2021-01-27 Special Meeting Agenda

Page 41 of 41

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                                                                                                                          7s                           :               fy
                                                                                                                     re :   -    Qa              “ALL                 /   f
                                                                                                                      ‘                                            MS      \                                                        fl
                                                                                                                       SES w                  y                     :       ——_—           175mm THICK CONCRETE PATHWAY CROSSING    !
                                                                                                                         \     .           y                       a aa                    SLOPED AT 2.5% MAXIMUM.                  '
                                                                                                                     —_    1    a        y                                                  32MPA, SL72 MESH CENTRALLY PLACED
                                                                                                                                EH!     -                {    :            Ss              PLAIN GREY                              !
                                                                                                                         1     s w |                ]    \   i            /                                                        :
                                                                                                                     :          =                                         ;                                                         )
                                                                                                                                gi                a]                       ~                                                        |
                                                                                                                      |         5               e-                           C
                                                                                                                                o                     .            4.50)    ?
                                                                                                                      |                                                    —              PATHWAY WITH 2.5% CROSSFALL
                                                   SERVICE LOCATIONS                                                                                                             a
                         D I A L                Itls the responsibility of he Contractor to                                                                                       {
                                                contact the relevant service authoties to
                         BEFORE YOU DIG          ascertain the exact location of services                                                                                          7
                                 Sie            peor to construction.                                                     5             .       .      .                          {
                            a tw :  :                                                                                    4%                                                        \
                          POOR      {                                                                                                     :                                         NL
                       Fran a       ep a

  [Riven sorceress")                                     3.00
    ENSURE PLACEMENT OF FILL BEHIND PATHWAY IS
                                           |
                                           |                              /— EXISTING SURFACE                                                            .
                                 VARIES    l                           /                                                             4                (3.00)
                                                 /       1.0%   X\                                                                                                     typ
                                          | /                        someone                                             Sy j
                17Smm THICK CONCRETE PATHWAY     /                                                                        A
                SLOPED AT 2.5% MAXIMUM.         /                  .                                                      (cy                                            j
                CCS "BISCUIT OXIDE                           _                                                                  JM
                                              SECTION “c                                                                     om
                                                  scaLerso \ - /                                                                \
                                              o     1     2    am                                                                }
                                                     a!                                                                        i
                                                  Scale 1:50 @A1                                                            —
                                                                                                                      JOIN SMOOTHLY TO EXISTING
                                                                                                                      Secer em Sete                                  EXISTING CONCRETE
                                                                                                                      CONCRETE PATHWAY. DOWEL
                                                                                                                                                                     TO PLAYGROUND AND         0     2     4    &m
                                                                                                                                                                     COOROY LIBRARY)                            |
                                                                                                                                                                                                  ‘Scale 1:100 @A1
                                                                                                                                                                 !
                                                                                                                                                              -                     !
                                              |__PSMNo| 138873) ts866¢       |       NOOSA COUNCIL INFRASTRUCTURE                                            MAPLE STREET - COOROY
                                              fsoevereo| a CRANSTON Se SSE A           PLANNING, DESIGN & DELIVERY             BE            TI              ernesescen perenne  seek ren snnun ever                  500557
                                              [janopre| vossso 1 ws277   | /
   22/10/2020 | ISSUED FOR APPROVAL                                               PO Box 141 Tewantin, TEWANTIN QLD 4565                  COUNCIL           UPGRADE WORKS                                          Sheet os Reman bie
                                              | DRAWN] BLHUILUER 08/2019      |                       ’                                                                                                             Sess — Beeson No.
Ry DATE |        REVISIONS         | REC. [APPR]                                ph:(07) 5329 6500 | email: [email protected] mm mu                   a   DESIGN FEATURES - PATHWAY CONNECTION | DAO5                        D
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