RFI - Attachment B revised carparking layout detail

                                                                                                                                                                                                                                                                                                                                                             ALL DRAWINGS TO BE PRINTED IN COLOUR!
 NOTES:                                                                                                                                                                                                                     CONTINUES ON SHEET C14
 1.    REFER ALSO TO DESIGN & EXISTING LEGENDS ON




                                                                                                                                                                                         CONTINUES SHEET 12
       SHEET C01.




                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                  105.2
                                                                                                                                                                          105.50

 2.    REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
 3.    REFER DEMOLITION PLANS ON SHEETS C07 & C08 FOR




                                                                                                                                                                                                   10
                                                                                                                                                                                                      5.5
                                                                                                                                                                                                          0
       FURTHER DETAILS.




                                                                                                                                                                                                                                                                                         105.25
                                                                                                                                                                                                                  10
                                                                                                                                                                                                              1.50




                                                                                                                                                                                                                    5.5
 4.    REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS




                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                    175mm THICK CONCRETE PATHWAY CROSSING
                                                                                                                                                                                                                                                                                                    SLOPED AT 2.5% MAXIMUM.
                                                                                                                                                                                                                   .60
                                                                                                                                                                                                                 R0                                                                                 32MPA, SL72 MESH CENTRALLY PLACED
                                                                                                                                                                                                                                                                                                    PLAIN GREY
                                      SERVICE LOCATIONS




                                                                                                                                                                105.75
                                 It is the responsibility of the Contractor to
                                 contact the relevant service authorities to
      BEFORE YOU DIG             ascertain the exact location of services
                                 prior to construction.                                                                                                                                                                                         existing concrete




                                                                                                                                                                                                                                                 105.5
                                                                                                                                                                                                                                                                         1.50




                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                   PROPOSED 1.50m WIDE CONCRETE
                                                                                                                                                                                                                                                                                                   PATHWAY WITH 2.5% CROSSFALL




                                                                                                                                                                            105.7
                                                                                                                                                                                 5




                                                                                                                                                                                                                                                                                                                                                                  FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground (Rev D).dwg DATE:14/Jul/2020 BY:blhuillier
                                                                                                                                                                                                                                                              105.50
                                                                                                                                                                                                                                                                       MATCH SMOOTHLY INTO
                                                                                                                                                                                                                                                                       EXISTING SURFACE. DOWEL
                                                                                                                                                                                                                                                                       INTO EXISTING CONCRETE AS
                                                                                                                                                                                                                                                                       PER IPWEAQ STD DRG RS-065


                                                                                                                                                                                                                                         5.50
                                                                                                                                                                                                                                      10




                                                                   ENSURE PLACEMENT OF FILL BEHIND PATHWAY IS
                                                                   FREE DRAINING WITH NO AREAS OF PONDING

                                                                                                                                                                                                                                      105.50

                                                                                          3.00

                                                                                                                       EXISTING SURFACE
                                                                                                                                                                                                                                                   3.00




                                                                                                                                                                                                                             105
                                                 VARIES                                   1.0%




                                                                                                                                                                                                                             .50
                                                                                                                                                                                                                                                                                105.5
                                                                                                                                                                                                                                                                                     0
                        175mm THICK CONCRETE PATHWAY
                        SLOPED AT 2.5% MAXIMUM.                                                                                                                                      G
                                                                                                              50mm BEDDING SAND                                                      -
                        32MPA, SL72 MESH CENTRALLY PLACED
                        CCS "BISCUIT" OXIDE
                                                                        SECTION                   G
                                                                                 SCALE 1:50
                                                                        0          1          2       3m

                                                                                 Scale 1:50 @A1

                                                                                                                                                                         JOIN SMOOTHLY TO EXISTING
                                                                                                                                                                         CONCRETE PATHWAY. DOWEL
                                                                                                                                                                         INTO EXISTING CONCRETE AS PER
                                                                                                                                                                         IPWEAQ STD DRG RS-065                                                                              EXISTING CONCRETE
                                                                                                                                                                                                                                   105.75                                   PATHWAY (CONTINUES
                                                                                                                                                                                                                                                                            TO PLAYGROUND AND          0      2      4       6m
                                                                                                                                                                                                              105.75                                                        COOROY LIBRARY )
                                                                                                                                                                                                                                                                                                           Scale 1:100 @A1




                                                                                                                                                                                                                                                             105.75
      E
      D 11/06/2020   REVISED FOR APPROVAL               M.T.     C.E.
                                                                             PSM No        138979 | 158664
                                                                                                                               NOOSA COUNCIL INFRASTRUCTURE                                                                                                 MAPLE STREET - COOROY                                                 Capital Project Number

                                                                                                                                                                                                                                                                                                                                    500557
A1
                                                                            (AHD) RL     106.960 | 106.277
      C 10/04/2020   ISSUED FOR TENDER                  M.T.     C.E.                                                             PLANNING, DESIGN & DELIVERY                                                                                               HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
      B 22/01/2020   DRAFT ISSUE                        M.T.     C.E.    SURVEYED         A CRAMPTON 08 / 2018
      A 15/08/2019   ISSUED FOR REVIEW                  M.T.     C.E.        DRAWN        B L'HUILLIER     08 / 2019
                                                                                                                           PO Box 141 Tewantin, TEWANTIN QLD 4565                                                                                           UPGRADE WORKS                                                         Sheet No. - Revision No.

      Rv DATE             REVISIONS                     REC. APPR.          CHECKED                                       ph:(07) 5329 6500 | email: [email protected]                                                                                  DESIGN FEATURES - PATHWAY CONNECTION C13                                                  D