Attachment C -Proposed Carparking

                                                                                                                                                                                                                                                                                                                                                                                                                             ALL DRAWINGS TO BE PRINTED IN COLOUR!
                                                                                                                                     PROVIDE Ø375 RCP CULVERT WITH
                                                                                                                                     PRE CAST HEADWALLS AND OUTLET
                                                                                                                                     SCOUR PROTECTION
                            PROPOSED PLAYGROUND                                                                                      INLET:                                   OUTLET:
                                                                                                                                     E:   490973.085                          E:   490967.132
                                                                                               0
                                      PROPOSED FENCING - REFER  5.5                                                                  N:   7078365.097                         N:   7078368.947
                                                             10
                                      LANDSCAPE PLANS FOR DETAILS                                                                    IL : 105.730                             IL : 105.695                                                                                                                               SETOUT TABLE - DW01
                                                                                                                                                                                                                                                                                                    CHAINAGE EASTING NORTHING HEIGHT                                RADIUS
                                                                                                                                                                                                                                                                                                           0.000       490975.881   7078348.081     107.008
                                                                                 FSL 105.650
                                                                                                                                                                                                                                                                                                        12.981         490970.222   7078359.763     106.778
                                                FSL 105.570                                4.70                                                                               LANDSCAPED BATTERS
                                                                                                                                                                              1 in 4 MAX.                                                                                                               14.435         490969.578   7078361.092     106.734          R = 6.800



                                                     0
                                                    5.5
                                                                                                                                                                                                                                                                                                        15.889         490969.544   7078362.568     106.668
                                                   10                                                                                                                                                                                                                                                   23.577         490969.363   7078370.255     105.969
                                                                               105.75
                                                                                                                                                                                                                                                                                                        25.356         490969.321   7078372.075     105.791          R = 6.800
                                                                                                                                                                                                               existing overhead power
                                                                                                                                                                                                               pole to remain                                                                           27.135         490970.193   7078373.673     105.613
                                                                                                                                                                                                                                                                                                        27.315         490970.279   7078373.830     105.595
             ALIGNMENT STRING "DW01"


                                                                                           106.00
                                                                                                                                                                                                                                                                 106.00
                                      .50
                                   105




                                                                                                           106.25
                                                                                                                                                                                                                            175mm CONCRETE DRIVEWAY PAVEMENT
                                                                                                                                   .50
                                                                                                                                106
                                                                                                                                                                            PP                                                                                              PP
                                                                                  .0   0
     SECURITY FENCING FOR PUMP WELL ONLY                                      106                                                                                                                                                             TYPE A COMMERCIAL DRIVEWAY
     - TO BE CONFIRMED WITH UNITYWATER                                                                                                                                                                                                        REFER IPWEAQ STD DRG R-0051
                                                                                                                                                                                                       106.50
                                                                                                                                                                                                                       FSL 106.960
                                                                                               R 5.                                      106.7
                                                                                                                                                 5
                           EXISTING SEWER                                                            00
                           PUMP STATION




                                                                                                                                                                                       0
                                                                                                                                                                                      4.0
                                                                                                                                                                                                                  107.00
                                                                                                                                                                                                                                     107.00
                                                                                                                                                         FSL 106.930
     AREA OF PAVEMENT WITH MAX. 1%
     LONGITUDINAL GRADE AND CROSS                                                          0
                                                                                                                                         0

                                                                                 3.0
                                                                                                                                   3.0




                                                                                                                                                                                                                                                                            JOINS SHEET C10
     FALL AS PER SEQ WATER SERVICE




                                                                                                                                                                                                                                                                                                                                                                                                                                  FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
     PROVIDERS STD DRG SEQ-SPS-1102-2                                                                                  3.0                                        107.00
                                                                                                                          0                                                                                                                                                                      BEFORE YOU DIG                                   SERVICE LOCATIONS
    EMERGENCY GENERATOR SLAB AS PER                                                                                                                                                          02                                                                                                                                               It is the responsibility of the Contractor to
    SEQ WATER SERVICE PROVIDERS STD                                                                                                                                                                                                                                                                                                           contact the relevant service authorities to
                                                                             3.6




    DRG SEQ-SPS-1102-2                                                                                                                                                                                                                                                                                                                        ascertain the exact location of services
                                          .50
                                                                                0




                                    106                                                                                                                                                                TYPE B2 KERB ONLY                                                                                                                      prior to construction.
                                                                                                                                                                                                       AS PER IPWEAQ STD
                                                                                                                                FSL 106.960                                                            DRG RS-080

