Development Application Part 2 of 2 - Application Plans - OPW13/0308

,


                                                                                                                                                                                                                                                                                                     125



                                                                                                                                                                                                                                                                                                 -fi-
                                                                                                                                                                                                                                                                      150 x 75 STRINGER


                                                                                                                                                                                                                                                                      1/M16 S/S

                                                                                                                                                                                                                                                                      1/M16S/S
                                                 MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
 --_-------




                            DECK
                            RL 1.0AHD
                                                                                                                                                                                                                          RECESS HEADSTOCK                             200 TREATED
                                                                                                                                                                                                                          &STRlNGERS                                  HWDPILE
                                                 MINIMUM WATER RL 0.44 AHD
                                                                                                                                                                                                                          25 NOM INTO PILE
                        I-- r----
                                                                                                                                                            -EXISTING
                                                                                                                                                  \I           REVETMENT
                                                                                                                                                   ~ STONE         WALL

                                                                                                                                                          PITCHING                                        TYPICAL SECTION                                                                 SPLICE JOINT DETAIL
                                                                                                                                                                                                          1:20                                                                            1:20




                     l~                 ~II
                    "                        "                                                                                                                                                                     THE ANCHORAGE
         ~          "                        "
                    "                        "                                                                                                                                                                           20000
                    "                        "                                                                                                                                                                           227.3725"

          --’....   U                        U                                              SIDE ELEVATION
                    FRONT ELEVATION                                                         1:100



                    1:100
                                                                                                NOTES:

                                                                                                1. UNLESS NOTED OTHERWISE ALL nMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
                                                                                                AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.


                                                                                                2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
SOLID BLOCKING
                                                                                                AGENCYS’ OPERAnONAL POLICY."BUILDING AND ENGINEERING STANDARDS FOR nDAL WORKS,"
ALONG CURVED EDGES
ONE S/S FRAMING ANCHOR
                                                                                                3. ALL STAINLESS STEEL BOLTS, RODS,ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
EACH END (NOTSHOWN                                                                                                                                                                                                                                                                               PILE-IT PTY LTO
                                                                                                STEELWORK INCLUDING NUTS, BOLTS,WASHERS, SCREWS, NAILS, ETC.. SHALL BE HOT DIPPED GALVANISED
ON FRAMING LAYOUT)
                                                                                                OR STAINLESS STEEL.
                                                                                                                                                                                                                                                                                                 TRADING AS

                                                                                                4. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
                                                                                                                                                                                                                                                                                                 NOOSAJETTY
                                                                                                                                                                                                                                                                                                 BUILDERS
                                                                                        DO NOT FIX JETTY
                                                                                                                                                                                                                                                                                                 Llconce No 723720
                                                                                        TO REVETMENT WALL
                                                                     V5000/A k                                                                                                                                                                                                                   ASN 55 099 036 736

                                                                    1       1                                                                                                                                 LOT            780                                                                 PO Box 299      Ph/Fax 0754743480
                                                                                                                                                                                                                                                                                                 NooaaviIIe      Mobile   0408137526
                                                                                                                         JETTY USE:                                                                                                                                                              QId 4586                 0417749644

                                                                                                                         SINGLE USER, PRIVATE                                                      ~
                                                                                                                                                                                                              800m2
                                                                                                                         NO VEHICULAR ACCESS                                                     f.,.
                                                                                                                                                                                               ""’"                                                              ""                              McDONALD
                                                                                                                                                                                               i~                                                                i
                                                                                                                                                                                                                                                                                                 PROPOSED JETTY
                                                                                                                         WALKVVAY DECK VERTICAL
                                                                                                                                                                                                                                                                                                 LOT 780
                                                                                                                         DESIGN LIVE LOAD        -   2.0 kPa

                                                                                                                                                                                                                                                                                                 (No.24)
                                                                                                                                                                                                                                                                                                 THE ANCHORAGE
                                                                                                                         MAXIMUM MOORED VESSEL                 -
                                                                                                                                                                   5m
                                                                                                                         BERTHING VELOCITY           -   0.5 mlsec                                                                                                                               NOOSA WATERS
                                                                                                                                                                                                                                                                                                                          RABRINK PlY LTC T/A

                                                                                                                         PILES:
                                                                                                                         ALL PILES SHALL BE APPROVED
                                                                                                                                                                                                                                                                                                   J & Associates     John Norden

                                                                                                                         HARDWOOD AND TREATED
                                                                                                                         TO HAZARD 6.
                                                                                                                         ALL PILES SHALL BE INSTALLED
                                                                                                                                                                                                                 15500
                                                                                                                                                                                                                                                1500
                                                                                                                                                                                                                                                O/A
                                                                                                                                                                                                                                                          3000
                                                                                                                                                                                                                                                                                                   .                          ACN 010 263 877

                                                                                                                                                                                                                                                                                                                      structural I Civil o-Ign Engl......
                                                                                                                         IN ACCORDANCE WITH AS 2159
                                                                                                                                                                                                                                                                                                                      Suila 16 T_ntin Plaza.
                                                                                                                         PILING CODE
                                                             3800
                                                                                                                                                                                                                         20000
                                                                                                                                                                                                                         47.37’ 15.                                                                .A
                                                                                                                                                                                                                                                                                                   =a=a
                                                                                                                                                                                                                                                                                                                      Poinciana Avenue I PO Box 205
                                                                                                                                                                                                                                                                                                                      T_Q4565


                                                                                                                                                                                                                                                                                                                      Ph: 07 54497137 Fax: 07 54497172
                                                                                                                                                                                                                                                                                                                      Ema :[email protected]
                                                            4100O/A

                                                                                                                                                                                                                                                                 I    REAL PROPERTY              DRAWN                        DATE

                                                                                                                                                                                                                                                                      DESCRIPTION
                                              FRAMING LAYOUT                                                                                                                                                                                                     I    LOT 780                    SCALE
                                                                                                                                                                                                                                                                                                           SASHTON                   MARCH 2013


                                                                                                                                                                                                                                                                                                                              DESIGNED

                                              1:100                                                                                                                                                                                                                   RP 910420


                                                                                                                                                                                                          12900                            41000/A        3000
                                                                                                                                                                                                                                                                 I    PARISH WEYBA
                                                                                                                                                                                                                                                                      COUNTY MARCH               ISSUE
                                                                                                                                                                                                                                                                                                           AS SHOWN
                                                                                                                                                                                                                                                                                                                              CPEng, MIEAust. RPEQ.


                                   SOLID BLOCKING                                                                                                                                               ~                                      k              k           k                                        WORKING DRG
                                   ALONG CURVED EDGES
                                                                                                                                                                                               1                                      ’I             ’I          1
                                   ONE SlS FRAMING ANCHOR
                                   EACH END (NOTSHOWN                                                                                                                                                                                                                                            DRGNO.                                     AMENDMENT
                                   ON FRAMING LAYOUT)
                                                                                                                                                                                                    SITE PLAN        1:200
                                                                                                                                                                                                                                                                                                            13/40-1