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3001-Set-ifa

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                                                                                                                      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: DANIEL CULLING
XREFS: X-18-001942-3001-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     CB      CB      SP        SP      07.11.19 ISSUED FOR CONSTRUCTION                               NOT FOR CONSTRUCTION                                                                                                                                               SCALE 1:1000 (A1)                       SCALE 1:2000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                  Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                    Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXTERNAL MAJOR WORKS                                            LONGITUDINAL &
E
                                                                                                                                                                                                                                                                                                   HORIZONTAL
N
D
     C
     D
           CB      DC      SP        SP      21.09.20 ISSUED FOR APPROVAL
                                                                                               APPROVED
                                                                                                                                                                                                                                                                               0     1      2      3       4       5      6     7      8                                                                                                                         INTERSECTION MODIFICATION                                         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: 21.09.20
                                                                                                                                                                                                                                                                                                                                                                                       C   calibregroup.com                                                  PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                             DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18-001942            3001-119        C
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