16-003302-4800

DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A

       LEGEND                                                                                                                       TAPER BACK AND JOIN NEATLY                                                                                                 ENSURE TABLE DRAINS AND SIDE
                                                                                                                                    INTO EXISTING UNSEALED                                                                                                     DRAINS ARE FREE DRAINING INTO
                                        PROPOSED STAGE BOUNDARY                                                                     ROAD OVER MIN. 10.0m                                                                                                       EXISTING TABLE DRAINS (TYPICAL)
                                        PROPOSED FLUSH KERB REFER DETAIL
                                        PROPOSED EDGE OF BITUMEN
                                        EXISTING EDGE OF BITUMEN
                                                                                                                                                                                                                                                              END OF CONSTRUCTION 83.0




                                                                                                                                                                                                                                         10
                                        PROPOSED TABLE DRAIN INVERT




                                                                                                                                                                                                                                                                                                                                                                                                                                KERB LINE
                                                                                                                                                                                                                                                                                                            61




                                                                                                                                                                                                                                           5.1




                                                                                                                                                                                                                                                                                                                                                                                                                                NOMINAL
                                        PROPOSED TOP OF BATTER
                                                                                                                                                                                                                                                              80




                                                                                                                                                                                                                                        10
                                        PROPOSED STORMWATER DRAINAGE




                                                                                                                                                                                                                                         5 .2
                     105.4
                                        DESIGN PAVEMENT CONTOUR (0.1m INTERVAL)                               PROVIDE 6.0m WIDE TYPE 'A' CROSSOVER
                                                                                                              IN ACCORDANCE WITH I.P.W.E.A.Q.                                                                                                                                                                                                                                                                                               SETOUT AND LEVELS
                                                                                                                                                                                                                                                                                                                                                                                                                              0.23m




                                                                                                                                                                                                                                        10
                                                                                                              STANDARD DRAWING RS-051 WITH                                                                                                                                                                                                                                                                                                  REFER TO LIP




                                                                                                                                                                                                                                          5.
                                                                                                                                                                                                                                                                                                                    213                      211




                                                                                                                                                                                                                                             3
                                        AC PAVEMENT                                                           NEGATIVE 3% GRADE TOWARDS PROPERTY                                                                                                                                              214




                                                                                                                                                                                                                                                                                                                                                                                                                      0.30m
                                                                                                              IN ACCORDANCE WITH STD DRG RS-056




                                                                                                                                                                                                                                     10
                                                                                                                                                                                                                                         5.
                                        EXISTING OVER HEAD ELECTRICAL




                                                                                                                                                                                                                                           4
                                                                                                                                                                                                                                                                                          PROPOSED ENTRY                                                                                               PAVEMENT TO
                                        EXISTING UNDER GROUND ELECTRICAL                                                                                                                                                                                                                                                                                                                               EXTEND 150mm
                                                                                                                                                                                                                                                                                          GATE BY OTHERS




                                                                                                                                                                                                                                     10
                                        EXISTING UNDER GROUND TELSTRA                                                                                                                                                                                                                                                                                                                                  BEHIND KERB




                                                                                                                                                                                                                                       5.5
                                                                                                                                                                                                                 LAMONTS ROAD
                                        EXISTING STORMWATER PIPE




                                                                                                                                                                                                                                    105
                                                                                                                                                                                                                                                              60




                                                                                                                                                                                                                                       .6
                                                                                                                                                                                                                                                                               BILLABONG PARRADE                                                                                                                      NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                      FLUSH KERB TYPE 'ER2'




                                                                                                                                                                                                                                105
                                                                                                                                                                                                                                   .7
                                                                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:25



                               CAUTION !!
                                OVERHEAD                                                                                          PROPOSED 375Ø CULVERT                                                                                                                                  EXISTING POWER POLE AND TELSTRA
                                                                                                                              REPLACEMENT REFER SECTION
                             ELECTRICAL CABLES                                                                                                                                                                                                                                           PIT TO BE PROTECTED AT ALL TIMES
                         OVERHEAD ELECTRICITY CABLES                                                                                                                                                                                                                                     DURING CONSTRUCTION                                                                                                          LAMONTS ROAD SETOUT
                         EXIST IN THIS VICINITY. CONTACT                                                                                                                                                                                                                                                                    212                                                                                       CH 0.000 E376.891 N1053.621




                                                                                                                                                                                                                      105.8
                             ENERGEX WHERE CABLE                                                                                                                                                                                                                                                                                                                                                                      CH 12.454 E383.524 N1064.162
                         CLEARANCE IS COMPROMISED BY                                                                                                                                                                                                         40                                                                                                                                                         R=40.000
                                   MACHINERY.                                                                                              OUTLET SETOUT
                                                                                     REFER DRG 15-001261-700                                                                                                                                                                                                                                                                                                            DEF=29d54'8.34"
                                                                                                                                                 E 381.255
                                                                                       SERIES FOR EXTERNAL                                      N 1084.311                                                                                                                                                                                                                                                              TL=10.681
                               CAUTION !!                                            INTERSECTION UPGRADE
                                                                                                                                                                                                                                                             START OF CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                        ARC=20.876
                                                                                                                                                                                                                                                                                                                                                                                                                        CC E349.669 N1085.465
                               UNDERGROUND                                                                                                                                                                                                                   TP 33.330                                                                                                                                                  IP E389.213 N1073.202
                             ELECTRICAL CABLES                                                                                                                                                                                                                                                                                                                                                                        CH 33.330 E389.638 N1083.875
                           UNDERGROUND ELECTRICITY                                                                                                                                                                                                                                                                                                                                                                    CH 83.061 E391.615 N1133.567
                          CABLES EXIST IN THIS VICINITY.                                                                                                                                                                                                     INLET SETOUT
                          CONTACT ENERGEX FOR CABLE                                                                                                                                                                                                          E 395.879
                         LOCATIONS. EXTREME CARE MUST                                                                                                                                                                                                        N 1084.996
                          BE TAKEN WHILST EXCAVATING
                                                                                                               10