                                                                                                                     01                                                                                                                                                                                                                           TELECOMMUNICATIONS
                                                                                                                                                                                               .0 0
                                                                                                                                                                                            107                                                                                                                                                    SERVICE PROVIDERS
                                                                                                                                                                                                                                                                                                                                              ' yes'          Telstra              visionstream
                                                                                                                                                                                                                                                                                                                                                  OPTUS
                                                                                                                                                                                                                                                                                                                                           NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
                                                                                                                                                                                                  900mm WIDE                                      .75                                                                                            PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
                                                                                                                                                                                                                                               106                                                                                               PRIOR TO START OF CONSTRUCTION. PHONE DBYD
                                                                                                                                                                                                  CONCRETE INVERT
                                                                                                                          EX




                                                                                                                                                                                                                                                                                                                                                 SERVICE LOCATIONS ON 1100 FOR DETAILS.




                                                       EET
                                                                                                                              TEN




    .00
107

                                                   T R
                                                 ES
                                                                                                                                                                                                                                                        106.75

                                                                                                                                                                                                                                                                                                                                                               elstra
                                  PL
                                                                                                                                TO




                               MA                                                                                                                                                                                                                                                             OVERHEAD ELECTRICITY CABLES
                                                                                                                                                                                                                                                                                                                                                                      AUSTRALIA

                                                                                                                                                                                                                                                                                                                                          WARNING: OPTIC FIBRE
                                                                                                                                 FW




                                                                                                                                                                                                                              .50
                                                                                                                                                                                                                             106




                                                                                                                                                                                                                                                                                              EXIST IN THIS VICINITY. CONTACT
                                                                                                                                                                                                                                                                                                  ENERGEX WHERE CABLE
                                                                                                                                                                                                                                                                                                                                          EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
                                                                                                                                                                                                                                                                                              CLEARANCE IN COMPROMISED BY
                                                                                                                                   OR




                                                                                                                                                                                                                                                                                                                                          VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
                                                                                                                                                                                                                                                                                                        MACHINERY.
                                                                                                                                                                                                                                                                                                                                          BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
                                                                                                                                                                                                      106.75
                                                                                                                                             KS




                                                                                                                                                                                                                                      106.75                       106.75


                                                                                                                                                         .0   0
                                                                                                                                                     107                                               106.50                                                    106.50
                                                                                                                                                                                                                                                                                                      NOTES:
                                                                                                                                                                                                                                     106.50

               10   7.00

                                                                                                                                                                                                                                                                                                      1.      REFER ALSO TO DESIGN & EXISTING LEGENDS ON
                                                                                                                                                                             CONNECT TO CONCRETE PATHWAY LINK
                                  107
                                     .0   0
                                                                                                                                                                             FROM MARY RIVER ROAD PEDESTRIAN                                                                                                  SHEET C01.
                                                                                                                                                                             BRIDGE MATCH SMOOTHLY INTO EXISTING                                                                                      2.      REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
                                                                                                                                                                             SURFACE. DOWEL INTO EXISTING CONCRETE
                                                                                                                                                                                                                                                                                                      3.      REFER DEMOLITION PLANS ON SHEETS C07 & C08
                                                                         0
                                                                                                                                                                             AS PER IPWEAQ STD DRG RS-065
                                                                                                                                                                                                                                                   APEX PARK                                                  FOR FURTHER DETAILS.
                                                                   7.0
                                                              10
                                                                                                                                                                                                                                                                                                      4.      REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS

                            DRAFT
                                                                                                                          0          2                  4              6m

                                                                                                                                Scale 1:100 @A1

          E 12/12/19 DRAWING RE-NUMBERED, I.F.C.
          D 10/2018 U.W. EMERGENCY SLAB REVISED
                                                                                M.T.
                                                                                M.T.
                                                                                                    C.E.
                                                                                                    C.E.
                                                                                                                      PSM No       138979 | 158664
                                                                                                                                                                                           NOOSA COUNCIL INFRASTRUCTURE                                                                                            MAPLE STREET - COOROY                                                          Capital Project Number

                                                                                                                                                                                                                                                                                                                                                                                                    0000583
A1
                                                                                                                     (AHD) RL   106.960 | 106.277
          C 10/2018 REVISED ACCESS DRIVEWAY WIDTH                               M.T.                C.E.                                                                                      PLANNING, DESIGN & DELIVERY                                                                                          HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
          B 22/01/2020   DRAFT
             09/2018 ISSUED FORISSUE
                                 BRIDGE CONSTRUCTION                            M.T.                C.E.            SURVEYED     A CRAMPTON 08 / 2018
          A 15/08/2019   ISSUED
             09/2018 ISSUED  FORFOR  REVIEW
                                 COMMENT                                        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]                                                                             MAINTENANCE ACCESS PLAN                                                        C11                 E