                                                                                                                    IL:107.27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            To
                                                                                                                                                                                                                              108.2
                                                                                                            8.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WATER TANK




                                                                                                                                                                                                                                                                                                                                                                                             1,503




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1,504
          POWER CONNECTION TO ENERGEX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    108
                                                                                                          10




          REQUIREMENTS.                                                                                                                                                                                                                       108.1                                                                                                                                                                                                                                                                                                                                                        MB
                                                                                                                               108.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HWS
                                                                                                                                  .4
                                                                                                                               108




          STORMWATER DRAINAGE DESIGN &                                                                                                                                                           Conc Strips (Dway )
                                                                                                            8.5




          DISCHARGE TO AS 3500, SECTION 3.1.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Paling Fence
          STORMWATER DRAINAGE, NCC VOL2
                                                                                                          10




          AND LOCAL COUNCIL REQUIREMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            108.1
          SANITARY DRAINAGE DESIGN &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOOTPRINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Opal Lane
          DISCHARGE TO AS 3500, SECTION 3.1.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                4,905
                                                                                                                                                                                                                             Ja ca ra nd ah




          STORMWATER DRAINAGE, NCC VOL2
          AND LOCAL COUNCIL REQUIREMENTS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STAGE 1
                           Change in Grade




                                                                                                                                                                Opal Street


                                                                                                                                                                                                                                                                      20,107mm 262° 1' 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                      U /G Sewer Compiled Only 20,107mm 262° 1' 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20,107mm 262° 1' 0"
                                                              Cha nge in Gra de




          DRIVEWAY CROSSOVER DESIGN,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED FENCE LINE
                                                                                                                                                                                                                                                                                                                                           ld in g
                                                                                       Centreline of Rd




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DRIVEWAY
          CONSTRUCTION AND FINISH TO LOCAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BUILDING                                                                  40.14 m2




                                                                                                                                                                                                                                                                                                                                      E xi st in g B ui
                                                                                                                                                                                                                                                                                                                                                          EXISTING
                                                                                                             Change in Grade




          COUNCIL REQUIREMENTS.                                                                                                                                                                                                                                                                  33.21 m  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FOOTPRINT                                                                        6,440
          FIRE SEPARATION REQUIREMENTS TO
                                                                                                                                                                                                                                                                                                                                                          BUILDING
          PART 3.7.1 FIRE SEPARATION, NCC VOL2.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7.
                                                                                                                                            Chan ge in Grad e




                                                                                                                                                                                                                                                                                                                                                                                                                                             7.6                                                                                                      BUILDING                                                                                                            10
                                                                                                                                                                                                                                              U /G Telstra Compiled




          ALL POOL FENCING TO BE IN STRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                           10
                                                                                                                                                                                IL:107.09
                                                                                                                                                                                300R C P




          ACCORDANCE WITH MP-3.4 SWIMMING
          POOL BARRIERS, QUEENSLAND                                                                                                                                                                                                                                                               6,000                                                                                                                                                                                                                                              FOOTPRINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .7
                                                                                                                                                                                                                                                                                                                                                                       Rid ge: 111 .62




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C on c S la b
          DEVELOPMENT CODE, AS1926.1-1993 &




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .4 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               107
                                                                                                                                                  30 0R C P .0 8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       107
          AS1926.2-1995 AND PART 3.9.3                                                                                                                                                                                                                                                                                                                                                                                              5,640




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            107.5
                                                                                                                                                      IL :1 07
          SWIMMING POOL ACCESS, NCC VOL2                                                                                                                              .6
                                                                                                                                                                   107
                                                                                                                                 107.9




                                             IL :1 06 .9
                                                                                                                                                                                                                                                                                                                                                                                             LN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HWS                                                    MB
                                                                                                                                  .0




                                                                                                                                                                                                                                                                                                                                                                                         1,644




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1,504
                                                                                                                               108




                                                                                                                                                                                                                                                                                                                                                                                                                                                          Paling Fence                                                                                                                WATER TANK
                                                                                                                                                                                                                                                                                                                                                                                                                                            50,230mm 352° 1' 0"
                                                                                                                                 Edge Bit




                                                                                                                                                                                                                                                                                                                       R i d 2 .5 2
                                                                                                                                                                                                                                                                                                                            ge




          SERVICES LEGEND
                                                                                                                                                                                                                                                                                                                           11
                                                                                                                                                                                                          Chang e in Grade




                                                                                                                                                                                                                                                                                                                                                                                                                                                 18
                                 UNDERGROUND ELECTRICAL                                                                                                                                                                                                        7.
                                                                                                                                                                                                                                                                  7




                                                                                                                                                                                                                                                                                                                                                                                                                                          6/RP823
                                 OVERHEAD ELECTRICAL                                                                                                                                                                                                         10
                                                                                                                                                                107.5




                                 RAINWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                              ld in g




                                 RISING MAIN
                                 SEWER
                                                                                                                                                                                                                                                                                                                                                     E xi st in g B ui
                           Edge Bit
     R L :1 07 .8 6 b




                                 STORMWATER
     S cr ew in K er
      B en ch m ar k




                                                 108.0




                                 TELSTRA
                                 WATER
                                                                                                                                                                                                                                                                                                                         112 ge
                                                                                                                                                                                                                                                                                                                             .4 8
                                                                                                                                                                                                                                                                                                                           Rd
                                                                                                                                                                                                                                                                                                                            i




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            107
       Scale 1:200
                                             1       0            1               2    3                   4 5m

     S             M   C        F            C     C



                              PJMCCARTHY
                                                                                                                                                                                                                                                                                            REVISION SCHEDULE:                                                                                                     PROJECT INFORMATION                                                                               REAL PROPERTY DESC.                                                       SHEET INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7
© COPYRIGHT 2016




                                                                                                                                                                                                                                                                                            REV: DESCRIPTION:                                                                                    INI:   DATE:                                                                                                        LOT NUMBER:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SITE PLAN (STAGE 1)
                   COMMERCIAL AND RESIDENTIAL BUILDERS                                                                                                                                                                                                                                                                                                                                                                   PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                                             2   Preliminary Set                                                                                 DC     21/02/16                                                                                                     PLAN NO.:                                        RP82318
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Tewantin                 Drafted:         DC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REVISION:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PARISH:
                                                                                                                                                                                                                                                                                                                                                                                                                           for PJ McCarthy
                                                                                                                                                                                                                                                                                             3   Plan Amendments                                                                                 DC     29/02/16
                                                                                                                                                                                                                                                                                             4   Plan Amendments                                                                                 DC     07/03/16                                                                                                     COUNTY:                                          March                    Checked:          . PRELIMINARY                   6
                                                                                                                                                                                                                                                                                             5   Contours Added.                                                                                 DC     23/03/16                                                                                                     SITE AREA:                                       1009m²                   Approved:         . Job Number:   1502 Date: 2/05/2016
                                                                                      "your problem is our challenge"
GSPublisherEngine 0.88.100.100
                                                                                                                                                                                                                                                                                             6   File size minimized                                                                             DC     01/05/16                                                                                                     LOCAL AUTHORITY: Noosa Shire Council                                                          Sheet Number: 4 of 18
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          GENERAL SITE PLAN NOTES                                                                                                                                                                                      -
          BOUNDARY, BOUNDARY SETBACKS AND
          RL'S TO BE CONFIRMED BY QUALIFIED                                                                                               NOOSA COUNCIL
          SURVEYOR OR SUPERVISOR, PRIOR TO
          COMMENCEMENT OF WORK.                                                                                                           APPROVED PLAN
          SUPERVISOR TO INVESTIGATE AND                                                                                                MCU16/0043 26 AUG 2016
          VERIFY LOCATIONS AND DEPTHS OF ALL
          UNDERGROUND SERVICES AND
          SERVICE CONNECTION POINTS PRIOR
          TO COMMENCEMENT OF WORKS.