                                                                                                                                                                                                       105
                               CAUTION !!
                                                                                                                    4.
                                                                                                                    9




                                                                                                                                                                                                        .6
                               UNDERGROUND
                                                                                                                                    10




                                                                                                                                                                                              105
                                                                                                                                      5.
                                                                                                                                      0




                             TELECOMMS CABLES                                                                                                                                                     .5
                                                                                                                                                                                                                                                              20
                      UNDERGROUND TELECOMMUNICATIONS
                                                                                                                                                                       10




                                                                                                                                                                                                                                                                                                           PRECAST 375Ø CONCRETE
                                                                                                                                                                                       10
                                                                                                                                                              10




                                                                                                                                                                                                                                                                                                                                                                                   ROAD CONTROL LINE
                         CABLES EXIST IN THIS VICINITY.
                                                                                                                                                                          5
                                                                                                                                                               5.2




                                                                                                                                                                                          5
                                                                                                                                                                         .3



                                                                                                                                                                                         .4




                         CONTACT SUPPLIER FOR CABLE                                                                                                                                                                                                                                                        HEADWALL AT OUTLET                                                                                                                   PRECAST 375Ø CONCRETE
                                                                                                                                                        10
                                                                                                                                                         5.




                       LOCATIONS. EXTREME CARE MUST BE                                                                                                                                                                                                                                                                                                                                                                                          HEADWALL AT INLET
                                                                                                                                                         1




                          TAKEN WHILST EXCAVATING.
                                                                                                                                                                                                                                                                                                    PROVIDE OUTLET SCOUR                      DESIGN SURFACE
                                                                                                                                                                                                                                                                                                    PROTECTION AND GRADE TO                                                                                                                            PROVIDE INLET SCOUR PROTECTION
                                                                                                                                                                                                                                                              TP                                    TABLE DRAIN AT MIN. 0.5%                                                                                                                           AND ENSURE TABLE DRAIN GRADES
                                                                                                                                                                                                                                                                   12
                                                                                                                                                                                                                                                                     .45                                                                                                    LAMONTS ROAD                                                               INTO INLET AT MIN. 0.5%
                                                                                                                                                                                                                                                                           4
                                                                                                                                                                                  SP
                                                                                                                                                                                       0                                                                                                                                                   DS/IL 104.402                                                               US/IL 104.475


                                                                                 EXISTING 375Ø CULVERT TO                                                                                                                                                                                                                                                            14.64m 375Ø RCP AT 0.5%
                                                                                 BE TAKEN UP AND REMOVED                                                                                                                                                                                                                                                                                                                                                             EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                     DATUM RL.102

                                                                                                                                                                                                                                     EL
                                                                                                                                                                                                                                             M
                                                                                                                                                                                                                                                 ST
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                                                                                                                                                                                                                                                        ET
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                                                                                                                              /
    NOTE:                                                                                                                                   /
    NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE JOB                                                                       /
    DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPAL
    FOR THIS INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE                                                                                        /

    PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL ASCERTAIN THE POSITION
    OF ANY UNDERGROUND SERVICES IN THIS AREA AND SHALL BE RESPONSIBLE FOR MAKING
                                                                                                                                                                              /

    GOOD ANY DAMAGE THERETO.                                                                                                                                                                  /


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                                                                                                                                                                                                                                                                                                                                                                                                                                             N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION    DATE   ISSUE DETAILS                                                    DRAWN     DESIGN       DRAWN         STATUS                                                                     SCALE                                                                       CLIENT                                                                                                  PROJECT                                                      DRAWING TITLE


   A       30.01.17 ORIGINAL ISSUE                                                   NA        BF                                           FOR APPROVAL                                                                                                                                 PALM LAKE WORKS PTY LTD                                                                                              PALM LAKE RESORT                           LAMONT RD ROADWORKS
   2                                                                                                                                       NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                   STAGE 4 & 5
   3                                                                                                                                                                                                                                                                                                                                                                                                                                                    AND DRAINAGE LAYOUT PLAN
   4                                                                                                       DESIGN        APPROVED                                                                                                                                                                                                                                                                       19 TRADING POST ROAD - COOROY
   5                                                                                                                     ANDREW McPHAIL                  RPEQ 6921                                                                                                                                                                                                                                                                                   PROJECT No.              DRAWING No.   REVISION
   6                                                                                                                                                                                                                                                                                                                                                                                    DISCLAIMER
   7
                                                                                                                                                                                                                                                                                                                                  C 2015       www.calibreconsulting.co
                                                                                                                                                                                                                                                                                                                                                                                       ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                       CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                     16-003302                      4800       A
   8                                                                                                                     FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD