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Compiled Approved Plans & Document OPW18 0343 01 pdf

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BLUECARE SUNRISE BEACH
INTERSECTION WORKS                                                                                                                                                                                                                          calibregroup.com




                                                                           ADVANC
       SUNSHINE                                                                                                                                                            DRAWING INDEX




                                                                                  E
        BEACH
     HIGH SCHOOL                                                                                                                                                            3001-100   DRAWING INDEX & LOCALITY PLAN
                                                                                          PLACE
                                                                                                                                                                            3001-101   OVERALL LAYOUT PLAN
                                                                                                                    RESO
                                                                                                                            LUTE
                                                                                                                                                                            3001-102   SURVEY SETOUT LAYOUT PLAN
                                                                                                                                                                            3001-103   SURVEY SETOUT TABLES
                                                                                                                                                                            3001-104   CONCEPTUAL EROSION AND SEDIMENT CONTROL PLAN SHEET 1 of 2




                                                                                                                                             ST
                                                                                                                                                                            3001-105   CONCEPTUAL EROSION AND SEDIMENT CONTROL PLAN SHEET 2 of 2




                                                                                                                                                REE
                                                       LIPTON
                                                                                                                                                                            3001-106   CONCEPTUAL EROSION AND SEDIMENT CONTROL NOTES




                                                                                                                                                    T
                                                                                                     SOUTHERN
                                                                                      STREET
                                                                                                                                                                            3001-107   CONCEPTUAL EROSION AND SEDIMENT CONTROL DETAILS
                                                                                                                                                                            3001-108   TREE RETENTION PLAN




                                                 BEN
                                                                                                                                                                            3001-109   EXISTING FEATURES AND DEMOLITION PLAN SHEET 1 of 2
                                                                                                                                                                            3001-110   EXISTING FEATURES AND DEMOLITION PLAN SHEET 2 of 2
                                                                                                                                                                            3001-111   ROADWORKS LAYOUT PLAN SHEET 1 of 2
                     SITE                                                                                                                                                   3001-112   ROADWORKS LAYOUT PLAN SHEET 2 of 2
                                                                                                                                                                            3001-113   ROADWORKS SETOUT PLAN




                                                                                                                   CR
                                                                                                                                                                            3001-114   TYPICAL SECTIONS




                                                                                                                    OS
                                                                                                                                                                            3001-115   BEN LEXEN DRIVE LONGITUDINAL SECTIONS




                                                                                                                        S
         GRASSTREE   COURT




                                                                HARDY
                                                                                                                                                                            3001-116   BEN LEXEN DRIVE CROSS SECTIONS
                                                                                                                                                                            3001-117   GRASSTREE COURT LONGITUDINAL SECTION
                                                                                                                                                                            3001-118   GRASSTREE COURT CROSS SECTIONS
                                                                                                                                                                            3001-119   ROAD 1 LONGITUDINAL & CROSS SECTIONS




                                                                                                                                   PA
                                                                                                                                    RA
                                                                                                                                                                            3001-120   BEN LEXEN DRIVE BUS STOP CROSS SECTIONS




                                                                                                                                      DE
                                            LE




                                                                                                                                                                            3001-121   FOOTPATH 1 LONGITUDINAL & CROSS SECTIONS
                                                                        STRE



                                                                                                                              AD
                                            XE




                                                                                                                            RO                                              3001-122   FOOTPATH 2 LONGITUDINAL & CROSS SECTIONS
                                             N




                                                                          ET




                                                                                                                                                                            3001-123   SIGNS AND LINEMARKING PLAN
                                                                                              RAND
                                                                                       BERT                                                                                 3001-124   STORMWATER DRAINAGE CATCHMENTS PLAN
                                                                                                                                                                            3001-125   STORMWATER DRAINAGE LAYOUT PLAN

                                                                                                                                            ET                              3001-126   STORMWATER DRAINAGE LONG SECTION - EXISTING
                                                                                                                                          RE
                                                                                                                                        ST                                  3001-127   STORMWATER DRAINAGE LONG SECTION - PROPOSED
                                                                                                                                                                            3001-128   STORMWATER DRAINAGE STRUCTURE DETAILS
                                                                 DR




                                                                                                                NEWPORT
                                                                        IV




                                                                                                                                                                            3001-129   STORMWATER DRAINAGE STRUCTURAL DETAILS
                                                                           E




                        LOCALITY PLAN
                             NOT TO SCALE




                                                                                                                                                                                                                                         BLUECARE SUNRISE BEACH
                                                                                                                                                                  -
                                                                                                                                                                                                                                             INTERSECTION WORKS
                                                                                                                                                          NOOSA COUNCIL                                                          COUNCIL REFERENCE: 132008 1128.01
                                                                                                                                                          APPROVED PLAN
                                                                                                                                                        OPW18/0343 8 JUN 2019              Project No.:       Milestone:                     Revision Date.:   Drawing No.:   Revision:

                                                                                                                                                                                           18-001942          FOR APPROVAL                   16.04.19          3001-100          A
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Page 2

                                                                                                                                                                                                                                                                                                                                                                                                               LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED WORKS
                                                                                                                                                                                                                                                                                                                  502                                                                                                                     SHEET BOUNDARY
                                                                                                                                                                                                                                                                                                                RP880337


                                                                                                                                               4
                                                                                                                                            RP810721




                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                          GTP106716




                                                                                                                                                                                                                                                                                        D R I V E
                                                                                                                                                                  7
                                                                                                                                                                                                                                                                                                            863
                                                                                                                                                               RP890947
                                                                                                                                                                                                                                                                                                          RP845926

                                                                                                                                                                                                                                                             SHEET 1                                        862
                                                                                                                                                                                                                                                                                                                              851
                                                                                                                                                                                                                                                                                                                            RP845926
                                                                                                                                                                                                                                                                                                          RP845926
                                                                                                                                                                                                6                                                8
                                                                                                                                                                                             RP901384                                         RP901384                                                      861               852
                                                                                                                                                                                                                                                                                                          RP845926          RP845926

                                                                                                                                                                                      PROPOSED RAC SITE                                     EXISTING SHOPS




                                                                                                                                                                                                                                                                 C O U R T




                                                                                                                                                                                                                                                                                        L E X E N
                                                                                                                                                                                                                                                                                                            860                 853
                                                                                                                                                                                                                                                                                                          RP845926            RP845926

                                                                                                                                                                     SHEET 2                                                                                                                                859               854
                                                                                                                                                                                                                                                                                                          RP845926          RP845926
                                                                                                                                                                                                                                                                             ROAD 1
                                                                                                                                      5                                                                                                                                                                     858                   855
                                                                                                                                   RP890947                                                                                                                                                               RP845926              RP845926

                                                                                                                                                                                                                       E E
                                                                                                                             EXISTING CHURCH
                                                                                                                                                                                 S                    S T R                                                                                                  857                    856
                                                                                                                                                                           G R A                                                                                  EASEMENT
                                                                                                                                                                                                                                                                                                           RP845926               RP845926

                                                                                                                                                                                                                                                                                                             738




                                                                                                                                                                                                                                                                                            N
                                                                                                                                                                                                                                                                                                                                      737
                                                                                                                                                                                                                                                                                                          HCH805762                MCH805762




                                                                                                                                                                                                                                                                                               B E
                                                                                                                                                                                                                                                                                                                  863                        736
                                                                                                                                                                                                                                                                                                                RP845926                  MCH805762
                                                                                                                                                                                                                                                                                                                     863
                                                                                                                                                                                                                                                                                                                   RP845926

