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Appendix A - Engineering Design Plans - 2 of 2 · OPW25/0057

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Original PDF page 11, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           IT IS THE RESPONSIBILITY OF THE




                                                                                                                                                                                                                                                                                                                                                                                                      102




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           102




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           COMMENCEMENT OF EXCAVATION




                                                                                                             102




                                                                                                                                                                                                                                  WILGEE CT
                                                              101




                                                                                                                                                            EXISTING
                                                                                                                                                        STREET LIGHT

                                                                                                                                  10
                                                                                                                                    1




                                                                                                                                                                                                                                                                                                                                           102
                                                                                                                                                                                                                                                                                                         103
                                                                                                                                           8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                                                                           X1                                                                                                                                                                                                                                                                                                                                       3
                                                                                                             3                                                                                                                                                                                                                                                                                                                                                                    10
                                                                                                             X6


                                                                                                                                                                  103
                                                                                                                                                                                                                                                                                                                                                                                       103
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              104




                                                                                                                                                                                                                                                                                                                                                             CH 236.984
                                                                                                                    CH 199.742




                                                                                                                                                                                                                                                                                                                                                                                                                           CH 249.239
                                                                                                                                                                                           CH 210.413




                                                                                                                                                                                                                                                                             CH 224.448
                                                               CH 192.070




                                                                                                                                                                                                                                                                                                                                                                              CH 240




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CH 280
                                                                                                                       CH 200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CH 260




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CH 270
                                                                                                                                                                                                                                                                                                                    CH 230




                                                                                                                                                                                                                                                                                                                                                                                                                                        CH 250
                                                                                                                                                                                              CH 210




                                                                                                                                                                                                                                                   CH 220




                                                                                                                                                                                                                                                                                                                                                                                                                                                 10
                                                                                                                                                                                                                                                                                                                                                                                                                                                   4
 REFER EXTERNAL ROADWORKS DETAIL - SHEET 1 FOR CONTINUATION




                                                                                                                                                                                             3
                                                                                                                                                                                           10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             105


                                                                                                                                                                                                                              LAKE MACDONALD DR




                                                                                                                                                                                                                                                                                                                                                                                                                                                           3m
                                                                                                                                                                                                                                                                                                  CL                                                                                                                                                                                               CL                                                                                          CL




                                                                                                                                                                                                                              EXISTING ROAD NAME AND "NO
                                                                                                                                                                                                                              THROUGH ROAD" DUAL BLADE
                                                                                                                                                                                                                              SIGN TO BE RELOCATED




                                                                                                                                                                                                                                                                                                                                                                              3m
                                                                                                                                                                                                                              BEHIND NEW KERB


                                                                                        34                                                                                                                                                                                                                   27                                                                                                                                                                                                                            LEGEND
                                                                                                                                                                                                                                                                                28




                                                                                                                                                                                                                                                                                                                                                                              2m
                                                                                                         33                                                      103                         7
                                                                                                                                                                                             X1                                                                                                                              26
                                                                                                                                 32                                                                                                                               29                                                                                                                                                                                                                                                                                                                                                               10




                                                                                                                                                                                                                                                                                                                                                                              1m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED LINEMARKING




                                                                                                                                                                                                                                                                                                                                                                                                     104
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                  103                                                                                                                                                                                             C
                                                                                                                                                                                                                                                                                          M1 K&                                                                                                                                                                                                  PROPOSED RRPM's IN                                             EXISTING LINEMARKING TO REMAIN




                                                                                                                                                                                                                                                                                                                                                                               2.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ACCORDANCE WITH
                                                                                                                        M1                         31                                                                                         30
                                                                                                                                                                                                                                                                            R8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 AS1742.2-2009                      105                         PROPOSED SAWCUT LINE
                                                                                                                             K&                                                                                                                                                                                                                                                                                                                                                                  (MUTCD) SECTION 5.6
                                                                                                                                                                                                                                                                             m(
                                                                                                                                  C                             JOIN TO                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED SUBSOIL DRAINAGE
                                                                                                                                                                                                                                                                                    INV

