Attachment A -Proposed Carparking Plans

                                                                                                                                                                                                                                                                                                                                                            ALL DRAWINGS TO BE PRINTED IN COLOUR!
                                                        BITUMEN SEAL OR 20x10 "PARCHEM"
                                                        "ROADSEAL" OR APPROVED
                                                        EQUIVALENT SEALANT                                                                                                                               20x10 "PARCHEM" "ROADSEAL" OR                                                                N12 TRIMMER BARS EACH SIDE OF JOINT
                                                                                                                                                                                                         APPROVED EQUIVALENT SEALANT                                                                  TIED UNDER MESH, OVER DOWELS
                                                        N12 PERIMETER CORNER BARS                                                                                                                        AND 10mm FLEXIBLE MATERIAL
                                                        - TYPICAL (450mm LAP)
 EXISTING ASPHALT                                                                                                                                                                                            SL72 MESH, CENTRALLY PLACED                                                            PARCHEM DOWELFORM SLEEVE
                                                                                                                                   10mm PARCHEM "ROADSEAL" OR
                                                                                                                                                                                                                                                                                                    OR APPROVED EQUIVALENT WITH
                                                                                                                                   APPROVED EQUIVALENT - REFER TO
                                                                                                                                                                                                                                                                                                    Ø20 INSERT TO ALLOW FOR LATERAL
                                                                                                                                   SCHEDULE FOR COLOUR
                                                                                                                                                                                                                                                                                                    MOVEMENT
               175




                                                                                                                                                                                                                   175
                                                                                                                                                   2.50
        250




                                                                                                                                                                                                                  250
                                                                                                                                                                             DEBONDING TAPE
                                                    1                                                                                                                                                                                    1                                              1               200um VISQUEEN DPM
                                                2                                200um VISQUEEN DPM                                                                                                                                           2                                     2                   OR EQUIVALENT
                                                                                                                                                                             10mm CLOSED CELL CROSSED
                                   250                                           OR EQUIVALENT                                                                               LINKED POLYURETHANE JOINT                                                                                                  30mm SAND BEDDING
                                                                                 30mm SAND BEDDING                                                                           FILLER                                                                                                                     COMPACTED SUBGRADE TO 95%
                                                                                                                                                                                                                                                        250            250                              M.M.D.D COMPACTION
                                                                                                                                                                                                                                                                                                        DOWELED EXPANSION JOINT
                                                                                                                                                                                                                                                                                                        - 400mm LONG R20 S/STEEL DOWELS
                                                                                                                                                                                                                                                                                                        AT MAX 400mm SPACING.
                                                                                                                                       TYPICAL JOINT SEALANT DETAIL
                        EDGE THICKENING (E.T.)                                                                                              ISOLATION JOINT (IJ)                                                               DOWEL EXPANSION JOINT DETAIL (EJ)
                                                                                                                                                                                                                                                                                                      NOTE: METAL KEY JOINTS ARE NOT
                                                                                                                                                                                                                                                                                                      PERMITTED
                               0          0.2       0.4             0.6m                                                                                                                                                                      0         0.2          0.4     0.6m                     EXPANSION JOINTS ARE
                                                                                                                                                 0    0.04   0.08    0.12m
                                                                                                                                                                                                                                                                                                      REFERENCED ON DRAWINGS AS "EJ"
                                         Scale 1:10 @A1                                                                                              Scale 1:2 @A1                                                                                  Scale 1:10 @A1




                                                                                                   25mm DEEP TOOLED JOINT TO
                     PROVIDE N12 SPACER BARS,                                                      BE INSTALLED DURING FINISHING OF
                                                                                                                                                                                                                                                                                            10x10 SEALANT AND 10mm WIDE EXPANSION
                     TIED BETWEEN MESH EACH                                                        CONCRETE SURFACE                                                                               R20 S/STEEL DOWEL BAR 325mm                                                               JOINT AS PER JOINT SEALANT DETAIL
                     SIDE OF JOINT                                                                                                                                                                LONG AT MAX 400mm SPACING.
                                                                                                                 SL72 MESH, CENTRALLY PLACED.                                                     DRILL & EPOXY INTO EXISTING                                                               N12 TRIMMER BAR TIED UNDER MESH, OVER DOWELS
                                                                                                                 STOP MESH EACH SIDE OF JOINT.                                                    SLAB, 125mm MINIMUM.
                                                                                                                 MARK JOINT ON FORMWORK.                                                                                                                                                    SL72 MESH, CENTRALLY PLACED
                                                                                                                                                                                                                                                                                            NEW 32mpa REINFORCED CONCRETE SLAB




                                                                                                                                                                                                                                                                                                                                                                FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
                                                                                                                                                                                                  EXISTING CONCRETE SLAB                                                                    - REFER TO NOTES
                      175