                                                                                                                                                                                                                                                                                                                             863
                                                                                                                                                                                                                                                                                                                           RP845926
                                                                                                                                                                                                                                                                                    770
                                                                                                                                                                                                                                                                                 MCH805764                                               863
                                                                                                                                                                                                                                                                                                                                       RP845926
                                                                                                                                                                                                                    9
                                                                                                                                                                                                                 SP252905
                                                                                                                                                                                                                                                                                    769                     768
                                                                                                                                                                                                                                                                                 MCH805764               MCH805764
                                                                                                                                                                                                           PROPOSED RL SITE
                                                                                                                                                                                                                                                                                                       767
                                                                                                                                                                                                                                                                                                    MCH805764
                                                                                     147                                                                                                                                                                                                                                        743
                                                                                   NPW889                                                                                                                                                                                                766                                 MCH805762
                                                                                                                                                                                                                                                                                      MCH805764
                                                                                                                                                                                                                                                                                                                        744                   709
                                                                                                                                                                                                                                                                                         765                         MCH805762              MCH5416
                                                                                                                                                                                                                                                                                      MCH805764
                                                                                                                                                                                                                                                                                                                                                         708
                                                                                                                                                                                                                                                                                                                      745                              MCH5416
                                                                                                                                                                                                                                                                                      764                          MCH805762
                                                                                                                                                                                                                                                                                   MCH805764
                                                                                                                                                                                                                                                                                                                           747
                                                                                                                                                                                                                                                                                      763                               MCH805763                                                                                                           -
                                                                                                                                                                                                                                                                                                                   746
                                                                                                                                                                                                                                                                                                                                                                                                         NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                   748
                                                                                                                                                                                                                                                                                   MCH805764                    MCH805763       MCH805763
                                                                                                                                                                                                                                                                                                                                                            749
                                                                                                                                                                                                                                                                                     762                                                                 MCH805763                                       APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                       OPW18/0343 8 JUN 2019
                                                                                                                                                                                                                                                                                  MCH805764



FILE: 3001-101.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                          STATUS                                                       SCALE                                                                CLIENT                                                                                                               PROJECT                                               DRAWING TITLE
 FIRST                                                                                   AMENDMENT DETAILS                                                                                                                                                                                                            Calibre Professional Services (QLD) Pty Ltd
 ISSUE     CB      NV       SD       SP      02.02.18
                                                                                                                          FOR APPROVAL                                                                                                                                                                                            Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                            OVERALL LAYOUT
     A     CB      CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                                      Birtinya QLD Australia 4575
A
M    B                                                                                                                  NOT FOR CONSTRUCTION                                      0     10    20      30    40    50     60     70     80
                                                                                                                                                                                                                                                                                                                                         Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                           Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                         RETIREMENT LIVING &                                                   PLAN
E
     C
N
D
M    D
                                                                                                             APPROVED                                                             SCALE 1:1000 (A1)                    SCALE 1:2000 (A3)                                                                                                                                      AGED CARE
E                                                                                                            BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                           DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                          PROJECT No.              DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                   ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                       SIGN:                          DATE: 16.04.2019
                                                                                                                                                                                                                                                                                                    C   calibregroup.com                                            PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                    DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                          18-001942                3001-101        A

Page 3

                                                                                                                                                                       0.000
                                                                                                                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                                                                                                                                                                    RP901384




                                                                                                                                                                                       CT 26.361




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 46
                                                                                                                                                                                                                                                                                                                                                                                                                                                          CT 95.9



                                                                                                                                                                                                                                                                                                                                                                                                                                                                               100
                                                                                                                                                                           10
                                                                                                                                                                             TC 11.271




                                                                                                                                                                                                                                                                                                                                                                                                                                         90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LIMIT O
                                                                                                                                                                                                                                                                                                 TC 51.299
                                                                                                                                                                                  20




                                                                                                                                                                                                                                                                                                                                                                                                    80
                                                                                                                                                                                                                                                                                                                                                           70
                                                                                                                                                                                                      30




                                                                                                                                                                                                                                                                                                                     60
                                                                                                                                                                                                                                              40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           F WOR
                                                                                                                                                                                                                                                                                                 50
                                                                                        EXISTING EASEMENT TO                                                                                                                                                                                                                                                                                                                     R T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                                                                                                                             C O U




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TC 6.86




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              KS
                                                                                        BE EXTINGUISHED UPON
                                                                                        COMPLETION OF WORKS                                                                                                                            G R A S S T R E E                                                                                                                                                                                                 0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                    10
                                                                                                                                                                                                                               39.203



                                                                                                    9
                                                                                                 SP252905                                                                                                                                                                                                                                                                                                                                                                                          4.5
                                                                                                                                                                                                                                                                                                                                                                                           24                20                                                                                       00
                                                                                                                                                                                                                                                                                                                                                                                              2.0    2
                                                                                                                                                                                                                                                                                                                                                                                                  TP     C
                                                                                                                                                                                                                               30




                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                                                                                   5.30



                                                                                                                                                                                                                                                                                                                                                                                   30
                                                                                                                                                                                                   ROAD 1




                                                                                                                                                                                                                                                                                                                                                                 P3  CT
                                                                                                                                                                                                                       0.000




                                                                                                                                                                                                                                               TC 6.570

                                                                                                                                                                                                                                                                 10
                                                                                                                                                                                                                               20




                                                                                                                                                                                                                                                                               CTP
                                                                                                                                                                                                                                                                             15.2




                                                                                                                                                                                                                                                                                                             20




                                                                                                                                                                                                                                                                                                                                   30
                                                                                                                                                                                                                                                                                                                          26.373
                                                                                                                                                                                                                                                                                                                                               40




                                                                                                                                                                                                                                                                                                                                        CT
                                                                                                                                                                                                                                                                         68




                                                                                                                                                                                                                                                                                                                                   33
                                                                                                                                                                                                                                                                                                                                     .60
                                                                                                                                                                                                                                                                                                                                        9




                                                                                                                                                                                                                                                                                                                                                      39
                                                                                                                                                                                                                                                                                                                                            CTP 4




                                                                                                                                                                                                                                                                                                                                                         .78
                                                                                                                                                                                                                                                                                                                                    2.086




                                                                                                                                                                                                                                                                                                                                                             9
                                                                                                                                                                                                                               10

                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LIMIT OF WORKS




                                                                                                                                                                                                                                                                                                                                                                                                                  55.290
                                                                                                                                                                                                                                                                                                                                                                                      CT 48.872
                                                                                                                                                                                                                                                                                                                                                                                      50
                                                                                                                                                                                                                               0.000
                                               FOR CONTINUATION REFER BELOW




                                                                                                                                                                                                                                                                              110
                                                                                                                                                                                                                                                                                     111.741
                                                                                                                                                                                                                                100
                                                                                                                                                                                          90
                                                                                                                                                           82.225
                                                                                                                                                    80
                                                                                                                              73.685
                                                                                                                      70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         44.683
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         44.132
                                                                                                                                                                                                                                                                                                             0.572
                                                                                                                                                                                                                                                                                                             1.545




                                                                                                                                                                                                                                                                                                                                    10




                                                                                                                                                                                                                                                                                                                                                                                                                    30
                                                                                                                                                                                                                                                                                                             0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                         40


                                                                                                                                                                                                                                                                                                                                                                                                                                                                         43.111
                                                                                                                                                                                                                                                                                                                                                                          20
                                                                                                   60




                                                                                                                                                                    B E N                                                              L E X E N                                                                                                                                 D R I V E
                                                                              50




                                                                              LEGEND
                                                                                                                                                                                               NOTE: REFER SHEET 3001-103 FOR SURVEY
                                                                              PROPOSED WORKS                                                                                                   SETOUT TABLES
                                                                                               PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA
                                                                                               STD DRG RS-080
                                                                                               PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
                                                                                               DRG RS-080




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FOR CONTINUATION REFER ABOVE
                                                                                               PROPOSED CONCRETE INVERT REFER IPWEA STD DRG
                                                                                               RS-080




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           50
                                                                                               PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           V E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           D R I




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               40
                                                                                                                                                                                                                                                          -
                                                                                               ROAD CHAINAGES
                                                                                                                                                                                                        NOOSA COUNCIL
                                                                                   40
                                                                                               PROPOSED AC PAVEMENT                                                                                                                                                                                                                                                                                                                                                                  N




                                                                                                                                                                                                                                                                                                                                                                                                                                                          30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X E
                                                                                                                                                                                                        APPROVED PLAN                                                                                                                                                                                                                                       L E


                                                                                                                                                                                                                                                                                                                                                                           LIM
                                                                                               PROPOSED CONCRETE PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                               IT O
                                                                                               PROPOSED CONCRETE FOOTPATH
                                                                                                                                                                                                      OPW18/0343 8 JUN 2019




                                                                                                                                                                                                                                                                                                                                                                                                                           20
                                                                                                                                                                                                                                                                                                                                                                                   FW
                                                                                                                                                                                                                                                                                                                                                                                                                                N
                                                                                                                                                                                                                                                                                                                                                                                                                       B E

                                                                                                                                                                                                                                                                                                                                                                                     ORK

                                                                                                                                                                                                                                                                                                                                                                                                13.0
                                                                                                                                                                                                                                                                                                                                                                                     S