                                                                                                                                                                   Conc Drain




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                                                                                                                                                                    160




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     160
          EARTHWORKS TO BE IN ACCORDANCE




                                                                                                                                                                                                                                                                                                                                                               ld in g




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     A/SP260160
          WITH LOCAL COUNCIL REGULATIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ld in g
                                                                                                                                                                                                                                                                                                                                                          E xi st in g B ui




                                                                                                                                                                                                                                                                                                                                                                                                                             A/SP260
          AND NATIONAL CONSTRUCTION CODE,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ly




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0/SP260




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Edge Conc Dway
                                                   Edge Bit




                                                                                                                                                                                                                         Co nc Dw ay




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C om pi le d on
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E xi st in g B ui
          VOL 2, SECTION 3.1.1 EARTHWORKS.




                                                                                                                                                                                                            8.3
          RETAINING WALLS MUST COMPLY WITH




                                                                                                                                                                                                          10
          ENGINEERS' DETAILS AND AS4678,
          EARTH RETAINING STRUCTURES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Kerb Invert
                                                                                 .7
                                                                              108




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8 .5
          HEIGHTS OF RETAINING WALLS AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           :1 0
          BOUNDARY WALLS ARE TO BE VERIFIED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                 300R C P S L: 10 8. 07




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .0 2 W a l
          WITH OWNER ON SITE PRIOR TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            108 Ret
          CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                            50,230mm 352° 1' 0" Paling Fence




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               p
                                                                                                                                                                                    IL:107.27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            To
                                                                                                                                                                                                                              108.2
                                                                                                            8.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WATER TANK




                                                                                                                                                                                                                                                                                                                                                                                             1,503




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1,504
          POWER CONNECTION TO ENERGEX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    108
                                                                                                          10




          REQUIREMENTS.                                                                                                                                                                                                                       108.1                                                                                                                                                                                                                                                                                                                                                        MB
                                                                                                                               108.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   HWS
                                                                                                                                  .4
                                                                                                                               108




          STORMWATER DRAINAGE DESIGN &                                                                                                                                                           Conc Strips (Dway )
                                                                                                            8.5




          DISCHARGE TO AS 3500, SECTION 3.1.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Paling Fence
          STORMWATER DRAINAGE, NCC VOL2
                                                                                                          10




          AND LOCAL COUNCIL REQUIREMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            108.1
          SANITARY DRAINAGE DESIGN &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOOTPRINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Opal Lane
          DISCHARGE TO AS 3500, SECTION 3.1.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                4,905
                                                                                                                                                                                                                             Ja ca ra nd ah




          STORMWATER DRAINAGE, NCC VOL2
          AND LOCAL COUNCIL REQUIREMENTS.                                                                                                                                                                                                                                                                                                                                           STAGE 2                                                                                                                                                       STAGE 1
                           Change in Grade




                                                                                                                                                                Opal Street


                                                                                                                                                                                                                                                                      20,107mm 262° 1' 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                      U /G Sewer Compiled Only 20,107mm 262° 1' 0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20,107mm 262° 1' 0"
                                                                                                                                                                                                                                                                                                                                                                FUTURE
                                                              Cha nge in Gra de




          DRIVEWAY CROSSOVER DESIGN,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED FENCE LINE
                                                                                                                                                                                                                                                                                                                                           ld in g
                                                                                       Centreline of Rd




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DRIVEWAY
          CONSTRUCTION AND FINISH TO LOCAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BUILDING                                                                  40.14 m2




                                                                                                                                                                                                                                                                                                                                      E xi st in g B ui
                                                                                                                                                                                                                                                                                                                                                             DEVELOPMENT
                                                                                                             Change in Grade




          COUNCIL REQUIREMENTS.                                                                                                                                                                                                                                                                  33.21 m  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FOOTPRINT                                                                        6,440
          FIRE SEPARATION REQUIREMENTS TO
          PART 3.7.1 FIRE SEPARATION, NCC VOL2.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7.
                                                                                                                                            Chan ge in Grad e




                                                                                                                                                                                                                                                                                                                                                                                                                                             7.6                                                                                                      BUILDING                                                                                                            10
                                                                                                                                                                                                                                              U /G Telstra Compiled




          ALL POOL FENCING TO BE IN STRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                           10
                                                                                                                                                                                IL:107.09
                                                                                                                                                                                300R C P




          ACCORDANCE WITH MP-3.4 SWIMMING
          POOL BARRIERS, QUEENSLAND                                                                                                                                                                                                                                                               6,000                                                                                                                                                                                                                                              FOOTPRINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .7
                                                                                                                                                                                                                                                                                                                                                                       Rid ge: 111 .62




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C on c S la b
          DEVELOPMENT CODE, AS1926.1-1993 &




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .4 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               107
                                                                                                                                                  30 0R C P .0 8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       107
          AS1926.2-1995 AND PART 3.9.3                                                                                                                                                                                                                                                                                                                                                                                              5,640




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            107.5
                                                                                                                                                      IL :1 07
          SWIMMING POOL ACCESS, NCC VOL2                                                                                                                              .6
                                                                                                                                                                   107
                                                                                                                                 107.9




                                             IL :1 06 .9
                                                                                                                                                                                                                                                                                                                                                                                             LN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HWS                                                    MB
                                                                                                                                  .0




                                                                                                                                                                                                                                                                                                                                                                                         1,644




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1,504
                                                                                                                               108




                                                                                                                                                                                                                                                                                                                                                                                                                                                          Paling Fence                                                                                                                WATER TANK
                                                                                                                                                                                                                                                                                                                                                                                                                                            50,230mm 352° 1' 0"
                                                                                                                                 Edge Bit




                                                                                                                                                                                                                                                                                                                       R i d 2 .5 2
                                                                                                                                                                                                                                                                                                                            ge




          SERVICES LEGEND
                                                                                                                                                                                                                                                                                                                           11
                                                                                                                                                                                                          Chang e in Grade




                                                                                                                                                                                                                                                                                                                                                                                                                                                 18
                                 UNDERGROUND ELECTRICAL                                                                                                                                                                                                        7.
                                                                                                                                                                                                                                                                  7




                                                                                                                                                                                                                                                                                                                                                                                                                                          6/RP823
                                 OVERHEAD ELECTRICAL                                                                                                                                                                                                         10
                                                                                                                                                                107.5




                                 RAINWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                              ld in g




                                 RISING MAIN
                                 SEWER
                                                                                                                                                                                                                                                                                                                                                     E xi st in g B ui
                           Edge Bit
     R L :1 07 .8 6 b




                                 STORMWATER
     S cr ew in K er
      B en ch m ar k




                                                 108.0




                                 TELSTRA
                                 WATER
                                                                                                                                                                                                                                                                                                                         112 ge
                                                                                                                                                                                                                                                                                                                             .4 8
                                                                                                                                                                                                                                                                                                                           Rd
                                                                                                                                                                                                                                                                                                                            i




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            107
       Scale 1:200
                                             1       0            1               2    3                   4 5m

     S             M   C        F            C     C



                              PJMCCARTHY
                                                                                                                                                                                                                                                                                            REVISION SCHEDULE:                                                                                                     PROJECT INFORMATION                                                                               REAL PROPERTY DESC.                                                       SHEET INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7
© COPYRIGHT 2016




                                                                                                                                                                                                                                                                                            REV: DESCRIPTION:                                                                                    INI:   DATE:                                                                                                        LOT NUMBER:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SITE PLAN (STAGE 2)
                   COMMERCIAL AND RESIDENTIAL BUILDERS                                                                                                                                                                                                                                                                                                                                                                   PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                                             2   Preliminary Set                                                                                 DC     21/02/16                                                                                                     PLAN NO.:                                        RP82318
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Tewantin                 Drafted:         DC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REVISION:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PARISH:
                                                                                                                                                                                                                                                                                                                                                                                                                           for PJ McCarthy
                                                                                                                                                                                                                                                                                             3   Plan Amendments                                                                                 DC     29/02/16
                                                                                                                                                                                                                                                                                             4   Plan Amendments                                                                                 DC     07/03/16                                                                                                     COUNTY:                                          March                    Checked:          . PRELIMINARY                   6
                                                                                                                                                                                                                                                                                             5   Contours Added.                                                                                 DC     23/03/16                                                                                                     SITE AREA:                                       1009m²                   Approved:         . Job Number:   1502 Date: 2/05/2016
                                                                                      "your problem is our challenge"
GSPublisherEngine 0.88.100.100
                                                                                                                                                                                                                                                                                             6   File size minimized                                                                             DC     01/05/16                                                                                                     LOCAL AUTHORITY: Noosa Shire Council                                                          Sheet Number: 5 of 18

