Appendix A - Proposal Plans

5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     189
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                188
                                                                                                                                                                                                                             APPROX. LOCATION OF DRIVEWAY,                                                                                                                                                                                                                                                                                                    eway




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                190
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                el Driv




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .81
                                                                                                                                                                                                                             (CENTERLINE MAX 1:5 AVERAGE                                                                                                                      191.35                                                                                                                                                        Grav




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            186




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .67
                                                                                                                                                                                                                             GRADIENT) TO EXISTING GRAVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         185
                                                                                                                                                                                                                                                                                                                                                                                                                                                  .92
                                                                                                                                                                                                                             DRIVEWAY (BY CUSTOMER)




                                                                                                                                                                                                                                                                                                                                                                                                                                               190
                                                                                                                                                                                                                                                                                                 191.41




                                                                                                                                                                                                                                                                                                                                                           .02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   189.78




                                                                                                                                                                                                                                                                                                                                                        191
                                                                                                                                                                                                                                                                   191.2
                                                                                                                                                                                                                                                                        5                                                                                                                                                                                                                                       190.57                                                                    .50 25  0          0            188.27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     75             189 189. 189.088.75 188.5 8.25 00
                                                                                                                                                                                                                                                                           .13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .                                                                                       186.86
                        CONTROLLED SETOUT REQUIRED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .00                    189                                   1          8      .    .75 50
                                                                                                                                                                                                                                                                        191




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    189.50                 1 188                      5   0
                        EXCAVATION NOTES:                                          STORMWATER DESIGN:                                                                                                                                                                                                                                                                                                                                                                                                                            190                                                                188.33           187 187. 187.2 187.0 .75 0                        185.67

                        BUILDER TO EXCAVATE APPROX. SPREAD FILL OVER               STORMWATER DRAIN AND DOWN PIPE LAYOUT SHOWN IS                                                                                                                                                                                                                                                                                                                                                                     190.13                                                                                                                            186186.5 86.25.00 75
                                                                                                                                                                                                                                                                                                 4                                                                                                                                         190.69                           2                                                                                                                                                    186.78          1 86 85. .50 25
                        REMAINING BUILDING AREA TO LEVEL (WHERE POSSIBLE).         INDICATIVE ONLY. PROVIDE MINIMUM 90mm DIA U.P.V.C.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Timber P
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1      1 185 85. .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                  5                                               1
                                                                                   STORMWATER DRAINS WITH MIN 1:100 FALL CONNECTED TO
                                                                                                                                                                                                                                                              191.
                                                                                                                                                                                                                                                                   00                                                                                                                                                                        190.2                                                                                                                                                                                              ost & Bar
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          bed Wire
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1 85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1
                        EXCAVATIONS TO START MIN 1200mm FROM                       LEGAL POINT OF DISCHARGE. PROVIDE 100mm DIA 'SEWER'             MAIN PAD                                                                                                                                                                                                         190.75                                                  190.26                                                                                                                                                                                                                                                                                                    Fence 184.68
                        EDGE OF BUILDING. EMBANKMENT BATTER SLOPES MUST NOT        QUALITY U.P.V.C. DRAINS TO UNDERSIDE OF GARAGE               STANDARD EARTHWORKS, OWNER
                        BE STEEPER THAN 45° AND MUST NOT TO EXTEND BEYOND
                        TITLE BOUNDARY. (UNLESS NOTED OTHERWISE)
                                                                                   CONCRETE SLAB. PROVIDE 300mm GROUND COVER TO ALL
                                                                                   DRAINS. GRADE SOIL AWAY FROM PERIMETER OF BUILDING
                                                                                                                                                    RETAINING AS NEEDED

                                                                                                                                                GFL: 191.500 AHD
                                                                                                                                                                                                                                                               190.75
                                                                                                                                                                                                                                                                               190.86
                                                                                                                                                                                                                                                                                                                                          190.18             ence
                                                                                                                                                                                                                                                                                                                                                                                                                                               Road
                                                                                                                                                                                                                                                                                                                                                                                                                                            ek
                                                                                                                                                                                                                                                                                                                                                       Wire F                                                                                                                           To
                                                                                                                                                                                                                                                                                 .31