                                                                                                                                                                                                                                                                                                                                                                                                  56
FILE: 3001-102.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                                         STATUS                                                                 SCALE                                                                                       CLIENT                                                                                                                                     PROJECT                                                          DRAWING TITLE
 FIRST                                                                                         AMENDMENT DETAILS                                                                                                                                                                                                                                                                           Calibre Professional Services (QLD) Pty Ltd
 ISSUE     CB      CB       SD       SP      02.02.18
                                                                                                                                         FOR APPROVAL                                                                                                                                                                                                                                                  Level 3, 16 Innovation Parkway         BLUE CARE SUNRISE BEACH                                                      SURVEY SETOUT
     A     CB      CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                                                                                                           Birtinya QLD Australia 4575
A
M    B                                                                                                                                 NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                   Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                RETIREMENT LIVING &                                                         LAYOUT PLAN
E                                                                                                                                                                                                           0    2.0     4.0    6.0     8.0    10.0           12.0    14.0    16.0
     C
N
D
M    D
                                                                                                                            APPROVED
                                                                                                                                                                                                            SCALE 1:200 (A1)                                  SCALE 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                     AGED CARE
E                                                                                                                           BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                                                  DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT No.           DRAWING No.                    REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                                                                                         ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                      SIGN:                              DATE: 16.04.2019
                                                                                                                                                                                                                                                                                                                                                                 C   calibregroup.com                                                     PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                          DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18-001942             3001-102                         A

Page 4

                                                   CONTROL LINE SETOUT - GRASSTREE COURT
                            PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
                           IP 1  0.000  5075.166 9869.778 31.319 86°36'49.93"
                                 10.000 5085.149 9870.369 30.983 86°36'49.93"
                            TC   11.271 5086.418 9870.444 30.955 86°36'49.93"
                           IP 2 18.816 5095.802 9870.999 30.834                R = -10.000 15.090 86°27'34.50"
                                 20.000 5093.855 9874.464 30.818 36°35'59.75"
                            CT   26.361 5095.827 9880.400 30.729 0°09'15.43"
                                 30.000 5095.837 9884.039 30.678 0°09'15.43"
                                 40.000 5095.864 9894.039 30.579 0°09'15.43"
                                 50.000 5095.891 9904.039 30.505 0°09'15.43"
                            TC   51.299 5095.894 9905.337 30.493 0°09'15.43"
                                 60.000 5095.728 9914.036 30.415 357°39'41.71"
           EXISTING




                                 70.000 5095.071 9924.014 30.338 354°47'48.47"
                           IP 3 73.623 5095.954 9927.754 30.320                R = -200.000 44.648 12°47'26.10"
                                 80.000 5093.915 9933.946 30.289 351°55'55.23"
                                 90.000 5092.265 9943.807 30.244 349°04'01.99"
                            CT   95.946 5091.050 9949.628 30.231 347°21'49.32"
                                100.000 5090.164 9953.584 30.222 347°21'49.32"
                                110.000 5087.976 9963.341 30.200 347°21'49.32"
                           IP 4 114.411 5087.011 9967.646 30.190 347°21'49.32"

                                                  CONTROL LINE SETOUT - BEN LEXEN KERB LIP
                            PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
                           IP 1 13.056 5142.236 9805.535 30.980 336°38'20.41"
                                 20.000 5139.632 9811.971 31.028 339°17'48.04"
                                 30.000 5136.411 9821.436 31.098 343°07'26.58"
                                 40.000 5133.830 9831.096 31.176 346°57'05.13"
                           IP 2 43.371 5130.049 9833.751 31.203                R = 149.700 60.629 23°12'17.92"
                                 50.000 5131.899 9840.906 31.256 350°46'43.67"
                                 60.000 5130.627 9850.822 31.336 354°36'22.22"
                                 70.000 5130.020 9860.802 31.428 358°26'00.76"
                           IP 3 73.685 5129.965 9864.487 31.465
                                 80.000 5129.937 9870.802 31.528 359°44'55.74"
                           IP 4 82.225 5129.928 9873.027 31.550
                                 90.000 5129.919 9880.802 31.589 359°56'05.65"
                                100.000 5129.907 9890.802 31.646 359°56'05.65"
                                110.000 5129.896 9900.802 31.728 359°56'05.65"
                           IP 5 111.741 5129.894 9902.542 31.742 359°56'05.65"

                       CUTBACK LINE SETOUT - BEN LEXEN BUS BAY
                            PT CHAINAGE EASTING NORTHING HEIGHT                                       BEARING
                           IP 1  0.000  5130.432 9907.215 31.825                                     0°24'53.33"
                           IP 2  0.572  5130.436 9907.788 31.831
                           IP 3  1.545  5130.491 9908.759 31.844
                                 5.000  5130.485 9912.214 31.875                                    359°54'20.34"
                                 10.000 5130.477 9917.214 31.910                                    359°54'20.34"
                                 15.000 5130.469 9922.214 31.933                                    359°54'20.34"
                                 20.000 5130.461 9927.214 31.989                                    359°54'20.34"
                                 25.000 5130.453 9932.214 32.016                                    359°54'20.34"
                                 30.000 5130.444 9937.214 32.063                                    359°54'20.34"
                                 35.000 5130.436 9942.214 32.099                                    359°54'20.34"
                                 40.000 5130.428 9947.214 32.135                                    359°54'20.34"
                           IP 4 43.111 5130.423 9950.325 32.164
                           IP 5 44.132 5130.330 9951.342 32.167
                           IP 6 44.683 5130.328 9951.893 32.172                                     359°50'37.99"

                                                            CONTROL LINE SETOUT - FOOTPATH 1
                            PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
                           IP 1  0.000  5094.715 9952.093 30.099 77°43'57.86"
                           IP 2  4.500  5099.113 9953.049 30.362
                                 5.000  5099.214 9952.559 30.367 168°20'03.67"
                            TC   6.869  5099.592 9950.729 30.392 168°20'03.67"
                                 10.000 5100.462 9947.725 30.549 159°21'53.97"
                           IP 3 14.446 5101.202 9942.931 30.771                R = -20.000 15.155 43°24'53.01"
                                 15.000 5102.787 9943.313 30.799 145°02'27.77"
                                 20.000 5106.132 9939.614 31.049 130°43'01.57"
                            CC 22.024 5107.730 9938.374 31.142 124°55'10.65"
                                 25.000 5110.063 9936.529 31.261 131°44'26.88"
                           IP 4 28.662 5113.305 9934.482 31.445                R = 25.000  13.277 30°25'46.60"
                                 30.000 5113.438 9932.851 31.511 143°11'59.85"
                                 35.000 5116.014 9928.575 31.761 154°39'32.81"
                            CC 35.301 5116.141 9928.302 31.776 155°20'57.25"
                           IP 5 38.694 5117.822 9924.638 31.866                R = -5.000  6.785  77°45'09.63"
                                 40.000 5119.688 9925.488 31.899 101°30'14.67"
                            CC 42.086 5121.759 9925.504 31.967 77°35'47.62"
                                 45.000 5124.269 9926.901 32.069 44°12'29.86"
                           IP 6 45.479 5125.696 9926.370 32.086                R = -5.000  6.785  77°45'09.63"
                            CT   48.872 5125.685 9930.401 32.205 359°50'37.99"
                                 50.000 5125.682 9931.530 32.214 359°50'37.99"
                                 55.000 5125.669 9936.530 32.250 359°50'37.99"
                           IP 7 55.290 5125.668 9936.819         359°50'37.99"

                                                            CONTROL LINE SETOUT - FOOTPATH 2
                            PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
                           IP 1  0.000  5109.058 9888.486         0°01'22.54"
                                 5.000  5109.060 9893.486 30.810 0°01'22.54"
                            TC   6.570  5109.060 9895.056 30.883 0°01'22.54"
                                 10.000 5109.355 9898.469 31.041 9°50'54.69"
                           IP 2 10.919 5109.062 9899.475 31.084                R = 20.000  8.697  24°54'57.26"
                                 15.000 5110.814 9903.238 31.272 24°10'20.89"
                            CC 15.268 5110.925 9903.481 31.285 24°56'19.80"
                                 20.000 5112.397 9907.968 31.355 11°22'52.50"
                           IP 3 20.820 5113.329 9908.650 31.368                R = -20.000 11.106 31°48'57.74"
                                 25.000 5112.764 9912.941 31.430 357°03'26.30"
                           IP 4 26.373 5112.646 9914.309 31.451
                           IP 5 29.991 5112.193 9918.066 31.559                R = 10.000  7.235  41°27'16.58"                                                                                                                                                                                                              -

