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Approved Plans OPW22-0104

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                                                                                                                                                                                                                                                                                 #33                                                                                                                                                                                                                                                         #29
                                                                                                                                                                                                                                                                              4RP809059                                                                                                                                                                                                                                                   6RP809059




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                                                                                                                                           88.44                                   88.92                                                                                  91.82                                  92.78                                                                                                                     96.24




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       JOIN NEW KERB RETURN NEATLY WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING CONCRETE DRIVEWAY (#27)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         #27
                                                                                                                                                                                                                                                                                                                                                                                         9                                                                                                                                                            1RP189023




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROVIDE KERB ADAPTER FOR                            PROVIDE KERB RAMPS EITHER SIDE OF INTERSECTION
                                                                                                                                                                                                                                8                                                                                92.65                                                                                                                     96.11                                             EXISTING RESIDENCE (#27) AS                         GENERALLY IN ACCORDANCE WITH NSC STD DRG NSD-9906E.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PER IPWEAQ STD DRG RS-081                           JOIN NEATLY WITH EXISTING CONCRETE PATHWAYS.                                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                      TC77.449
                                                                                                                                                                                                                                                                                                                                              .326
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                                                                                                                                                                                                                                                                                                                                               CT85
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                                                                                                                                                                                                                                                                          91.82                                                                                                                                                                                                                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                 90
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                                                                                                                                                                                   88.59                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .27
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                                                                                                                                           88.10
                                                                                                                                                                                                               0.435




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                                                                                                                                                                                       CT128.312




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                                                                                                                                                                                                                TC12




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WARNING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                                                                                        S                                                                                                                                 PROVIDE 3no KERB ADAPTERS (2no HOUSE &                                                      1.5m WIDE CONCRETE PATHWAY                                         STREET NAME SIGN WITH                                                                                                    49
                                                                                                                                                                                   E




                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                          S                                E                                                                                                              1no SHED) FOR EXISTING RESIDENCE [#23]                                                      AS PER IPWEAQ STD DRG RS-065                                       SUPPLEMENTARY "NO THROUGH ROAD"                                                                                                        OVERHEAD POWER
                                                                                                                                                                                                                                                                                                                                                                                                          AS PER IPWEAQ STD DRG RS-081                                                                                                                                   PLATE AS PER IPWEAQ STD DRG RS-130                                                                                                   IN VICINITY OF WORKS
                                                                                                                                                                       S




                                                                                                                                                                                                                                               S                      E                                                TRANSITION CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D
                                                                                                                                                                                                                                S                        E                                                             PATHWAY WIDTH
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                                                                                                                                                                                                                        S                     E
                                                                                                                       S              S                 S                          S                   S                                                                                                                                                      94.00
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                                                                                                                                                                                                                        E
                                                                                                                            E              E                 E                 E                           E                                                                                                                                                                                                                                                                                                                                         SAW CUT EXISTING PAVEMENT 300mm FROM EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LIP OF KERB. BREAK OUT AND REMOVE REDUNDANT K&C.
                                                                                                                                                                                                                                                                                                         92.53
                                                                                                                                 1                                                                             KERB ADAPTERS AS PER                                                                                                                                                                                                                                                                                                                  JOIN NEW ROAD NEATLY TO EXISTING AS PER IPWEAQ
                                                                                                                                                  2.0m WIDE CONCRETE                                           IPWEAQ STD DRG RS-081 (TYP)                                                                                                                                                                                                                                                                                                           STD DRG RS-170.
                                                                                                                                 A                                                                                                                              91.77
                                                                                                                                                  PATHWAY AS PER
                                                                                                                                                  IPWEAQ STD DRG RS-065
                                                                                                                                                                                                                                                                                                                                                                                 PLAN REQUIRING AMENDMENTS - REFER                                                                                                                                   INTERSECTION SETOUT
                                                                                                                                                                       89.23                                    89.79                                                                                                                                                            TO CONDITIONS                                                                                                                                                        PT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EASTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             485980.190
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NORTHING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7084708.302
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      99.956
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      41     485983.415            7084708.461       100.177
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      42     485986.334            7084709.842       100.296
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      43     485988.502            7084712.235       100.328
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      44     485989.589            7084715.275       100.287
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      45     485979.327            7084702.921        99.951
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   #23                                46     485982.370            7084701.831       100.221
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                20SP316902                            47     485984.764            7084699.659       100.484
                                                                                                                                                                                                                                                                                                                                      1                                                                                                                                                                                                               48     485986.144            7084696.735       100.694
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      49     485986.297            7084693.506       100.804

