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RFI - Appendix A - Amended Civil Engineering Plans · RAL25/0004

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Original PDF page 26, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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
                                                                                                                                                                                                            104                                                                                                                                                                                                                                                                                                                X6
                                                                                                                                                                                                                                              RP B
                                                                                                                                                                                                                                                   DY
                                                                                                                                                          105                                                                                                                                                                                                                    SM3 KERB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2m
                                                                                                                                                                                                                                  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                                                                           104
                                                                                                                                                                                                                                                                                            REALIGNMENT / LAND                                                                                                                                                           103
                                          EDGE OF BITUMEN                                                                                                                                                                                                                                                                                                                  CONNECT SUBSOIL DRAINAGE
                                                                                                                     107                                                                                                                                                                    RESUMPTION (126m² TOTAL)                                                       TO STORMWATER PIT
                                            YELLOW BIDIRECTIONAL RRPM
                                            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
                                                                                                                                                                                                                                                                               PAVEMENT
                                            PROPOSED Ø150 UPVC SEWER MAIN
                                                                                                                                                                                                                               0.45m




                                          EXISTING UNDERGROUND STORMWATER DRAINAGE                                                                                         EXISTING
                                                                                                                                                                          PAVEMENT
                                          EXISTING WATER MAIN
                                          EXISTING COMMUNICATIONS CABLES                                                                                                                                                                                       SM3 KERB
                                                                                                                                                           ENSURE SURFACE GRADES                                    SUBSOIL
                                          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 -     COMMUNITY AFFORDABLE                                         Site -                                                                                Project No.     233467        Sheet No.             C250
Design -    SK           Drawn -       SK
                                                                                                                                                                                                                                                                     EXTERNAL ROADWORKS DETAIL -                                                                         HOUSING DEVELOPMENT                                         62 LAKE MACDONALD DRIVE,                                                               Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             C250-C251 EXTERNAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ROADWORKS DETAILS        Issue :            C
                                                          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 19 March 2025 - 9:37 AM

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