                            CT
                                 30.000 5112.867 9917.909 31.560 13°54'03.37"
                                 33.609 5114.340 9921.182 31.668 34°34'36.04"                                                                                                                                                                                                             NOOSA COUNCIL
                                                                                                                                                                                                                                                                                          APPROVED PLAN
                                 35.000 5115.130 9922.328 31.710 34°34'36.04"
                           IP 6 39.789 5117.848 9926.271         34°34'36.04"

                                                                                                                                                                                                                                                                                        OPW18/0343 8 JUN 2019
FILE: 3001-103.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
          DESIGN DRAWN     CHECK   APPROVED    DATE                                                                 STATUS                                            SCALE   CLIENT                                                                  PROJECT                                               DRAWING TITLE
 FIRST                                                                                   AMENDMENT DETAILS                                                                                              Calibre Professional Services (QLD) Pty Ltd
 ISSUE     CB         CB    SD       SP       02.02.18
                                                                                                                                 FOR APPROVAL                                                                       Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                            SURVEY SETOUT
     A     CB         CB    SP       SP       16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                       Birtinya QLD Australia 4575
A
M    B                                                                                                                         NOT FOR CONSTRUCTION                                                                        Telephone 07 5314 2520
                                                                                                                                                                                                                             Facsimile 07 5314 2522
                                                                                                                                                                                                                                                           RETIREMENT LIVING &                                                 TABLES
E
     C
N
D
M    D
                                                                                                                    APPROVED                                                                                                                                    AGED CARE
E                                                                                                                   BY: SHAUN PILCHER RPEQ 14593                                                                                                      DISCLAIMER
                                                                                                                                                                                                                                                                                                            PROJECT No.         DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                     ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                              SIGN:                          DATE: 16.04.2019
                                                                                                                                                                                       C   calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                      DO NOT SCALE.
                                                                                                                                                                                                                                                                                                            18-001942           3001-103        A


[OCR of page images]
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NOOSA COUNCIL
APPROVED PLAN
OPW18/0343 8 JUN 2019

 

 

 

FILE: 3001-103,4ug DATE: 161.2018, USER: CURTIS BOORMAN
REFS: X-18-001842-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-5001-TREES

DESIGN TORAVIN | CHECK APPROVED] — DATE”
FIRST AMENOMENT DETAILS Calibre Professional Services (QLD) Pty Ltd

tssue [ca [ca | so | sp_[02.02.18 FOR APPROVAL Level3, 16 innovation Parkway | BLUE CARE SUNRISE BEACH SURVEY SETOUT
‘A[ cB | cB | SP | SP | 1604.10] AMENDMENTS PER COUNCIL RFI C
8

NOT FOR CONSTRUCTION Q B lu e Ca re’ Birtinya QLD Australia 4575

Teens] RETIREMENT LIVING & TABLES
il AGED CARE
eee Live life your way. calibre DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
sicn: J fee DATE: ts042019 © calibregroup.com ‘TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, 14 8-001942 3001-103

NOT SCALE,

 

Page 5

                                                                                                                                                                                                                                                                                                                                                                  LEGEND
                                                                                                                                                                                                                                                                                                                                                                  EXISTING FEATURES
                                                                                                                                                                                                                                                                                                                                                                                          EXISTING TREE TO BE RETAINED

                                                                                                                                                                                                                                                                                                                                                                                          EXISTING TREE TO BE REMOVED



                                                                                                                                                                                                                                                                                                                     863
                                                                                                                                                                                                                                                                                                                   RP845926




                                                                                                                                                                                                                                                                           D R I V E
                                                                                                                                                                                                                                                                                                                     862
                                                                                                                                                                                                                                                                                                                   RP845926




                                                                                                                6
                                                                                                             RP901384                                                                                                                                                                                                861
                                                                                                                                                                                                   8                                                                                                               RP845926
                                                                                                                                                                                                RP901384




                                                                                                                                                                                                                                                                            L E X E N
                                                                                                                                                                                                                                                                                                                     860
                                                                                                                                                                                                                                                                                                                   RP845926




                                                                                                                                                                                                                                              C O U R T
                                                                                                                                                                                                                                                                                                                     859
                                                                                                                                                                                                                                                                                                                   RP845926


                                       5                                                                                                                                                                                                                  ROAD 1
                                    RP890947

                                                                                                                                                                                                                                                                                                                     858
                                                                                                                                                                                                                                                                                                                   RP845926


                                                                                                                                                                         E E
                                                                                                                                                    S            S T R
                                                                                                                                              G R A
                                                                                                                                                                                                                                                                                                                        857
                                                                                                                                                                                                                                                                                                                      RP845926




                                                                                                                                                                                                                                                                                                                        738




                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                     MCH805762




                                                                                                                                                                                                                                                                                   B E
                                                                                                                                                                                                                                                                                                                            739
                                                                                                                                                                                                                                                                                                                         MCH805762




                                                                                                                                                     9
                                                                                                                                                  SP252905




                                                                                                                                                                                                                                                                                                                                                                                                               -

                                                                                                                                                                                                                                                                                                                                                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                             OPW18/0343 8 JUN 2019
FILE: 3001-108.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                            STATUS                                                SCALE                                                           CLIENT                                                                                              PROJECT                                               DRAWING TITLE
 FIRST                                                                                   AMENDMENT DETAILS                                                                                                                                                                                 Calibre Professional Services (QLD) Pty Ltd
 ISSUE     CB      NV       SD       SP
                                                                                                                            FOR APPROVAL                                                                                                                                                               Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                      TREE RETENTION PLAN
     A     CB      CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                           Birtinya QLD Australia 4575
A
M
E
     B                                                                                                                    NOT FOR CONSTRUCTION                               0     5     10      15   20   25     30     35     40
                                                                                                                                                                                                                                                                                                              Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                              RETIREMENT LIVING &
     C
N
D
M    D
                                                                                                               APPROVED                                                      SCALE 1:500 (A1)                   SCALE 1:1000 (A3)                                                                                                                  AGED CARE
E                                                                                                              BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                              DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                               PROJECT No.         DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                                        ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                         SIGN:                          DATE: 16.04.2019
                                                                                                                                                                                                                                                                   C   calibregroup.com                                                  PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                         DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                               18-001942           3001-108        A

Page 6

                                                                                                                                                                                                                                                                                                                                                                                                                               -
            LEGEND
           EXISTING FEATURES
                                                                                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL
                                             EXISTING CONTOURS                                             (0.10m INTERVALS)                                   DEMOLISH EXISTING AC PAVEMENT                                                                                                                                                                                                 APPROVED PLAN
                                             EXISTING ROAD CENTRELINE
                                             EXISTING KERB AND CHANNEL
                                                                                                                                                               DEMOLISH EXISTING CONCRETE PAVEMENT
                                                                                                                                                               DEMOLISH EXISTING CONCRETE PATHWAY
                                                                                                                                                                                                                                                                                                                                                                                           OPW18/0343 8 JUN 2019
                                             EXISTING KERB                                                                                                     DEMOLISH EXISTING KERB OR KERB AND CHANNEL
                                             EXISTING CONCRETE CHANNEL                                                                                         OR CONCRETE INVERT
                                             EXISTING SEWERMAIN                                                                                                PROPOSED CUTBACK LINE IN ACCORDANCE WITH IPWEA
                                                                                                                                                               STD DRG RS-170
                                             EXISTING SEWER RISING MAIN
                                             EXISTING TELECOMMUNICATION
                                             EXISTING UNDERGROUND ELECTRICAL
                                             EXISTING WATERMAIN
                                             EXISTING STORMWATER

                                                                                                                                                                                                                                                                                                                                                                                                                               FOR CONTINUATION REFER 3001-110

                                                                                                                                                                                                                                                                    RETAIN EXISTING BENCH SEAT                                                            8
                                                                                                                                                                                                                                                                    AND CONCRETE SLAB                                                                  RP901384
                                                                                                                                                     REMOVE EXISTING
                                                                                                                                                                                                                                                                    RETAIN EXISTING        RETAIN EXISTING NO
                                                                                                                                                     STREET SIGN
                                                                                                                                                                                                                                                                    PAY PHONE              STANDING SIGN




