Attachment C -Proposed Carparking

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ALL DRAWINGS TO BE PRINTED IN COLOUR!
                                                                                                                                                                                                                                                                                                                                                                       EDGE LINE
                                                                                                                                                                                      SSD      SSD
                                                                                                                                                                        SSD   SSD
                                                                                                                                                           SSD    SSD
                                                                                                                                                     SSD
                                                                                                                                             SSD




                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                   SSD
PP
                                                                                                                        SSD




                                                                                                                                                                                                                                                                                                                                                                                                       -
                                                                                                                 SSD
                                                                                                       SSD
                                                                                                 SSD
                                                                                           SSD
                                                                                 SSD
                                                                         SSD
                                                                 SSD
                                                           SSD
                                                    SSD
                                              SSD
                                       SSD




                                                                                                                                                                                                                     1.20
                               SSD
                        SSD
             SSD
SSD
                                                                                                                 PROPOSED LANDSCAPING AREA WITH LOW
                                                                                                                                                                                                                                                                                                                                                                 EL
                                                                                                                 LEVEL PLANTING. PROVIDE SUB SOIL
                                                                                                                 DRAINAGE AND CONNECT TO SUBSOIL DRAIN
                                                                                                                                                                                                                                                                 MAPLE STREET




                                                                                                                                                                                                                     3.00
                                                                                                                 BENEATH CONCRETE INVERT IN CARPARK
                                                                                                                                                                                                                                                                                                                                                                                                                                                             600mm WIDE CONCRETE TRAFFIC ISLAND
                                                                                                                                                                                                                                                                                                                                                                CLL
                                                                                                                                                    KERB ONLY TYPE SM3 AS PER
                                                                                                                                                    IPWEAQ STD DRG RS-080 WITH                                                                                                                                 300mm CUTBACK LINE                                                                                                                                                                                                            CONTINUITY LINES
                        SIGNAGE AS PER IN ACCORDANCE




                                                                                                                                                                                                                      3.00
                                                                                                                                                    300mm WIDE CCS BISCUIT                                                                                                                                                                                                                                     existing edge of bitumen                                         PROVIDE GROUTED ROCK SCOUR
                        WITH IPWEAQ STANDARD
                                                                                                                                                    CONCRETE BACKING STRIP                                                                                                                                                                                                                                                                                                      PROTECTION WITH 100mm (D50)
                        DRAWING RS-130 & RS-131.                                                                                                                                                                                                                                                                                                                EL
                         "NO ENTRY" - FACING MAPLE ST                                                                                                                                                                                              106.5
                                                                                                                                                                                                                                                         0
                        "GIVE WAY" - FACING CARPARK




                                                                                                                                                                                                                       1.20
                                                                                                                                                                                                                                                                                                                                                                                                                          106.25                    106.25                      106.25                  CL




                                                                                                                                                                                                                                                                                                               106.50
                                                                                                                                                                                                                                 106.50                             106.50




                                                                                                                                                                                                                                                                                  106.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       106.25                                                       106.25
                                                    CONTINUITY LINES                                                                                                                                                                                                                                                                                                       106.25                               106.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                106.25
                                                                                                                                                                                                                                      106.50
                                                                                                                                                                                                            0
                                                                                                                                                                                                      106.5                                                                                                                                                                                                                                                                                             CL



                                                                                                                          106.75
                                                                                                                                                                                                                                                                                                                                                  B1 KERB                                              900mm WIDE                                                                                                                                      106.25




                                                                                                                                                                                                                                                                                                                                                                                         3.30
                                                                                                                                                                                    900mm WIDE                                                                                                                                                   & CHANNEL                                             CONCRETE INVERT                                                                                                     106.25                      106.25
      JOINS SHEET C11




                                                                                                                                                                                    CONCRETE INVERT                                                                            106.25                                       FSL 106.122                                                                                                                                                  FSL 106.010
                                                                                      5




                                                                                                                                             0
                                                                                                                                     106.5
                                                                                 106.7




                                                    FSL 106.580
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      106.00
                                                                                                                                                                                                                                                    106.2
                                                                                                                                                                                                                                                         5                                                                            10                                                                                                                                                                               106.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                JOINS SHEET C09
                                                                                                                                                                                                                                                                                                                                          6.2
                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                                                                                                    2.                                                          FSL 106.047
                                                                                                                                                                                                                                                                                                                                                                                      60
                                                                                                                                                                                                                                                                                                                                                            5




                                                                                                                                                                                                                                                                                                                                     PP
                                                                                       106
                                                                                          .50                                                                                                                                                            FSL 106.277                                                                                            6.2
                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                                                       .50




                                                                       HL
                                                                                                                       106




                                                                                                                                                                                                                                                             9                    8                                     7                                                   6                          5                    4                                                                                                  PROVIDE 200mm
                                                                                                                                         FSL 106.390                                                                                   10                                                                                                                                                                                                  3                  2                  1                                             SLOT/CHUTE IN KERB.