Page 3

                                                                                                                                                                                                                                                                     13,760
          GENERAL FLOOR PLAN NOTES
          STEPDOWNS TO COMPLY WITH
                                                                                  -                                                                              285                                   4,265                                                 3,460                                                     5,750
          (NATIONAL CONSTRUCTION CODE, VOL.                          NOOSA COUNCIL                                                                                                                                                   230                    3,000             230
          2, PART 3.1.2).
                                                                     APPROVED PLAN                                                                                                 230            3,025              70         1,100        70                               70             1,800      70     900       70        2,980                90
          ALL STAIRS TO BE IN ACCORDANCE
          WITH PART 3.9.1, NCC VOL2.                              MCU16/0043 26 AUG 2016                                                                                                                    4,195
                                                                                                                                                                                                                                                                  70
                                                                                                                                                                                                                                                                                                                          1,000    70        1,910
                                                                                                                                                                                                                                                                                                                                                        350
                                                                                                                                                                 230                                   4,520                            70         900      700        600 70                                 5,930                           230
          BALUSTRADE TO BE MINIMUM 1000MM                                                                                                                                                   3,100                   70         1,350                1,600                                                6,600                                                 440
          ABOVE FFL WITH NO OPENINGS
          GREATER THAN 124mm IN ACCORDANCE




                                                                                               450




                                                                                                                        230




                                                                                                                                                                                                                                                                                                                                                                                                                                450
                                                                                                                                                                                                                                                                                         A
                                                                                                                                                                                               06-24fg                                                      06-24sw                         12-15sw           09-06sw GAS BOTTLES
          WITH PART 3.9.2, NCC VOL2.                                                                                                                                              HT                                                                                                                                              HT




                                                                                                                                                                                                                     450
                                                                                                                                                                                                                                 HWS                                                                                                                    MB
                                                                                                                                                                                              @1500JH                                                                                         OBS              OBS
                                                                                                                                                                                                                                                    BULK HEAD OVER
          ALL SMOKE ALARMS ARE TO BE HARD                                                                                                                                                              OH




                                                                                                       230




                                                                                                                                                                                                                                                                                                                                                                                                                       230
          WIRED WITH BATTERY BACKUP IN                                                                                                                                                        DW                                     PTY




                                                                                                               1,100
                                                                                                                                                                                             SPACE
          ACCORDANCE WITH PART 3.7.2 SMOKE




                                                                                                                                                                        12-15sw
                                                                                                                                                                                                                                                                                                               WC




                                                                                                                                                                                                                                                                                                                                                                                                              1,915
          ALARMS, NCC VOL2 AND AS3786, SMOKE




                                                                                                                                                                                                                           62
                                                                                                                                                                                                                                                                                                  FWG




                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                              18-06dh x 3
          ALARMS.




                                                                                                                                                                                                                                                                                                                                                                                                                       2,835
                                                                                                                                                                                                                                                          MEDIA                                                                   BED-2




                                                                                                               70




                                                                                                                                                                                                                                                                                           VAN.




                                                                                                                                                                                                                                                                                                                                                                                                     3,035
                                                                                                                        4,085




                                                                                                                                                                                                                                                                                                                                                                                                                                3,755
                                                                                                                                                                                                                                     OH F
                                                                                                                                                                                                 DER




                                                                                                                                                                                                                                                                                                                                                                                                              70
                                                                                                                                                                                                                                                                                                                720
          INTERNAL WET AREAS TO BE                                                                                                                                                        OPE
                                                                                                                                                                                             N UN
                                                                                                                                                                                                                                                                                                BATH




                                                                                               4,775

                                                                                                       4,545
          WATERPROOF IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                          900




                                                                                                                                                                                                                                                                                                        720
                                                                                                                                                                                                                                       D2
          PART 3.8.1, NCC VOL2.




                                                                                                                                                                                                                                                                                    900
                                                                                                                                                                                                                                                                                                                                            VSD




                                                                                                                                                                                                                                                                                                                                                                                                                      530 70
                                                                                                                                                                                                                                                                                                                                                                                                                        1,720
                                                                                                               3,535




                                                                                                                                                                                                                                                                                                                                                                                                  530 70
                                                                                                                                                                                                                                                                                                                       820
                                                                                                                                                                                                                                                                                                                                                                 610




                                                                                                                                                                        21-24sd
                                                                                                                                                                                                                                                                                                                                            ROBE




                                                                                                                                                                                                                                       D2
          WC DOORS ARE TO BE PROVIDED WITH                                                                                                                                                                                                                                                   LINEN




                                                                                                                        70
                                                                                                                                                                                                                                                             1,500




                                                                                                                                                                                                                                                                                                                                                                                                                    90
          LIFT OFF HINGES, TO RELEVANT NCC                                                                                                            ALFRESCO                                         DINING




                                                                                                                                                                                                                                                                                                                                                                                                70
          VOL2 REQUIREMENTS.                                                                                                                                                                                                                                                                    VSD




                                                                                                                                                                                                                                                                                                                                                                                                              1,160
                                                                                                                                                                                                                                                                                                                                  ENTRY




                                                                                                                        1,000




                                                                                                                                                                                                                                                                                                                                                                                                              1,000
                                                                                                                                                                                                                                                                                                                                                820
                                                                                                       230

                                                                                                               70
          ROOM FLOOR AREAS GIVEN ARE WITHIN                                                                                                                                                                                                                            520
          FINISHED SURFACES OF WALLS                                                                                                                                                                                                                                          820




                                                                                                                                                                                                                                                                                                                                                                                                              70

                                                                                                                                                                                                                                                                                                                                                                                                                       90
                                                                                                                                 70 530
                                                                                                                                                                                                                                820




                                                                                                                                                                                                                                                                                                                                                                                610
                                                                                                                                                                                                                                                                       BR




                                                                                                               1,000
                                                                                                                                                                                                                                                                                          MH




                                                                                                                        1,130




                                                                                                                                                                                                                                             720
          INCLUDING BUILT-IN CABINETS AS PER                                                                                                                                                                                                             VAN.
          PART F1.1.1, NCC VOL2.
                                                                                                                                                                                                                                                   ENS                                                        Unit 1




                                                                                                                                                                                                                                                                                                                                            SECTIONAL
                                                                                                       3,000




                                                                                                                                                                                                                                                                                                                                             21-24OH
                                                                                                                                                                                                                                     720




                                                                                                                                                                  21-18sd
                                                                                                               70




                                                                                                                                                                                                                                                                                                                                                                                                              3,000
                                                                                                                        70
          WINDOW PLACEMENT CENTERED TO                                                                                                                                                      BED-1                                                                                                         GARAGE




                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                       D




                                                                                                                                                                                                                                                                                      NIB WALL
                                                                                                                                                                                                                                                                                     1200 HIGH
                                                                                                                                                                                                                                                    FWG




                                                                                                                                                                                                                                                                                                                                                                 90 SQ TIMBER POSTS AS
                                                                                                                                 2,400
          ROOMS UNO.
                                                                                                               1,930                                                                                                             WIR                                         LDY




                                                                                                                                                                                                                                                                                                                                                                   PER SPECIFICATION
                                                                                                                        1,800
                                                                                                                                                                                                                                                     1600

          SHELVING




                                                                                                                                                                                                                                             900
                                                                                                       190