                                                                                                              REMOVE EXISTING NO STANDING
                                                                                                              SIGN. REUSE IF POSSIBLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                           LIMIT
                                                                                                                                                                                                                                                                    EXISTING LIGHT POLE, REFER




                                                                                                                                                                                                                                                                                                                                                                                                                                                             OF WO
                                                                DEMOLISH EXISTING CONCRETE                                                                                                                                                                          ELECTRICAL DRAWINGS
                                                                FOOTPATH AND RELOCATE AS
                                                                DETAILED ON SHEET 3001-111




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RKS
                                                                                                                                                                                                                                                                                                                                                                                                                             R T
                                                                                                                                                                                                                                                                                                                                                                                                        C O U
                                                                                                                                                                                                                                                                       G R A S S T R E E
                    9
                 SP252905


                                                                                                                                                                                  RELOCATE EXISTING "CHURCH
                 EXISTING SAND TRACK                                                                                                                                              AND COMMUNITY CENTRE" SIGN
                                                                                                                                                                                  OUT OF FOOTPATH


                                                                                                                                                                                                                                                                                                               RETAIN EXISTING
                                                                                                                                                                                                                                                                                                               STORMWATER

                                                                                                                                                                       EXISTING STORMWATER TO BE                                                                                               EXISTING ELECTRICAL CUPBOARD TO BE RETAINED
                                                                                                                                                                       REMOVED AFTER DIVERSION,
                                                                                                                                                                       REFER SHEET 3001-121
                                                                                                                                                                                                                                                                     EXISTING ELECTRICAL AND COMMUNICATIONS
                                                                                                                                                                                                                                                                     CONDUITS TO BE LOWERED.
                                                                                                                                                                                                                                                                     REFER ELECTRICAL DRAWINGS FOR DETAILS

                                                                                                                                                                                                                                                                               EXISTING GULLY PIT TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                      LIMIT OF WORKS
                                                                                                                                                                                                                                                                               CONVERTED TO 900x600mm
                                                                                                                               RETAIN EXISTING                      DEMOLISH EXISTING                                                                                          TRAFFICABLE VEE-GRATE                                                      DEMOLISH EXISTING CONCRETE
                                                                                                                               SPEED SIGN                           HARDSTAND                                                                                                                                                                             HARDSTAND ONCE NEW BUS STOP
                                                                                                                                                                                                                                                                                                                                                          HAS BEEN COMMISSIONED
                                                                                                                                                                                                           EXISTING UNDERGROND ELECTRICAL TO BE
                                                                                                                                                                                                           LOCATED AND RELOCATED AS REQUIRED.
                                                                                                                                                                                                           SUBJECT TO FUTURE ELECTRICAL APPROVAL




                                                                                                                                                                                                                                        L E X E N                                                                                                                             D R I V E

                                                                                                                           B E N
      LIM
         IT O
           FW
             ORK
                S




FILE: 3001-109.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                                            STATUS                                                   SCALE                                                              CLIENT                                                                                      PROJECT                                               DRAWING TITLE
 FIRST                                                                                   AMENDMENT DETAILS                                                                                                                                                                                               Calibre Professional Services (QLD) Pty Ltd
 ISSUE      CB     CB       SD       SP      02.02.18
                                                                                                                                             FOR APPROVAL                                                                                                                                                            Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                       EXISTING FEATURES
     A      CB     CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                         Birtinya QLD Australia 4575
A
M    B                                                                                                                                     NOT FOR CONSTRUCTION                                 0    2.0    4.0    6.0   8.0   10.0   12.0   14.0   16.0
                                                                                                                                                                                                                                                                                                                            Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                              Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                            RETIREMENT LIVING &                                        AND DEMOLITION PLAN
E
N
D
     C
     D
                                                                                                                               APPROVED                                                         SCALE 1:200 (A1)                      SCALE 1:400 (A3)                                                                                                           AGED CARE                                                  SHEET 1 of 2
M
E                                                                                                                               BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                           DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                             PROJECT No.                    DRAWING No.     REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                      ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                          SIGN:                          DATE: 16.04.2019
                                                                                                                                                                                                                                                                                       C    calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                       DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                             18-001942                      3001-109          A

Page 7

                                                                                                                                                                                                                                                                                                                                                                                                                                            -
           LEGEND
           EXISTING FEATURES
                                                                                                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL
                                             EXISTING CONTOURS                                             (0.10m INTERVALS)                                                                                                                                                                                                                                                                                 APPROVED PLAN
                                             EXISTING ROAD CENTRELINE
                                             EXISTING KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                           OPW18/0343 8 JUN 2019
                                             EXISTING SEWERMAIN
                                             EXISTING SEWER RISING MAIN
                                             EXISTING TELECOMMUNICATION
                                             EXISTING UNDERGROUND ELECTRICAL
                                             EXISTING WATERMAIN
                                             EXISTING STORMWATER
                                             DEMOLISH EXISTING CONCRETE PATHWAY




                                                                                                                                                6                                                                                                                                                                                                      8
                                                                                                                                             RP901384                                                                                                                                                                                               RP901384




                                                                                                                                                                                                                                                                  RETAIN EXISTING                 EXISTING LIGHT POLE, REFER
                                                                                                                                                                                                                                                                  PAD MOUNT                       ELECTRICAL DRAWINGS
                                                                                                                                                                                                                                                                  TRANSFORMER




                    RETAIN EXISTING                                MAINTAIN EXISTING                            EXISTING LIGHT POLE,
                    DRIVEWAY ACCESS                                STORMWATER PIT                               REFER ELECTRICAL
                                                                                                                DRAWINGS                                                                                                                                                                                                                      R T
                                                                                                                                                                                                                                                                                                                         C O U




                                                                                                                                                                          E E
                                                                                                                                          S                S T R
                                                                                                                                    G R A




                                                                                                                                                                                                                                                                            EXISTING SAND TRACK                                                                                                                                     EXISTING FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                                                                                    TO BE REMOVED



                                                                                         RETAIN EXISTING
                                                                                         MAINTENANCE ACCESS GATE                                                                                                                                                   9
                                                                                                                                                                                                                                                                SP252905




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FOR CONTINUATION REFER 3001-109
                                                  RETAIN EXISTING NO
                                                  STOPPING SIGNS




FILE: 3001-110.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                                               STATUS                                            SCALE                                                              CLIENT                                                                                                         PROJECT                                               DRAWING TITLE
 FIRST                                                                                   AMENDMENT DETAILS                                                                                                                                                                                                              Calibre Professional Services (QLD) Pty Ltd
 ISSUE     CB      CB       SD       SP      02.02.18
                                                                                                                                               FOR APPROVAL                                                                                                                                                                         Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                       EXISTING FEATURES
     A     CB      CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                                        Birtinya QLD Australia 4575
A
M    B                                                                                                                                        NOT FOR CONSTRUCTION                          0    2.0    4.0    6.0   8.0   10.0   12.0   14.0   16.0
                                                                                                                                                                                                                                                                                                                                           Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                             Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                           RETIREMENT LIVING &                                        AND DEMOLITION PLAN
E
N
D
     C
     D
                                                                                                                                  APPROVED                                                  SCALE 1:200 (A1)                      SCALE 1:400 (A3)                                                                                                                              AGED CARE                                                  SHEET 2 of 2
M
E                                                                                                                                 BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                        DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                            PROJECT No.           DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                     ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                            SIGN:                          DATE: 16.04.2019
                                                                                                                                                                                                                                                                                                       C   calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                      DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                            18-001942             3001-110        A

