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Compiled Approved Plans OPW18-0343.01 pdf

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 -

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OPW18/0343 8 JUN 2019




                                                                                                                   INTERSECTION WITH BEN LEXEN DRIVE




                                                                                                                                                                                                                                INTERSECTION WITH GRASSTREE COURT
                                                                                                                                                           HP CH 8.171 RL 31.642


                                                                                                                                                                                                       LP CH 32.347 RL 30.502
                                                                                                                   CH 0.000




                                                                                                                                                                                                                                CH 0.000
                                                                                                                                  IP CH 10.728 RL 31.746
                                                                                                                                                                          IP CH 20.466 RL 30.917
                                                                                                                                                                                                   IP CH 30.204 RL 30.431
                                                                                                                                                                                                   IP CH 35.204 RL 30.531
                                                                                                                                  IP CH 5.728 RL 31.608


                                                                       DATUM R.L.20
                                                                                                                          VC 10VC 7.5VC 10                                                                                                                                                                                                                                                                              CL
                                                                       ROAD GRADING                              (R = 88.84) (R = 213.92) (R = 142.86)
                                                                                                                      8.33%
                                                                                                                        2.75%
                                                                                                                            -8.51%-5.00%
                                                                                                                                       2.00%
                                                                                                                                          3.45%
                                                                                                                                        -0.106
                                                                                                                                        -0.081
                                                                                                                                        -0.114
                                                                                                                                        -0.391
                                                                                                                                        -0.473
                                                                                                                                        -0.620
                                                                                                                                        -0.622
                                                                                                                                        -0.607
                                                                                                                                        -0.586
                                                                                                                                        -0.294
                                                                                                                                        -0.049
                                                                                                                                        0.009
                                                                                                                                        0.037
                                                                       CUT (-) \ FILL (+)
                                                                                                                                                                                                   31.217
                                                                                                                                                                                                   31.133
                                                                                                                                                                                                   30.879
                                                                                                                                                                                                   30.847
                                                                                                                                                                                                   30.626
                                                                                                                                                                                                   30.577


                                                                       LHS LIP LEVEL
                                                                                                                                                                                                   31.217
                                                                                                                                                                                                   31.133
                                                                                                                                                                                                   30.879
                                                                                                                                                                                                   30.847
                                                                                                                                                                                                   30.626




                                                                       RHS LIP LEVEL                                                                                                                                                                                                                                                                PROPOSED SURFACE                              PROPOSED KERB AND CHANNEL TYPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                  M1 REFER IPWEA STD DRG RS-080
                                                                                                                                        31.608
                                                                                                                                        31.642
                                                                                                                                        31.605
                                                                                                                                        31.320
                                                                                                                                        31.236
                                                                                                                                        30.982
                                                                                                                                        30.950
                                                                                                                                        30.730
                                                                                                                                        30.681
                                                                                                                                        30.518
                                                                                                                                        30.502
                                                                                                                                        30.531
                                                                                                                                        30.668




                                                                       DESIGN                                                                                                                                                                                                                                                                                      1 in 4.0
                                                                                                                                                                                                                                                                                                                                                                              2.5%   3.7%              3.0%                           3.0%                 2.5%         1 in 4.0

                                                                       EXISTING
                                                                                                                     31.822
                                                                                                                     31.714
                                                                                                                     31.723
                                                                                                                     31.719
                                                                                                                     31.711
                                                                                                                     31.709
                                                                                                                     31.602
                                                                                                                     31.573
                                                                                                                     31.337
                                                                                                                     31.267
                                                                                                                     30.812
                                                                                                                     30.551
                                                                                                                     30.522
                                                                                                                     30.631




                                                                                                                                                                                                                                                                                                                              RL30.000
                                                                       SURFACE                                                                                                                                                                                                                                                CH 20.000
                                                                                                                                                                                                                                                                                                                                                   PROPOSED 2.00m WIDE CONCRETE
                                                                                                                                                                                                                                                                                                                                                   FOOTPATH IN ACCORDANCE WITH                                                                                           PROPOSED KERB AND CHANNEL TYPE
                                                                                                                     10.728
                                                                                                                     15.728
                                                                                                                     16.716
                                                                                                                     20.000
                                                                                                                     20.466
                                                                                                                     24.216
                                                                                                                     25.204
                                                                                                                     30.204
                                                                                                                     32.347
                                                                                                                     35.204
                                                                                                                     39.203
                                                                                                                     0.000
                                                                                                                     5.728
                                                                                                                     8.171




                                                                       CHAINAGES                                                                                                                                                                                                                                                                   IPWEA STD DRG RS-065                                                                                                  B1 REFER IPWEA STD DRG RS-080


                                                                       HORIZONTAL ALIGNMENT
                                                                                                                                                                                                                                                                                                                                                                                            0     1      2        3       4       5      6       7         8

                                                                                                                                                                                                                                                                                                                                                                                            SCALE 1:100 (A1)                           SCALE 1:200 (A3)



                                                                                                                                           ROAD 1
                                                                                                                                    LONGITUDINAL SECTION




FILE: 3001-119.dwg DATE: 16-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-3001-ROAD
         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                                                                                                                                                     0    10     20      30      40      50     60     70     80
                                                                                                                                                                                                                                                                                                                                                                                                                         Level 3, 16 Innovation Parkway        BLUE CARE SUNRISE BEACH                                               ROAD 1
     A     CB     CB      SP        SP      16.04.19 AMENDMENTS PER COUNCIL RFI                                                                                                                                                                                                                                                                                                                                              Birtinya QLD Australia 4575
A
M    B                                                                                                   NOT FOR CONSTRUCTION                                                                                                                                               SCALE 1:1000 (A1)                        SCALE 1:2000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                  Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RETIREMENT LIVING &                                             LONGITUDINAL &
E
                                                                                                                                                                                                                                                                                                HORIZONTAL
N
D
     C
     D
                                                                                              APPROVED
                                                                                                                                                                                                                                                                            0     1      2      3       4       5       6     7      8                                                                                                                                AGED CARE                                                  CROSS SECTIONS
M
E                                                                                             BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                                                                                                 DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROJECT No.          DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                           SCALE 1:100 (A1)                         SCALE
                                                                                                                                                                                                                                                                                                                      SCALE1:2000
                                                                                                                                                                                                                                                                                                                            1:200 (A3)                                                                                                                     ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F                                                                                                                                                                                                                                                                                               VERTICAL
T
S
     G                                                                                        SIGN:                                                                    DATE: 16.04.2019
                                                                                                                                                                                                                                                                                                                                                                                     C   calibregroup.com                                                  PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                           DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 18-001942            3001-119        A
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