OPW14/0010 - Response to information request

                                                                                                                     ,~~=;
                                FOOTING REINFORCEMENT
                                    ASOETAl.£D
                                                                                                                                                                                                                                                                                 SAFETY FENCE BY OlliERS ---
                                                                                                                                                                                                                                                                                 WoERE B2 EXCEEDS 1000mm



                                                                                                                                                                                                                                                                                 SWAl.E TO DIRECT RLNOFF
                                                                                                                                                                                                                                                                                                                                        '"                                H2                W2             0        BARS 2

                                                                                                                                                  J
                                                1300MI~1           COGGED BARS 3-N12 MIN
                                                                                                                  ELASTCI.lERIC SEAlANT
                                                                                                                  EACH SIDE OF JOINT
                                                                                                                                                          VERTICAL REINFORCEMENT
                                                                                                                                                           EACH SIDE OF JOINT

                                                                                                                                                                                                                                                                                                  "'. ,
                                                                                                                                                                                                                                                                                                       \                                     2 N12


                                                                                                                                                                                                                                                                                                                                             BARS 2
                                                                                                                                                                                                                                                                                                                                                                         '''''''
                                                                                                                                                                                                                                                                                                                                                                         .. ""
                                                                                                                                                                                                                                                                                                                                                                                            1100

                                                                                                                                                                                                                                                                                                                                                                                           '500
                                                                                                                                                                                                                                                                                                                                                                                                          '"
                                                                                                                                                                                                                                                                                                                                                                                                          ..,
                                                                                                                                                                                                                                                                                                                                                                                                          700
                                                                                                                                                                                                                                                                                                                                                                                                                     N12-400

                                                                                                                                                                                                                                                                                                                                                                                                                     N16-too

                                                                                                                                                                                                                                                                                                                                                                                                                     Nt~OO

                                               OR EQUAl. TO
                                                                   OR SAME AS FOOTING
                                                                   REINFORCEMENT (ElOOlAP)
                                                                                                                      CONTROL JOINT - V.C.J.                                                                                                                                                                                                                             """               '''''
                                                                                                                                       1,.~co..aoAT~
                                               STEP HEIGHT
                                                                                                                                       u ••••.••e(1.lC8lAT~l
                                                                                                                                                                                                                                                                                                                                             N12.4oo                      ".       10. 10 SEALANT AND FUll
                                                                                                                                                                                                                                                                                                                                                                                   DEPTH 1QmmASEl.F\.E)L
                                TYPE FOOTING STEP                                                                                                                                                                                                                                                                                            HOR
                                                                                                                                                                                                                                                                                                                                                                         4- DENOTES
                                                                                                                                                                                                                                                                                                             "
                                                                                                                                                                                                                                                                                                           C<MIl
                                                                                                                                                                                                                                                                                                                                                                                    SET OUT POINT.
                                                                                                                                                                                                                                                                                                                                                                            REfER CMl ENGINEERING
                                                                                                                                                                                                                                                                                                                                                                                   DRA .••••NGS SET.
                                                                                                                                                                                                                                                                         ~       APPROVED TA»<ING NoCJ --'             '--"                  BARS 2
                                                                                                                                                                                                                                                                                                                                             700 lAP.
                                                                                                                                                                                                                                                                                 FREE DRAlNING SAl'£)
                                                                                                                                                                                                                                                                                 BACKfill.
                                                                                                                                                                                                         /          P1 POSTS. REFER 1451(1.N1
                                SPACE B"lUSTAADE POSTS P1 AT 1C1OOn'wnMAX. CRS.                                                    II PLATE CAP                                              \   /                  STEElw:lRK. NOTES S4 FOR RNiSH                                                                                                 N12.3OO
                                'M-£RE HEIGHT OF DROP OFF EXCEEDS 1000mm. PROVlOE                                                 PROVlDE S PLATE ClEATS                                                                                                                                                                                  " 4SOLAPS N12.4oo SL82MESH
                                100 .15 H'M) ItlFILl. AAJUNGS BY OTHERS. ALTERNo\TlVELY.                                                                                                                                                                                         1000lA AGRlC.DRA1NIN
                                                                                                                                                                                                                                                                                                                                      /

                                            ,.,,-- '---1
                                                                                                                                  EACH SlOE 'NlTH l-M12
                                PROVIDE 012 8.S. ROD AT 12Srml CRS BY OlliERS                                                                                                                                                                                                    300 I 300 GRAV1:l (2Omm)
                                                                                                                                  SlSTEEl BOlTS VI1TH IffL.ON
                                                                                                                                  SEPARATION WASHERS
                                                                                                                                                                                                                                                                                 V\1'tI\P IN GEOTEXTllE TO
                                                                                                                                                                                                                                                                                 APPROVEOoonET.       --
                                                                                                                                                                                                                                                                                                                 .,
                                                                                                                                                                                                                                                                                                                 {9:::
                                                                                                                                                                                                                                                                                                                          • ,
                                                                                                                                                                                                                                                                                                                                                                   ---------              :1I

                                                                                                                                                                                                                                                                                                                                                                                   I~
                                                                                                                                  100xSO F11 H3 TREATED

                                                                                                                                  """"""'"              RAK.S
                                                                                                                                                                                                                                                                             1   ~~OUT
                                                                                                                                  FENCE PAlINGmAT'TfNS
                                                                                                                                                                                                                                                                         o~



                                         4:;J;'~:~:¥~::::j
                                                                                                                                  ('MTH 100mmMAX.GAP)
                                                                                                                                                                                                                                                                                                                                                                                   OPM ON 30 SAND