Page 8

            LEGEND                                                                                                                                    PROPOSED WORKS
                                                                                                                                                                                                                                                                                                                                             PRELIMINARY PAVEMENT DESIGNS
           EXISTING FEATURES                                                                                                                                                   DESIGN CONTOURS
                                             EXISTING ROAD CENTRELINE                                                                                                          PROPOSED ROAD CENTRELINE                                                                                   ROAD                        TRAFFIC     SURFACING     PRIMER SEAL           BASE (mm)           SUB BASE (mm) LOWER SUB BASE                   TOTAL BOX                        STREET CLASSIFICATION
                                                                                                                                                                                                                                                                                                                       ESA's         (mm)           (mm)               (CBR 80)              (CBR 45)     (mm) (CBR 15)                    (mm)
                                             EXISTING KERB AND CHANNEL                                                                                                         PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA
                                                                                                                                                                               STD DRG RS-080                                                                                                                                                                         (TYPE 2.1)            (TYPE 2.3)      (TYPE 2.5)
                                             EXISTING KERB
                                                                                                                                                                               PROPOSED KERB AND CHANNEL TYPE M1 REFER IPWEA                                                             ROAD 1                        2 x 10 5         30            10                   110                      125                  100                  365                             LOCAL URBAN
                                             EXISTING CONCRETE CHANNEL                                                                                                         DRG RS-080
                                                                                                                                                                                                                                                                                     GRASSTREE COURT                   2 x 10 5         30            10                   110                      125                  100                  365                             LOCAL URBAN
                                             EXISTING SEWERMAIN                                                                                                                PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
                                                                                                                                                                                                                                                                                     BEN LEXEN DRIVE                   5 x 10 5         45            10                   125                      100                  135                  405                COLLECTOR URBAN RESIDENTIAL
                                             EXISTING SEWER RISING MAIN                                                                                                        DRG RS-080
                                             EXISTING TELECOMMUNICATION                                                                                                        PROPOSED CONCRETE INVERT REFER IPWEA STD DRG RS-080
                                             EXISTING UNDERGROUND ELECTRICAL                                                                                                   PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170                                                           NOTE:
                                             EXISTING WATERMAIN                                                                                                                PROPOSED AC PAVEMENT                                                                                      1.        PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON AN ASSUMED SUBGRADE CBR 5. ACTUAL PAVEMENT DESIGNS WILL BE BASED
                                             EXISTING STORMWATER                                                                                                               PROPOSED CONCRETE PAVEMENT                                                                                          ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
                                                                                                                                                                               PROPOSED CONCRETE FOOTPATH                                                                                2.        WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL
                                                                                                                                                                                                                                                                                                   SHALL EXTEND UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
                                                                                                                                                                               PROPOSED STABLISED AREA
                                                                                                                                                                                                                                                                                         3.        BOXING DEPTH SHOWN ON CROSS SECTIONS IS INDICATIVE ONLY. REFER TO PAVEMENT DESIGN TABLE FOR ALL CONSTRUCTION DEPTHS.
                                                                                                                                                                               PROPOSED STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FOR CONTINUATION REFER 3001-112

                                                                                                                                                                                                                                                                                                                                                                                                       8




                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                    RP901384
                                                                                                                                                                                                                                                                                                       EXTENT OF EXISTING PAVEMENT TO BE RECONSTRUCTED
                                                                                                                                                                                                                                                                                                       TO BE CONFIRMED ONSITE WITH COUNCIL
                                                                       -                                                                                              PROPOSED KERB RAMP IN




                                                                                                                                                                                                                          W
                         NOOSA COUNCIL                                                                                                                                ACCORDANCE WITH NSC
                                                                                                                                                                      STD DRG SD:9006E

                         APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED KERB RAMP IN
                                                                                                                                                                                                                                                                                                                                                                                                                                              ACCORDANCE WITH NSC




                                                                                                                                                                                                                              W
                      OPW18/0343 8 JUN 2019
                                                                                                                                                                                                                                                                                                                                                                                                                                              STD DRG SD:9006E


                      As Annotated by Council
                                                                                                                                                                                                                                                                                                                         PROPOSED PEDESTRIAN CROSSING. REFER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LIMIT
                                                                                                                                                                                                                                                                                                                         SIGNAGE AND LINEMARKING PLAN FOR DETAILS




                                                                                                                                                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OF WO
                                                                                                                                                                     PROPOSED 2.0m WIDE CONCRETE
                                                                                                                                                                     FOOTPATH IN ACCORDANCE WITH                                                                                                       -

                                                                                                                                                                                                                                                                           Drainage pits refer to




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RKS
                                                                                                                                                                     IPWEA STD DRG RS-065
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          R T




                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                                                                                                                                                                                     C O U
                                                                                                                                                                                                                                                                           conditions of approval
                                                                                                                                                                                                                                                                                             G R A S S T R E E
                    9




                                                                                                                                                                                                                                  W
                 SP252905




                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED 2.0m WIDE CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                     FOOTPATH IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                     IPWEA STD DRG RS-065
                                                                                                                                                                            ALL DISTURBED AREAS TO BE




                                                                                                                                                                                                                                   W
                                                                                                                                                                            TURFED AS INTERIM MEASURE.
                                                                                                                                                                            FINAL LANDSCAPE SUBJECT TO
                                                                                                                                                                            FUTURE LANDSCAPE APPROVAL


                                                                                                                                                                                                                                   W




                                                                                                                                                                                                                                                                                              ROAD 1
                                                                                                                                                                                                                                                                                                                         PROPOSED KERB RAMP IN
                                                                                                                                                                                                                                                                                                                         ACCORDANCE WITH NSC
                                                                                                                                                                                                                                                                                                                         STD DRG SD:9006E
                                                                                                                                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                 RELOCATED J-POLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LIMIT OF WORKS
                                                                                                                                                                                                                                   W




                                              PROPOSED 2.0m WIDE CONCRETE
                                              FOOTPATH IN ACCORDANCE WITH
                                              IPWEA STD DRG RS-065
                                                                                                                                                                                                                                   W




                                       JOIN NEATLY TO EXISTING PATH
                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                   W




                                                                                                                                                                                                                                                        L E X E N                                                                                                                                                          D R I V E

                                                                                                                                         B E N
                                                                                                                                                                                                                                   W




                                                                                                                                                                                    PROPOSED WATERMAIN                                                                                                                                                                                                           NEW BUS STOP TO BE CONSTRUCTED AND
                                                                                                                                                                                    UPGRADE SUBJECT TO                                                                                                     EXISTING TREES IDENTIFIED FOR REMOVAL TYP.                                                            OPERATIONAL PRIOR TO CLOSURE OF
      LIM




                                                                                                                                                                                                                                   W




                                                                                                PAVEMENT TO BE REPROFILED                                                           UNITY WATER APPROVAL                                                                                                                                                                                                         EXISTING BUS STOP IN ACCORDANCE WITH
         IT O




                                                                                                TO SUIT NEW KERB AND CHANNEL                                                                                                                                                                                                                                                                                     TRANSLINKS REQUIREMENTS. EXISTING BUS
           FW




                                                                                                                                                                                                                                                                                                                                                                                                                 STOP TO BE OPERATIONAL AT ALL TIMES
             ORK
                S




FILE: 3001-111.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS, X-18-001942-3002-BASE
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                                                          STATUS                                                 SCALE                                                                   CLIENT                                                                                                                  PROJECT                                               DRAWING TITLE
 FIRST                                                                                   AMENDMENT DETAILS                                                                                                                                                                                                                                            Calibre Professional Services (QLD) Pty Ltd
 ISSUE      CB     CB       SD       SP      02.02.18
                                                                                                                                                          FOR APPROVAL                                                                                                                                                                                            Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                          ROADWORKS LAYOUT
     A      CB     CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                                                                      Birtinya QLD Australia 4575
A
M    B                                                                                                                                                  NOT FOR CONSTRUCTION                                0    2.0    4.0        6.0   8.0   10.0   12.0   14.0   16.0
                                                                                                                                                                                                                                                                                                                                                                         Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                           Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                         RETIREMENT LIVING &                                                  PLAN
E
N
D
     C
     D
                                                                                                                                             APPROVED                                                       SCALE 1:200 (A1)                          SCALE 1:400 (A3)                                                                                                                                        AGED CARE                                                    SHEET 1 of 2
M
E                                                                                                                                            BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                           DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROJECT No.                        DRAWING No.             REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                                                   ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                                       SIGN:                            DATE: 16.04.2019
                                                                                                                                                                                                                                                                                                                                    C    calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                    DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                          18-001942                         3001-111                   A

