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Approved Plan OPW22-0031

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                                                                                                                                                                                                        0
                                                                                                                                                                                                        5
                                                                                                                                                                                                        "
                                                                                                                                                                                                            W
                                                                                                                                                                                                                                                                                                                                     OW
                                                                                                                                                                       190




                                                                                                                                                                                                                                                                                                                                   +T




                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                            0




                                                                                                                                                                                                                                                                                                                                                                                          .3 0
                                                                                                                                                                                                                                                                    00




                                                                                                                                                                                                                                                                                                          .9 2
                                                                                                                                                      3




                                                                                                                                                                                                                                                                                                                                                                                          20
                                                                                                                                                                                                                                                                 0 .2




                                                                                                                                                                                                                                                                                                       21
                                                                                                                                                                                  550 190




                                                                                                                                                                                                                                                                                                                                                                            OW
                                                                                                                                                                                                                                         L2




                                                                                                                                                                                                                                                                                                     OW
                                                                                                                                                                         120
                                                                                                                                                                                                                                                                                                                   PLANTER




                                                                                                                                                                                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                                                                                                                          +T
                                                                                                                                                                                                                                       +R
                                                                                         EXISTING KERB & CH




                                                                                                                                                                                                                                                                                                   +T




                                                                                                                                                                                                                                                                                                                                                       .3 0
                                                                                                                                                                                            620




                                                                                                                                                                                                                                                                                                                                                                                                                                                        620
                                                                                                                                                                                                                                                                                                                                                      20
                                                                                                                                                                                                                                                                                                                                                 OW
                                                                                                                                                                                                                                                           FALL




                                                                                                                                                                                                                                                                                                                                               +T
                                                                                                                           topsoil & turf to




                                                                                                                                                                                  190
                                                                                                                         impacted areas of                                                                                                                                                   190                                             3,550                     190                           1,600
                                                                                                                                     verge                                                                                                                                                                           400                                2,280            400                         1,600




                                                                                                                                                                                            790




                                                                                                                                                                                                                                                                                                                                                                             +RL 19.700
                                                                                                                                                                                                                                                                                                                      +RL 20.060
                                                                                                                                                                                                                                   centre line                                                                                                                                                   +RL 19.520                                                           centre line
                                                                                                                                                                                                                                                                                                      +RL 20.240                                      +RL 19.880




                                                                                                                                                                                                                                                                                                                                                                                                                                                        1,580
                                                                                                                                                                                  1,580
                                                                                                                                                               3,050
                                                                                                                                                                                                                                                                                                                                                 ENTRY PATH




                                                                                                                                                                         3,050
                                                                                                                                                                                                                                                                   FALL




                                                                                                           ANNEL




                                                                                                                                                                                            790




                                                                                                                                                                                                                                              LEVEL GATE TR




                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                            .3 0
                                                                                                                                                                                                                                                                                                                     step                                                step




                                                                                                                                                                                                                                                                                                                                                           20
                                                                                                                                                                                                                                                                                                                                                       OW
                                                                                                                   80




                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                          .3 0
                                                                                                                                                                                                                                                                                                                                                     +T
                                                                                                         0 .2




                                                                                                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                          20
                                                                                                                                                                                                                                                                                                          .9 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                        620
                                                                                                                                                                                  550 190
                                                                                           L2




                                                                                                                                                                                                                                                                                                                                                                            OW
                                                                                                                                                                                                                                                                                                      21
                                                                                                                                                                                            850
                                                                                         +R
                                                                                                                                                                                                                                                                                                                   PLANTER




                                                                                                                                                                                                                                                                                                                                                                          +T
                                                                                                                                                                                                                                                           ACK




                                                                                                                                                                                                                                                                                                     OW
                                                                                                              flare to




                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                             .3 0
                                                                                                                                                                                                                                                                                                   +T
                                                                                                                kerb




                                                                                                                                                                                                                                                                                                                                          20
                                                                                                                                                       4




                                                                                                                                                                                                                                                                                                                                        OW
                                                                                                                                                                       60
                                                                                                                         kerb invert spot




                                                                                                                                                                  0 .4




                                                                                                                                                                                                                                                                                   00




                                                                                                                                                                                                                                                                                                                                      +T
                                                                                                                                                                                                                                                                           0 .2
                                                                                                                         level from C&D




                                                                                                                                                              L2

                                                                                                                                                                         80

                                                                                                                                                                                  190
               DRIVEWAY SECTION                                                                                                                                                                                                                                                                                                                                    DRIVEWAY SECTION




                                                                                                                                                                                                                                                                    L2
                                                                                                                                                            +R
                                                                                                                         survey




                                                                                                                                                                                                                                                                  +R
                                                                                                                                                                       dashed line indicates
                                                                                                                                                                        line of EXISTING (to                                                                                                                        chs post on RC block wall, ref. eng
                                                                                                                                                                              be demolished)
                                                                                                                                                                           driveway footprint
                                          4.6m as PER EXISTING DRIVEWAY




                                                                                                                   180mm rise from invert                                                                                                                                                                           beam over




                                                                                                                                                                                                                5,870 DRIVEW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ch-02




                                                                                                                                                               2,970
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Re-use ex. garage door
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOOSA COUNCIL
                                                                                                               15




                                                                                                                                 FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 APPROVED PLAN
                                                                                                       0 .3
                                WEBB RD