                                                                                                                                                                                                                                                                                                                                                 BARS 2

                           I                                                                                                                                                                                                                                                                                                                       W2

                                                   Rl&.400 DO'M'l SARS, olOO lONG                  Sl102   MESH
                                                                                                                              /          /                                                                          2 N12 PERIMETER     BAA

                                                                                                                      APPROVED TAM<lNG AtD
                                                   'MTH 200 lONG oovaMASTER
                                                                                                                      FREE DRAINING SAND                                                                            BARS 1
                                                   SLEEVE ONE END. PLACED ON                                                                                                                                        (STARTERS)
                                                                                          DPM ON 30 SAM)              BACKfill. BACKfIll TO BE /                                      "
                                                   CHAIRS OR DOWEL CRADlES.                                           CO'vlPACTEDINLAYERS;                                /         COVER                           100 LAP,
                                                   DRill AND EPOXY GR0UT2OO                                                                                                                                         300 COG
                                                                                                                                                                                                                                             'i:
                                                                                                                                                                                                                                                                                                                                                             ffi
                                                                                                                      'MTH A HAND HELD        '
                                                   INTO EXISTING SLAB,
                                                                                                                      COMPACTOR.                                          /.'                                                                                                                                                      SECTION
                                                                                                                                                                                                             51>                                                                                                                    l:• .-a.cKIU~
                                                                                                                      tOO 01 ..••.AGRIC. CRAIN IN          /          r         N1e-400';-                                                                                                                                          l::lO•••••~(lUC!llAT.l
                                 DOWEL JOINT DJ                                                                       3OO.300GRAVEL(2Onm)                                       HOR.
                                         UOtHlfllUC%llAT~                                                             WRAP IN GEOTEXTllE TO                /                    /                                   CLEAN OUT
                                                                                                                      APPROVED OUTlET.                                /             /190                            BI.OCK
                                         UotMl~AT~\
                                                                                                                                                                                                                                                                                                                              RETAINING WALL - RW2
                                                                                                                                                                                                                                                                                                                                             ':«l~co..ao.r   •••

                                                                       Hl           W,          BARS 1
                                                                                                                                       N12-2S0
                                                                                                                                       "SO lAPS            / //,6:                                                  ..,~
                                                                                                                                                                                                                   ~""
                                                                                                                                                                                                                                                                                                                                             120..-nu::eon   ••
                                                                                                                                                                                                                                                                                                                              PROVIDE V1:RTlCAL CONTROL JOINTS ( VC.J_l
                                                                                                                                                                                                                                                                                                                              TO All BLOCK WALlS, AT 80m MAA. CRS.
                          "'.10.10SEAtANTANOFUll
                                                                       ,coo         ."           N16-4oo
                                                                                                                                                                                                                    BARS 1
                                                                                                                                                                                                                    (STARTERS)
                                 DEPTH 10mm ABELFl£X.
                                                                                                                                                                                                                                             ~
                                                                       '"""         "'"          N16-4oo

                                                                                                                                       SLe2MESH
                                                                                                                                                    I
                                                                                                                                                                                                                    100 lAP,
                                                                                                                                                                                                                    ""COO
                         ••.     DENOTES SET OUT paNT.
                                 REFER CMl ENGINEERING
                                 DRA'MNGS SET.
                                                                      """           "'"          N16-2OO
                                                                                                                                       10 COVER
                                                                                                                                                                BARS                                                2 N20 BARS TOP AND
                                                                                                                                                                                                                    BOTTOM 'MTH R1G-45ll UGS

                                                                                                                                                                                                                    2 N2" SHEAR BARS
                                                                                                                                                                w,                                                  (1 EACH WAY)



                                                                                                                                                                                                     ~              15 TONNE S.W-lSCREW
                                                                        SECTION                                                                                                                                     PILES. USE '21139.11 $."
                                                                                                                                                                                                                    CHS CONCRETE ALLED
                                                                                                                                                                                                                    SCREW PIlES AT A
                                                                                                                               RETAINING
                                                                                                                               _____         WALL - RW1
                                                                                                                                       ~~~~~~__                                                                     """'"".'"  25OOC""."
                                                                                                                                                                                                                    SHOWN ON PlAN.
                                                                                                                                                    "«l ••.••• llI,IC;:[gAT~
                                                                                                                                                    l::lO~llUCWAT •••'
                                                                                                                               PRO\IlOE VERTICAL CONTROl JOINTS ( V,C.J.)
                                                                                                                               TO All BLOCK WAllS, AT 8.Om MAX. CRt;.




                                                                                                                                                APPRO'IIfD CUT JOlNT
                                                                                                                                                ClIT AlTERNATE WRE
                                                                                                                                                OF MESH AlONG UNE
                                                              2-l\l12 TRIMMER       SUl2MESH                              Sle2 MESH             OF JOINT




                                                                                                                          l' ~
                                                              450 LAPS


                                                                                                                          ~                   _J                          j ==!
                                                                                                                                                                                         I

                                                                                    OPM ON 30 SAN)                            oPM ON 30 SAtD


                                                        TYPICAL SLAB EDGE                                                 CONTROL JOINT - CJ
                                                                   1"~Ar~
                                                                   120~Ar~'




    COPYRIGHT
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                                                                                                                                                                                                                                                                                                                                                 ALTERATIONS TO EXISTING DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                 15 LITTLE COVE RD, NOOSA HEADS
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                                                                                                                                                                                                                                                                                                                                                                                                                                         FOOTINGS AND SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                         DETAILS
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