20220198 3 Delorme St Civil OPW

N
                                                                        22.0


                                                                                                                                                                                                       149
                                                                                                                                                                                                     RP160425
                                                                                                                                                            22.2



                                                                        22.2




                                                                                                                                                                                                                                                                                                                         .90
                                                                                                                                                                                                                                                                                                                   22
                                                                         22.4
                                                                                                                                                                                                                          22                                                       0
                                                                                                                                                                                                                             . 89                                             .9                       .00
                                                                                                                                                                                                                                                                           22                     23


                                                                                                                                                                                                                          8%
                                                                                                                                                                                                22                   0.
                                                                                                                                                                                                  .8
                                                                                                                                                                                                    8

                                                                         22.6




                                                                                                                                                                                                                                                                                                                                               GARAGE
                                                                                                                                                                                                                                                                                                                                               FFL 23.00
                                                                                                                                                                                                                                                               1.0%                           9.0%

                                                                          22.8



                                                                                                                                                                                                      .86
                                                                                                                                                                                                 22


                                                                                                              1.5m                      1.5m                0.5m                  23.
                                                                                                                                                                                     0
                                                                          23.0

                                                                                                                                                                                                                                                                                                  23
                                                                                                                                                                                                                                                                           22                          .0
                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                             .9




                                                                                                                                                                                                                            .0%
                                                                                                                                                                                                                                                                               0
                                                                                                                                                                      .26




                                                                                                                                                                                                                          15
                                                                                                                                                                   23                    23.2
                                                                                                .06         12.5%      .25        2.5%               .28 5.0%
                                                                                              23                     23                         23
                                         DELORME ST




                                                                           23.2


                                                                 PROPOSED RESIDENTIAL                                                    23.4
                                                                 DRIVEWAY CROSSOVER
                                                                 IN ACCORDANCE WITH                                                                                                                                                                23




                                                                                                                                                                                                             12.5%
                                                                                                                                                                                                 23.4                                                 .   35
                                                                 IPWEA RS-049 & 050




                                                                                                                                                                           4.0m
                                                                           23.4

                                                                                                                                             23.6



                                                                                                            12.5%                       2.5%                2.5%                                                 23.6                                                                                                                                                                               LEGEND:
                                                                                                                                                                           5
                                                                                                                                                                   2   3.7
                                                                                                      1                      0                          3                                                                                                                                                                                                                                                                                    PROPOSED BOUNDARY
                                                                               23.6              .5                     .7                         .7
                                                                                              23                     23                         23                                                                                                                          3.8
                                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                             .7%
                                                                                                                                                                                                                                                                           2             .90                       .00                                                                                                                       ADJACENT BOUNDARY
                                                                                                                                                                                                                                                                                       23                     24




                                                                                                                                                                                                                                              16
                                                                                                                                                                                                                                                                                                                                                                                                                      40.5                   EXISTING MAJOR CONTOUR
                                                                                                                                                                                                                                        8
                                                                                                                                                                                                                                     23.                                                                                                                                                                                                     EXISTING MINOR CONTOUR

                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING FENCE
                                                                                                                                                                                                         0
                                                                               23.8                                                                                                              2   3.8
                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING BUILDING

                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING KERB AND CHANNEL

                                                                                                                                                                                                                                                                                                                                                                                                                     OE                      EXISTING ELECTRICITY
                                                                                                                                 24.0                                                                                                                                                                                                          GARAGE
                                                                                                                                                                                                                                                                                                                                               FFL 24.00                                                   t                  t              EXISTING TELSTRA
                                                                                                                                                                                                                                                                    1.0%                           12.5%
                                                                                                                                                                                                                                                                                                                                                                                                           W                  W              EXSTING WATER
                                                                                24.0
                                                                                                                                                                                                                                                                                                                                                                                                           S                  S              EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING STORMWATER MANHOLE

                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING WATER FIRE HYDRANT
                                                                                                                                                                                                                                 1.



                                                                                                                                      24.2
                                                                                                                                                                                                                                    0%


                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING WATER METER
                                                                                                                                                                                                           .83
                                                                                                                                                                                                         23
                                                                                24.2                                                                                                                                                                                                                                                                                                                                                         EXISTING SEWER CHAMBER

                                                                                                                                                                                                                                                                                       23                     23
                                                                                                                                                                                                                                       .84                                               .9                        .0                                                                                                                        EXISTING TREE
                                                                                                                                                                                                                                    23                                                        0                      0

                                                                                                                                         24.4                                                                                                                                                                                                                                                                                                 EXISTING TREE TO BE REMOVED


                                                                                                                                                                                                                                                                                                                                                                                                                      40.5                    PROPOSED MAJOR CONTOUR
                                                                                 24.4
                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                   >           >   >   >   >    >      >    >        >
                                                                                                                                                                                          /                                           /                         /              /                         /
                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED RETAINING WALL
                                                                                                                                                .6
                                                                                                                                             24
                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED STORMWATER PIPE
                                                                                                                                                                                                                                               147
                                                                                                                                                                                                                                             RP160425                                                                                                                                                      >              >       >           PROPOSED CONCRETE
                                                                                 24.6


                                                                                                                                                                                                                                                                                                                                                                                                               1.0            0             1.0       2.0
                                                                                                                                                                                                                                                                                                                                                                                                   SCALE                                                    (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                          1 : 50 (FULL SIZE)


                                                                                                                             CLIENT DETAILS:                                                                                                                    PROJECT ADDRESS:                                                                      APPROVED BY:               PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                                                 3 DELORME STREET, NOOSA HEADS
                                                                                                                                                                                                                                                                                                                                                                                 TITLE:                                           STATUS:
                                                                                                                                                     CAPITAL PRUDENTIAL
                                                                                                                                                                                                                                                                                                                                                                                 DRIVEWAY LAYOUT PLAN                             FOR APPROVAL
                                                                                                                                                                                                                                                                    3 DELORME STREET, NOOSA HEADS
     © ABN 89 647 469 707                                                                                                                                                                                                                                                                                                                                       JARO BAULEKA                                                      NOT FOR CONSTRUCTION
       75 NOOSA DRIVE                                                                                                                                                                                                                                                                                                                                            RPEQ: 20693
                            01    26/08/222       ISSUED FOR APPROVAL                   MVP           JAC       JB           SCALE:
    NOOSA HEADS, QLD 4567
                            REV    DATE                   DESCRIPTION                   DWN       CHK          APP                                                                                                                                                                                                                                                               DRAWING NUMBER:                                  PROJECT NUMBER:                           SHEET REV:
        +61 7 5211 1003
                                                                                                                                                                                  1:50                                                                                                                                                                          DATE: 26/08/22                                                                                               SIZE:
    RECORCONSULTING.COM                                         REVISIONS
                                                                                                                                                              DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                 035                                              20220198                                  A1 01