RFI - Attachment B revised carparking layout detail

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ALL DRAWINGS TO BE PRINTED IN COLOUR!
                                                                                       .00
              6.0
                 0                                                               106                                                                                                                                                                                      106.50                                                                                                                     SERVICE LOCATIONS
            10


                                                                                                                                                                                                                                                                                                                                                                                                 It is the responsibility of the Contractor to




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .25
                                                                                                  5                                                                                                                                                                                                                                            106.50
                                                                                             106.2                                                                                                                                                                                                                                                                                               contact the relevant service authorities to




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       106
                                                                                                                                                                                                           BEFORE YOU DIG                                                                                                                                                                               106




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .00


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           105
                                                                                                                                                                                                                                                                                                                                                                                                 ascertain  .50 the exact location of services




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .75
                                                                                                                                                                                                                                                                                                                                                                                                 prior to construction.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 50
                                  106.00
                                                                                                                                                                                                                     0
                                                                                                                                                                                                               6.5
                                                                                                                                                                                                             10


     PP                                                                                           TIMBER POST AND RAIL FENCING                                                                                                                                                                  existing turfed area
                                                                                                  AROUND PERIMETER OF RAISED
                                                                                106.50                                       106.50
                                                                                                  TURFED AREA. (APPROX. 180M)AS
                                                                                                  PER IPWEAQ STD DRG GS-042
                                            106.25




                                                                                                                                                                                                                                                                                                                                                                        PROPOSED PAVEMENT:
                                                                                                           CONCRETE DRIVEWAY AS PER                               ENSURE EXISTING AREA IS FREE                                                                                                                                                                         150mm THICK CONCRETE
                                                                                                           IPWEAQ STD DRG RS-061.                                 DRAINING, TURF DISTURBED AREAS AND                                                                                                                                                             SL72 MESH CENTRALLY PLACED
                                                                                                           (MAX GRADE 4%)                                         CONNECT TO EXISTING TURFED SWALE                                                                                                                                                                  PLAIN GREY - BROOM FINISH
                                           JOIN SMOOTHLY
                                           INTO EXISTING
                                                106
                                                   .50
                                                         KERB                                                                                                                                                                                                                                                                                                                                                                                       CONTINUES ON SHEET C14
                                           AND CHANNEL

                                                                                                                         106.5
                                                                                                                               0
                                                                                                                                                                                           106.50                                                              106.50                                              106.50




                                                                                                                                                                                                                                                                     C03
                                                                                                                                                                                                                                                                                                                                      106.50                                                      106.50                                                                                    106.50




                                                                                                                                                                                                                                                                      A
                                                         106                                                                                                                                                                                                                                                                                                                                                                                             106.50                                                         106.50
                                                            .25
                                                                                                                                                                106.25                                                                                                                                                                                                                                                                                                                      106.25
                     106.25                                                                           106.25
                                                                                                                                                      AT SAG IN KERB AND CHANNEL                                                     106.25                                                                        106.25
                                                                                                                                                                                                                                                                                                                106.25                                                      106.25
                                                                                                                                                      PROVIDE 200mm GAP TO DISCHARGE                                                                                                                                                                                                                                                 106.25                                              106.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            106.00
                                                                                        106.25
                                                                                                                                                      TO FULLY TURFED SWALE DRAIN                                                                                                                                  106.00                                            TYPE B1 KERB AND CHANNEL
                                                                                                                                                                                                                                          106.00                                                                                                                                                                                                                                            105.75
                                                                                                                                                                                                                                                                                                                   106.00
                                                                                                                                                                    CONSTRUCT KERB RETURN                                                                                                                                                                            WITH 300mm
                                                                                                                                                                                                                                                                                                                                                                             106.00 BACKING STRIP                                                                                           106.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                C03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 B
                                                                                                                                                                                                                                                                                                                   105.75                                                                                                                  106.00                                           105.50
                                                                                                                                                                    WITH.00BACKING STRIP
                                                                                                                                                                              6
                                                                                                                                                                         10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground (Rev D).dwg DATE:13/Jul/2020 BY:blhuillier
                                                                                                                                                                                                                                                                                                                   105.50                                                              105.75                                                                                               105.25105.75
                                                                                                                                                                                                                                                                                                                                           105.75                                                                                                                                          105.25
                      106.2                                                                                                                                                                                                                                                                                                                                                                                                                     105.75
                                                                                                                                                                                                                                                                                                                                                                                                                                 105.50




