Attachment C -Proposed Carparking

                                                                                                                                 106.0
                                                                                                                                   0




                                                                                                                                                                                                                                                                                                                                                                                                    ALL DRAWINGS TO BE PRINTED IN COLOUR!
                                                                                             JOINS SHEET C10
                                                                                                                                                                                                           ASPHALT INFILL -
                                                                                                                                                                                                           NEATLY TIE INTO
                                                                                                                                                                                                                                                              MILL PLACE




                                                               106
                                                                   .25
                         TURF ALL DISTURBED AREAS                                                                                                                                                          EXISTING PAVEMENT

                                                                                                                                                                                                                                            TAPER CONCRETE FROM
                                                                                                                                                                                                                                            150mm HIGH TO ZERO
                 FROM RAISED PEDESTRIAN CROSSING TO BRIDGE
                                                                                                                                                                                                                                                                                              MATCH SMOOTHLY INTO




                                                                                                                                                                                                     EL
                    RECONFIGURE LANE WIDTHS TO 3.0m WIDE ON




                                                                                                                                                                            B LS
                                                                                                                                                                                                                                                                                              EXISTING SURFACE. DOWEL




                                                                                                                                                                                                                                                3.00
               MAPLE STREET TO ACCOMMODATE 1.20m BIKE LANES




                                                                                                                                                                    EL
106.50                                                                                                                                                                                                                                                                                        INTO EXISTING CONCRETE AS
                                                                                                                                                                                                                                                                                              PER DETAILS ON SHEET C15
                               MAINTAIN DRAIN BETWEEN ROAD AND PATHWAY
                               AND CONNECT TO EXISTING CULVERT

                                                                                                                                                                                                                                                                                           RE-INSTATE 100mm x 100mm
                                     DEVIATE PATHWAY LOCALLY AROUND




                                                                                                                                         106.0
                                                                                                                                                                                                                                                                                           TIMBER BOLLARDS
                                     EXISTING TREES (SHOWN INDICATIVELY)




                                                                                                                                          0
                                     - CONFIRM ALIGNMENT ON SITE
                                                                                                                                                 5
                                                                                                                                           106.2




                                                                                                                                                                                   106.50
                                                                                                                                                                                                                                                          WHITE THERMOPLASTIC PEDESTRIAN CROSSING (ZEBRA)                             CO ENT                    107.00

         existing concrete pathway        INSTALL 100x100 TIMBER BOLLARDS - 0.5m OFF
                                                                                                                                                                                                                                                          PAVEMENT MARKING AS PER MUTCD PART 10
                                                                                                                                                                                                                                                                                                                                        OR RA
                                          PATHWAY AND 1.0m FROM CULVERT (BOTH SIDES)                                                                                                                                                                                                                                  PP                   OY NC
                                                                                                                                                                                                                                                                                                                                             LI E T
                                                                                                                                                          106.25
                                                                                                                                                                                                            175mm THICK CONCRETE RAMPS
                                                                                                                                                                                                            · CENTRAL EXPANSION JOINT                            BL
                                                                                                                                                                                                                                                                   S                                                                           BR O
                                  MATCH SMOOTHLY INTO EXISTING SURFACE. DOWEL INTO
                                  EXISTING CONCRETE AS PER IPWEAQ STD DRG RS-065
                                                                                                                                                                                                                                                                                                                                                 AR
                                                                                                                                                                                                                                                                                                                                                    Y




                                                                                                                                                                                                F
                                                                                PP




                                                                                                                                                                                                 -




                                                                                                                                                                                                                                                                           5.0
                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                      CL
                                                                                                                                                                                                                                 CL
             APEX PARK                                  Ø375 RCP CULVERT WITH PRECAST HEADWALLS
                                                        LENGTH: 4.20m
                                                        USIL: 105.975
                                                                                                                                                                                                                                                                                              S
                                                        DSIL: 105.875                                                                                                                                                                              2.00




                                                                                                                                                                                                                                                            HL
         existing park table
                                                                                                                                                                                                                                         1.20                                                                                        107
                                                                                                                                                                                                                                                                                                                                           .00
                                                                                                                                                                                                                             3.00
                                                                                                                                                                                                      3.00
                                                                                                                                                                                            1.20




                                                                                                                                                                                                                            MAPL




                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                              7.0
                                                                                                                                                                                                                                                                                             10
                                                                                               PROVIDE HAZARD TGSI'S AT




                                                                                                                                                                                                              BLS
                                                                                               APPROACHES TO ROAD CROSSING




                                                                                                                                                                                                                                                                                                                                                                                                         FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
                                                                                                                                                                                                EL
                                                                                               AS PER NOOSA COUNCIL
                                                                                               STANDARD DRAWING SD:9006




                                                                                                                                                                                                                                  E STR
                                                                                                                                                                                                                                                                                existing drainage
                                                                                                                                                                                                                                                                                field inlet pit
                                                                                   MAINTAIN DRAIN BETWEEN ROAD AND PATHWAY
                                                                                   AND CONNECT TO EXISTING CULVERT