                                                                                                                                                                                                                                                                                        175
                                                                                                                                                                                                                                                                                              250
                                                                                                                  200um VISQUEEN DPM
                                                          400                       400                           OR EQUIVALENT                                                                                                                                                               200um VISQUEEN DPM OR EQUIVALENT
                                                                                                                   30mm SAND BEDDING
                              25mm CRACK INDUCER                                                                                                                                                                                                                                              30mm SAND BEDDING
                                                                                                                  COMPACTED SUBGRADE TO 95%
                                                                                                                                                                                                                                                                                              COMPACTED SUBGRADE TO 95%
                                                                                                                  M.M.D.D COMPACTION                                                              PARCHEM DOWELFORM SLEEVE OR                                                                 M.M.D.D COMPACTION
                                                                                                              PROVIDE ADDITIONAL SL72 MESH SHEET 800mm                                            APPROVED EQUIVALENT WITH Ø20
                     NOTE: CONTROL JOINTS ARE                                                                 WIDE SET DOWN WITH ADEQUATE COVER FROM                                              INSERT TO ALLOW FOR LATERAL
                     REFERENCED ON DRAWINGS                                                                   BASE OF TOOL JOINT. CUT ALTERNATIVE WIRE                                            MOVEMENT                     NOTE: CONTRACTOR TO ESTABLISH AND MAINTAIN
                     AS "CJ"                                                                                  OF MESH AT JOINT LOCATIONS                                                                                       DOWEL BARS PERPENDICULAR TO THE JOINT FACE.



                                                CONTROL JOINT DETAIL (C.J.)
                                                          PROVIDE AT 3m MAX CENTRES
                                                                                                                                                                                                                  NEW TO EXISTING JOINT DETAIL (C.C.)
                                                                0          0.2       0.4    0.6m
                                                                                                                                                                                                                                0       0.2       0.4         0.6m
                                                                       Scale 1:10 @A1
                                                                                                                                                                                                                                       Scale 1:10 @A1



                             175mm THICK REINFORCED CONCRETE RAMPS                                                                               175mm THICK REINFORCED CONCRETE DECK


                         1 x N12 TRIMMER
        ENSURE 25mm STEP DOWN LAP 450
                                                                                                                                                     175




        TO EXISTING SURFACE                                                                                                                                                                                                NOTES:
                                                                                                       x)
                                                                                     RAMP 1 IN 12.5 (ma                                                                                                                   1.        CONTRACTOR HAS ALTERNATE OPTION TO USE 200mm
          EXISTING ASPHALT SURFACING
                                                                                                                                                                                                                                    THICK SLAB THROUGHOUT RATHER THAN 175mm THICK
                                                                                                                                                                                                                                    WITH 250mm THICKENINGS
               EXISTING PAVEMENT                                                               EXISTING PAVEMENT
                                                                                                                                                                                                                          2.        FOR PATHWAY JOINTS DETAILS REFER TO IPWEAQ
                                                                                                                                                                                                                                    STANDARD DRAWING RS-065(F)
                                                          250




                                                                                 SAWCUT AND REMOVE EXISTING                     DOWEL EXPANSION JOINT (EJ)
                                                                                 PAVEMENT TO KEY IN RAMP (ET)                   2 x N12 TRIMMERS
                                                                                                                                LAP 450
                                                                                                   RAMP DETAIL
                                                                                                     NOT TO SCALE


     E                                                                                                                                                                                                                                                                                                                           Capital Project Number


                        DRAFT                                                                                                                                                                                                             MAPLE STREET - COOROY
                                                                                              PSM No         138979 | 158664
     D                                                                                                                                         NOOSA COUNCIL INFRASTRUCTURE
                                                                                             (AHD) RL       106.960 | 106.277                                                                                                                                                                                                       0000583
A1   C
     B 22/01/2020
     A 15/08/2019
                            DRAFT ISSUE
                            ISSUED FOR REVIEW
                                                                            M.T.
                                                                            M.T.
                                                                                     C.E.
                                                                                     C.E.
                                                                                            SURVEYED
                                                                                              DRAWN
                                                                                                            A CRAMPTON 08 / 2018
                                                                                                            B L'HUILLIER   08 / 2018
                                                                                                                                                  PLANNING, DESIGN & DELIVERY
                                                                                                                                           PO Box 141 Tewantin, TEWANTIN QLD 4565
                                                                                                                                                                                                                                          HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
                                                                                                                                                                                                                                          UPGRADE WORKS                                                                          Sheet No. - Revision No.

     Rv DATE                        REVISIONS                               REC. APPR.      CHECKED                                       ph:(07) 5329 6500 | email: [email protected]                                                CONCRETE JOINT DETAILS                                                                 C15                 B