                                                                                                                                                                                                                                                                                                                                                                                                              190
          ROBE X 1 SHELF & RAIL UNO                                                                                                                                                                                                                                                                     FRL 60/60/60                                    450
                                                                                      16,960




                                                                                                                                                                                                                                                                                                                                                                                                                                        16,960
                                                                                               6,650




                                                                                                                                                                                                                                                                                                                                                                                                                       6,190

                                                                                                                                                                                                                                                                                                                                                                                                                                8,690
          BROOM X 1 SHELF UNO
          LINEN X 4 SHELF UNO




                                                                                                                                                                                                                                             900
          STORE X 4 SHELF UNO
                                                                                                                        1,800
                                                                                                               1,930




                                                                                                                                                                                                                                                                                     1200 HIGH
                                                                                                                                                                                                                                                                                                              Unit 2




                                                                                                                                                                                                                                                                                     NIB WALL
                                                                                                                                                                                                                                                     1600
                                                                                                                                                                                                                                 WIR                                         LDY
                                                                                                                                 2,400




                                                                                                                                                                                                                                                                                                                                            SECTIONAL
                                                                                                       3,000




                                                                                                                                                                                                                                                                                                                                             21-24OH




                                                                                                                                                                                                                                                                                                                                                                                                              3,000
          70MM RECESS FOR SHOWERS IN




                                                                                                                                                                                                                                                    FWG
                                                                                                                                                                  21-18sd
          CONCRETE SLABS.                                                                                                                                                                   BED-1                                                                                                         GARAGE




                                                                                                                                                                                                                                                                       W
                                                                                                                        70




                                                                                                                                                                                                                                                                       D
                                                                                                               70




                                                                                                                                                                                                                                     720
                                                                                                                                                                                                                                                   ENS
          ADDITIONAL NOGGINGS PROVIDED AT:
                                                                                                                                 530 70
                                                                                                                        1,130
                                                                                                               1,000




                                                                                                                                                                                                                                                         VAN.




                                                                                                                                                                                                                                             720
          800 mm FOR TOILET ROLL HOLDERS                                                                                                                                                                                                                                                  MH




                                                                                                                                                                                                                                                                                                                                                                                  610
                                                                                                                                                                                                                                                                       BR
                                                                                                       230




                                                                                                                                                                                                                                                                                                                                                                                                              70

                                                                                                                                                                                                                                                                                                                                                                                                                       90
          1000 mm FOR TOWL RAILS                                                                                                                                                                                                820                                           820
                                                                                                                                                                                                                                                                     520
          1000 mm FOR TOWL RINGS
                                                                                                               70

                                                                                                                        1,000




                                                                                                                                                                                                                                                                                                                                                                                                                        1,000

                                                                                                                                                                                                                                                                                                                                                                                                                       1,160
                                                                                                                                                                                                                                                                                                                                  ENTRY




                                                                                                                                                                                                                                                                                                                                                820
                                                                                                                                                                                                                                                                                                VSD
                                                                                                                                                                 450




                                                                                                                                                                                                                                                                                                                                                                                                      70
                                                                                                                                                                        21-24sd
                           GROSS FLOOR AREA (GFA) Unit 1                                                                                                                                                                                                     1,500




                                                                                                                                                                                                                                                                                                                                                                                                                    90
                                                                                                                        70




                                                                                                                                                                                                                                                                                                                                                                                                70 530
                                                                                                                                                      ALFRESCO                                         DINING                                                                                   LINEN




                                                                                                                                                                                                                                                                                                                                                                                                              70 530
                                                                                                                                                                                                                                                                                                                                            ROBE




                                                                                                                                                                                                                                       D2




                                                                                                                                                                                                                                                                                                                                                                                                              1,720
                                                                                                               3,535




              MAIN HOUSE.                     GARAGE           20.48




                                                                                                                                                                                                                                                                                                                       820
                                                                                                                                                                                                                                                                                                                                            VSD




                                                                                                                                                                                                                                                                                                        720
                                                                                                       4,545




              MAIN HOUSE.                    MAIN HOUSE        81.49




                                                                                                                                                                                                                                       D2




                                                                                                                                                                                                                                                                                    900
                                                                                               4,775




                                                                                                                                                                                                                                                                                          900
                                                              101.97 m2




                                                                                                                                                                                                                                                                                                                                                                                                              70
                                                                                                                                                                                                                                                                                                  BATH




                                                                                                                                                                                                                                                                                                                                                              03-21sw
                                                                                                                                                                                          OPE




                                                                                                                                                                                                                                     F OH




                                                                                                                                                                                                                                                                                                                                                                                                                                3,615
                                                                                                                                                                                             N UN
              OUTDOOR AREAS.                 ALFRESCO          23.35                                                                                                                                                                                                                                            720
                                                                                                                        4,085




                                                                                                                                                                                                 DER




                                                                                                                                                                                                                         950
                                                                                                                                                                                                                                                            MEDIA                                                                 BED-2




                                                                                                                                                                                                                                                                                           VAN.




                                                                                                                                                                                                                                                                                                                                                                                                                       2,835
                                                                                                                                                                                                                                                                                                                                                                                                     3,035
                                                               23.35 m2
                                                                                                                                                                        12-15sw
                                                                                                               70




                                                                                                                                                                                                              KIT




                                                                                                                                                                                                                                                                                                                                                                                                              1,915
                                                              125.32 m2                                                                                                                                                                                                                           FWG          WC



                                                                                                                                                                                                                            0
                                                                                                                                                                                                                          62
                                                                                                               1,100




                                                                                                                                                                                                DW
                                                                                                       230




                                                                                                                                                                                             SPACE                                   PTY




                                                                                                                                                                                                                                                                                                                                                                                                                       90
                                                                                                                                                                                                       OH
                           GROSS FLOOR AREA (GFA) Unit 2
                                                                                               310




                                                                                                                                                                                                                                                    BULK HEAD OVER                         12-15sw            09-06sw
                                                                                                                        90




                                                                                                                                                                                                                               450
              MAIN HOUSE                      GARAGE           20.48                                                                                                              HT           06-24fg                               HWS                                                                                       HT                       MB
                                                                                                                                                                                                                                                            06-24sw                          OBS               OBS GAS BOTTLES
                                                                                                                                                                                              @1500JH




                                                                                                                                                                                                                                                                                                                                                                                                                                450
              MAIN HOUSE                     MAIN HOUSE        81.49




                                                                                                                                                                                                                                                                                   140
                                                                                                                                                                                                                                                                                                                                                        350




                                                                                                                                                                                                                                                                                         A
                                                              101.97 m2                                                                                                                     3,100                   70         1,350               1,600        70                                       6,600                                                 90
                                                                                                                                                                                                                                                                                                                                                                                                                                                 ELEVATIONS
              OUTDOOR AREAS                  ALFRESCO          23.35                                                                                             230                                   4,520                            70         900      700        600 70                                 5,930                           230              440
                                                               23.35 m2                                                                                                                                     4,195                                                                                                         1,000    70        1,910                                                                                                               B
                                                              125.32 m2
                                                                                                                                                                                   230            3,025              70         1,100        70                               70             1,800      70     900       70        2,980                90                                                                                       C                   A
                                                                                                                                                                                                                                       90                   3,000             90
                                                                                                                                                                 285                                    4,405                                                3,180                                                    5,890
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 D
        Scale 1:100
                                 1       0        1       2   3      4    5m                                                                                                                                                                                         13,760
     S             M   C   F     C   C



                              PJMCCARTHY
                                                                                                                       REVISION SCHEDULE:                                                                     PROJECT INFORMATION                                                                            REAL PROPERTY DESC.                                                         SHEET INFORMATION
                                                                                                                                                                                                                                                                                                                                        7
© COPYRIGHT 2016




                                                                                                                       REV: DESCRIPTION:                                           INI:       DATE:                                                                                                          LOT NUMBER:
                                                                                                                                                                                                                                                                                                                                                                                         FLOOR PLAN (STAGE 1)
                   COMMERCIAL AND RESIDENTIAL BUILDERS                                                                                                                                                                     PROPOSED RESIDENCE
                                                                                                                        2       Preliminary Set                                    DC         21/02/16                                                                                                       PLAN NO.:                  RP82318
                                                                                                                                                                                                                                                                                                                                        Tewantin                                         Drafted:            DC