                                                                                                                                                                                                                                      EET
                                                                                                                                                                                                                        106.50
                                                                                                                                                 106.50
                                                                                                                                                               PP
                106.50                                                                              WIDEN EXISTING PATHWAY TO                             PP
                                                                                                2.50m WIDE WITH 2.5% CROSSFALL


                                                                                                                                                                                                                                                                                                                                                               COOROY




                                                                                                                                                                                                                                                                                    2.41
                                                              REMOVE EXISTING LOOSE ROCKS AND REPLACE WITH PROVIDE
                                                              GROUTED ROCK SCOUR PROTECTION WITH 100mm (D50)

                                                                                TAPER PATHWAY WIDTH TO 1.5m AND MATCH SMOOTHLY
                                                                                                                                                                                                                                                                                                                                                               LIBRARY
                                                                                INTO EXISTING PATHWAY. DOWEL INTO EXISTING
                                                                                                                                                                                                                                                                                               existing concrete
                EXISTING CARPARK                                                CONCRETE AS PER IPWEAQ STD DRG RS-065
                                                                                                                                                                                                                                                                                               pathway (to library)
                                                                                                                                                     EXTENT OF WORKS




                                                                                                                                                                                                                                                                           107.00
                                                                                                                                                                                                                                                             0         2              4      6m                            RAISED CROSSING - SETOUT TABLE
                                                                                                                                                                                                                                                                  Scale 1:100 @A1                                     Point   Position X         Position Y       RL        Description
                                                                                                                                                                                                                                                                                                                       01     491033.908         7078268.112   106.566           RAMP
                                                                                                                              175mm THICK CONCRETE DECK                                                                                                DOWELED EXPANSION JOINTS                                        02     491033.019         7078269.868   106.690           DECK
                                                                                                                              SLOPED AT 2.5% MAXIMUM.                                                                                                  BETWEEN DECK AND RAMPS AS
                                                                                                                              GRADE N32 "CCS BLACK 44"                                                                                                 PER DETAILS ON SHEET C15                                        03     491030.252         7078268.693   106.676           PATH
                                                                                                                              SL72 MESH CENTRALLY PLACED                                                                                                                                                               04     491029.079         7078271.454   106.635           PATH
                                                                                                                              BROOM FINISH                                                                 3.00                                                        ENSURE 25mm STEP DOWN
                                                                                                                                                                                                                                                                       TO EXISTING SURFACE                             05     491031.851         7078272.631   106.645           DECK
                                                                                                                         ENSURE 25mm STEP DOWN                                                                                                                                                                         06     491031.418         7078273.938   106.490           RAMP
                                                                                                                         TO EXISTING SURFACE                                                               -1.50%                        -8.00%
                                                                                                                                                                         -8.00%                                                                                                                                        07     491038.624         7078277.434   106.623           RAMP
                                                                                                                                                                                                                                                                                                                       08     491038.401         7078275.413   106.742           DECK
  NOTES:                                                                                                      EXISTING SURFACE
                                                                                                                                                                                                                                 50mm BEDDING SAND                                                                     09     491039.317         7078275.802   106.760           PATH
  1.       REFER ALSO TO DESIGN & EXISTING LEGENDS ON                                                       175mm THICK CONCRETE RAMPS SLOPED

           SHEET C01.
                                                                                                            AT 8% MAXIMUM.
                                                                                                            GRADE N32 "CCS BLACK 21" OXIDE WITH                                              SECTION                              F
                                                                                                                                                                                                                                                                                                                       10     491041.832         7078276.870   106.574           PATH
                                                                                                                                                                                                                                                                                                                       11     491043.004         7078274.109   106.675           PATH
  2.       REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.                                                     "CHECKERBOARD" (Angular Nominal                                                          SCALE 1:50
                                                                                                            10-15mm 50% White / 50% Blue Metal)                                                                                                                                                                        12     491040.490         7078273.041   106.675           DECK
  3.       REFER DEMOLITION PLANS ON SHEETS C07 & C08                                                       SL72 MESH CENTRALLY PLACED
                                                                                                                                                                                            0          1            2               3m
           FOR FURTHER DETAILS.                                                                             MEDIUM WASH FINISH                                                                       Scale 1:50 @A1
                                                                                                                                                                                                                                                                                                                       13     491039.573         7078272.652   106.675           DECK
                                                                                                            ALSO REFER RAMP DETAIL ON SHEET C15
   4.      REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS                                                                                                                                                                                                                                                               14     491041.193         7078271.386   106.675           RAMP



                               DRAFT                                                                                                                                                                                                                                                       MAPLE STREET - COOROY
          E                                                                        PSM No     138979 | 158664                                                                                                                                                                                                                                                            Capital Project Number
          D                                                                                                                       NOOSA COUNCIL INFRASTRUCTURE
                                                                                                                                                                                                                                                                                                                                                                           0000583
A1
                                                                                  (AHD) RL   106.960 | 106.277
          C                                                                                                                          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 / 2018
                                                                                                                              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 - RAISED CROSSING C09                                                             B