Development Application - Part 2 of 2 - Plans

                                                                                                                                                                                                                                                   SOUND FENCE NOTES
                                                                          0.6m                                                                                                                                                                                                                                                                                                                DESIGN CRITERIA
                                                                                                                                                                                                                                                   I. MAXIt.tJM PERMISSIBLE STRESS DESIGN WIND VELOCITY                                          IS 42m1s 1W421.
                                                                                            3.5m                1.5m              3.5m                                                                                                                                                                                                                                                        TERRA I N CATEGORY             2.5
                                                                                                                                                                      I .2m W I DE CONCRETE PATtfNAY.                                                                                                                                                                                         REGION          B
                                                                                                                                                                                                                                                   2. THE ENTIRE FENCE ABOVE GRO\IND SHALL BE CONTAINED WITHIN                                               THE                                          -




                                                                                                                                                                      REFER STD DRG 90I I           .
                                                                                                                                                                                                                                                   PRIVATE PROPERTY AND MAINTAINED BY THE PROPERTY CII\1jER.                                                                                  Vz   1000   ,   52.2mls


                    PLATFORM LEVEL                                                                                                                                                                                                                 3. ALL PALINGS, RAILS AND PLINTH SHALL BE C.C.A. TREATED PINE TO H5
                                                                                                                                                                                 PLATFORM LEVEL                                                                                                                                                                                               NO I SE BARR I ER SCHEDULE
                                                                                                                                                                                                                                                   LEVEL I N ACCORDANCE WITH AS 1604.

                      Batter Varies                                                                                                                                                                                                                4. ALL FIXINGS SHALL BE HOT DIP GALVANISED OR EQUIVALENT.                                                                                  FENCE HE I GHT                 2000
                      I    In 4 max.                                                                                                                       DR I VEOVER KERB AND CHANNEL.
                                                                                                                                                           REFER STD DRG 9001                                                                      5. ~ F5 TREATED PINE, REFER PALING DETAILS FOR SIZES. NAILS
                                                                                                                                                                                                                                                                       -


                                                                                                                                                                                                                                                                                                                                                                                                                       2.400c.c.
                                                                                                                                                                                                                                                                                                                                                                                              POST SPAC I NG
                                                                                                                                                                                                                                                   SHALL BE 2.8. HOT-DIP GALVANISED FLAT HEAD CLOUTS lOR SIMILAR
                                                                                                                                                           SIDE DRAIN. REFER
                                                                                            TYPE t.16 KERB. REFER                                                                                                                                  GUN-DRIVEN NAILSI. STAGGER NAIL PATTERN ALONG LENGTH OF PALING TO
           I NF I LTRAT ION/STORAGE ORA IN.                                                                                                                STD DRG 9205                                                                                                                                                                                                                       POST SIZE                125x75x4
                                                                                                                                                                                                                                                   AVOID SPLITTING AND DRIVE NAILS SQUARE TO FACE OF BOARD. RING SHANK
           WHERE SHOWN, REFER DETAIL ON                                                     IMEAQ STO ORG R-0080.
                                                                                                                                                                                                                                                   NAILS TO BE USED.
           DRG MI717-008.                                                                                                                                                                                                                                                                                                                                                                     RAIL SIZE                     IOOx50
                                                                                                                                                                                                                                                   6. .!lA!l       -   F II TREATED HARI1MlOD TO HAZARD LEVEL H3 AND DURA81l1 TY
                                                                                                                                                                                                                                                   CLASS 2. FIX WITH No.                                   14   -
                                                                                                                                                                                                                                                                                                                    10   .50   GALVANISED HEX HD TYPE 17 SCREW.                                                              1500
                                                                                                                                                                                                                                                                                                                                                                                              FTG. DEPTH
                                                                                                                                                                                                                                                   RAIL SPACING             IS TYPICAL FOR 2.om HIGH FENCE. ADDITIONAL HEIGHT ABOVE
                                                                                        TYPICAL SECTION
                                                                                                                                                                                                                                                   2.om SHOULD BE 0I STR I BUTEO                                    EVENLY OVER      INTERNAL RA IL SPAC I NGS.
                                                                                                                                                                                                                                                                                                                                                                                              FTG. DIAMETER                  450
                                                                                        1    5   0                                    5 Al                                                                                                         MAXIt.tJM SPACING OF BOOmn.
                                                                             1 ,100

                                                                             1 , 200                                                     A3                                                                                                                                                                                                                                                   ,    REFER NOTE 7
                                                                                                                                                                                                                                                   7. f2Sli        -
                                                                                                                                                                                                                                                                       RHS HOT-DIP GALVANISED AFTER FABRICATION. POST SPACING
                                                                                                                                                                                                                                                   FOR END AND CORNER PANELS TO BE REDUCED TO HALF OF INTERNAL SPAC I NG.
                                                                                                                                                                                                                                                   REFER TABLE FOR ND. OF PANELS.