                                                                                                                                                                                                                                                                                                                                                                                                                                                     REVISION:
                                                                                                                                                                                                                                                                                                             PARISH:
                                                                                                                                                                                                                             for PJ McCarthy
                                                                                                                        3       Plan Amendments                                    DC         29/02/16
                                                                                                                        4       Plan Amendments                                    DC         07/03/16                                                                                                       COUNTY:                    March                                            Checked:             . PRELIMINARY                   6
                                                                                                                        5       Contours Added.                                    DC         23/03/16                                                                                                       SITE AREA:                 1009m²                                           Approved:            . Job Number:   1502 Date: 2/05/2016
                                                "your problem is our challenge"
GSPublisherEngine 0.88.100.100
                                                                                                                        6       File size minimized                                DC         01/05/16                                                                                                       LOCAL AUTHORITY: Noosa Shire Council                                                               Sheet Number: 6 of 18

Page 4

                                                                                                                                                                                                                                                                   13,760
          GENERAL FLOOR PLAN NOTES                                                                                                                                                                              5,750                                                      3,460                                              4,265                                       285
          STEPDOWNS TO COMPLY WITH                                                -
          (NATIONAL CONSTRUCTION CODE, VOL.                                                                                                                                                                                                                  230            3,000                     230
          2, PART 3.1.2).
                                                                     NOOSA COUNCIL
                                                                                                                                                                                  90                  2,980       70      900      70      1,800             70                               70      1,100            70          3,025            230
                                                                     APPROVED PLAN                                                                                                     1,910             70   1,000                                                                                                          4,195
          ALL STAIRS TO BE IN ACCORDANCE
          WITH PART 3.9.1, NCC VOL2.                              MCU16/0043 26 AUG 2016                                                                                         350
                                                                                                                                                                                          230                              5,930                               70 600
                                                                                                                                                                                                                                                                           70
                                                                                                                                                                                                                                                                                700      900         70                        4,520                                      230
          BALUSTRADE TO BE MINIMUM 1000MM                                                                                                                      440                                                           6,600                                                 1,600                  1,350         70                3,100
          ABOVE FFL WITH NO OPENINGS




                                                                                                                                                                                                                                                  A2
                                                                                                    450




                                                                                                                                                                                                                                                                                                                                                                                                              230




                                                                                                                                                                                                                                                                                                                                                                                                                                       450
          GREATER THAN 124mm IN ACCORDANCE                                                                                                                                                            GAS BOTTLES 09-06sw                12-15sw                       06-24sw                                                     06-24fg
          WITH PART 3.9.2, NCC VOL2.                                                                                                                                                         HT                                                                                                                                                            HT




                                                                                                                                                                                                                                                                                                      450
                                                                                                                                                                                  MB
                                                                                                                                                                                                                    OBS                   OBS                                                                                     @1500JH
                                                                                                                                                                                                                                                                   BULK HEAD OVER
          ALL SMOKE ALARMS ARE TO BE HARD                                                                                                                                                                                                                                                                                            OH




                                                                                                                 230




                                                                                                                                                                                                                                                                                                                                                                                                                               230
                                                                                                                                                                                                                                                                                                      PTY                                    DW




                                                                                                                                                                                                                                                                                                                                                                                                                       1,100
          WIRED WITH BATTERY BACKUP IN                                                                                                                                                                                                                                                                                                    SPACE

          ACCORDANCE WITH PART 3.7.2 SMOKE                                                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                                                                                12-15sw
                                                                                                                                                                                                                          WC




                                                                                                                             1,915
                                                                                                                                                                                                                                                                                                                 62
          ALARMS, NCC VOL2 AND AS3786, SMOKE                                                                                                                                                                                             FWG




                                                                                                                                                                   18-06dh x 3
                                                                                                                 2,835
                                                                                                                                                                                                      BED-2                                                            MEDIA




                                                                                                                                                                                                                                                                                                                                                                                                                       70
                                                                                                                                                                                                                                               VAN.
          ALARMS.




                                                                                                                                        3,035




                                                                                                                                                                                                                                                                                                                                                                                                              4,085
                                                                                                    3,755




                                                                                                                                                                                                                                                                                                      OH F
                                                                                                                                                                                                                                                                                                                                                     DER




                                                                                                                             70
                                                                                                                                                                                                                           720
                                                                                                                                                                                                                                         BATH                                                                                                 OPE
                                                                                                                                                                                                                                                                                                                                                 N UN




                                                                                                                                                                                                                                                                                                                                                                                                                                       4,775
          INTERNAL WET AREAS TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                               4,545
                                                                                                                                                                                                                                                 900
          WATERPROOF IN ACCORDANCE WITH




                                                                                                                                                                                                                                                       900
                                                                                                                                                                                                                                   720




                                                                                                                                                                                                                                                                                                     D2
                                                                                                                                                                                           VSD




                                                                                                                    530 70

                                                                                                                                  1,720
          PART 3.8.1, NCC VOL2.




                                                                                                                                                                                                                                                                                                                                                                                                                       3,535
                                                                                                                               530 70




                                                                                                                                                                                                                  820
                                                                                                                                                              610




                                                                                                                                                                                                                                                                                                                                                                21-24sd
                                                                                                                                                                                          ROBE




                                                                                                                                                                                                                                                                                                     D2
          WC DOORS ARE TO BE PROVIDED WITH                                                                                                                                                                                                LINEN




                                                                                                                                                                                                                                                                                                                                                                                                              70
                                                                                                                                                                                                                                                                           1,500




                                                                                                                  90
                                                                                                                                                                                                                                                                                                                            DINING                                              ALFRESCO




                                                                                                                             70
          LIFT OFF HINGES, TO RELEVANT NCC                                                                                                                                                                                                VSD




                                                                                                            1,160
                                                                                                                                                                                                      ENTRY




                                                                                                                             1,000




                                                                                                                                                                                                                                                                                                                                                                                                              1,000
          VOL2 REQUIREMENTS.




                                                                                                                                                                                          820




                                                                                                                                                                                                                                                                                                                                                                                                                               230
                                                                                                                                                                                                                                                                                                                                                                                                                       70
          ROOM FLOOR AREAS GIVEN ARE WITHIN                                                                                                                                                                                                                          520
                                                                                                                                                                                                                                                             820




                                                                                                                 90

                                                                                                                             70




                                                                                                                                                                                                                                                                                                                                                                                                     70 530
                                                                                                                                                                                                                                                                                                     820




                                                                                                                                                610
          FINISHED SURFACES OF WALLS                                                                                                                                                                                                                                 BR




                                                                                                                                                                                                                                                                                                                                                                                                                       1,000
                                                                                                                                                                                                                                                MH




                                                                                                                                                                                                                                                                                              720




                                                                                                                                                                                                                                                                                                                                                                                                              1,130
          INCLUDING BUILT-IN CABINETS AS PER                                                                                                                                                                                                                                     VAN.
          PART F1.1.1, NCC VOL2.                                                                                                                                                                                        Unit 3                                                         ENS




                                                                                                                                                                                          SECTIONAL




                                                                                                                                                                                                                                                                                                                                                                                                                               3,000
                                                                                                                                                                                           21-24OH
                                                                                                                                                                                                                                                                                                      720




                                                                                                                                                                                                                                                                                                                                                                      21-18sd




                                                                                                                                                                                                                                                                                                                                                                                                                       70
                                                                                                                             3,000




                                                                                                                                                                                                                                                                                                                                                                                                              70
                                                                                                                                                                                                                      GARAGE                                                                                                          BED-1




                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                                NIB WALL
                                                                                                                                                                                                                                               1200 HIGH




