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3001-Set-ifa

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                                                                                                                                                                                                                                                                                                                                                                                                                            CL




                                                                                                                                                                                                                                                                                                                                                                          PROPOSED SURFACE                                             PROPOSED 2.00m WIDE CONCRETE                               EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                       FOOTPATH IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                       IPWEA STD DRG RS-065


                                                                                                                                                                                                                                                                                                                                                                                                                      2.5%




                                                                                                                                                                                                                                                                                                                    RL29.000
                                                                                                                                                                                                                                                                                                                    CH 38.000
                                                                                                                                                                                                                                                                                                                                                                          PROPOSED SURFACE                                                                                                        EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                          2.000

                                                                                                                                                                                                                                                                                                                                                                                                                      2.5%
                                                                                                                                                                                                                                                                                                                                                                                                        1 in 6.0


                                                                                                                                                                                                                                                                                                                    RL29.000
                                                                                                                                                                                                                                                                                                                    CH 33.609                                                                                                          PROPOSED 2.00m WIDE CONCRETE
                                                                                                                                  IP CH 15.268 RL 31.285



                                                                                                                                                                    IP CH 26.394 RL 31.451




                                                                                                                                                                                                       IP CH 38.789 RL 31.823
                                                                                               IP CH 0.133 RL 30.499
                                                                                               IP CH 1.633 RL 30.686
                                                                                               IP CH 3.133 RL 30.724




                                                                                                                                                                                                                                                                                                                                                                                                                                       FOOTPATH IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                       IPWEA STD DRG RS-065



                                                                                                                                                                                                                                                                                                                                                                                                                      2.5%
                                                                                                                                                                                                                                                                                                                                                                                                       1 in 6.0



                                                                                                                                                                                                                                                                                                                    RL29.000
                                                                                                                                                                                                                                                                                                                    CH 20.000
                                          DATUM R.L.25
                                                                                                   2.50%
                                          ROAD GRADING                                          0.00%
                                                                                               12.50%    4.62%                                              1.50%                            3.00% 2.50%

                                                                                                                                                                                                                                                                                                                                                                                                                      2.5%
                                                                                                                                                                                                                                                                                                                                                                                                       1 in 6.0
                                                                                                             -0.669
                                                                                                             -0.458
                                                                                                             -0.405
                                                                                                             -0.236


                                                                                                                                                           -0.002




                                                                                                                                                                                                             -0.070
                                                                                                                                                                                                             -0.080
                                                                                                             0.035



                                                                                                                                                                          0.067
                                                                                                                                                                          0.068
                                                                                                                                                                                              0.038




                                          CUT (-) \ FILL (+)
                                                                                                                         30.699
                                                                                                                         30.858
                                                                                                                         31.260
                                                                                                                                                           31.330

                                                                                                                                                                          31.426
                                                                                                                                                                          31.426
                                                                                                                                                                                              31.643




                                                                                                                                                                                                                                                                                                                    RL29.000
                                          LHS EDGE LEVEL
                                                                                                                                                                                                                                                                                                                    CH 15.268
                                                                                                                         30.749
                                                                                                                         30.908
                                                                                                                         31.310
                                                                                                                                                           31.380

                                                                                                                                                                          31.476
                                                                                                                                                                          31.476
                                                                                                                                                                                              31.693


                                                                                                                                                                                                                                31.901




                                          RHS EDGE LEVEL
                                                                                                             30.499
                                                                                                             30.686
                                                                                                             30.724
                                                                                                             30.883
                                                                                                             31.285
                                                                                                                                                           31.355

                                                                                                                                                                          31.451
                                                                                                                                                                          31.451
                                                                                                                                                                                              31.668

                                                                                                                                                                                                             31.823
                                                                                                                                                                                                             31.848




                                          DESIGN                                                                                                                                                                                                                                                                                                                                                                                            1 in 4.0
                                                                                                                                                                                                                                                                                                                                                                                                                      2.5%

                                          EXISTING
                                                                                                 31.170
                                                                                                 31.168
                                                                                                 31.144
                                                                                                 31.129
                                                                                                 31.118
                                                                                                 31.250
                                                                                                                                                           31.357

                                                                                                                                                                          31.384
                                                                                                                                                                          31.384
                                                                                                                                                                                              31.630

                                                                                                                                                                                                             31.893
                                                                                                                                                                                                             31.929




                                                                                                                                                                                                                                                                                                                    RL29.000
                                          SURFACE
                                                                                                                                                                                                                                                                                                                    CH 6.570
                                                                                                 15.268
                                                                                                                                                           20.000

                                                                                                                                                                          26.373
                                                                                                                                                                          26.394
                                                                                                                                                                                              33.609

                                                                                                                                                                                                             38.789
                                                                                                                                                                                                             39.789




                                                                                                                                                                                                                                                                                                                                                   PROPOSED KERB AND                                                                                                                            PROPOSED SURFACE
                                                                                                 0.000
                                                                                                 0.133
                                                                                                 1.633
                                                                                                 3.133
                                                                                                 6.570




                                          CHAINAGES                                                                                                                                                                                                                                                                                                CHANNEL TYPE B1 REFER
                                                                                                                                                                                                                                                                                                                                                   IPWEA STD DRG RS-080                                                                                                                         EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                          2.000
                                          HORIZONTAL ALIGNMENT                                                          20.000mR -20.000mR10.000mR

                                                                                                                                                                                                                                                                                                                                                                                                                      2.5%
                                                                                                                          HORIZ SCALE: 500
                                                                                                                         VERTICAL SCALE: 50

                                                                                                                              PATH 2                                                                                                                                                                                RL29.000

                                                                                                                       LONGITUDINAL SECTION                                                                                                                                                                         CH 1.633
                                                                                                                                                                                                                                                                                                                                0     1      2     3   4       5      6      7     8                                                 PROPOSED 2.00m WIDE CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                     FOOTPATH IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                SCALE 1:100 (A1)                    SCALE 1:200 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                     IPWEA STD DRG RS-065


FILE: 3001-122.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     5     10     15    20    25      30     35     40
                                                                                                                                                                                                                                                                                                                                                                                                   Level 3, 16 Innovation Parkway      BLUE CARE SUNRISE BEACH                                               FOOTPATH 2
     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 1:500 (A1)                     SCALE 1:1000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                          Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                            Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                        EXTERNAL MAJOR WORKS                                               LONGITUDINAL &
E
N
D
     C
     D
           CB      DC      SP        SP      21.09.20 ISSUED FOR APPROVAL
                                                                                                                         APPROVED                                                                                                                0    0.5    1.0    1.5   2.0   2.5     3.0    3.5   4.0                                                                                                                              INTERSECTION MODIFICATION                                            CROSS SECTIONS
M
E                                                                                                                         BY:     SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                                           DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT No.             DRAWING No.   REVISION
     E                                                                                                                                                                                                                                           SCALE 1:50 (A1)                       SCALE 1:100 (A3)
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               3001-122        C
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