                                                                                                                          1:8                        1:40                                         1:8                                                                                                                                            1:8




                                                                                                                                                                                                                                                                                                                                                                                                              6m FRONT SE
                                                                                           L2




                                                                                                                                                                                                                            AY WIDTH AT BO
                                                                                         +R




                                                                                                                   rise from kerb invert                                                    fall to boundary                                                                                                                       DRIVEWAY WITHIN PROPERTY                                                                                                                                   OPW22/0031 18 FEB 2022




                                                                                                                                                                                                                                             NEW grated dra
                                                                                                                                                       1,000




                                                                                                                                                                                                                                                                                                                                                                                                                         TBACK
                                                                                                                                                                                                                                                            in
                                                                                                                                                                                                                             UNDARY (as pe
                                                                                                                                                      5




                                                                                                                                                                                                                                                                         LEVEL GATE TR
                                                                                         flare to
                                                                                                                                                                                                                                           r exist




                                                                                                                                                                                                                                                                                                                                                                                                                                 NEW grated drain
                                                                                                                   50




                                                                                           kerb                                                                                                                                       ing driveway wi
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WINTER
                                                                                                       0 .3




                                                                                                                                                                                                                                                                                      ACK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SUN PATH
                                                                                           L2
                                                                                         +R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       m)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7a
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                g(
                                                                                                                                                               2,980




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Sett                                        in
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    in   g5                            Ris
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  pm
                                                                                                                                                                                      dashed line indicates




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   20.33tw
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Ch-04
                                                                                                                                                                                      line of EXISTING (to                                                                                                                                                                                                                                                                                                     ER                          N
                                                                                                                                                                                                                                              dth)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Windows deleted
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MM
                                                                                                             NEL




                                                                                                                                                                                      be demolished)                                                                                                                                                                                                                                                                                                     SU PATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           U N                                        Risin
                                                                                                                                                                                      driveway footprint                                                                                                                                                                                                                                                                                                  S                          m                      g    (6.3
                                                                                                                                                                                                                                                                                                                    beam over                                                                                                                                                                                                     0p
                                                                                         EXISTING KERB & CHAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .3                                       0     am )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        g5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ttin
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Se
                                                                                                                                                                                                                                                                                                    00
                                                                                                                                                                                                                                                                                               0 .2


                                                                                                                                                                                                                                                                                                                    chs post in RC footing, ref. eng
                                                                                                                                                                                                                                                                                              L2
                                                                                                                                                                                                                                                                                            +R




                                                                                                                                                       6
                                                                                                                                                                                                                                                                   20
                                                                                                                                                                                                                                                           9 .9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                hc
                                                                                                                                                                                                                                     L1




HARD LANDSCAPE
                                                                                                                                                                                                                                   +R
                                                                                                                                                                                                                                                                 1,320




                                                                                                                                           topsoil & turf to impacted areas of verge


SETOUT
                                                                                                                                                 verge spot level from C&D survey
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OPW               Driveway Op Works issue
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  issue             issue / amendment
SCALE 1:50 @ A3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   20.01.22                                                        LF/JH/AB
                                                                                                                                                                                                                                                                                                                                                                                                                                                    A                                            issue date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  client
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  drawn by


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Brent and Lara Gunther
                                                             180 rise from kerb invert




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  project
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  GUNTHER RESIDENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  location
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7 Webb Rd Sunshine Beach

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             HARD LANDSCAPE SETOUT
                                                                                                                         1,500 1:8                   1,000 1:40                             1,720 1:8

                                                                                                                                                                                    DRAIN R.L 20.240
                                                                                                                                                                                                                                                                                                                                                      6,479 1:8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 APPROVED                                                Aboda Lee Foster • director
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Design p - 0424 620 247
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Scott Falconer • director
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           p - 0431 267 157

 D'WAY HIGH POINT R.L. 20.460                                                                                                                                                grated drain inside boundary                                                                level area for
                                                                                                                                                                                                                                                                                                                                                                                                                                                           S. RICHARDSON RPEQ 5835                                       Group e - [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     the aboda design group trust
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           e - [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Level 2 1794 David Low Way Coolum Beach,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ABN 56 266 884 746           Q. 4573. PO box 2449 Noosa Heads Q 4567
           INVERT R.L. 20.280                                                                                                                                                                                                                                            sliding gate tracks
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           01/21/2022                   t/a aboda design group       • BSA License -150580097 • www.aboda.com.au

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                • This drawing is to be read in conjunction with engineers drawings & reports • Construction
                                                                                                                                                                                                                                                                                                                                                                                          DRAIN R.L 19.450                                                                                      to comply with all relevant SAA & NCC Codes & standard Bldg By-law 1975 & as amended •
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Copyright for design & drawings remain the property of the authors • Verify all dimensions on
                                                                                                                                                                                                                                                                                                                                                                        grated drain to garage door sill                                                                                        site prior to commencement of any works • These drawings are not to be used for scaling.


                                                                                                                                                        dashed line indicates levels of existing                                                                                                                                                                                                                                                                                                     scale    as shown @ A3                                        issue

DRIVEWAY SECTION                                                                                                                                        driveway (no rise from invert)                                                                                                                                                                                                                                                                                                               drawing no.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OPW
SCALE 1:50 @ A3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WD.211
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