Development Application Part 3 - Construction Management Plan, Floor Plans · OPW11/0335

                                                                                                                             2. 5

                                                                                                                                            SUGGESTED PROCEEDURE FOR FILLING AREA
                                                                                                                                            WEST OF THE PROPOSED BEACH SHACKS
                                                                                                                                             t STRIP SITE OF ALL VEGETAIEM.
                                                                                                                                    -< Jf    L FILL MTh OEAM SAID TO A LEVEL OF 1010 MOVE
                                                                                                                                            STAIg6 WATER.
                                                                                                                                            A LAY BOTEXTLE FABRIC IM A24' UNDER A Is WK
                                                                                                                                            'TO6AR TX1' FAO AND FILL WITH 6110 OF OMKIER
                                                                                                                                            DUST OR 5.710 RAVEL SOEDUC6.
                                                                                                                                            4. FILL WITH CLEAN SAID TO A LEVEL OF 70010 BELOW
                                                                                                                                            FRO ACCESS ROADWAY LEVEL
                                                                                                                                            S. COMPACT WITH A FLAT NNN ROLLER
                                                                                                                                            L LAY AODITULLL LAYER OF GEOTT)(TU FABRIC UK
                                                                                                                                            A2A' LONA THE SECOND Ma WOE LAYER OF 9ENSA0 TX1'
                                                                                                                                            (RD AND FLL WITH M010 ROAD BASE COMPACTED WRN A
                                                                                                                                            RAT BAN ROLLER.




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    SUGGESTED PROCEEDURE FOR FILLING AREA
    UNDER BEACH SHACKS AND PATHS :
    t STRIP CRASS, TREES AND ORGANIC MATTER FRO" THE
    SUNFA(E.
    2. PROW ROLL WITH A FLAT DRUM ROLLEFL
    3. FILL TO BULK EART1M01%S PAD LEVELS AS SHOWN N
    THE PLAN N 311w MAXNIM LAYERS.
    4. COMPACT WITH A FLAT DRAM ROLLER TO 90% RELATIVE
    DENSITY EACH LAYER.
    S. ALL STNHWATER AND SEWERAGE PIPES TO BE LOCATED
    N EASTERN SEE OF BEACH SHACK SLABS AND TED TO
    COEAETE AT 900 (RS ALL PIPES TO HAVE RE)MLE JOINTS
    ADAM TO SUSPENDED BEADI SHACK SLABS.

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            c ^. DOllIES NU
                  EARTHWORKS LEVEL

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                id^,wGkY.S :cIITDLR.

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                   PROPOSED ACCOMODATION AND                       BULK EARTHWORKS                                                                                                                            W MOWN
                                                                                                                                                                                                           2D
                                                                                                                                                                                                                =
                                                                                                                                                                                                         P.C. IIs. iLt
                                                                                                                                                                                                                         NrMI.
                                                                                                                                                                                                                       . VVA an 450
                   CO tSERCIAL DEVELOPMENT                         PLAN SHEET 2                                                                                                                      PIr IRA SNf %01 Fax IIYI SIN %%
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                   'ESSENCE OF PEREGIAN'                           STAGE 2                                                                                                    ENGINEERS
                   DAVID LOW WAY                           Illl                      E    2UM.M     ORISTRIMIOI STAOO 651E
                                                                                                                                                                            BTRUCTUAL CEWL
                                                                                                                                                                                                 -] PRYSTVA     A. VDESS      MAY M1

                                                                                                                                                                                                                 H. GRAY.       L150
                   PEREGIAN BEACH for                    essence                     (
                                                                                      D

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                                                                                                    OPERATdAL WNNS 651E
                                                                                                    FUM PROODURE AMENDED
                                                                                                    OMERAIOEAL WCIES 651E
                                                                                                                                                                                                L GEORGE

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                   SCANLON PROPERTY GROUP                                            A
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                                                                                          20.15.1
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                                                                                                    PROXfARY ISSUE
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