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Development Application Part 2 of 2 - Plans and Slope Stability Assessment - OPW13/0022

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Plans and drawings

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    I                                                                                                                                                                                                                                                                                                                                                                                                                                             ,Sa"cut joint within
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    ::>
                                                           ------2%--                                     r-------                                                                                                                                                                                                                                                                                  Remove 200mm
    .’:’!
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                                       ---
                                                                                     2%
                                                                                              1                                                                                                                                                                                                                                                                                                     every second transverse
                                                                                                                                                                                                                                                                                                                                                                                                    wire under joint.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                      13mm x 30mm deep).

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     as specified.
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                  Datum RL 157.00                                                             I                                                                                                                                                                                     ---                                                                                                                       <j’                                                       ’    ~
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                  Design Level 159.484
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    \:J                                                                                Ch. 53.742                                                                                                                                              I    _
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                                                                                                                                                                                                                                                                                                                                                                                                                                                          L50mm compacted sand bedding. Sedding sand
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                                                                                                                                                                                                                                                                                                                                                                                                                                                            to be thouroughly wetted immediately prior
                                                                                                                                                                                                                                                                                                                                                                                                                                                            to placement of concrete

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    _,.                                                                                                                                                                                                                                                                                                                                                                                                                         Joints to be pLilced every 4m
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                                                                    ---z%-------rl--2%---:7----              r
                                                                                                                      -____
                                                                                                                                   Datum RL 161.00                                                                    _l                                                                                                                                                                                  TYPICAL SAW-CUT JOINT (SCJ)
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                                    ---                                                       I
                                                                                                                                                                                                                                                                                                                                                                                                                                          1010 at Al
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                                                                                                                                   Design Level 163.882                                                                          Ch.114.507
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                  Datum RL 156.00                                                             I                                                                                                                                                                                                                                                                                                                                           1:20 at A3


    :=            Design Level 158.254                                                 Ch.46.607
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6mm )( 150 square hot dip galvanised

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                                                                                                                                                                                                                                                                                                                                                                                                                                                  IT                  spec.

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                  Datum RL 154.00                                                                                                                                              -----                                                           I

                  Design Level 157.115                                                                                                                                    -----
                                                                                          Ch. 40                                                                    --
                                                                                                                                                                                                                                                                                                                                                                                                    Non compressible                      -




                                                                                              I                                    Datum RL 161.00                                                                    _l                                                                                                                                                                            "Danley" Diamond Dowel
                                                                                                                                                                                                                                                                                                                                                                                                    sleeves at 600 crs.
                                                                                                                                                                                                                                                                                                                                                                                                    centratty located.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ,".~d~".,".~’" "~’.."..
                                                                                                                                                                                                                                                                                                                                                                                                                                                            to be thou roughly wetted immediately prior
                                                                                                                                   Design Level 163.818                                                                         Ch. 105.473                                                                                                                                                                                                                 to placement of concrete
                                                                                              I

                                                                                       2%         2%                                                                                                                                                                                                                                                                                                                       Joints to be placed every 12m



                                                               ---
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                                                                                              1              ----------

                                                                                                                                                                                                                                                                                                                                                                                                        TYPICAL DIAMOND DOWEL JOINT
                                                          -----
                                                  -
                                                     --
                                                                                              I
                                                                                                                                                                                                                                                                                                                                                                                                                                 DET AIL (DDJ)
                                           _---

                  Datum RL 151.00                                                             I                                                                                                                                                J
                                                                                                                                                                                                                                                                                                                                                                                                                                          "10 at A1
                                                                                                                                                                                                                                                                                                                                                                                                                                          1:20 at A3
                                                                                                                                                                                                                                                                                                     ------
                  Design Level 153.681                                                 Ch.20.075
                                                                                                                                                                                                                                               1   _------
                                                                                                                                                                                                                                                                        ----------
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                                                                                                                                   Datum RL 161.00                                                                                             I                                                                                                                                                                      i---------
                                                                                                                                                                                                                                                                                                                                                                                                                                                          ---




                  Datum RL 151.00                                                             I                                    Design Level 163.719                                                                                Ch.100                                                                                                                                          _-----2%-------                 I
                  Design Level 153.668                                                    Ch. 20                                                                                                                                                                                                                                                                   --
                                                                                                                                                                                                                                                                                                                                                                 --




