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2025.04.24 - Wd - Opw Driveway

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CHRIS CLOUT DESIGN PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A: OFFICE 1/20 DUKE STREET,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SUNSHINE BEACH, QLD 4567,

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PO BOX 135
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOOSAVILLE, QLD, 4567
                                                                                                                           8160
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            P: (07) 54748 107
     p                                                          2. 3                                                                                                                                                                                                                                                                                                                                                                                         ve 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Block Fence
         of                                                            9                                                                                                                                                                                                                                                                                                                                                                                       l
            W
             ind 5.2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BSA LICENCE: 1127508
                ow 0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EMAIL: [email protected]
                                                                                                                                                                                                                                                                               POND DETAILS
                                                                                                                                                                                                                                                      2/N16                    REFER Drg PD1.1                                                                                                                                                                                                                                                                        WEB: www.chriscloutdesign.com.au
                                                                                                               (BP-1)                GARAGE 2                                                                                                                                                                                                                                                                                                     GARAGE
                                                                                                                                                                                                                                                                                                                         2. 7                           2. 7
                                                                                                                                                                                                                                                                                                                                     3                         3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (MJ)
                                                                    Garden




                                                                                                                                        RL 2.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2. 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                         FALL
                                                                                                                                                                                                                                                                                                             2. 4
                                                                                                                                                                                                                                                                                                                    0                                                                                     2. 4                                                                                            2. 5
                                                                                                                                                                                                                                                                                                                                         LAWN                                                                    5                                                                                               4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2. 4
                                                               2. 1                                                                                                                                           LAWN                                                                                                                                                                                                                                                           2. 4              8
                                                                   6                                                  LOCATION OF 2ND DRIVEWAY                                                                                                                                                                                                                                                                                                                                      7
                                                                                                                                                                                                                                                                                         2. 3                                                                                                                                     2. 4
                                                                                                                                                                  SETBACK

                                                                                                                                                                                                                                                                          (XP)                                                                                                                                                           0




                                                                                                                                                                                                                                        6000
                                                                                                                                                                                                                                                                                           (XP)
                                                                                                                                                                                                                                                                                              2
                                          6000

                                                 BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BOUNDARY
                                                                                                                                                                                                     2.2                                                                                                                                                                                                                                     EXISTING DRIVEWAY
                                                                                                                                                                                                                                                                              RELOCATED GATE
                                                                                                                                                                                   2. 1                                                                                       HOUSE ROOF AND                                                                                                                                                                                                       2. 4
                                                                                                                                                                                       6                                     2.2                                                 SUPPORT                                                                                                     2.3                                                                                                          5               2. 4
                                                                                                                                                                                                                                   0                                                                                                                                                               2                                                                                                                             5
                                                                                                                                                                                                                                                                                                                        Fence LB
                                                                                 2. 1                                                                                                                                                                                                                                                                                                       Entry                    2. 3
                                                                                     7                                                                                                                                                                                        (XP)         (XP)                                                                                             Gate                                                                            2. 2
                                                                                                                                                                                                    2.2
                                                                                                                                                                                                    2.2                                                                                                                                                                                                                     0                                                      8
                                                                                                                                            SLIDING GATE                                                                                                                                                                                                                    2. 2                                      2. 2                                                                                                                                     Blo
                                                            2. 1                                                                                        2. 1                                                      2. 1                                                                                                                                                             8                                         8
SE                                                              7                        2. 3                                2. 1                           3                         2.                              8        2. 1
     W                                                                                                                           5                                           20000      16      20.0                               7                     BOUNDARY                                                                                                       2. 1               20000      20.0
         ER                                                                                     5                                                                                                                                        2. 1                                                                                                                               7
                                                                                                                                                                             227°37`25"      227°37'25"                                                                                 W W                                                                                                227°37`25"
                                                                                                                                                                                                                                                                                                                                                                                                       227°37'25"                                                                                                                    EL EL
              MA                                 EL ELP                                                                                                                                                                                      4                                           M M                                                                                                                                                                                                                                           P P
                 NH 1                              P                                                                                                                                                                                                                                                                                                               REFER Drg S2.1 FOR
                   OL .97
                     E                                                                                                                                                                                                                                                          CAN WE REMOVE TREE AND                                                             GARDEN WALL
                                                                                                                                                                                                                          NEW TREE                                              REPLANT A NEW TREE HERE
                                                                                                                                                                                                    2                     LOCATION                                                                                                              NEW TREE           REINFORCING
                                                                                                                                                                                                                                                       Concrete Driveway                                                                        LOCATION