                                                                                                                                                                EXISTING KERB                                                                                                                                                                                                                                                                         104                                                                                                       EDGE OF BITUMEN
                                                                                                                                                                                                                                                                                           )
                                                                                                                                      M1




                                                                                                                                                                                                                                                            C




                                                                                                                                                                                                                                                                       JOIN TO
                                                                                                                                                                                                                                                        K&




                                                                                            R8m (INV)                                                           EXISTING R2-1 "GIVE                                                                                                                                                                                                                                                                JOIN TO
                                                                                                                                        K&




                                                                                                                                                                                                                                                                                                                                                                             REPLACE EXISTING PATH WITH NEW 2.5m                                                                                                                                                YELLOW BIDIRECTIONAL RRPM
                                                                                                                                                                                                                                                   M1




                                                                                                                                                                                                                                                                       EXISTING KERB                                                                                                                                                               EXISTING 2m
                                                                                                                                           C




                                                                                                                                                                                                 LA CT




                                                                                                                                                                WAY" SIGN TO REMAIN                                                                                                                                                                                          WIDE CONCRETE FOOTPATH GENERALLY    IN                                                                                                                            104
                                                                                                                                                                                                                                                                                                                                                                                                          103                                      WIDE PATH                                                                                                    YELLOW UNIDIRECTIONAL RRPM                                                105
                                                                                                                                                                4                                                                                            1                                                                                                               ACCORDANCE WITH IPWEA STD DRG RS-065
                                                                                       EXISTING                                                                 X2                                                                                           X3
                                                                                                                                                                                                                                                                                                                                                  102                        AND NSC ADDENDUMS
                                                                                     ELECTRICAL                                                                                                                                                                                                                                                                                                                                                                                                                         103                                     PROPOSED ROAD PAVEMENT
                                                                                                                                                                                           DIANEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W6-1 + W8-25
                                                                                         PILLAR                                                                                                                                                                                                                                                                                                                                                                             PEDESTRIAN
                                                                                                                                                                  EXISTING                                                                                                                2.5
                                                                                                                                                                                                                                                                                             m                                                                                                                                                                              CROSSING SIGNAGE                                                                    PROPOSED ROAD WIDENING
                                                                                                                                                                  STREET LIGHT                                                                                                                                                                   101
                                                                                                                                                                                                                                 103




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          102   PROPOSED CONCRETE FOOTPATH
                                                                                                                                                                  JOIN TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            103
                                                                                                                                                                  EXISTING PATH
                                                                                                                                                                                                                                                   EXISTING                                                                                                                                                                                                                                                                                                     PROPOSED CONCRETE DRIVEWAY
                                                                                                         EXISTING                                                                                                                                  STREET LIGHT                                  SUBSOIL DRAIN
                                                                                                         ELECTRICAL                                                                                                                                                                              CONNECTION TO
                                                                                                         TRANSFORMER                                                                                                                                                                             EXISTING STW PIT                                                                                                                                                                                                                                               BIORETENTION BASIN FILTER SURFACE
                                                                                                             103




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LAND RESUMPTION
                                                                                                                                      2.5m
                                                                                                                                                                                                                                                                                                       103




                                                                                                                   3                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED STORMWATER DRAINAGE
                                                                                                                   X2
                                                                                                                                                                                                        REPLACE EXISTING PATH WITH NEW 2.5m
                                                                                                                                                                             103




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED Ø150 PVC-O PN16 WATER MAIN
                                                                                                                                                         103




                                                                                                                                                                                                        WIDE CONCRETE FOOTPATH GENERALLY IN
                                                                                                                                                                                                        ACCORDANCE WITH IPWEA STD DRG RS-065                                                                                                                                                                                                                                                                                                                    PROPOSED Ø150 UPVC SEWER MAIN
                                                                                       103




                                                                                                                                                                                                        AND NSC ADDENDUMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING UNDERGROUND STORMWATER DRAINAGE
                                                                                                                                                                                                             103




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       102
                                                                                                                                                                                                                                                                                                                                            102