                                                                                                                                                                                                                                                                                                                            ------------
                                                                                                                                                                                                                                                                                                                                                         -
                                                                                                                                                                                                                                                                                                                                                             --
                                                                                                                                                                                                                                                                                                                                                               --



                                                                                                                                                                                                                                                                                                                                                                                                                       1
                                                                                              I                                                                                                                                                1                                                                     Datum RL 161.00                                                                                   I
                                                                                              I
                                                                                                                                                                                                                                                                                                                     Design Level 163.942


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                                                                                                                                                                                                             7                                          2%
                                                                                                                                                                                                                                                                                                                                                                                                          Ch. 122.978


                                                                                                                                                  -
                                                                                                                                              --




                  Datum RL 150.00
                                                                                              i                                     ---

                                                                                                                                   Datum RL 161.00                                                                                             1                                                                                                                                                                       I
                                                                                                                                                                                                                                                                                                                                                                                                                       I                                                                                                 ------
                  Design Level 152.920                                                 Ch.14.268                                   Design Level 163.389                                                                                                                                                                                                                                                                                                                                                           _---
                                                                                                                                                                                                                                        Ch. 80
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                  Datum RL 149.00                                                             I                                    Datum RL 158.00                                                                                             I                                                                     Datum Rl 161.00                                                                                   I
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                  Design level 152.570                                                    Ch. 0                                    Design Level 160.562                                                                                 Ch. 60                                                                       Design Level 163.921                                                                     Ch. 120
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                                                                                                                                                                                 @ Cardno (Old)Pty ltd All Rights Reserved 2012.                                                                                                             M. ?!1m                23/031i012C1i.ntMR H. & MRS D. HERRLE

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                                                                                                                                                                                                                                                                    RPEQ NAME: A. F. Howard
                                                                                                                                                                                                                                                                                                                                        Dtsigned                                                                                                                             Status
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                                                                                                                                                                                 Copyright in the wIloIeand eY1!rY PIIrt 01 Ihll drawing belongs to
                                                                                                                                                                                 C&rdno (Old)Ply Lid and rrey rot be used. sold. Il’ar.rerred. oopied 01’                                                                                    M. ?!1m                23/0~1io12 2 LOT SUBDIVISION                                                                                                   APPROVAL
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                                                                                                                                                                                 reptoduoed in whole or in part in 8l1( manner Of rorm Of on any me                 RPEQ No.:           7844               DATE:     11/01/2013
                                                                                                                                                                                                                                                                                                                                                                                        411 BLACK PINCH ROAD, COOTHARABA
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                                                                                                                                                                                 to any pefSOn other thllln bj ageement with carano (Old)Ply lid.

                                                                                                                                                                                                                                                                SIGNATURE:                                                              Chq.k~ie                    23/0312012          EARTHWORKS AND ROADWORKS                                                             Date                  jDatum                         Size

    .;,;                                                                                                                                  ABN !!7 001 074 ~
                                                                                                                                                                                 TN,docurTent Is p-odwed by cararo (Old)P1y lid solely b tt.
                                                                                                                                                                                 benefit 01 and l.S4I bt I’" client in aooordanoe ’Niltl t’" leuTII oIlht
                                                                                                                                                                                                                                                                                                                                        Ruiewtd                            Datt                                                                                               23/0312012 I
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                                                                                                                                       9 Maud Street Maroochydore. aid 4558
                                                                                                                                                                                 letaIner Cafdno(Old)Ptyltddoetnotandst’elnot.....,.tInf
                                                                                                                                                                                 tesponsibiity Of lieb~1y whatsoever
                                                                                                                                                                                                                   a~ third party ari1ingru 01
                                                                                                                                                                                                                                                                                        1i, 7=. 1-fowar                                      q. ’Fie                11/01/2013                                                                                               Drawing Number                                       Revision
    Cl                                                                                            Email: [email protected]   Ph. (07) 54432555      Fax. (07) 5443 5642      a~ ute or re~ bt third perty on Ihe con..... ollhlt docuTW1:                                                                                           Approved
                                                                                                                                                                                                                                                                                                                                             Jl ’F. t/owarl
                                                                                                                                                                                                                                                                                                                                                                           Date
                                                                                                                                                                                                                                                                                                                                                                    11/01/2013 DRIVEWAY CROSS SECTIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              242001-002
    ~       Rev   Date                     Description                   Drawn    Appr.

                                                                                                                                                                                                                                                                                   10    20     30    40   sa   60    10    80   90    100      110    120    1)0    140    150111m   ON A 1 ORIGINAL
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