                                                                                                                                                                                                                                                                                                                                                      10
                                                                        HOLD LINE                                                                                                                               11




                                                                                                                                                                                                                                                                                                                                                    5.




                                                                                                                                                                                                                                                                                                                                                                                33




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PP
                                                                                                                                                                              12




                                                                                                                                                                                                                                                                                                                                                                              7.
                                         900mm WIDE                                                                                                                                                                                                                                            existing overhead                                                                                                                                                                                                      INVERT OF CARPARK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                         CONCRETE INVERT
                                                                           .60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6.0
                                                                                                                                                                                                                                                                                               power pole                                                                                                                                                                                                             TO DISCHARGE TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                        106




                                                                                                               KERB106.5
                                                                                                                     AND 0 CHANNEL                                                                                                                                                                                                                                                                                                                                                                                    EXISTING CULVERT
                                                                                                                                                                                                                                                                                                                                                            106.25                       106.25
      106.75                                                                                                                                                                                                                                                     106.50
                                                                                                               TYPE M1 - AS PER                                                                                               106.50
                                                                                                                                                                                                                                                                                                                                                                                                                         106.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.2
                                                          PP




                                                                                                               IPWEAQ STD DRG RS-080                                                        106.50                                                                                                                                                                                                                                                                                                           existing watermain (location




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             to be confirmed by potholing)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
                                                                                                                                                                                                                                                                                                  106.50
                                                                                 existing overhead                                                                                                                                                                                                                                                 106.25                                               KERB ONLY TYPE B2 - AS106.25
                                                                                                                                                                                                                                                                                                                                                                                                                                PER
                                                                                                                                                                                                                                       106.50
                                                                                 power pole                                                                                                                                  KERB10ONLY TYPE B2 - AS PER                                          106.25                                                                                                IPWEAQ STD DRG RS-080
                                     106.75
                                                                                                             106
                                                                                                                 .75
                                                                                                                                                                                                     106.50                  IPWEAQ STD DRG RS-080                                                                                                                                                                                                                   106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .25
                                                                                                                                                                                                                                           .255
                                                                                                                                                                                                                                       106.2
                                                                                                                                                                                                                                       106
                                                                                 existing telecomms (location
                                     106.50                                                                                                                                                          106.25
                                                                                 to be confirmed by potholing)
         CONCRETE PATHWAY LINK TO
         CARPARKING AND MARY RIVER
         ROAD PEDESTRIAN BRIDGE                                                                                        106.25
                                                                                                                                                                                                                                                                                                                                                                                                                 APEX PARK                                                                                        106.25




                                                                                                                                                                                                                                                                                           0               2                  4      6m

                                                                                                                                                                                                                                                                                                   Scale 1:100 @A1
                                                                                                                                                                                                                                                                                                                                                                                                                  CONCRETE TRAFFIC ISLAND




                                                                                                                                                                                                                                                                                                                                                                                                                                                MAPLE ST
                                                                                                                                   APEX PARK                                                                          2.50                                                      VARIES                                                                                3.30                              0.60       1.20                  3.00                        3.00                        1.20



                                                                                                                                                                                                                       2.50%                                                                                                                                                                                                            -5.00%
                                                                                                                                                                                     1 in 6                                                                                  2.50%                                                                                         -5.00%

                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING SURFACE
                        OVERHEAD ELECTRICITY CABLES
                        EXIST IN THIS VICINITY. CONTACT                                                                                                                                                                                                                                                                                                                                                                            CUTBACK INTO EXISTING PAVEMENT AS
                            ENERGEX WHERE CABLE                                                                                                                               CONCRETE PATHWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                   PER IPWEAQ STANDARD DRAWING RS-170
                        CLEARANCE IN COMPROMISED BY
                                  MACHINERY.                                                                                                                                                           B2 KERB ONLY                                                                                                                                                                       ROADWAY PAVEMENT - REFER DETAILS ON SHEET C01
                                                                                                                                                                                                                                                                                                                   EXISTING
                                                                                                                                                                                                         CAUTION:                                                                                                  UNDERGROUND
         NOTES:                                                                                                                                                                                          AC WATERMAIN - DIAMETER AND                                                                               TELSTRA                                                    900mm WIDE CONCRETE INVERT

         1.                   REFER ALSO TO DESIGN & EXISTING LEGENDS ON                                                                                                                                 DEPTH TO BE CONFIRMED

                              SHEET C01.
         2.                   REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.                                                                                                                                                                                                MAPLE ST - CARPARK AREA 1
         3.                   REFER DEMOLITION PLANS ON SHEETS C07 & C08
                                                                                                                                                                                                                                                                                                                                           0           1                        2                 3m
                              FOR FURTHER DETAILS.                                                                                                                                                                                                                    SECTION                                           E
          4.                  REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS                                                                                                                                                                                                     SCALE 1:50                                                         Scale 1:50 @A1




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

                        Rv DATE                                        REVISIONS                                              REC. APPR.                         CHECKED                                                                          ph:(07) 5329 6500 | email: [email protected]                                                                                                                                      MAPLE ST - CARPARK AREA 1                                                                             C10                       B