Development Application - Part 2 of 2 - Plans

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                                                                                                                                                                                                                                                                                                                                                                                                                   SCREEN FENCE. REFER
                                                                                                                                                                                                                                                                                                                                     I.Om HIGH CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                   LANDSCAPE ARCH I TECTS
r
                                                                                                                                                                                                                                                                                                                                     SLEEPER RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                                   DETA ILS.
                                                                                                                                                                                                                                                                                                                                     WALL. REFER DETA I L
                                                                                                                                                                                                                                                                                                                                                                                                                                         ,
                                                                                                                                                                                                                                                                                                                                                                                                                                         ,



                                                                                                                                                                                                                                                                                                                        PROV I DE        100nm 0I A WEEP HOLES                                                                           1
                                                                                                                                                                                                                                                                                                                        CORED DR I LLED THROUGH BASE OF                                                                     P.L. VAR I   KS-=========,
                                                                                                                                                                                                                                                                                                                        RETAINING WALL D I.Om CRS FOR
                                                                                                                                                                                                                                                                                                                        ENT I RE LENGTH OF WALL
                                                                                                                                                                                                                                                                                                                                                                                                                     CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                     RETAINING WALL.
                                                                                                                                                                                                                                                                                                                                                                                                                     HEIGHT VARIES.

                                                                                                                                                                                                                                                                                                                                                                           o


                                                                                                                                                                                                                                                                                                                                                                                         SECTION                    -       A
                                                                                                                                                                                                                                                                                                                                                                                         I: 100           IAII


                                                                                                                                                                                                                                                                                                                                                                                >-

                                                                                                                                                                                                                                                                                                                                                                                ~
                                                                                                                                                                                                                                                                                                                                                                                ....
                                                                                                                                                                                                                                                                                                                                           SCREEN FENCE. REFER                  V>                            BOLLARD FENC I NG    .

                                                                                                                                                                                                                                                                                                                                                                                ..
                                                                                                                                                                                                                                                                                                                                           LANDSCAPE ARCH I TECTS               ....                          REFER STD. DRG. 9502
                                                                                                                                                                                                                                                                                                                                           DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                    --’
                                                                                                                                                                                                                                                                                                                                                                                                                    u




                                                                                                                                                                                                                                                                                                                                                                                                                            ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                            PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                             SECTION                    -     B
                                                                                                                                                                                                                                                                                                                                                                                             I: 100 IAII
                                                                                                                                                                                                                                                                                                                                                                                                                                             >-

                                                                                                                                                                                                                                                                                                                                                                                                                                             ~
                                                                                                                                                                                                                                                                                                                                                                                                                                             ....
                                                                                                                                                                                                                                                                                                                                                                                                                                             V>
                                                                                                                                                                                                                                                                                                                                                                ’"
                                                                                                                                                                                                                                                                                                                                                                                                                                             ..
                                                                                                                                                                                                                                                                                                                                                                                                                                             ....
                                                                                                                                                                                                                                                                                                                                                                0..
                                                                                                                                                                                                                                                                                                                                                                                       FIN I SH EARTHWORKS TO                                                                    ,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ,
                                                                                                                                                                                                                                                                                                                                                                                       TOP OF EX I ST I NG BANK                                                                  ,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ,

                                                                                                                                                                                                                                                                                                                                                                                                                                                            I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                I. 4             fl.. ,=;1,,9,




                                                                                                                                                                                                                                                                                                                                                                                         SECTION                    -
                                                                                                                                                                                                                                                                                                                                                                                                                          C
                                                                                                                                                                                                                                                                                                                                                                                         I: 100 IAII                                                      ED
                                                                                                                                                                                                                                                                                                                                                                                                                                                          a.:
                                                                    SERVICED                                                                                                                                                                                                                                                                                                                                        EXISTING
                                                                   APARTMENTS                                                                                                                                                                                                                                                                                                                                       VEGETATED ’-<<lUND


                                                                     IT]]                                                                                                                                                                                                                                                                                                                    FREE DRAINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EEN I E CREEK ROAD

                                                                                                                                                                                                                                                                                                                                                                                             SWALE
                                                                                                                                                                                                                                                                                                                                                3.7
                                                                                                                                                                                                                                                                                                                                                                                                      I    in 20