                                                                                   TO AVOID PONDING.                                            CUT: 110MM
                                                                                                                                                                                                                                                                                                                                                ed
                                                                                                                                                                                                                                                               190.50                                                                    & Barb
                                                                                                                                                                                                                                                                                                                                                                                                                                           e
                                                                                                                                                                                                                                                                              190




                        IF REQUIRED BUILDER TO PROVIDE DRIVEWAY
                        ACCESS CUT AT MAX. GRADIENT OF 1:5 (U.N.O)
                                                                                   HSTP BY METRICON
                                                                                                                                                FILL: 140MM
                                                                                                                                                FFL: 191.810 AHD
                                                                                                                                                                                                                                                               190.25 /G Power
                                                                                                                                                                                                                                                                                                                            Timbe
                                                                                                                                                                                                                                                                                                                                  r Post

                                                                                                                                                                                                                                                                                                                                                                                                                                     lli Cr
                                                                                   REFER TO SPECIFICATIONS FOR LOCATION OF PROPOSED
                                                                                   HSTP SYSTEM & LAND APPLICATION AREA                           NOTE: PROVIDE ALL BATTERS
                                                                                                                                                                                                                                             3                                 U

                                                                                                                                                                                                                                                                                                                                                                                                                                oy Be
                                                                                                                                                                                                                                                                                                                                                                                                                               r
                        IF CONCRETE DRIVEWAY IS NOT PROVIDED IT IS THE                                                                             AT MINIMUM 1:2 U.N.O.
                        CUSTOMERS RESPONSIBILITY TO PROVIDE GRATED DRAIN
                        ACROSS GARAGE OPENINGS WHERE REQUIRED TO AVOID
                        PONDING
                                                                                   SLIP COUPLINGS:
                                                                                   REQUIRED FOR ALL "H", "P" AND "E" SOIL CLASS SITES. REFER
                                                                                   TO ENGINEERS SPECIFICATIONS FOR FURTHER INFORMATION.                                                                                                                                                                                                                                                                                     Coo
                        SITE PLAN
                         1 : 200
                                                                                                                                                                                                                                                                                                      SITE DESCRIPTION                                                                                               PIT
                        NOTES:                                                                                                                                                                                      SITE AREA                                                                                                                                    LEGEND:                                         TE
                                                                                                                                                                                                                                                                                                                                                                                                                   LE
                                                                                                                                                                                                                                                                                                                                                                                                                                                          FENCE / GATE          DRAWING TITLE:                                                                                     DESIGN:                                                                                         OWNER:
                                                                                                                                                                                                                                                      LOT:                                          4                                                                                                                      IE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SITE PLAN
                                                                                                                                                                                                                 371590.55 m²                                                                                                                                            H3             EXISTING                 SE
                                                                                                                                                                                                                                                                                                                                                                                                                   WE
                                                                                                                                                                                                                                                                                                                                                                                                                     RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                          GARDEN SHRUB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FONTAINE 49                                                                                     P. & D. TOWNSEND
                                                                                                                                                                                                                                                      ON:                                           SP226704
                                                                                                                                                                                                              O/ALL SITE COVERAGE                                                                                                                                                       TREE
                                                                                                                                                                                                                                                                                                                                                                                                                    EC
                                                                                                                                                                                                                                                                                                                                                                                                                         PO
                                                                                                                                                                                                                                                                                                                                                                                                                           LE
                                                                                                                                                                                                                                                                                                                                                                                                                                     SRW      SRW         EXISTING TREE
                                                                                                                                                                                                                                                      LOCAL AUTHORITY: NOOSA SHIRE COUNCIL                                                                                                                       EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0             2        4                 6m                                                                                                                                    CEILING:
                                                                                                                                                                                                              535.17 m²     Acreage CONTOUR INTERVAL: 0.25m                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LOT 4 COOROY-BELLI CREEK ROAD
30/11/2021 3:45:39 PM




