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

                                            SUGGESILU PROLEEDURE FOR FILLING AREA                    \
                                            WEST OF THE PROPOSED BEACH SHACKS :
                                                                                                         \\<
                                             t STRIP SITE OF ALL VEGETATIDB
                                             2. FILL WITH CLEAN SAN) TO A LEVEE OF 50r ABOVE
                                             STANDING WATER.
                                             I LAY GEOTEXRE FABRIC EOM A24' DOER A 101 WIDE
                                             'TENSAR TX W' SHE) AND FILL WITH O. OF TAUS ER
                                             DUST OR 5-7,1 GRAVEL SCREEIS6 .


                                             5. COPACT WITH A FLAT DRUM ROLLER.
                                             6. LAY ADDBDNAL LAYER OF GEOTEXTILE FABRIC EOM
                                             A24' HOER THE SECO ND WI WIDE LAYER OF 'TENSAR TXW' /
                                             GRID AND FILL WITH 20UPr ROAD BASE COIPACTED WITH/          9
                                                                                                         r
                                             RAT DRUH ROLLER.


               SUGGESTED PROCEEDURE FOR FILLING AREA
               UNDER BEACH SHACKS AND PATHS :
              t STRIP GRASS, TREES AND ORGANIC MATTER FROM THE
              SURFACE.
              2. PROOF ROLL WITH A FLAT DRUM ROLLER.
              3. FLL TO BILK EARTHWORKS PAD LEVELS AS SHOWN ON
              THE PLAN N 310.. MAXIMUM LAYERS.
• 4. COMPACT WITH A FLAT SHIM ROLLER TO 91% RELATIVE
              DENSITY EACH LAYER.
              S. ALL STOMWATER AND SEWERAGE PPES TO BE LOCATED
              ON EASTERN SIDE Of BEACH SHACK SLABS AND TED TO
              CONCRETE AT 900 DRS. ALL PPES TO HAVE FLEXIBLE )DINTS
              ADJACENT TO SUSPENDED BEACH SMACK SLABS.




                     `6.01 MOTES BUU(
                              EARTHWORKS CONTOUR.




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                                                                      V




                                                                                                                                                                                                      TOD C0INILTNO PTT. LTOA
                                 PROPOSED ACCOMODATION AND                                                     BULK EARTHWORKS                                                                                 A.1
                                                                                                                                                                                                           20 Mar SHwt.
                                                                                                                                                                                                                     "ON   lee.wl1.
                                                                                                                                                                                                         P.D. B... 61 NwuvtLe OLD 45"
                                 COMMERCIAL DEVELOPMENT                                                        PLAN SHEET I                                                                           PO.w (07) 5444 %OD Fa. (07) Sul %%
                                                                                                                                                                                                        DIAL   wpiVI..Of.&o 4H.0m1
                                                                                                                                                                                                           W.k ..w.l.An..041.
                                 'ESSENCE OF PEREGIAN'                                                         STAGE I AP 2                                                  ENGINEERS
                                 DAVID LOW WAY                                                                                    F    24.01.11 CONSTRUCTION STAGING S5)5                     15. r't PRYSTNJPA I /' A. VEIESS I' MAY 215
                                                                                                                                  E    30.)t5 OPERATIONAL WORKS ISSUE
                                                                                                                                                                            STRUCTURAL CFWL                    °5.a a H. MAY
                                 PEREGIAN BEACH for       essence                                                                 D
                                                                                                                                  (
                                                                                                                                  IT
                                                                                                                                       6.07.1 FILLING PROCEEDURE AMENDED
                                                                                                                                       15.0.5 ASPHALT OVERLAY ADDED
                                                                                                                                       1.06.0 OPERATIONAL WORKS ISSUE
                                                                                                                                                                                                  B. GEORfiE
                                                                                                                                                                                              sme '
                                                                                                                                                                                                      4a7      AW-d
                                                                                                                                                                                                                                     T2S1

                                                                                                                                                                                                                                     AM
                                 SCANLON PROPERTY GROUP                                                                           A    2105.1 PRELIMINARY ISSUE                                                                  F
                                                                                                                                 t^L
                                                                                                                                        ..        .r, b.                                      y "L 10525       ' C4