3001-Set-ifa

                                                                                                                                                                          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
                                                                                                                                                                                                                                                                                                                                                                                                    P2
                                                                                                                                                                                                                                                                                                                                                                                                 CT
                                                                                                                                                                                                                                 30




                                                                                                                                                                                                                                                                                                                                                             1    0
                                                                                                                                                                                                                                                                                                                                                             35.3



                                                                                                                                                                                                                                                                                                                                                                                  30
                                                                                                                                                                                                     ROAD 1




                                                                                                                                                                                                                                                                                                                                                                 CTP
                                                                                                                                                                                                                         0.000




                                                                                                                                                                                                                                                 TC 6.570

                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                 20




                                                                                                                                                                                                                                                                             CTP
                                                                                                                                                                                                                                                                           15.2




                                                                                                                                                                                                                                                                                                           20




                                                                                                                                                                                                                                                                                                                                 30
                                                                                                                                                                                                                                                                                                                        26.373
                                                                                                                                                                                                                                                                                                                                             40




                                                                                                                                                                                                                                                                                                                                      CT
                                                                                                                                                                                                                                                                       68




                                                                                                                                                                                                                                                                                                                                 3.6     3
                                                                                                                                                                                                                                                                                                                                 09




                                                                                                                                                                                                                                                                                                                                                      39
                                                                                                                                                                                                                                                                                                                                        CTP 42




                                                                                                                                                                                                                                                                                                                                                    .78
                                                                                                                                                                                                                                                                                                                                 .086




                                                                                                                                                                                                                                                                                                                                                    9
                                                                                                                                                                                                                                 10

                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LIMIT OF WORKS




                                                                                                                                                                                                                                                                                                                                                                                                              55.290
                                                                                                                                                                                                                                                                                                                                                                                   CT 48.872
                                                                                                                                                                                                                                                                                                                                                                                   50
                                                                                                                                                                                                                                 0.000
                                               FOR CONTINUATION REFER BELOW




                                                                                                                                                                                                                                                                                   111.741
                                                                                                                                                                                                                                                                            110
                                                                                                                                                                                                                                  100
                                                                                                                                                                                            90
                                                                                                                                                               82.225
                                                                                                                                                      80
                                                                                                                              73.685
                                                                                                                      70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     44.683
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     44.132
                                                                                                                                                                                                                                                                                                           0.572




                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                           1.545




                                                                                                                                                                                                                                                                                                                                                                                                                30
                                                                                                                                                                                                                                                                                                           0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                      40


                                                                                                                                                                                                                                                                                                                                                                                                                                                                     43.111
                                                                                                                                                                                                                                                                                                                                                                      20
                                                                                                   60




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




                                                                                                                                                                                                                                                                                                                                                                      X
                                                                              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
                                                                                   40          ROAD CHAINAGES
                                                                                               PROPOSED AC PAVEMENT                                                                                                                                                                                                                                                                                                                                                              N




                                                                                                                                                                                                                                                                                                                                                                                                                                                       30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          X E
                                                                                                                                                                                                                                                                                                                                                                                                                                                           L E


                                                                                                                                                                                                                                                                                                                                                                          LIM
                                                                                               PROPOSED CONCRETE PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                           IT O
                                                                                               PROPOSED CONCRETE FOOTPATH




                                                                                                                                                                                                                                                                                                                                                                                                                       20
                                                                                                                                                                                                                                                                                                                                                                            FW
                                                                                                                                                                                                                                                                                                                                                                                                                            N
                                                                                                                                                                                                                                                                                                                                                                                                                   B E

                                                                                                                                                                                                                                                                                                                                                                                OR

                                                                                                                                                                                                                                                                                                                                                                                            13.0
                                                                                                                                                                                                                                                                                                                                                                                  KS


                                                                                                                                                                                                                                                                                                                                                                                               56
FILE: 3001-102.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-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     CB      CB       SP       SP      07.11.19 ISSUED FOR CONSTRUCTION                                                            NOT FOR CONSTRUCTION                                                                                                                                                                                                                                              Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                             Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                          EXTERNAL MAJOR WORKS                                                              LAYOUT PLAN
E                                                                                                                                                                                                             0    2.0     4.0    6.0     8.0    10.0       12.0    14.0    16.0
     C     CB      DC       SP       SP      21.09.20 ISSUED FOR APPROVAL
N
D
M    D
                                                                                                                            APPROVED
                                                                                                                                                                                                              SCALE 1:200 (A1)                              SCALE 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                        INTERSECTION MODIFICATION
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: 21.09.20
                                                                                                                                                                                                                                                                                                                                                           C     calibregroup.com                                                      PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                       DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18-001942             3001-102                         C