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING COMMUNICATIONS CABLES
                                                                                                                                                                                                                                                                                                                    ENERGY SERVICE PROVIDERS                                                      TELECOMMUNICATIONS
                                                                                KERB RETURN SETOUT                                                                                                                                                                                                                     AGL                                                                         SERVICE PROVIDERS                                                                         elstra                                                             EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                 ERGON.                                                                                                                                             AUSTRALIA
                                                                                    POINT     EASTING              NORTHING                             LEVEL                      POINT   EASTING                 NORTHING       LEVEL                                                                                                          ENERGY
                                                                                                                                                                                                                                                                                                                                                                          energex                              Telstra                            visionstream                                                                                                  EXISTING OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                                                                  origin
                                                                                                                                                                                                                                                                                                                  NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
                                                                                                                                                                                                                                                                                                                                                                                                   OPTUS
                                                                                                                                                                                                                                                                                                                                                                                             NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WARNING: OPTIC FIBRE                                                                     EXISTING SITE BOUNDARY
                                                                                                                                                                                                                                                                                                                        PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED                             PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
                                                                                                                                                                                                                                                                                                                        PRIOR TO START OF CONSTRUCTION. PHONE DBYD                                 PRIOR TO START OF CONSTRUCTION. PHONE DBYD                          VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO                              10         DESIGN SURFACE CONTOURS (250mm INTERVALS)
                                                                                                                                                                                                                                                                                                                        SERVICE LOCATIONS ON 1100 FOR DETAILS.                                     SERVICE LOCATIONS ON 1100 FOR DETAILS.                              BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10         EXISTING SURFACE CONTOURS (250mm INTERVALS)


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOTE:                                                                                                           Check Site boundary dimensions from the Title plans
                                                                                                                                                                                                                                                                                                                                                                                                                                                       ALL LINE MARKING AND DELINEATION TO BE IN                                                                       Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                                                                                                                                                                                                                       ACCORDANCE WITH THE MANUAL OF UNIFORM                                                                           the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCALE 1:125 (A1) - 1:250 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                       TRAFFIC CONTROL DEVICES (MUTCD)                                                                                 services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       contractor prior to commencement of works.

                                                                                                                                                                                                                                                                           Approved
Checked -                                                                       CT                                                                                                                                                                                                                                                                     Drawing title -                                                                  Project -        PROPOSED 1 INTO 3                                  Site -                                                    Project No.       233467        Sheet No.             C251
Design -                                                                       SK            Drawn -    SK                       D    24/03/2025   UPDATED PROJECT NAME                                 SK                                                                                                                                             EXTERNAL ROADWORKS DETAIL -                                                                       DEVELOPMENT                                        62 LAKE MACDONALD DRIVE,                                  Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          C250-C251 EXTERNAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ROADWORKS DETAILS       Issue :         D
                                                                                                                                 C    14/03/2025   UPDATED LOT LAYOUT                                   SK
Scales -                                                                       AS SHOWN                                          B    20/09/2024   ISSUE FOR APPROVAL                                   SK                                                                 COVEY ASSOCIATES PTY LTD                     124 DUPORTH AVENUE             SHEET 2                                                                          Client -
                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOOSA COUNCIL                                      COOROY                                                     This Document is copyright and shall not be copied
                                                                                                                                 A     10/01/24    ISSUE FOR CLIENT REVIEW                              SK
                                                                                                                                                                                                                                                                           ABN 59 137 305 992                           PO BOX 16                                                                                                                                                                                                                                      without written approval, nor shall it be used except
Document Stage -                                                                                 APPROVAL                                                                                                                                                                  (07) 5443 7777                               MAROOCHYDORE QLD 4558                                                                                                                                                                                                                          for the Development and the Site Specified.
                                                                                                                                 Issue Date                       Description                           By                                                                 [email protected]
                                                                            c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C250-C251 EXTERNAL ROADWORKS DETAILS.dwg                                                                                                                                                                                                                                                                                                                                                                                   Plot 25 March 2025 - 5:28 PM

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