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2022-11-08 P&E Agenda - Item 1 - Attachment 1 - MCU22 0048 & OPW22 0089 - Proposal Plans (35 pages)

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NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600.                                                                                                                                                                                                11000
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10).
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN                                                                       1700                                         2500                                             2500                                         2500                                    1800
    25mm OF ALL EDGES.                                                              35- 6 SS LIGS @ 300 CTRS
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND                                30 COVER                                                                                                                                                               4x MARINA CLEAT 350
    STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
    BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.




                                                                                                                                                                                                                                                                                                                                                       1300
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
    EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.




                                                                                                                                                                                                                                                                                                                                                                2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
    GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.




                                                                                                                                                                                  900
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.




                                                                                                                                                                                                                                                                                                                                                       700
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm                                                                                                                                                                                                                               21- 6 SS LIGS @ 300 CTRS
15. ALL BOLTS AND FITTINGS TO BE SS316                                               6- 6 SS LIGS @ 300 CTRS                                        2350                                900                                                                   6700         30 COVER                                                    1050
                                                                                                   30 COVER
                                                                                                                                                                         1x STANDARD MARINA CLEATS                                               11000


                                                                                                                                                                                                                                           PLAN                 PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
                                                                                                                                                                                                                                                                TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
                                                                                                                                                                                                                                                                PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
                                                                                                                               335                                                                                                                                                                                     335
                                                                                                                                                                                                                                                                      A




                                                                                                                                                                                                                                                                      A
                                                                     8 GFRP BAR 150 EACH WAY
                                                                    ON PONTOON PERIMETER                                                                                                                                   FRONT ELEVATION                                                                                     2x M12 SS L BOLTS
                                                                    30 MIN COVER

                                                                                                    2000
              HDPE SHEET LAPPED 200mm MIN
                                                                        2x 8 GFRP BARS
               INTO CONCRETE AND SECURED                                                                                                                                                   8 GFRP BAR 150 EACH WAY.
                                                                        TOP OF ALL BEAMS
         WITH HDPE STRAPS & PEGS INTO FOAM                                                                                                                                                30 MIN COVER
                                                                        UNDER MESH
                                                                         100

                                                                                                                                                                                                                                                                                                                              12x400 LG SS ROD




                                                                                                                                                                                              125
                                                                                                                                                                                                                                                                                                                             WELDED TO L BOLTS
                                                                                                                                                                                                                                                                                                        STANDARD CLEAT
                                                                              350
                                            300




                                                                                                                                                                                                                                                                               M12x75 SS DYNA BOLT                             2x M16 SS L BOLTS




                                                                                                                                                                                                     750
                                                                                                                                                                                              625
                     6 SS LIGS @ 300 CTRS
                                30 COVER



                       3x   12 GFRP BARS
                                                                                                                                                                                                                                                                                                                              12x400 LG SS ROD
                               HDPE SKIN                                                                                                                                                                                                                                                                                     WELDED TO L BOLTS
                                                        335        120                               960                                      120             335
                                                                                                                                                                                                                                                                                                        MARINA CLEAT 350
                                                                                                    1874                                                                                                                                                                                                      SCALE 1 : 10



                                                                                           SECTION A-A
                                                                                              SCALE: 1 :15
                                                                                                                                                                                                                                                                      ISSUE FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                   EST. WEIGHT         N/A
                                                                                                                                                                                                                                                                                              TITLE:
                                                                                                                                   CRICHTON EDGE                                                             SURVEY DATA               CLIENT:
                                                                                                                                                                                                                                                O BOAT HIRE, 22 GYMPIE TERRACE                          PONTOON P3B
                                                                                                                                   CONSULTING ENGINEERS
                                                                                                                                   P.O. BOX 6148
                                                                                                                                                                                                                             AS 1100            NOOSAVILLE
 0    ISSUE FOR CONSTRUCTION                           KJ        2/11/2021     MK                                                  WOOLLONGABBA                                                     DATUM                              PROJECT:
                                                                                                                                                                                                                                                PROPOSED FINGER PONTOONS &
                                                                                                                                   QLD 4102
                                                                                                                                                                                                                                                                                                        CONSTRUCTION DETAILS
 B    FOR APPROVAL                                     KJ        18/10/2021    ML                                                  PH: +61 7 3367 3570
                                                                                                                                                                                                    HORIZ.                                      CATWALKS
                                                                                                                                                                                                    GRID
 A    PRELIMINARY                                      KJ        11/10/2021                ABN: 66 099 997 985              Email: [email protected]                                           HEIGHT
                                                                                                                                                                                                                                       CONTRACT No:
                                                                                                                                                                                                                                                                                              SHEET: 1 OF 2                           SCALE:   1 :50          SHEET SIZE:   A3
                                                                                                                                                            PHONE: 1300 133 155                     ORIGIN                             DRN:
                                                       REVISED                             CHKD                  R.P.E.Q.                 DATE              18 RON PARKINSON CRS, CORBOULD PARK
                                                                                                                                                                                                                                           KJ            CKD:
                                                                                                                                                                                                                                                             JB             APPD: MK          JOB No:           DRG No:                                                      REV:

REV                     DESCRIPTION                                DATE             APPD                                                                                                            SURVEY
                                                          BY                                                                5496          2/11/2021         QLD AUSTRALIA 4551                      BOOKS                              11/10/2021        18/10/2021         18/10/2021                          34680-P3B-1                                                  0
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