                                                                                                                                                                                                                                 105.75
                              5




                                                                                                                                                                                                                                                   2.10
                                                                                                                                                                                                                                                                                                                                                                                                       105.75
                                                                                                                                                            .60                                                                                                                                                                                                                                                                  105.75                                                  105.50
                                                                                                                                                         R0                                106.00                                                                                      106.00                                                                                                                                                                                                                105.50
                                                                                                                                                                                  106.00                                                                                           106.00                                   106.00                                                     106.00                                                                     1075
                                                                                                                                                                                                                                                                                                                                                                                                                                                                105. 5.7
   106.25                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                      EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5.5
                       6.26m -




                                                                               JOIN NEATLY TO EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            10
                                                                                                                                                                                                                         600mm CUTBACK LINE                                                        2.60




                                                                                                                                                                                                                                                                                                                  4.80
                                                        106.25                 ASPHALT PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                            10
                                                                                                                                                                                                                                                                                                                                                                                                                             6.0
                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                    10
                                                                                                                                                            13                        14            15                   16           17                  18                  19                   20              21                22                     23       24              25          26             27         28          6  .00       29     30                  31   32                     33                 34
                                                                                                                                                                                               106.0
                                                                                    PROVIDE CHEVRON                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONTINUES SHEET C13
                                                                                                                                     0.60m PAVEMENT




                                                                                    ISLAND
                                                                                                                                      REPLACEMENT




                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                106.0
                                                                                                                                                                                                                              2.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.95
                                                  .25
                                               106




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  105.75
                                                                                                                                                                                                                                                                                                                  MATCH SMOOTHLY INTO EXISTING CONCRETE. PROVIDE
                                                                                                                106.2
                                                                                                                     5                                                                                                                                                                                            EXPANSION AND CONTROL JOINTS THROUGHOUT SLAB -




                                                                                                                                                                                                                                                                                           8.40m




                                                                                                                                                                                                                                                                                                                                                                                                                                                         3.90
                                                                                                                                                                                                                                                                                                                  ALIGNED WITH EXISTING JOINTS. REFER CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.80
                                                                                                                                                                                                                                4.20



                                                                                                                                                          PROVIDE DIRECTIONAL ARROWS                                                                                                                              JOINTS LEGEND BELOW. PROVIDE DOWELED JOINTS INTO
                                                                                                                                                          IN AISLE OF CARPARK                                                                                                                                     EXISTING CONCRETE AS PER DETAILS ON SHEET C17.

                                                                                 existing asphalt                                                                         10
                                                                                                                                                                            6.2
                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.95
106.50                                                            106
                                                                                                                                                                                                                              2.10




                                                                      .5   0
                                                                                                                                                                                                                                                                                                                                                                              existing concrete




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 106.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                 existing edge of pavement
                                                                                                                                                                                                                                          106.25
                                                                                                                                                        PROVIDE YELLOW
                                                                                                                                   106
                                                                                                                                      .50               "NO PARKING" LINE
                                                                                                                                                                                                                                                                                                                                                 10
                                                                                                                                                                                                                                                                                                                                                   6.2
                                                                                                                                                                                                                                                                                                                                                        5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                105.7
                                                                                                                                                                                                                                                                                                                                                                              106.25
                                                                                                                                                                                                                                                                                                          106
                                                                                                                                                                                                                                                                                                           .25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                                                                106.25


                                           COOROY CAMPHOR                                                                                                                                                                  LOWER MILL SITE
                                             LAUREL CLUB                                                                                                                                                                                                                                                                                                                                                             COOROORA WOODWORKERS CLUB
                                              CONCRETE JOINTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                       NOTES:
                                              EXPANSION JOINT AS PER RS-065
                                                                                                                                                                                                                                                                                                                                                                       1.      REFER ALSO TO DESIGN & EXISTING LEGENDS ON SHEET C01.
                                              CONTROL JOINT AS PER RS-065                                                                                                                                                                                                                                                                                              2.      REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
                                                                                                                                                                                                                                                                 0                 2               4       6m
                                                                                                                                                                                                                                                                                                                                                                       3.      REFER DEMOLITION PLANS ON SHEETS C07 & C08 FOR FURTHER DETAILS.
                                              DOWELED EXPANSION JOINT AS PER RS-065
                                              (ISOLATION JOINT)                                                                                                                                                                                                             Scale 1:100 @A1                                                                            4.      REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
                     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 - CARPARK AREA 2 C12                                                                                                                 D