RFI - Attachment B revised carparking layout detail

                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                104.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ALL DRAWINGS TO BE PRINTED IN COLOUR!
                                                                                                                                                                                                                .00
                                                                                                                                                                                                            105
                                                                                                                           105.2
                                                                                                                                                                                                                                                                                                                               104.50            104.25




                                                                                                                                                                                                                                                                               104.25
                                                                                                                                                                                                                                                                                104.75
                                                                                                                               5
                                                                                                                                                                                                                                                                 104
                                                                                                                                                                                                                                                                    .25




                                                                                                                                                                                                                                                                                                                                                                   104.00
                                                                                                                                                                                                                                                                                  104
                                                                                                                                                                                                                                        104                                          .00




                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                              .25




                                                                                                                                                                                                                                                                                                                                                                            104.5
                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                               104.5
                                       10




                                                                                                                                                                                                                                                                                                                      104.00
                                                                                                                                                                                                                                                                                                                                           .75
                                         6.2
                                                                                                                                                                                                                                                                                                                                     103




                                                        10
                                           5




                                                          6.0



                                                                 105




                                                                           105
                                                                                                                                                                                                                                                                 104




                                                             0
                                                                                                                                                                                                                                                                    .50




                                                                    .75
                                                                                                               BEFORE YOU DIG




                                                                               .50




                                                                                                                                                                                                                                                       104.75




                                                                                                                                                                                                                                                                                                                                                                   103.50
                                                                                                                                                                                                                                                                                104.75
                                                                                                                                                                                                                               105.00




                                                                                                                                                                                                                                                                                              104.00




                                                                                                                                                                                                                                                                                                                                                          103.75
                                                                                                                                                     105.2
                                                                                                                                                      5




                                                                                                                                                                                                                                                                               104 04.5
                                                                                                                                                                                                                                                                                                                                                          104.00




                                                                                                                                                                                                                                                                                  .25 0
                                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                             104.75                               104.25
                                                                                                                                                                                                                                                                                                                                                  104.50
                                                                          106
                                                                           25.



                                                                                       106
                                                                                        .00


                                                                                                    105



                                                                                                                105
                                                                                                         .75



                                                                                                                   .50
                                                                                                                                                                                                                                                                 BASIN TO BE REHABILITATED DURING
                                                                                                                                                                                                                                                                 CONSTRUCTION. REFER TO REPORT "2001
                                                                            106




                                                                                                                                                                                                                                                                 SWQMP HINTERLAND PLAYGROUND" BY
                                                                                 .50




                                                                                                                                                                                                                                                                 CALLAGHAN AND TOTHS
                                                                                                                                                                                                                                                       10
                                                                                                                                                                                                                                                         5.0
                                                                                                                                                                                                                                                            0
                                           0
                                        6.5
                                     10




                                                                                                                                                                                    105
                                                                                                                                                                                        .25
                                                                                                                                                                                                                                                                                            TURFED SWALE DRAINS TO OUTLET
                                                                                                                                                                                                                                                                                            TO EXISTING BIORETENTION BASIN.
                                                                                                                    106
                                                                                                                         .25


                                                                                                                                    106
                                                                                                                                     .00


                                                                                                                                            105




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground (Rev D).dwg DATE:14/Jul/2020 BY:blhuillier
                                                                                                                                                        105
                                                                                                                                               .75




         TIMBER POST AND RAIL FENCING
                                                                                                                                                             .50




                                                                                                                                                                                                                                                                                  105.0
                                                                                                                                                                                                                                                                                        0
         AROUND PERIMETER OF RAISED
                                                                                                                           106




         TURFED AREA. (APPROX. 180M)AS
                                                                                                                              .50




         PER IPWEAQ STD DRG GS-042


                                                                                                                                                                                                                                                                                                   SERVICE LOCATIONS
  EXISTING TURFED                                                                                                                                                                                                                                                                            It is the responsibility of the Contractor to
                                                                                                                                                                                                                                                                                             contact the relevant service authorities to
 CARPARKING AREA                                                                                                                                                                                                                                                                             ascertain the exact location of services
                                                                                                                                                                                                                  105.25




                                                                                                                                                                                                                                                                                             prior to construction.
                                                                                                                                                                   106
                                                                                                                                                                    .25


                                                                                                                                                                              106




     PROVIDE Ø375 RCP CULVERT WITH PRE CAST HEADWALLS
                                                                                                                                                                                 .00

                                                                                                                                                                                              105




     AND OUTLET SCOUR PROTECTION. PROVIDE 1m x 1m
                                                                                                                                                                                                .75

                                                                                                                                                                                                       105.50




     GROUTED ROCK SCOUR PROTECTION WITH 100mm (D50)
                                                                                                                                                                         10
                                                                                                                                                                          6.5




     INLET:                                                          OUTLET:
                                                                                                                                                                           0




     E:   491028.845                                                 E:   491038.472
     N:   7078476.576                                                N:   7078478.173
     IL : 104.54                                                     IL : 104.48




                                                                                          106.50
                                               106.50                                                                106.50
                            PROVIDE GROUTED ROCK SCOUR                                                                                                                          5
                                                              106.25                                                                                                      106.2
                            PROTECTION WITH 100mm (D50) AT
                                                                                                                                                                                                                      105.25




             106.25                                        106.25
                                                              106.00
                            OUTLET OF SWALE AND KERB AND                                                                                                                      106.0
                                                                                                                                                                                    0

                            CHANNEL TO Ø375 RCP CULVERT       105.75                                                                                                                        5
                                                                                          106.00                                                                                    105.7
                    106.00                                                                105.50
                                                                                                                                                                                                .50
                                                                                                                                                                                          105




                            105.75
                                                                                          105.25105.75
                                                                                         105.25                                                         CONTINUES ON SHEET C14
        105.50

       105.75                                                                          105.50
                                                                                                                                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                    105.2




                                                                                                           105.50
                                                     1075
                                                   105. 5.75                                                                                                                                                                                                                                                                                                                           1.    REFER ALSO TO DESIGN & EXISTING LEGENDS ON
                                                                                                                                                                                                                                                                                                                                                                                             SHEET C01.
                                                                                                                                10
                                                                                                                                   5.50




                                                                                                                                                                                                                                                                                                                                                                                        2.   REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
                                                                                                                                                                                                                                                        105.25
                                                                                                                                              10
                                                                                                                                               5.5




                                                                                                                                                                                                                                                                                                                                                                                        3.   REFER DEMOLITION PLANS ON SHEETS C07 & C08
                                                                                                                                                  0
 10
     6.0




                                                                                                                                                                                                                                                                                                                                                                                             FOR FURTHER DETAILS.
         0




             10
                  6.0
                        0                                                                                                                                                                                                                                                                              0          2              4                6m
                                                                                                                                                                                                                                                                                                                                                                                        4.   REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
                                                                                                                                                                                                                                                                                                             Scale 1:100 @A1
                                                                                                105.75




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

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

      Rv DATE                                             REVISIONS                                       REC. APPR.                   CHECKED                                                                                   ph:(07) 5329 6500 | email: [email protected]                                                                                                    DESIGN FEATURES - CARPARK AREA 3 C14                                   D