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Approved Plans OPW25-0057

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              IT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              COMMENCEMENT OF EXCAVATION




                                     CH 99
                                        CH 10
                                                                                            104                                                                                                                                                                                                                                                                                                                                                                                                                                                         102

                                          .223
                                                                                                                         3
                                                                                                                         I                W6-1 + W8-25

                                              0
                                                                                                                                          PEDESTRIAN                                                                                                                                                                                                                                                 NEW PATH CONNECTION TO




                                                                                                         CH 10 110
                                                                                                                                          CROSSING SIGNAGE                                                                                                                                                                                                                                           EXISTING FOOTPATH.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             101
                                                                                                             CH
                                                                                                                                                                                                                                                                                                                                                                                                     REMOVE OLD PRAM RAMP.




                                                                                                              9.821
                                                                                                                                                                                                                                                    103




                                                                                                                                                CH 1 1
                                                                                                                                                                                                                                                                                                           10                                                                                        TOPSOIL, TURF AND MAKE
                                                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                                                                                                                                     GOOD
                                                                                                                                                                                                                                               R2-3 "KEEP LEFT" SIGN




                                                                                                                                                      7.105




                                                                                                                                                                         CH 120
                                                                                                                                                                                                                                                                                                                                       102
                                                                                                                                                                                                                                                                                                                 PROPOSED KERB RAMP IN
                                      CONT                                                                                                                                                                                                                             PROPOSED




                                                                                                                                                                                                                          CH 130.
                                               ROL L                                                                                                                                                                                                                                                             ACCORDANCE WITH




                                                                                                                                          104
                                                        INE                                                                                                                                                                                                            RAISED PLANTED                                                                                                                              EXISTING 2m




                                                                                                                                                                                                                             CH 130
                                                                                                                                                                                                                                                                                                                 NOOSA STD DRG SD:9006
         105




                                                                                                                                                                                       EXISTIN                                                                         TRAFFIC ISLAND                                                                                                                              WIDE FOOTPATH
                                                                                                                                                                                              G EDG




                                                                                                                                                                                                                                 275
                                                                                                                                                                                                   E OF B
                                                                                                                                                                                                         ITUME




                                                                                                                                                                                                                                                                                        CH 141.33
                                                                                                                                                                                                                 N




                                                                                                                                          3m




                                                                                                                                                                                                                                                                              CH 140




                                                                                                                                                                                                                                                                                                                                              CH 152.01
                                                                                                                                                                                     LAKE M




                                                                                                                                                                                                                                                                                        4




                                                                                                                                                                                                                                                                                                                                CH 150
                                                  2
                                                                                                                                                                                                     ACDON




                                                                                                                                                                                                                                                                                                                                                                                  CH 156.959
                                                  I                                                                                                                                                                                                                                                                                                            2.5m                                                                           R2-3 "KEEP LEFT" SIGN
                                                                                                                                                                                                           ALD DR




                                                                                                                                                                                                                                                                                                                                                                                                                        CH 164.073
                                                                                                                                                                                              CL




                                                                                                                                                                                                                                                                                                                                                                                                       CH 160
                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                   3m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                CH 171.776




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CH 181.151




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CH 192.070
                                                                                                                                                                                                                                                                                                                          103




                                                                                                                                                                                                                                                                                                                                                                                                                                                       CH 170
                                                  104




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CH 180
                                                                                                                                                                                                                                                                                                     A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CH 190
                                           1                                                                                                                                                                                                                                                         -
                                           I                                                                                                                                                                                                                                                                                                                                                    PEDESTRIAN REFUGE IN
                                                                                                                                                                                                                                                                                                                                                                                                ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REFER EXTERNAL ROADWORKS DETAIL - SHEET 2 FOR CONTINUATION
                                                              1                                                                                                                                                                                                                                                                                                       103
                                                              G                                                                                                                                                                                                                                                                                            2.5m                                 NOOSA STD DRG SD:9006




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3m
                                                                                                                 105




                                                                                                                                                                                                                                                                                                                                                            2.7m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CL
                                                                                                                                                              2
                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                                                                                                                     103




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3m
                                                                                                                                                                                                                                                                                                                                         1
                                                                                                            PROPOSED RRPM's IN                                                                                                                                                                                                           X6
                                                                                                            ACCORDANCE WITH
                                                                                                                                                        104




                                                                                                        106 AS1742.2-2009
                                                                                                            (MUTCD) SECTION 5.6
                                                                                                                                                                                                                                                          exRP B                                                                                                                                                                           10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3m
                                                                                                                                                                                      1                                                                          DY                                                                                                                                                                           3
                                                                                                                                                                                      H                                                                                                                                                                                                                                                                                                                                                    2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           X6
                                                                                                                                                                                                                                                      RP B
                                                                                                                                                                                                 E                                                         DY
                                                                                                                                                                  105                                                                                                                                                                                                                    SM3 KERB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2m
                                                                                                                                                                                                                                                   104
                                                                                                                                                                                                                                          EXISTING POWER POLE TO                                                                         2.5m
                                                                                                                                    106