                                                                                                                                                                                                                                         2                                                                                                                                                                                                                                                                                                                                                                                                                                              DIAL BEFORE
                                                                                                                                  3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          YOU DIG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RADIUS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             www.1100.com.au




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             VE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SETOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          -                                                                                           K&C TYPE M1
                                                                                                                                                                                                                                                                                                                                                                                                                   NOOSA COUNCIL                                                                                                                                    KERB DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                   APPROVED PLAN                                                                                                                                      NOT TO SCALE                                                                                         88
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING CONTOURS : 1.0m INTERVALS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FINISHED CONTOURS : 1.0m INTERVALS


                                                                                                                                                                                                                                                                                                                                                                                                                OPW22/0104 3 JUN 2022
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FINISHED CONTOURS : 0.1m INTERVALS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING KERB & CHANNEL
                                                                                                                                                                       89.50                                    90.06                                           92.08                                    92.86                                            94.38
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING EDGE OF BITUMEN


                                                                                                                                                                                                                                                                                                                                                                                                                As annotated by Council
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                  B                                                                                                                                                                                                                                                                                                                EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING TELCO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING ELECTRICITY (OVERHEAD)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED KERB & CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S                    PROPOSED SEWER
                                                                                                                                                                                                                                                                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W                    PROPOSED WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E                    PROPOSED ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          86.50                    PROPOSED EARTHWORKS LEVEL
                                                                                                                                                                                                                                                                                                                                                                                        #19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED ROAD PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                      4RP35077
                                                                                                                                                                                                                                                                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED CONCRETE PATHWAY


                                                                                                             COPYRIGHT ©                                                                                                                     Associated Consultants                             Client                                                                                                                                          Drawn                             Verified                  Project                                                                                     Drawing Title                                                                                              Scale                    Sheet Size
                                                                                                             This drawing is subject to
                                                                                                             copyright in accordance with
                                                                                                                                                                                                                                             SURVEYORS & PLANNERS                               JNE DEVELOPMENTS P/L                                                                                                                            JF                                DR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            25 PAVILION ST, POMONA                                                                      ROADWORKS AND DRAINAGE PLAN                                                                                         1: 200            A1
                                                                                                                                                                                                                                             LAND SURVEYING DYNAMICS (LSD)                                                                                                                                                                      Designed                          Verified
                                                                                                             the agreement between TOD
                                                                                                             Consulting Pty Ltd (tc) and tc's
                                                                                                                                                                                                                                             p 0412 666 516                                                                                                                                                                                     JF                                DR                        RESIDENTIAL SUBDIVISION                                                                     SHEET 2 OF 2                                                                                               Drawing Number
                                                                                                             client. This drawing shall only
                                                                                                             be used for this specific project.                                                                                              e [email protected]                                                                                                                                                                   Approved                          RPEQ No                   RP DESCRIPTION       21SP316902                                                                                                                                                                                  21556-C201
                                                                                                             This drawing shall not be used                                                                                                  w www.landsurveyingdynamics.com                                                                                              Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190                      NOLDS
                                                                                                                                                                                                                                                                                                                                                                                                                                                D. REYNOLDS                       9072                      LOCAL AUTHORITY      NOOSA SHIRE COUNCIL
                                                                                                                                                    B       25.05.22       IR : ITEMS 4 & 5 (2m PATH & LOT FALL)                    JF                                                                                                                                                                                                                                                                      MCU APPROVAL         -                   HORIZ DATUM MGA 2020                                                       0     10           20    30       40          50        60                         Sheet                     Revision
                                                                                                             for construction until marked as                                                                                                                                                                                                                                        PO Box 61, Noosaville, QLD 4566                            Signed
                                                                                                             'Issued For Construction' in the
                                                                                                             revision description.
                                                                                                                                                    A
                                                                                                                                                   Rev
                                                                                                                                                            11.04.22
                                                                                                                                                             Date
                                                                                                                                                                           OPW SUBMISSION
                                                                                                                                                                           Revision Description
                                                                                                                                                                                                                                  JF
                                                                                                                                                                                                                                Drawn
                                                                                                                                                                                                                                                                                                                                                                          [email protected]     www.todconsulting.com
                                                                                                                                                                                                                                                                                                                                                                                          ABN 39 128 805 336                                                                                     25.05.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ROL APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RAL21/0017
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL DATUM    (PSM112428) 98.616                                                 MEASUREMENT BAR - INCREMENTS IN mm                                                      5 of 14            B
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Approved Plans OPW22-0104

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