                                                                                                                                                                                                                                                                                        FWG
          WINDOW PLACEMENT CENTERED TO




                                                                                                                                                      90 SQ TIMBER POSTS AS




                                                                                                                                                                                                                                                                                                                                                                                                     2,400
          ROOMS UNO.                                                                                                                                                                                                                                          LDY                                    WIR




                                                                                                                                                                                                                                                                                                                                                                                                                       1,930
                                                                                                                                                        PER SPECIFICATION




                                                                                                                                                                                                                                                                                                                                                                                                              1,800
                                                                                                                                                                                                                                                                                      1600




                                                                                                                                                                                                                                                                                               900
          SHELVING




                                                                                                                             190




                                                                                                                                                                                                                                                                                                                                                                                                                               190
                                                                                                                                                                                 450                                    FRL 60/60/60
                                                                                           16,960




                                                                                                                                                                                                                                                                                                                                                                                                                                               16,960
          ROBE X 1 SHELF & RAIL UNO

                                                                                                    8,690

                                                                                                                 6,190




                                                                                                                                                                                                                                                                                                                                                                                                                                       6,650
          BROOM X 1 SHELF UNO
          LINEN X 4 SHELF UNO




                                                                                                                                                                                                                                                                                               900




                                                                                                                                                                                                                                                                                                                                                                                                              1,800

                                                                                                                                                                                                                                                                                                                                                                                                                       1,930
                                                                                                                                                                                                                                               1200 HIGH
          STORE X 4 SHELF UNO
                                                                                                                                                                                                                        Unit 4




                                                                                                                                                                                                                                               NIB WALL
                                                                                                                                                                                                                                                                                      1600
                                                                                                                                                                                                                                                              LDY                                    WIR




                                                                                                                                                                                                                                                                                                                                                                                                     2,400
                                                                                                                                                                                          SECTIONAL




                                                                                                                                                                                                                                                                                                                                                                                                                               3,000
                                                                                                                                                                                           21-24OH
                                                                                                                             3,000




                                                                                                                                                                                                                                                                                        FWG




                                                                                                                                                                                                                                                                                                                                                                      21-18sd
          70MM RECESS FOR SHOWERS IN                                                                                                                                                                                  GARAGE                                                                                                          BED-1




                                                                                                                                                                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                              70
                                                                                                                                                                                                                                                                      D
          CONCRETE SLABS.




                                                                                                                                                                                                                                                                                                                                                                                                                       70
                                                                                                                                                                                                                                                                                                      720
                                                                                                                                                                                                                                                                                       ENS




                                                                                                                                                                                                                                                                                                                                                                                                     530 70

                                                                                                                                                                                                                                                                                                                                                                                                              1,130
          ADDITIONAL NOGGINGS PROVIDED AT:




                                                                                                                                                                                                                                                                                                                                                                                                                       1,000
                                                                                                                                                                                                                                                                                 VAN.




                                                                                                                                                                                                                                                                                              720
                                                                                                                                                                                                                                                MH




                                                                                                                                                610
          800 mm FOR TOILET ROLL HOLDERS                                                                                                                                                                                                                             BR




                                                                                                                                                                                                                                                                                                                                                                                                                               230
                                                                                                                 90

                                                                                                                             70


                                                                                                                                                                                                                                                             820                                     820
          1000 mm FOR TOWL RAILS                                                                                                                                                                                                                                     520




                                                                                                                                                                                                                                                                                                                                                                                                                       70
          1000 mm FOR TOWL RINGS
                                                                                                                             1,000




                                                                                                                                                                                                                                                                                                                                                                                                              1,000
                                                                                                                     1,160




                                                                                                                                                                                                      ENTRY




                                                                                                                                                                                          820
                                                                                                                                                                                                                                          VSD




                                                                                                                                                                                                                                                                                                                                                                    450
                                                                                                                                           70




                                                                                                                                                                                                                                                                                                                                                                21-24sd
                                                                                                                                                                                                                                                                           1,500
                                                                                                                  90




                                                                                                                                                                                                                                                                                                                                                                                                              70
                                                                                                                                     70 530




                           GROSS FLOOR AREA (GFA) Unit 1                                                                                                                                                                                 LINEN                                                                              DINING                                              ALFRESCO
                                                                                                            70 530




                                                                                                                                                                                          ROBE




                                                                                                                                                                                                                                                                                                     D2
                                                                                                                             1,720




                                                                                                                                                                                                                                                                                                                                                                                                                       3,535
                                                                                                                                                                                                                  820
              MAIN HOUSE.                     GARAGE           20.48
                                                                                                                                                                                           VSD




                                                                                                                                                                                                                                   720




                                                                                                                                                                                                                                                                                                                                                                                                                               4,545
                                                                                                                                                                                                                                                       900




                                                                                                                                                                                                                                                                                                     D2




                                                                                                                                                                                                                                                                                                                                                                                                                                       4,775
              MAIN HOUSE.                    MAIN HOUSE        81.49
                                                                                                                                                                                                                                                 900
                                                                                                                             70




                                                              101.97 m2                                                                                                                                                             BATH
                                                                                                                                                                   03-21sw


                                                                                                                                                                                                                                                                                                                                              OPE




                                                                                                                                                                                                                                                                                                      F OH
                                                                                                    3,615




                                                                                                                                                                                                                                                                                                                                                 N UN
                                                                                                                                                                                                                           720




                                                                                                                                                                                                                                                                                                                                                                                                              4,085
                                                                                                                                                                                                                                                                                                                                                     DER




                                                                                                                                                                                                                                                                                                                950
              OUTDOOR AREAS.                 ALFRESCO          23.35
                                                                                                                                                                                                      BED-2                                                            MEDIA




                                                                                                                                                                                                                                               VAN.
                                                                                                                 2,835



                                                                                                                                        3,035




                                                                                                                                                                                                                                                                                                                                                                12-15sw




                                                                                                                                                                                                                                                                                                                                                                                                                       70
                                                               23.35 m2
                                                                                                                                                                                                                                                                                                                            KIT
                                                                                                                             1,915




                                                              125.32 m2                                                                                                                                                   WC             FWG




                                                                                                                                                                                                                                                                                                                62




                                                                                                                                                                                                                                                                                                                                                                                                                       1,100
                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                           DW




                                                                                                                                                                                                                                                                                                                                                                                                              90 230



                                                                                                                                                                                                                                                                                                                                                                                                                               230
                                                                                                                                                                                                                                                                                                      PTY                                 SPACE
                                                                                                                 90




                                                                                                                                                                                                                                                                                                                                     OH




                                                                                                                                                                                                                                                                                                                                                                                                                                       310
                           GROSS FLOOR AREA (GFA) Unit 2                                                                                                                                                                09-06sw          12-15sw                   BULK HEAD OVER




                                                                                                                                                                                                                                                                                                          450
                                                                                                                                                                                  MB         HT                                                                                                                                    06-24fg                 HT
              MAIN HOUSE                      GARAGE           20.48                                                                                                                                  GAS BOTTLES         OBS             OBS                          06-24sw                                                    @1500JH
                                                                                                    450




                                                                                                                                                                                                                                                  140
              MAIN HOUSE                     MAIN HOUSE        81.49                                                                                                             350




                                                                                                                                                                                                                                                  A2
                                                                                                                                                                   90                                                        6,600                                          70        1,600               1,350         70                3,100
                                                              101.97 m2                                                                                                                                                                                                                                                                                                                                                                                 ELEVATIONS
              OUTDOOR AREAS                  ALFRESCO          23.35                                                                                           440                        230                              5,930                               70 600           700      900         70                        4,520                                      230
                                                               23.35 m2                                                                                                                1,910             70   1,000                                                                                                          4,195                                                                                                                                      B
                                                              125.32 m2                                                                                                           90                  2,980       70      900      70      1,800             70                               70      1,100            70          3,025            230
                                                                                                                                                                                                                                                                                                                                                                                                                                                        C                   A
                                                                                                                                                                                                                                                             90             3,000                    90
          Scale 1:100                                                                                                                                                                                            5,890                                                     3,180                                              4,405                                       285                                                                                           D
                                 1       0        1       2   3      4    5m                                                                                                                                                                                       13,760
     S             M   C   F     C   C