                                      S
                                                 IL (-1.47)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S                                                       GENERAL NOTES:
                              1.9                                                                                                                                                                         1.7                                                                                                                                                                                                         1.9                                           1.9
          1.9         NA 2                                                                                                                                                                                                                                                                                   *Sewer location from records*                                                                                                                              3
              2         IL                                                                                                                                                                                    3                                                                                                                                                                                                           3
                               BM
                               1.92                                          E      T
                                                                                                                                                 RL1.84
                                                                                                                                                                                                   1.8                                                                                                                                                                                                                                                                                                                                                               Use written dimensions only. DO NOT
         1.8
             1
                                                                                                                                                                                                                           0.5
                                                                                                                                                                                                                               2                                                                                                                                                                                                                                                                                                                                     scale drawings. Contractors to verify
                                                                                                                                                 4000                                                                 IL                                     Kerb & Channel                                                                                                                                                                                                                                                          1.8
                    1.8
                                                                                           1.8
                                                                                                    0
                                                                                                                                                                                                                  Pit
                                                                                                                                                                                                                                          1.
                                                                                                                                                                                                                                       S W 85
                                                                                                                                                                                                                                                                                               1.7
                                                                                                                                                                                                                                                                                                     7
                                                                                                                                                                                                                                                                                                                       1.
                                                                                                                                                                                                                                                                                                                    N A 88
                                                                                                                                                                                                                                                                                                                                                                                1.8
                                                                                                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                         3                                                           Se
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          we
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6                         all dimensions on site prior to
                          3
                                                                                                                                  LEVELS TO SUIT LOCAL CONDITIONS                             s
                                                                                                                                                                                                                                            GR                                                                         IL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (P r N                                          commencing works. Site location in
                                                                                                                                                                                           ord                                                 AT                                                                                                                                                                                                                                                                         os ot
                                                                                  (Co




                                                                                                                                                                                        rec       REPLACEMENT PLANTING WILL                       E                                                                                                                                                                                                                                                                         itio F
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     accordance with engineers details.
                                                                                                                                                                                   om                                                                                                                                                                                                                                                                                                                                           n oun
                                                                                     mm




                                                                                                                                                                                                  BE REQUIRED FOR THE
                                                                                                                                                                               d fr                                                                                                                                                                                                                                                                                                                                              fro d
                                                                                                                                                                            ale                                                                                                                                                                                                                                                                                                                                                                                      These drawings are to be read in
                                                                                                                                                                                                  REMOVAL OF THE EXISTING
                                                                                                                                                                     sc                                                                                                                                                                                                                                                                                                                                                             m
                                                                                       s&




                                                                                                                                                                                                  STREET TREE.
                                                                                                                                                                tion                                                                                                                                                                                                                                                                                                                                                                  Re
                                                                                                                                                              i
                                                                                                                                                          Po
                                                                                                                                                             s                                                                                                                                                                                                                                                                                                                                                                           co
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     conjunction with engineers design
                                                                                           Elec




                                                                                                                                                      ter                                                                                                                                                                                                                                                                                                                                                                                  rd
                                                                                                                                                    wa                                                                                                                                                                                                                                                                                                                                                                                       s                 )
                                                                                                                                                tor
                                                                                                                                                   m
                                                                                                                                                                                                                                                             the anchorage                                                                                                                                                                                                                                                                                           and details, the accompanying
                                                                                                Line




                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     building specification and schedule of
                                                                                                    pos




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NA .03                              finishes. If in doubt, please request
                                                                                                       ition




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   IL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     clarification. DO NOT ASSUME.
                                                                                                        from




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        bit
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              um
                                                                                                           reco




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                en
                                                                                                               rds)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROJECT:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED NEW RESIDENCE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROJECT NAME:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NOOSA WATERS HOUSE
 OP WORKS - DRIVEWAY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CLIENT:
 SCALE: 1 : 100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BRUCE HUNTER & RAYMOND LI

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SITE ADDRESS:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      22 THE ANCHORAGE, NOOSA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WATERS, QLD 4566

                                                                                                                                                                                                                                                 DRIVEWAY                                                                                                             RESERVE                                                                                                                                                                                         DRAWING TITLE:
                                                                                                                             GARAGE
                                                                                                                                                                                                                                                      6440                                                                                                                                                                                                                                                                                                            DRIVEWAY - OP WORKS
                                                                                                                                                                                                                                                                                                                                                 2940                                                                1500
                                                                                                                                                                                                                                                      1:14
                                                                                                                                                                                                                                                                                                                          BOUNDARY




                                                                                                                                                                                                                                                                                                                                                 1:40
                                                                                                                                                                                                                                                                                                                                                                                                                      1:8                                                                                                                                             DATE:
                                                                                                                                                                                                                                                                                                                                            PATH ZONE
                                                                                                                                                                                                                                                                                                                                                                                                             TRANSITION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10/04/25

                                                                                                                                                                RL 2650                                                                                                                                                                                                                                                                                                                                                                                               SCALE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                  GROUND FLOOR RL                                                                                                     As indicated @ A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                             2810
                                                                                                                                                                              10




                                                                                                                                                                                                                                                              1:14
                                                                                                                                                                                                                                                                                                                        RL 2186             1:40                                           RL 2113                               RL 1920                                                                                                                              DRAWN BY:
                                                                                                                                                                                                                                                                                                                                                                                                             1:8
                                                                                                                                                                                                                                                                                                                                                                                                                                   KERB                                                                                                                               CCD
                                                                                                                                                                                                                                                                                                          RL 2170
                                                                                                                                                                                                                                                                                                         BOTTOM OF WALL                                                                                                                                                                                                                                               ISSUE:
                                                                                                                                                                                                                                                                                                                                                                                           TO STANDARD DRAWING/ DETAIL RS-049
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR APPROVAL
                                                                                                               DRIVEWAY SECTION
                                                                                                               SCALE: 1 : 50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRAWING NO:            REV DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2025.04.22


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WD8.8                  REV:   A
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