                                                                                                                                                                                                                                                   B. fl..!!!!!!       -   200. 50 F5 TREATED PINE                              INON FIXEDI.

                                                                                                                                                                                                                                                   9. DIMENSIONS                IN MILLEMETRES IUNDI.


                                                                                                                                                                                                                                                   10. ’lLD I NG OF F I X I NG PLATE TO POSTS TO BE A 6mn CONT I NUDUS FIllET
                                                                                                                                                                                                                                                   ’lLD TO STRUCTURAL GRAOE I SP I. WELDS SHOULD BE COMPLETED                                           IN
                                                                                                                                                                                                                                                   ACCORDANCE WITH THE REQUIREMENTS OF AS                                         1554.1,2004.




                                                                                                                                                                                                                                                     I, ANOREW FRASER HEREBY CERTIFY THAT THE DESIGN OF THE SOUND
                                                                                                                                                                                                                                                     FENCING AND FOOTINGS COMPLIES WITH ALL REQUIRED DESIGN CRITERIA.


                                                                                                                                                                                                                                                     SIGNATURE __________.JlPEQ 5691 DATE                                                    ________




                                                                                                                                                                                                                                                     FOR AND ON BEHALF OF JF8P CONSULT I NG ENG I NEERS PTY.LTO.


                                                                                                                                                                                                                                                                                                                                                                                                                           ROA 0              PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                           RESERVE            PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CAP TOP OF POSTS WI TH 8 TH I CK
                                                                                                                                                                                                                                                                                                                               I-
                                                                                                                                                                                                                                                                                                                                                                                                                  ----si                                            PLATE, 4 CFW. PROVIDE 20. HOLE
                                                                                                                                                                                                                                     100    x    50 RAIL                                                                                                                                                              R
                                                                                                                                                                                                                                                                                                                               I-                                                                                                                                   FOR HOT-DIP GALV. ON PALING SIDE

                                                                                                                                                                                                                                                                                III                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OF POST AND PLUG AFTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GA LVANISING WITH RUBBER GROMMET.
                                                                                                                                                                                                                                                         100   x       25                              -<:                                                                                                            ."



                                                                                                                                                                                                                                                                                mLlNG                                          I--
                                                                                                                                                                                                                                                                                                                                                                                                                      ...




                                                                                                                                                                                                                                                                                                                                                                                                                  1-
                                                                                                                                                                                                                                                                                                                               r--
                                                                                                                                                                                                                                                                                                                                                                                                                                ~                     I-- POST S I ZING REFER

          V.C.LenQth
          RADIUS OF CURVATURE
          TANGENT GRADE 1%1
                                   Iml


                                                                                                                                                                                                                          .1                                                                                        II                                                                                                0
                                                                                                                                                                                                                                                                                                                                                                                                                      0 :I:
                                                                                                                                                                                                                                                                                                                                                                                                                      ’"

                                                                                                                                                                                                                                                                                                                                                                                                                                i
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TABLE AND NOTE 7




                                                                                                                                                                                                                                                                                                                               r--
          DISTANCE IP-IP
                                                                                                                                                                                                                               r                                                                                                                                                                                  I-            ~
                                                                                                                                                                                                                           a                                                                                                   I--



                                                                                                                                                                                                                                                                                 I                                                                                    I                                               ~                           I                   APPLY SEALANT BETWEEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      POST AND CONCRETE


               EARTHWORKS
                                                                                                                                                                                                                               I                    Nl
                                                                                                                                                                                                                                                                                                                               l-
                                                                                                                                                                                                                                                                                                                               l-
                                                                                                                                                                                                                                                                                                                                                                                    200 x    50 PLINTH
                                                                                                                                                                                                                                                                                                                                                                                                                  I   R         or---
                                                                                                                                                                                                                                                                                                                                                                                                                                ~,__.-
                                                                                                                                                                                                                                                                                                                                                                                                                                                      II
                                                                                                                                                                                                                                                                                                                                                                                                                                                      h’:":-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SQUARE OR CIRCULAR FORlMlORK TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BE USED AT TOP OF FOOT I NG.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONCRETE TO SLOPE 25 AWAY FROM
               LHS LIP OF                                                                                                                                                                                                                            I                     .                                                                                 ..
                                                                                                                                                                                                                                                                                                                                                                                                                                       ..