Page 9

                                                                                                                                                                                                                                                                                               ROADWORKS NOTES
           LEGEND
           EXISTING FEATURES                                                                                                   PROPOSED WORKS                                                                                                                                                  1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.
                                                                                                                                                                                                                                                                                               2. CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN SERVICES PRESENT ON-SITE. ANY
                                             EXISTING ROAD CENTRELINE                                                                                DESIGN CONTOURS                                                                                                                               ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY.
                                             EXISTING KERB AND CHANNEL                                                                               PROPOSED CONCRETE FOOTPATH                                                            IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO       3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF DEMOLISHING ANY EXISTING STRUCTURES
                                             EXISTING SEWERMAIN                                                                                      PROPOSED TOP OF BANK                                                                  CONDUCT THEIR OWN INVESTIGATIONS AND VERIFY             WITHIN THE SITE AREAS.
                                                                                                                                                                                                                                           THE LOCATION AND LEVEL OF ALL EXISTING              4. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, THE ACTUAL LIMITS SHALL BE
                                             EXISTING SEWER RISING MAIN                                                                              PROPOSED BOTTOM OF BANK                                                               SERVICES PRIOR TO START OF CONSTRUCTION.                DETERMINED ON-SITE BY THE SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE
                                             EXISTING TELECOMMUNICATION                                                                              PROPOSED STABLISED AREA                                                                                                                       ADJUSTED BY WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED DRAWINGS HAVE BEEN
                                             EXISTING UNDERGROUND ELECTRICAL                                                                                                                                                                ALL SERVICES SHOWN OUTSIDE OF THIS STAGE               APPROVED BY COUNCIL / EDQ
                                                                                                                                                                                                                                            ARE INDICATIVE. CONTRACTOR TO CONFIRM              5. ALL ALLOTMENT FILL IS TO BE COMPACTED TO THE REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH CURRENT SCC/EDQ.
                                             EXISTING WATERMAIN
                                                                                                                                                                                                                                            LOCATIONS PRIOR TO CONSTRUCTION.                       SPECIFICATIONS.
                                             EXISTING STORMWATER                                                                                                                                                                                                                               6. MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO BE IN ACCORDANCE WITH IPWEA STD DRG RS-170.
                                                                                                                                                                                                                                                                                               7. SUBGRADE TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION
                                                                                                                                                                                                                                                                                                   TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS AS REQUESTED BY THE SUPERINTENDENT.THE CONTRACTOR SHALL
                                                                                                                                                                                                                                                                                                   ALLOW ADEQUATE TIME FOR COUNCIL/EDQ APPROVAL OF PAVEMENT DESIGN.
                                                                                                                                                                                                                                                                                               8. LEVELS FOR KERB AND CHANNELLING/EDGE OF PAVEMENT CONSTRUCTION ARE AT EQUAL INTERVALS AT LIP OF CHANNEL UNLESS
                                                                                                                                                                                                                                                                                                   SHOWN OTHERWISE.
                                                                                                                                                                                                                                                                                               9. SIDE DRAINS TO BE CONSTRUCTED UNDER ALL KERBS AND ALL KERB AND CHANNEL AS PER SCC STANDARDS. REFER TO SCC STD
                                                                                                                                                                                                                                                                                                   DRG RS-140 FOR DETAILS.
                                                                                                                                                                                                                                                                                               10. CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO SCC STD DRG RS-065
                                                                                                                                                                                                                                                                                                   FOR CONSTRUCTION DETAILS




                                                                                                                                    6                                                                                                                                                                                                      8
                                                                                                                                 RP901384                                                                                                                                                                                               RP901384
                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED KERB RAMP
                                                                                                                                                                                                                                                                                                                                                                                                      IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                     PROPOSED 2.0m WIDE CONCRETE                                                                      NSC STD DRG SD:9006E
                                                                                                                                                                                                                                                                                                     FOOTPATH IN ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                  2.224
                                                                                                                                                                                                                                                                                                     IPWEA STD DRG RS-065




                                                                                                                                                                                                                                                                                                                                                                                                    2.000
                            MATCH NEATLY TO
                            EXISTING DRIVEWAY                                                                                                             B




                                                                                                                                                                                                                                                                                                                                                                                                      1.474
                                                                                                                                                         114

                                                                                                                                                                                                                                                                                                                                  R T
                                                                                                                                                                                                                                                                                                             C O U




                                                                                                                                                               E E
                                                                                                                              S                S T R
                                                                                                                        G R A
                                                                                                                                                                                                                                                                                                                                                                                                                 ALL DISTURBED AREAS TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                 LANDSCAPED. SUBJECT TO FUTURE
                                                                                                                                                                                                                                                                                                                                        REFER LINEMARKING AND SIGNAGE                                            LANDSCAPE APPLICATION
                                                                                                                                                                                                                                                                  PROPOSED KERB RAMP                                                    PLAN FOR DETAILS TYP.
                                                 C                                                                                                                                                                                                                IN ACCORDANCE WITH
                                                114                                                                                                                                                                                                               NSC STD DRG SD:9006E




                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                       SP252905




                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR CONTINUATION REFER 3001-111
                     MATCH NEATLY TO                                    ROAD RESERVE WIDENING
                     EXISTING DRIVEWAY

                                                                                                                                                                                                                                                                                                                                                                                                                              -

                                                                                                                                                                                                                                                                                                                                                                                         NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                       OPW18/0343 8 JUN 2019
FILE: 3001-112.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES, X-18-001942-3000-CONTS
          DESIGN DRAWN    CHECK   APPROVED     DATE                                                                   STATUS                                            SCALE                                                                 CLIENT                                                                                                      PROJECT                                               DRAWING TITLE
 FIRST                                                                                   AMENDMENT DETAILS                                                                                                                                                                                                  Calibre Professional Services (QLD) Pty Ltd
 ISSUE     CB      CB       SD       SP      02.02.18
                                                                                                                                   FOR APPROVAL                                                                                                                                                                         Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                          ROADWORKS LAYOUT
     A     CB      CB       SP       SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                            Birtinya QLD Australia 4575
A
M    B                                                                                                                            NOT FOR CONSTRUCTION                          0    2.0    4.0    6.0   8.0   10.0   12.0   14.0   16.0
                                                                                                                                                                                                                                                                                                                               Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                 Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                               RETIREMENT LIVING &                                                  PLAN
E
N
D
     C
     D
                                                                                                                      APPROVED                                                  SCALE 1:200 (A1)                      SCALE 1:400 (A3)                                                                                                                              AGED CARE                                                    SHEET 2 of 2
M
E                                                                                                                     BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                        DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                PROJECT No.         DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                         ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                SIGN:                          DATE: 16.04.2019
                                                                                                                                                                                                                                                                                           C   calibregroup.com                                           PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                          DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                18-001942           3001-112        A

Page 10

                                         SETOUT TABLE                                                                12              5098.428                9927.948          30.169
                                                                                                                                                                                                                                                                                                                                                                                                        -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LEGEND
                                                                                                                     13              5099.619                9905.398          30.396
                                                                                                                                                                                                                                                                                                                                                  NOOSA COUNCIL
         SETOUT NO.                     EASTING                   NORTHING              LEVEL                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED WORKS
                   01                   5079.522                  9866.310              31.063                       14              5099.576                9898.480          30.444

                                                                                                                                                                                                                                                                                                                                                  APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED ROAD CENTRELINE
                  02                    5080.518                  9866.410              31.030                       15              5109.871                9888.153          30.579                                                                                                                                                                                                                                                                                                                                                                       PROPOSED KERB AND CHANNEL TYPE B1 REFER IPWEA

                                                                                                                                                                                                                                                                                                                                                OPW18/0343 8 JUN 2019
                  03                    5087.942                  9866.787              30.836                       16              5119.597                9888.149          31.240                                                                                                                                                                                                                                                                                                                                                                       STD DRG RS-080
                  04                    5098.745                  9874.615              30.654                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED KERB AND CHANNEL TYPE M1 REFER IPWEA
                                                                                                                     17              5127.333                9891.648          31.741
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRG RS-080
                  05                    5108.350                  9881.228              30.510
                                                                                                                     18              5128.010                9893.042          31.713                                                                                                                                                                                                                                                                                                                                                                       PROPOSED BARRIER KERB TYPE B2 REFER IPWEA STD
                  06                    5119.640                  9881.224              30.244                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRG RS-080
                                                                                                                     19              5129.839                9902.553          31.742
                  07                    5129.331                  9874.352              31.570                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED CONCRETE INVERT REFER IPWEA STD DRG
                                                                                                                     20              5129.593                9907.822          31.770                                                                                                                                                                                                                                                                                                                                                                       RS-080
                  08                    5129.886                  9870.991              31.530
                  09                    5131.606                  9842.620              31.270                        21             5127.610                9921.334          31.941                                                                                                                                                                                                                                                                                                                                                                       PROPOSED SAWCUT LINE REFER IPWEA STD DRG RS-170
                  10                    5142.213                  9805.525              30.980                       22              5127.556                9941.334          32.095                                                                                                                                                                                                                                                                                                                                                                       PROPOSED AC PAVEMENT