                                                                                                                                                                                                                                          BE RELOCATED. REFER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.5m
                                                                                                                                                                                                                                          ELECTRICAL PLANS                                                                                                                                                                                                                                                                                                                    M1 K&C

                   LEGEND                                                                                                                                                                                                                                                              R200m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.5m
                                                                                                                                                                                                                                                                              PROPOSED KERB RAMP IN                                                                                                    RP BDY
                                                    PROPOSED LINEMARKING




                                                                                                                                                                                                                                                                                                                                                                                          0.5m MIN
                                                                                                                                                                                                                                                                              ACCORDANCE WITH
                                                  EXISTING LINEMARKING TO REMAIN                                                                                                                                                                                              NOOSA STD DRG SD:9006
                                                    PROPOSED
                                                         10 SAWCUT LINE
                                                           8
                                                    PROPOSED SUBSOIL DRAINAGE                                                                                                                                                                                                                       APPROX. BOUNDARY
                                                                                                                                                                                                                                                                                                    REALIGNMENT / LAND                                                                                                                                                           103
                                                  EDGE OF BITUMEN                                                                                                                                                                                                                                                                                                                  CONNECT SUBSOIL DRAINAGE
                                                                                                                             107                                                                                                                                                                    RESUMPTION (126m² TOTAL)                                                       TO STORMWATER PIT
                                                    YELLOW BIDIRECTIONAL RRPM                                                                                                                                                                                                                                                                                                                            104
                                                    YELLOW UNIDIRECTIONAL RRPM
                                                                                                                                                                                                                                                                                                                 105                                                                                 PROPOSED 2.5m WIDE
                                                    PROPOSED ROAD PAVEMENT                                                                                                                                                                                                                                                                                                                           CONCRETE FOOTPATH                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                     GENERALLY IN ACCORDANCE                                                                                                                                      L
                                                    PROPOSED ROAD WIDENING                                                                                                                                                                                                                                                                                                                           WITH IPWEA STD DRG RS-065
                                                      10                                                                                                                                                                                                                                                                                                                                             AND NSC ADDENDUMS
                                                         9

                                                    PROPOSED CONCRETE FOOTPATH                                                                                                                                                                                                                                                                                                                                                                                                                                                          900
          11                                                                                                                                                                                                                                                           106
             0
                                                    PROPOSED CONCRETE DRIVEWAY
                                                                                                                       108




                                                    BIORETENTION BASIN FILTER SURFACE

                                                    LAND RESUMPTION                                                                                                                                          0.225m                                              0.225m
                                                                                                                                                                                                      CL




                                                                                                                                                                                                               0.3m        LANDSCAPING                 0.3m                                                                                                                                                                                                                                                           -
                                                    PROPOSED STORMWATER DRAINAGE
                                                                                                                                                                        CONCRETE LEDGE                                        600 MIN
                                                    PROPOSED Ø150 PVC-O PN16 WATER MAIN                                                                                    BEHIND KERB                                                                                                 PROPOSED                                                                                                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                                                                                                                       PAVEMENT
                                                    PROPOSED Ø150 UPVC SEWER MAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                         OPW25/0057
                                                                                                                                                                                                                                       0.45m




                                                  EXISTING UNDERGROUND STORMWATER DRAINAGE                                                                                         EXISTING
                                                                                                                                                                                  PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOOSA COUNCIL
                                                  EXISTING WATER MAIN
                                                                                                                                                                                                                                                                       SM3 KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          20 AUG 2025
                                                  EXISTING COMMUNICATIONS CABLES                                                                                                                                            SUBSOIL
                                                                                                                                                                   ENSURE SURFACE GRADES
                                                  EXISTING UNDERGROUND ELECTRICAL                                                                                         AWAY FROM KERB                                    DRAIN                               CONCRETE LEDGE
                                                                                                                                                                                                                                                                BEHIND KERB
                                                  EXISTING OVERHEAD ELECTRICAL                                                                                                                                SM3 KERB
                                                                                                                                                              SUBSOIL DRAINAGE
                                                  EXISTING SITE BOUNDARY                                                                                      GENERALLY IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Check all dimensions before commencement of work.
                            10
                                                                                                                                                              WITH IPWEA STD DRG PSD-102                             SECTION A                                                                                                                                                 NOTE:                                                                                                                                                      Check Site boundary dimensions from the Title plans
                                                    DESIGN SURFACE CONTOURS (250mm INTERVALS)
                                                                                                                                                                                                               TYPICAL PLANTED MEDIAN                                                                                                                                          ALL LINE MARKING AND DELINEATION TO BE IN                                                                                                                  Check Building Boundary clearances by set out.
                            10                    EXISTING SURFACE CONTOURS (250mm INTERVALS)                                                                                                                                                                                                                                                                                                                                                                                                                                             Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                            SCALE 1:50 A3                                                                                                                                      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.             C250
                                                                  E   17/06/2025   RFI STORMWATER AMENDMENTS                       SK
        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 :            E
                                                                  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 1                                                                               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 4 July 2025 - 5:07 PM
Document Set ID: 23931062
Version: 1, Version Date: 15/07/2025
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