                                                                                                                                                                                                                                                                   ..
                                                                                                                                                                                                                                                                                                 ’N’
                                                                                                                                                                                                                                                                                                                                                       .’
                                                                                                                                                                                                                                                                                                                                                                                    ...
                                                                                                                                                                                                                                                                                                                                                                                                                                      ;                   ..
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      POST. EXTEND FORMNORK TO FULL
                                                                                                                                                                                                                                                                                          ."
                                                                                                                                                                                                                                                                                                                                                                                                                      :I:
               KERB          LEVELS                                                                                                                                                                                                                                                                                                                                                                                   t- W                                            DEPTH IN COLLAPSIBLE SOILS OR
                                                                                                                                                                                                                                                                           .-                      ’.
                                                                                                                                                                                                                                                                                                                                                             ."                         ’.                            0.. ..J
                                                                                                                                                                                                                                                                                                                                                                                                                                          ..


                                                                                                                                                                                                                                                                                                                                                                                                                                                          ....
                                                                                                                                                                                                                                                                                     ....         ’.’                                                                     .’           .’                                                                             WHERE DIRECTED BY SUPER I NTENDENT
                                                                                                                                                                                                                                                                                                                                                                                                                      w <D            .
                                                                                                                                                                                                                                                                                                                                                                                                                                              ;                                                              .


                                                                                                                                                                                                                                                                                                                                                                                                                      ’"                  ~
                                                                                                                                                                                                                                                                       0’                           .                                                        "
                                                                                                                                                                                                                                                                                                                                                                                    .,
                                                                                                                                                                                                                                                                                                                                                                                                                            ~
               RHS LIP OF                                                                                                                                                 NOTE. FIXING TO EXISTING BLOCK                                                                                                                                                                   ~
                                                                                                                                                                                                                                                                                                                                                                                    .

                                                                                                                                                                                                                                                                                                                                                                                                                      ’"
                                                                                                                                                                                                                                                                                                                                                                                                                      z a:
                                                                                                                                                                                                                                                                                                                                                                                                                                            ,
                                                                                                                                                                                                                                                                                                                                                                                                                                                      "
                                                                                                                                                                                                                                                                                                                                                                                                                                                           ".


                                                                                                                                                                                                                                                                                                                                                                                                                      -
                                                                                                                                                                                                                                                                                                                                                                                                                            w                                  ’1-N25 MPa CONCRETE,
               KERB LEVELS                                                                                                                                                RETAINING WALL                          IN ACCORDANCE WITH                               ~.
                                                                                                                                                                                                                                                                                            .’
                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                                                                        ~
                                                                                                                                                                                                                                                                                                                                                                               .’                                     t- ...
                                                                                                                                                                                                                                                                                                                                                                                                                      0w        0
                                                                                                                                                                                                                                                                                                                                                                                                                                      ’.-
                                                                                                                                                                                                                                                                                                                                                                                                                                            "              "




                                                                                                                                                                                                                                                                                                                                                                                                                                                               ~. 60 SLUMP CONCRETE
                                                                                                                                                                                                                                                                                      ......                                                                                   "".
                                                                                                                                                                                                                                                                                                                                                                                                                                0                     .
                                                                                                                                                                                                                                                                            .’                                                                                                                                        0a:
                                                                                                                                                                          STRUCTURAL ENGINEERS DETAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                                -

                                                                                                                                                                                                                                                                                                                                                                                                                      ...
                                                                                                                                                                                                                                                                                                                                                                  -

                                                                                                                                                                                                                                                                                                                                                            -,’
                                                                                                                                                                                                                                                                                      ..
                                                                                                                                                                                                                                                                                                                                                        .,
                                                                                                                                                                                                                                                                                                                                                                           ’.’
                                                                                                                                                                                                                                                                                                                                                                           .

