Approved Plans - MCU22/0025

1 .5




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .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.
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                                                                                                                                                                                                                                                                                                                                                                                        2. 5




                                                                                                                                                                                              NOR                             N/A                       SURVEYED BY:                                  SH/JC                                                                                                                OX RD                                                                                                                                                                                                                                                     JOB N°:             726886               PERMIT N°: TBC
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                                                                                                                                                                                                                                                                                                                                                                                                                        RB
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                                                                                                                                                                                       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
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NSW BUILDERS LICENCE N°: 36654C                      in this drawing.                                                  AAI
                                                                                                                                                                                                                                                                                                                                                                                      2. 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                            SEWER RUN                                                                                                                                                                                                                DRAWN:                            CHECKED:                   SHEET:
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      A.C.N. 053189469
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                                                                                                                                                                                                                                                        THIS SURVEY MAPS THE SITE FEATURES AND LEVEL, IT DOES                                                                                                                                                                                                                                                                                                                              Unauthorised use, reproduction
                                                                                                                                                                                                                                                                                                                                                                                          TREE                     HW
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                                                                                                                                                                                                                                                                                                                                                                                                                                               65 .8
                                                                                                                                                                                                                                                        NOT GUARANTEE THE POSITION OF PEGS, ALLOTMENT                                                                                     PROTECTION                    PIP
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                                                                                                                                                                                                                                                                                                                                                                                                                                          L=                FINISHED
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             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
Document Set ID: 21833072
Version: 1, Version Date: 24/02/2022