                   11                   5098.357                  9928.944              30.164                       23              5129.521                9951.292          32.104                                                                                                                                                                                                                                                                                                                                                                       PROPOSED CONCRETE PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                 0.000


                                                                                                                                                                                                                                  4.000             4.000

                                                                                                                                                                                                                      01
                                                                                                                                                                                                                      02




                                                                                                                                                                                                                                                                                                        CT 26.361




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CT 95.9



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    100
                                                                                                                                                                                                                                                                                         10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LIMIT
                                                                                                                                                                                                                                                                                           TC 11.271




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      90
                                                                                                                                                                                                                                                                                                                                                                                                                             TC 51.299




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OF WO
                                                                                                                                                                                                                                                                                               20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               80
                                                                                                                                                                                                                        03




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             70
                                                                                                                                                                                                                                                                                                                                30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         60
                                                                                                                                                                                                                                                                                                                                                                               40




                                                                                                                                                                                                                                                                                                                                                                                                                             50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TC 6.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                10
                                                                                                                                                                                                                                                                                    54
                                                                                                                                                                                                                                                                                                                                                              39.203




                                                                                                                                                                                                                                                                                                                                                                                               30.427
                                                                                                                                                                                                                                                                               30.6




                                                                                                                                                                                                                                                                                                                                                                                   30.4
                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                                                                                                           .61




                                                                                                                                                                                                                                                                                                                                                                    30



                                                                                                                                                                                                                                                                                                                                                                                     37
                                                                                                                                                                                                                                                                                         30


                                                                                                                                                                                                                                                                                                        66




                                                                                                                                                                                                                                                                                                                                                                        .43
                                                                                                                                                                                                                                                                                                    .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11




                                                                                                                                                                                                                                                                                                 30




                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  12




                                                                                                                                                                                                                                                                                                                                                  30
                                                                                                                                                                                                                                                                        04                                                9
                                                                                                                                                                                                                                                                                                                       .49




                                                                                                                                                                                                                                                                                                                                                     .4
                                                                                                                                                                                                                                                                                                                                                                                                   14                             13
                                                                                                                                                                                                                                                                                                                    30




                                                                                                                                                                                                                                                                                                                                                          14
                                                                                                                                                                                                                                                                                                                                        30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .02                        20
                                                                                                                                                                                                                                                                                                                              451           .41
                                                                                                                                                                                                                                                                                                                       30.                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           22           P
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CT
                                                                                                                                                                                                                                                                                                                                                              30
                                                                                                                                                                                                                                                                                                                         30.45340.4
                                                                                                                                                                                                                                                                                                                                   70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  01
                                                                                                                                                                                                                                                                                                    05                      30.510




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5.3



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            30
                                                                                                                                                                                                                                                                                                                                   30.579




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    P3     CT
                                                                                                                                                                                                                                                                                                                                                          15




                                                                                                                                                                                                                                                                                                                                       ROAD 1
                                                                                                                                                                                                                                                                                                                                                  0.000




                                                                                                                                                                                                                                                                                                                                                                                   TC 6.570

                                                                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                                                                                                                                              20




                                                                                                                                                                                                                                                                                                                                                                                                             CTP
                                                                                                                                                                                                                                                                                                                                                                                                        15.2




                                                                                                                                                                                                                                                                                                                                                                                                                                         20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              26.373
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CT
                                                                                                                                                                                                                                                                                                                                                                                                            68




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LIMIT OF WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         33
                                                                                                                                                                                                                                                                                                        06             31.244 31.240                         16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    39
                                                                                                                                                                                                                                                                                                                       31.4                                                                                                                                                                   CTP 42
                                                                                                                                                                                                                                                                                                                               22 31.468




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .78
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         86          .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  32.069
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        32.043
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.992




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             32.095
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  31.966
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           31.940




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  32.017
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                31.910




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            32.104
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                31.879
                                                                                                                                                                                                                                                                                                                                                              10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                31.849




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           32.113
                                                                                                                                                                                                                                                                                                                31
                                                                                                                                                                                                                                                            31.5




                                                                                                                                                                                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                                                                       31.818
                                                                                                                                                                                                                                                                                                                      .53                     .63                        17




                                                                                                                                                                                                                                                                                                                                                                                                                                          31.770
                                                                                                                                                                                                                                                                                                                         2                 31                                 18                                                                                                                          21                                                                                                                          22
                                                                                                                                                                                                                                                              6  2




                                                                                                                                                                                                                                                                        07                         31




                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                     .5                                                                                                             19




                                                                                                                                                                                                                                                                                                                                                          73
                                                                                                                                                                                                                                              08                                                       74                                                                                                                                20                                                                                                                                                                                                                                                           23




                                                                                                                                                                                                                                                                                                                                                       .
                                                                                                                                                                                                                                                                                                                                                    31



                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                     31




                                                                                                                                                        09




                                                                                                                                                                                                                                                                                                                                                                        .71
                                                                                                                                                                                                                                                                                         .57




                                                                                                                                                                                                                                                                                                                                                                                     31.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      55.290
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CT 48.872
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             50
                                                                                                                                                                                                                                                                                                                                                                    31




                                                                                                                                                                                                                                                                                                                                                                                              31.669
                                                                                                                                                                                                                                                   31.506


                                                                                                                                                                                                                                                                     31.554




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           32.129
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      32.102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      32.063
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               32.025
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            31.987
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                31.948
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    31.910
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              31.871
                                                                                                                                                                                                                                                                                                                                                                                                                                                                31.833
                                                                                                                                                                                                                                                                                                                                                                                                                   31.742




                                                                                                                                                                                                                                                                                                                                                                                                                                              31.795
                                                                                                                                                                                                                                                                                                                                                                              31.671




                                                                                                                                                                                                                                                                                                                                                                                               31.712
                                                                                                                                                                                                                                                                                                                                                    31.631
                                                                                                                                                                                                                                                                                          31.579




                                                                                                                                                                                                                                                                                                                              31.604
                                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                90
                                                                                                                                          31.241




                                                                                                                                                                                                                                                                                                                                                              0.000
                                                                                                                           31.20




                                                                                                                                                                                                                                                                                                                                                                                                             110
                                                                                                                                                                                                                                                                                                                                                                                                                   111.741
                                                                                                                                                                                                                                                                                                                                                                  100
                                                                                                                                                                                                                                                                                                           90
                                                                                                                                                                                                                                                               82.225
                                                                                                                                                                                                                                              80
                                                                                                                                                                                                                      73.685
                                                                                                                                                                                                       70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      44.683
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      44.132
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                                                                                                                                                                                                                                                                                         1.545
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     40


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      43.111
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20
                                                                                                                                                                                    60
                                                                                                             31.16




                                                                                                                                 1




                                                                                                                                                   50
                                                                                              31.1




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                                                                         31.0




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FILE: 3001-113.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
          DESIGN DRAWN       CHECK    APPROVED    DATE                                                                               STATUS                                                SCALE                                                                                          CLIENT                                                                                                                                                                                             PROJECT                                                                                             DRAWING TITLE
 FIRST                                                                                   AMENDMENT DETAILS                                                                                                                                                                                                                                                                                                                         Calibre Professional Services (QLD) Pty Ltd
 ISSUE      CB      CB           SD     SP       02.02.18
                                                                                                                                                    FOR APPROVAL                                                                                                                                                                                                                                                                               Level 3, 16 Innovation Parkway                      BLUE CARE SUNRISE BEACH                                                                                                 ROADWORKS SETOUT
     A      CB      CB           SP     SP       16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                                                                                                                                               Birtinya QLD Australia 4575
A
M    B                                                                                                                                             NOT FOR CONSTRUCTION                            0    2.0    4.0         6.0   8.0   10.0    12.0            14.0           16.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                      Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                                        Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RETIREMENT LIVING &                                                                                                        PLAN
E
     C
N
D
M    D
                                                                                                                                     APPROVED                                                      SCALE 1:200 (A1)                            SCALE 1:400 (A3)                                                                                                                                                                                                                                           AGED CARE
E                                                                                                                                     BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                                                                                           DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROJECT No.                                                 DRAWING No.                                          REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                                SIGN:                             DATE: 16.04.2019
                                                                                                                                                                                                                                                                                                                                                                                                   C        calibregroup.com                                                                 PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 18-001942                                                  3001-113                                                A

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