                                                                                                                                                                                                                                                                                                                                                                                                                         LV                                                                                                         Do NOT scale this drawing.
                                                                                                                                                                                                                                                                                                                                                                                                                       VA                                 POWERLINE
                                                                                                                                                                                                                                                                                                                                                                                        TREE
                                                                                                                                                                                                                                                                                                                                                                                                            SV   ST
                                                                                                                                                                                                                                                                                                                                                                                                                    OP                                                                                                              All written dimensions take precedence
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               27G L COOROY, QLD
                                                                                                                                                                                                              COVENANT APPLICABLE DATUM:              AHD                                                                                                                               REMOVED
                                                                                                                                                                                                                                                                                                                                                                                                                    N
                                                                                                                                                                                                                                                                                                                                                                                                                                     VER       VER        VERANDAH               SCALE 1:200 (A2)                                   over scaled dimension. If in doubt, ASK.
                                                                                                                                                                                                                                                                                                                                                                                                                 SIG
                                                                                                                                                                                                                                                                                                                                                                                        m




                                                                                                                                                                                               TH
                                                                                                                                                                                                                                                                                                                                                                                      2. 5




                                                                                                                                                                                            NOR                             N/A                       SURVEYED BY:                                  SH/JC                                                                                                                OX RD                                                                                                                                                                                                                                                     JOB N°:             726886               PERMIT N°: TBC
                                                                                                                                                                                                                                                                                                                                                                                    Z




                                                                                                                                                                                                                                                                                                                                                                                                                      RB
                                                                                                                                                                                                                                                                                                                                                                                 SR




                                                                                                                                                                                     TRUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                          ROOF LINES
                                                                                                                                                                                                                                                                                                                                                                                                                    TE BOA                                                                                                                                                                                                               © COPYRIGHT
                                                                                                                                                                                                                                                                                                                                                                                        STRUCTURAL               M E ITCH
                                                                                                                                                                                                                                                      DATE SURVEYED:                                12.08.20                                                                                                       SW                                     BRICK                                                                                                                     209 Robina Town Centre Dr, Robina, QLD, 4226                                                   WIND SPEED:             N5               MASTER ISSUED:            FEB 2021
                                                                                                                                                                                                                                                                                                                                                                                        ROOT ZONE                          ER
                                                                                                                                                                                                                                                                                                                                                                                                                        ET                                                                                                                                                          QBCC LICENSE N°: 40992                               Metricon homes owns copyright
                                                                                                                                                                                                                                                      PLAN NO. REV:                                 1                                                                                                             GA
                                                                                                                                                                                                                                                                                                                                                                                                                     SM
                                                                                                                                                                                                                                                                                                                                                                                        m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NSW BUILDERS LICENCE N°: 36654C                      in this drawing.                                                  AAI
                                                                                                                                                                                                                                                                                                                                                                                    2. 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                          SEWER RUN                                                                                                                                                                                                                DRAWN:                            CHECKED:                   SHEET:
                                                                                                                                                                                                                                                                                                                                                                                  Z




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    A.C.N. 053189469
                                                                                                                                                                                                                                                                                                                                                                                 TP




                                                                                                                                                                                                                                                      THIS SURVEY MAPS THE SITE FEATURES AND LEVEL, IT DOES                                                                                                                                                                                                                                                                                                                              Unauthorised use, reproduction
                                                                                                                                                                                                                                                                                                                                                                                        TREE                     HW
                                                                                                                                                                                                                                                                                                                                                                                                                    U
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Tel: (07) 5501 7200 - Fax: (07) 5562 2194
                                                                                                                                                                                                                                                                                                                                                                                                                                             65 .8
                                                                                                                                                                                                                                                      NOT GUARANTEE THE POSITION OF PEGS, ALLOTMENT                                                                                     PROTECTION                    PIP
                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                      FS
                                                                                                                                                                                                                                                                                                                                                                                                                                        L=                FINISHED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    www.metricon.com.au
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         or adaption is forbidden and will
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         be prosecuted.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONTRACT                                    02/12
                                                                                                                                                                                                                                                                                                                                                                                                                   WN                                     SURFACE
                                                                                                                                                                                                                                                      BOUNDARIES OR FENCES. CHECK TITLE FOR ANY EASEMENTS.                                                                              ZONE                     DO                                       LEVEL                                       SPEC: SIGNATURE LUXE 01.07.2021                                                                                                                                                                        DATE: 15.11.21