                              PJMCCARTHY
                                                                                      REVISION SCHEDULE:                                                                                                      PROJECT INFORMATION                                                                         REAL PROPERTY DESC.                                                   SHEET INFORMATION
                                                                                                                                                                                                                                                                                                                                          7
© COPYRIGHT 2016




                                                                                      REV: DESCRIPTION:                                                                            INI:           DATE:                                                                                                   LOT NUMBER:
                                                                                                                                                                                                                                                                                                                                                                                FLOOR PLAN (STAGE 2)
                   COMMERCIAL AND RESIDENTIAL BUILDERS                                                                                                                                                                     PROPOSED RESIDENCE
                                                                                       2     Preliminary Set                                                                       DC             21/02/16                                                                                                PLAN NO.:                       RP82318
                                                                                                                                                                                                                                                                                                                                          Tewantin                              Drafted:    DC




                                                                                                                                                                                                                                                                                                                                                                                                                                                            REVISION:
                                                                                                                                                                                                                                                                                                          PARISH:
                                                                                                                                                                                                                             for PJ McCarthy
                                                                                       3     Plan Amendments                                                                       DC             29/02/16
                                                                                       4     Plan Amendments                                                                       DC             07/03/16                                                                                                COUNTY:                         March                                 Checked:     . PRELIMINARY                   6
                                                                                       5     Contours Added.                                                                       DC             23/03/16                                                                                                SITE AREA:                      1009m²                                Approved:    . Job Number:   1502 Date: 2/05/2016
                                                "your problem is our challenge"
GSPublisherEngine 0.88.100.100
                                                                                       6     File size minimized                                                                   DC             01/05/16                                                                                                LOCAL AUTHORITY: Noosa Shire Council                                                 Sheet Number: 7 of 18

Page 5

          GENERAL ELEVATION NOTES
          ALL GLASS & GLAZING SHALL BE IN                                        -
          ACCORDANCE WITH PART 3.6
          GLAZING, NCC VOL2 AND AS1288-                     NOOSA COUNCIL
          2006 GLASS IN BUILDINGS -                         APPROVED PLAN
          SELECTION AND INSTALLATION
                                                         MCU16/0043 26 AUG 2016
          ALL STAIRS TO BE IN ACCORDANCE
          WITH PART 3.9.1, NCCVOL2.

          BALUSTRADE TO BE MINIMUM
          1000MM ABOVE FFL WITH NO
          OPENINGS GREATER THAN 124MM IN                                                                                                                                                                                           COLORBOND ROOF SHEETING INSTALLED
          ACCORDANCE WITH PART 3.9.2, NCC                                                                                                             22.50°Pitch                                                                  TO MANUFACTURERS SPECIFICATIONS
          VOL2.

          40mm ALLOWANCE TO CEILING                                                                                                                                                                                                COLORBOND FASCIA AND GUTTERS INSTALLED
                                                              "NEWPORT" WEATHERBOARD TO GABLE INFILLS
          HEIGHT FOR CEILING BATTENS &                                                                                                                                                                                             TO MANUFACTURERS SPECIFICATIONS
          PLASTERBOARD.                                  ALUMINIUM WINDOWS & EXTERNAL ALUMINIUM DOORS
                                                            INSTALLED TO MANUFACTURERS SPECIFICATIONS                                                                                                                              PAINTED FC INFILLS
          UPPER FLOOR WINDOWS TO                                                                                                                                                                                                   OVER OPENINGS
          COMPLY WITH REQUIREMENTS OF                             Ground - Top Plate 2.440
          BCA 2013 VOL.1 INCLUDING                                Ground - Joinery 2.100
                                                                                                                                                                                                                                   RENDERED BRICKWORK
          WINDOWS MARKED 'RESTRICT' ,
                                                                                                                                                                                                                                   AS PER SPECIFICATION
          'SCREEN' OR 'LOCK'
                                                                                                         M/BOX                                                                                                                     M/BOX
                                                                                                                                                                                                                                   RENDERED BLUEBOARD EXT CLADDING
                                                                                                              HT                                                                                                                   HT
                                                                  Ground - FFL 0.000
                                                                                                                     FGL.                                                                                                   FGL.
                                                              SCYON "PRIMELINE NEWPORT" WEATHERBOARD                                                                                                                               90 SQ TIMBER POSTS
                                                            INSTALLED TO MANUFACTURERS SPECIFICATIONS


                                                                                                                                                                                Elevation A                                                                                            1:100




                                                                                                                                                                               22.50°Pitch
                                                                                                                                                                                                                                        COLORBOND ROOF SHEETING INSTALLED
                                                                                                                                                                                                                                        TO MANUFACTURERS SPECIFICATIONS

                                                                                                                                                                                                                                        PAINTED FC INFILLS OVER OPENINGS

                                                                                                                                                                                                                                        COLORBOND FASCIA AND GUTTERS INSTALLED
                                                                                                                                                                                                                                        TO MANUFACTURERS SPECIFICATIONS
                                                                              Ground - Top Plate 2.440
                                                                              Ground - Joinery 2.100
                                                                                                                                         M/BOX                                                                                          ALUMINIUM WINDOWS & EXTERNAL ALUMINIUM DOORS
                                                                                                                                                                                                                                        INSTALLED TO MANUFACTURERS SPECIFICATIONS
                                                                                                                                                                                              HWU

                                                                        RENDERED BRICKWORK AS PER SPECIFICATION                                  HT
                                                                                                                                                                                                                                        HT
                                                                              Ground - FFL 0.000
                                                                                                                         FGL.                                                                                                                        FGL.




                                                                                                                                                                                Elevation B                                                                                            1:100
     S             M   C   F     C   C



                              PJMCCARTHY
                                                                                                          REVISION SCHEDULE:                                            PROJECT INFORMATION         REAL PROPERTY DESC.                  SHEET INFORMATION
                                                                                                                                                                                                                   7
© COPYRIGHT 2016




                                                                                                         REV: DESCRIPTION:                            INI:   DATE:                                  LOT NUMBER:
                                                                                                                                                                                                                                         ELEVATIONS A & B
                   COMMERCIAL AND RESIDENTIAL BUILDERS                                                                                                                        PROPOSED RESIDENCE
                                                                                                          2        Preliminary Set                    DC     21/02/16                               PLAN NO.:      RP82318
                                                                                                                                                                                                                   Tewantin              Drafted:     DC




                                                                                                                                                                                                                                                                                         REVISION:
                                                                                                                                                                                                    PARISH:
                                                                                                                                                                                for PJ McCarthy
                                                                                                          3        Plan Amendments                    DC     29/02/16
                                                                                                          4        Plan Amendments                    DC     07/03/16                               COUNTY:        March                 Checked:      . PRELIMINARY                   6
                                                                                                          5        Contours Added.                    DC     23/03/16                               SITE AREA:     1009m²                Approved:     . Job Number:   1502 Date: 2/05/2016
                                         "your problem is our challenge"
GSPublisherEngine 0.88.100.100
                                                                                                          6        File size minimized                DC     01/05/16                               LOCAL AUTHORITY: Noosa Shire Council                 Sheet Number: 8 of 18

Page 6

          GENERAL ELEVATION NOTES
          ALL GLASS & GLAZING SHALL BE IN                              -
          ACCORDANCE WITH PART 3.6                      NOOSA COUNCIL
          GLAZING, NCC VOL2 AND AS1288-
          2006 GLASS IN BUILDINGS -                     APPROVED PLAN
          SELECTION AND INSTALLATION
                                                     MCU16/0043 26 AUG 2016
          ALL STAIRS TO BE IN ACCORDANCE
          WITH PART 3.9.1, NCCVOL2.