                                                                                                                                                                                                                                                                                                                                                                       SECTION                    -        D
                                                                                                                                                                                                                                                                                                                                                                       I: 100    IAII
                                            SERVICED
                                                                                                                                                                                                                                                                                                                                                                                                                                                    ED
                                          APARTMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                    a.:
                                                                                                                                                                                                                                                FORM SHALLOW FREE ORA I N I NG
                                             IT]]                _______------                                                                                                                                                                  SWALE. TO BE CONF I RMED ON
                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                              VEGETATED ’-<<lUND
                                                                                                                                                                                                                                                SITE WI TH SUPI ER I NTENDENT.
                                          ------------
                                                                                                                                                                                                                                                                                                                                                                ROAD 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EEN I E CREEK ROAD




                                                                                                                                                                                                                                                                                                                                                                                                          3%
                                                                                                                                                                                                                                                                                                                                                                                                                                   in 2


                                                                                                                                                                                        >-
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                                                                                                                                                                                        ’:lI
                                                                                                                                                                                                                                                                                                                                         LCJ
                                                                                                                                                                                        ....
                                                                                                                                                                                                                                                                                                                                                                SECTION                  -    E
                                                                                                                                                                                        V>
                                                                                                                                                                                        ..
                                                                                                                                                                                        ....




                                                                                                                                                                                                                                                                                ,
                                                                                                                                                                                                                                                                                ,
                                                                                                                                                                                                                                                                                ,
                                                                                                                                                                                                                                                                                ,
                                                                                                                                                                                                                                                                                ,

                                                                                                                                                                                                                                                                                                                                                          PAD
                                                                                                                                                              EXISTING                                                                                                          L--~AA=!:FVEL
                                                                                                                                                              OPEN DRAIN

                                                                                                                                                                                                                                                                                                                                                                                                              CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                               Osurf   0.23Bcumecs
                                                                                                                                                                                                                                                                                                                                            -


                                                                                                                                                                                                                                                                                                                                                                                                              RETAINING WALL
                                                                                                                                                                                                                                                                                                                               Flow Depfh   163mn
                                                                                                                                                                                                                                 SECTION              -
                                                                                                                                                                                                                                                          G                                                                                           -




                                                                                                                                                                                                                                 I: 100 IAII
                                                                                                                                                                                                                                                                                                                                                                      SECTION                  -          F
                                                                                                                                                                                                                                                                                                                                                                      I: 100    IAII




                                                                                                                                                                                                                                                                            0   PAll lE’IELS 51,oa,72 & 73AAENlED            ’0117.111      GA
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    Consulting Engineers                                                                           1:500    10     5      0               10                     20   Al                                                                                                                                                                                                                                                                                                                      sheet 2or 2sheeIs
    development consultants, planners and SUlveyors                                                1,1000
                                                                                                             ,......_-_                                           I
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                                                                                                                                                                                                                                                                            E   SUI STATlOH AOOED,PAlllE’lELS REV1SED        1)3.oe.07      GA
                                                                                                                                                                                                                                                                                                                                                      NOOSA DOMAIN RETIREMENT VILLAGE
    JF & PCONSULTlNG ENGINEERS PTY.LTD. ASN n 050 414 036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      drawing number



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                                                                                                                                                                                        datum:        At derived                  origin (BM)                               F   CONS’IR\JC1B)STAlES SHOWN                    18.04.12       SCP
    SUNSHINE COAST                      GlADSTONE                                   100 NOT SCALE FROM THIS ORAWlNG use ONLY DIMENSIONS PROVIDED.IF IN DOUBT PlEASE ENQUIRE
                                                                                                                    -




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    M.rooc:hydore, Queensland. 4558     Gladstone, Oueen$land. ~
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    BRISBANE JF&P House
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                                                                                                       fORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUTn-IE
    Cnr Em..t and Mel1\1.1o Streets.,
    South Brisbane, Queensland. 4101
                                                                                     check&d     M     WRITTEN   CCJ’SENT OF JF & P CONSULTING ENGINEERS PTY. LTO.                             B   SECT10H E REVISED                                      2O.e.oe     JM                                                                              EARTHWORKS LAYOUT PLAN SHEET 2                                                     -
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    telephone (07)3M4 7181                                                      5    approved   A.Fraser    ...........!...~.~.                                                                C   PAll LEVELS REVISED TO SUIT WN’fLE SLABS               "13117.07   GA                                                                                                                                                                                                              date           28.2.06
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