                                                                                                                                                                                                                                                                                                                                                                                -;,’                                                _,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    -   175   x   125 x 8 BASE PLATE 4 CFW
                                                                                                                                                                                                                                                                                      .

                                                                                                                                                                                                                                                                                            ’;,’
               CUT                                                                                                                                                                                                                                                 ’"
                                                                                                                                                                                                                                                                                     ’"          :~
                                                                                                                                                                                                                                                                                                                                                         .. .
                                                                                                                                                                                                                                                                                                                                                                          .                                                               .,~                  ..       20. HOLE FOR HOT -0 I P GALV.
                                                                                                                                                                                                                                                                                            .

                                                                                                                                                                                                                                                                                                                         POST SPACING
               FILL                                                                                                                                                                                                                                                                                                 REFER TABLE AND NOTE 7                                                                                          F OTl NG DIAMET R
                                                                                                                                                                                                                                                                                                                                                                                                                                      REFER TABLE

               PAVEMENT
               LEVELS
                                                                                                                                                                                                                                                                                                                                                                                                                                M I 0 HEXAGON HEAD

               SURFACE                                                                                                                                                                                                                                                                                                                                                                                                          GALVANISEO BOLT

               LEVELS

               PEGGED
               CHAINAGE


                                                                        RISmR50m             R4OmR-40m
          Harlz           Curve     Data                                0<:::0                   0<             :::0                                                                                                       PALING ATTACHMENT DETAIL                                                                                                                                                                             PALING                                                          15mm

                                                         1 , 1000 10 5   0    10       20        30   40        50 Al                                                                                                                                                                                                                        ELEVATION                                               PLAN
                                                         1 , 2000                                                  A3                                                                                                                                                                                                                                                                                                                                                               POST
                                                                                 HORIZONTAL
                                                                                                                                                                                                                                                                                                                                                             INTERNAL POST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PLAN
                                                         1 , 100    1                                           5 Al

                                                         1 , 200                                                   A3                                                                                                                                                                                                                                                                                                                                               CORNER POST
                                                                                   VERTICAL

                                                                                                                                                                                                                                                                                                                               125x75x4 CONNECTION DETAILS



                                                                                   N                                                                                                                                                                                                                                                                                                                                                                                                                                    sheet rI sheeII
Consulting Engineers
development consultants, planners and surveyors                                                                                                                                                                                                                                                                                                                                                     NOOSA DOMAIN RETIREMENT VILLAGE
JF & PCONSlJ.TING ENGINEERS PTY.LTD. ABN 71050 414008                                                                                                                                                                                                                                                                                                                                                                                                                                                            drawing number




                                                                         w~,
                                                                                                                                                                                               datum:      AHOderived              origin (BM)
SUNSHINE COAST                      GlADSTONE                                                         00 NOT SCAlE FROM THIS ORAWlNG.USE ONLY OIMENSlONS PROVIDEO.IF IN DOUBT PlEASE ENQUIRE
237-23; Br.dman Avenue,             5;Goondoon SIreet.
                                                                                                       designed        ...   COPYRIGHTO:2OO JF & P CONSULTING ENGINEERS PlY. lTO.              .’ment   revlsiondel8il.                                            d...              1n
                                                                                                                                                                                                                                                                                                                                                                                                    COUNTRY CLUB VILLAGES PTY. LTO.                                                                              M1717-R03                C
M.,ooc::hydore, Queensland. 4558    GC.d.tone, Oueensa.nd. 4
telephone (07)5443 2500             telephone (07)4;72 2100
                                                                                                        drawn          ...                                                                              ORIGINAL ISSUE                                         2!.2.011              .III                                                                                                                                                                                                                        file name
BRISBANE JF&P Houae
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ENTRANCE RD
           -




Cor Emest and Merivale SItMts,
South Briane. Queen.net. 4101
                                                                                                       checked                                                                                          1’ROFlE& NJGIIENTREVISal                               JUI                   JII                                                                                                            ROAD LONGITUDINAL SECTION                                                              -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Mt717-ROt-RII.DWG

telephone (07)3844 71 1                                                             5                  approved                                                                                         CONSmucT6l STAGES SHOWN                                11.D4.12              SCP                                                                                                                                                                                                                         dale         28.2.06
                                                                                                                                                                        ........RPEQ5691