          BALUSTRADE TO BE MINIMUM
          1000MM ABOVE FFL WITH NO
          OPENINGS GREATER THAN 124MM IN
                                                                                                                                                                22.50°Pitch
          ACCORDANCE WITH PART 3.9.2, NCC
          VOL2.
                                                                                                                                                                                                                                     COLORBOND ROOF SHEETING INSTALLED
          40mm ALLOWANCE TO CEILING                                                                                                                                                                                                  TO MANUFACTURERS SPECIFICATIONS
          HEIGHT FOR CEILING BATTENS &
          PLASTERBOARD.                                                                                                                                                                                                              COLORBOND FASCIA AND GUTTERS INSTALLED
                                                                                                                                                                                                                                     TO MANUFACTURERS SPECIFICATIONS
          UPPER FLOOR WINDOWS TO
          COMPLY WITH REQUIREMENTS OF                                                      Ground - Top Plate 2.440
          BCA 2013 VOL.1 INCLUDING                                                           Ground - Joinery 2.100
                                                                                                                                                                                                                                     PAINTED FC INFILLS OVER OPENINGS
          WINDOWS MARKED 'RESTRICT' ,
          'SCREEN' OR 'LOCK'                                                                                            HWU                                                                                                          HWU
                                                                      ALUMINIUM WINDOWS & EXTERNAL ALUMINIUM DOORS                                                                                                                   RENDERED BRICKWORK AS PER SPECIFICATION
                                                                         INSTALLED TO MANUFACTURERS SPECIFICATIONS
                                                                                                                                                                                                                                     190mm BLOCK FIRE WALL
                                                                                                 Ground - FFL 0.000                                                                                                                  'RENDERED' AS PER SPECIFICATION
                                                                                                                              FGL.                                                                                            FGL.




                                                                                                                                                              Elevation C                                                                                                1:100




                                                                                     COLORBOND ROOF SHEETING INSTALLED
                                                                                       TO MANUFACTURERS SPECIFICATIONS                                       22.50°Pitch

                                                                                          PAINTED FC INFILLS OVER OPENINGS

                                                                                 COLORBOND FASCIA AND GUTTERS INSTALLED
                                                                                       TO MANUFACTURERS SPECIFICATIONS
                                                                                 Ground - Top Plate 2.440
                                                                                   Ground - Joinery 2.100
                                                                           ALUMINIUM WINDOWS & EXTERNAL ALUMINIUM DOORS                                                                                   M/BOX
                                                                              INSTALLED TO MANUFACTURERS SPECIFICATIONS
                                                                                                                                                                HWU
                                                                                                                                                                                                     HT
                                                                                                                              HT
                                                                                      Ground - FFL 0.000
                                                                                         FGL.                                                                                                                                 FGL.

                                                                                                                                                                                                                              "NEWPORT" WEATHERBOARDS TO
                                                                                                                                                                                                                              TERMINATE @ INTERNAL CORNER


                                                                                                                                                              Elevation D                                                                                                1:100

     S             M   C   F     C   C



                              PJMCCARTHY
                                                                                                REVISION SCHEDULE:                                     PROJECT INFORMATION        REAL PROPERTY DESC.             SHEET INFORMATION
                                                                                                                                                                                                 7
© COPYRIGHT 2016




                                                                                               REV: DESCRIPTION:                     INI:   DATE:                                 LOT NUMBER:
                                                                                                                                                                                                                  ELEVATIONS C & D
                   COMMERCIAL AND RESIDENTIAL BUILDERS                                                                                                       PROPOSED RESIDENCE
                                                                                                 2    Preliminary Set                DC     21/02/16                              PLAN NO.:      RP82318
                                                                                                                                                                                                 Tewantin         Drafted:     DC




                                                                                                                                                                                                                                                                         REVISION:
                                                                                                                                                                                  PARISH:
                                                                                                                                                               for PJ McCarthy
                                                                                                 3    Plan Amendments                DC     29/02/16
                                                                                                 4    Plan Amendments                DC     07/03/16                              COUNTY:        March            Checked:      . PRELIMINARY                   6
                                                                                                 5    Contours Added.                DC     23/03/16                              SITE AREA:     1009m²           Approved:     . Job Number:   1502 Date: 2/05/2016
                                         "your problem is our challenge"
GSPublisherEngine 0.88.100.100
                                                                                                 6    File size minimized            DC     01/05/16                              LOCAL AUTHORITY: Noosa Shire Council            Sheet Number: 9 of 18

Page 7

          GENERAL PERSPECTIVE NOTES                                        -
          ALL ISOMETRIC, AXONOMETRIC DIMETRIC,
          TRIMETRIC PROJECTIONS AND PERSPECTIVE              NOOSA COUNCIL
          VIEWS ARE ADUMBRATIVE ONLY AND NOT FOR
          CONSTRUCTION. THEY DO NOT TAKE
                                                             APPROVED PLAN
          PRECEDENCE OVER DIMENSIONED                     MCU16/0043 26 AUG 2016
          CONSTRUCTION VIEWS. NOR DO THEY TAKE
          PRECEDENCE OVER ANY PRODUCTS THAT
          FORM PART OF THE SPECIFICATION AND
          CONTRACT.




     S             M   C   F     C   C



                              PJMCCARTHY
                                                                               REVISION SCHEDULE:                           PROJECT INFORMATION        REAL PROPERTY DESC.            SHEET INFORMATION
                                                                                                                                                                      7
© COPYRIGHT 2016




                                                                               REV: DESCRIPTION:          INI:   DATE:                                 LOT NUMBER:
                                                                                                                                                                                      PERSPECTIVES
                   COMMERCIAL AND RESIDENTIAL BUILDERS                                                                            PROPOSED RESIDENCE
                                                                                2   Preliminary Set       DC     21/02/16                              PLAN NO.:      RP82318
                                                                                                                                                                      Tewantin        Drafted:    DC




                                                                                                                                                                                                                               REVISION:
                                                                                                                                                       PARISH:
                                                                                                                                    for PJ McCarthy
                                                                                3   Plan Amendments       DC     29/02/16
                                                                                4   Plan Amendments       DC     07/03/16                              COUNTY:        March           Checked:     . PRELIMINARY                   6
                                                                                5   Contours Added.       DC     23/03/16                              SITE AREA:     1009m²          Approved:    . Job Number:   1502 Date: 2/05/2016
                                         "your problem is our challenge"
GSPublisherEngine 0.88.100.100
                                                                                6   File size minimized   DC     01/05/16                              LOCAL AUTHORITY: Noosa Shire Council          Sheet Number: 18 of 18

Page 8

 

 

 

 

 

 

DRAWING LOCATION: §\PROJECT RECOROSII5-161080-15-1HACADIDRAWINGS (SHEET SETS, INDIVIDUAL DRAWINGS)INOIVIDUAL DRAWINGSIPLAN.DNG

1:08:00 PM

PLOTDATE: 200062016

 

 

 

 

  

 

   

 

 

 

 

 

 

 

 

    

 

   
   

 

 

 

 

 

 

 

      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

 

 

   

 

 

 

 

 

 

 

       

   

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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D SCALE: 1:200 SCALE: 1:200
. k I
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|} 2 9 2 4 6 8 10m SCALE: 1200 SCALE: 1:200
Pa
SCALE 1:100 @ A1 SCALE 1:200 @ A3 INFORMATION ONLY
SURVEYOR BY’ DATE ‘CLIENT PREPARED BY 0801516 | CLIENT PJ MCARTHY BUILDERS
weveweo PJ McCARTHY COMMERCIAL & mcm Fe ae DUPLEX TOPAL LANE
4 | sores: RESIDENTIAL BUILDERS . 4 Cc urtrie VEHICLE SWEPT PATHS
CO-ORDINATE DATUM 8 20106/16 | SUBMITTED FOR INFORMATION RPEOENG Creo cecum seet etl ic Mass NORTH ROCKRAMPTON OLD 4701 ine wren om DRAWING NUMBER REVISION
Hear OAT Jove aT a SHENG | ommuniommnn] ot mmumoaom — Fe ever 1 AM |0801516-SK-0002 B
1 2 3 4 5 6 7 l 8 9 10 l 11 12

 

 

 

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