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Reference Documents - MCU24 0141 & OPW24 0184 [As Published]

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                 EXISTING LEGEND
                                                     SUBJECT PROPERTY BOUNDARY
                               4.00                  MAJOR CONTOUR
                                                     MINOR CONTOUR
                                                     SEWER MAIN DN150 AC                                                                                                                                                                                                                CM
                                                                                                                                                                                                                                                                                                  DR
                                                     WATER MAIN DN150 AC
                                                     U/G TELECOMMS
                                                     O/H ELECTRICITY
                                                     STORMWATER
                                                     FENCE



                 PROPOSED LEGEND
                                                     CONCRETE DRIVEWAY CROSSOVER
                                                                                                                                                                                                           DRIVEWAY AND CROSSOVER IN
                                                     INTERNAL CONCRETE DRIVEWAY                                                                                                                            ACCORDANCE WITH IPWEA RS-051
                                                                                                                                                                                                                                                                                                                  MATCH NEATLY WITH
                                                                                                                                                                                                                                                                    24                                            EXISTING PAVEMENT
                                                     CONCRETE PATH                                                                                                                                                                                                                           DR
                                                                                                                                                                                                                                                                                                                 37
                                                                                                                                                                                                                                                                     23                                                                             LEO AL
                                                     DWELLING
                                                                                                                                                                                                                                                                                                                 36                                        L   EY ROA
                                                     CONTROL JOINT (SJ)
                                                                                                                                                                                                                                                                          22
                                                                                                                                                                                                                                                                                                            35
                                                                                                                                                                                                                                                                                                                                                                      D
                                                     EXPANSION JOINT (EJ)                                                                                                                                                                                                     21
                                                     ISOLATION JOINT (IJ)                                                                                                                                                                                                                              34
                                                     EDGE THICKENING (ET)                                                                                                                                                                                      SE                                                                                                                   WS
                                                                                                                                                                                                                                                                     27 28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DR
                                                                                                                                                                                                                                                                     26
                                                                                                                                                                                                                                                              25
                                                                                                                                                                                                                                                                                                  33
                                                                                                                                                                                                                                                              19
                                                                                                                                                                                                                                                                                   20
          POINT EASTING                     NORTHING                LEVEL                          POINT EASTING      NORTHING     LEVEL                                                                                                                                                                                                                       46

                 1     504379.261 7078417.577                        9.991                             29 504371.578 7078446.317   10.875
                                                                                                                                                                                                                                                                                   175                                                                         45
                 2     504379.095 7078417.602                       10.023                             30 504372.569 7078446.168   10.939                                                                                                                           150                                                                                                                                                  47
                 3     504378.018 7078419.290                       10.196                             31 504374.648 7078459.507   10.871                                                                                                                                                                                                                                                                                                                    CM
                 4     504371.569 7078420.304                       10.510                             32 504373.814 7078460.649   10.871
                                                                                                                                                                                                                                                                                                                                                                                                                44
                 5     504370.812 7078415.423                       10.556                             33 504325.551 7078468.172   10.856
                 6     504370.743 7078414.978                       10.560                             34 504326.442 7078473.886   10.548                                                                                                                                                                                                                                                                       32
                                                                                                                                                                                                                                                        18                                                                                                                                                                31
                 7     504359.944 7078416.661                       10.625                             35 504327.918 7078475.687   10.456                                                                                                                                                                                                                                                                                              48
                                                                                                                                                                                                                                                                    17                                                                                                                                                            43
                 8     504321.116 7078422.711                       10.826                             36 504329.661 7078477.153   10.257
                                                                                                                                                                                                                                     CP                                                                                                FFL 10.925
                                                                                                                                                                                                                                   SP115737
                 9     504313.606 7078423.881                       10.869                             37 504329.674 7078477.238   10.247
                10 504314.438 7078429.217                           10.821                             38 504383.659 7078445.953   11.185
                11 504316.019 7078428.971                           10.807                             39 504383.487 7078445.980   11.207
                                                                                                                                                                                                                                                                                                                                                                                                                     50
                12 504316.646 7078432.998                           10.818                             40 504381.654 7078444.748   11.253                                                                                                                     16
                                                                                                                                                                                                                                                                                                                                                                                                                                   51
                13 504316.062 7078437.607                           10.837                             41 504375.483 7078445.709   11.124
                14 504316.231 7078440.023                           10.846                             42 504375.484 7078445.714   11.124                                                                                                         SE    15
                15 504317.514 7078448.258                           10.830                             43 504377.280 7078457.235   10.857                                                                                                                                          SE
                                                                                                                                                                                                                                                         DR                                                                                                                                            29
                16 504319.323 7078450.904                           10.821                             44 504373.733 7078462.095   10.827                                                                                                                                                                                                                                                                                49                                 39    38
                                                                                                                                                                                                                                                                                                                                                                                                                                  42                  40
                17 504320.419 7078457.939                           10.837                             45 504353.068 7078465.335   10.846
                                                                                                                                                                                                                                                                                                                                                         150                                               30            41                                                  DRIVEWAY AND CROSSOVER IN
                18 504317.953 7078458.323                           10.871                             46 504353.086 7078465.382   10.851                                                                                                                                                                                                                                                                                                                                    ACCORDANCE WITH IPWEA RS-051
                19 504319.435 7078467.851                           10.772                             47 504373.761 7078462.141   11.355
                20 504321.800 7078467.482                           10.759                             48 504377.332 7078457.248   11.724                                                                                                                                                                                                                                                                                                    175
                21 504322.882 7078474.420                           10.461                             49 504375.533 7078445.706   11.127                                                                                                                                                                                                                                                                                                                                    MATCH NEATLY WITH
                                                                                                                                                                                                                                             14                                                                                                                                                                                                                              EXISTING PAVEMENT
                22 504321.999 7078476.575                           10.402                             50 504373.401 7078451.504   10.879
                                                                                                                                                                                                                                                             150
                23 504320.764 7078478.488                           10.204                             51 504376.365 7078451.042   11.494                                                                                                                                                                                                                                                                                 55




                                                                                                                                                                                                                                                                                                                                                                                                                                                             ACTION
                                                                                                                                                                                                                                                                                                                                                                                                                                              54
                24 504320.776 7078478.573                           10.193                             52 504382.270 7078436.954   10.769
                                                                                                                                                                                                                                                  13                                                                                      FFL 10.925                                                                                                  53     52
                25 504319.503 7078469.229                           10.365                             53 504382.104 7078436.981   10.790
                26 504320.757 7078469.033                           10.741                             54 504380.726 7078438.716   10.979
                27 504320.966 7078470.367                           10.736                             55 504374.594 7078439.679   11.100
                                                                                                                                                                                                                                                   12
                28 504322.219 7078470.172                           10.732                             56 504372.513 7078426.330   10.827




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STR
                                                                                                       57 504378.950 7078425.319   10.522
                                                                                                       58 504380.482 7078426.596   10.340                                                                                                          11
                                                                                                                                                                                                                                             10




                                                                                                                                                                                                                                                                                                                                                                                                                                                            EET
                                                                                                       59 504380.661 7078426.569   10.320

                                                                                                                                                                                                                                                                                                                                                                                                                    56                       58
                                                                                                                                                                                                               20                                                                                                                                                                                                                       57             59
                                                                                                                                                                                                             RP171235                                                                                                                                    150                                                                                                      DRIVEWAY AND CROSSOVER IN
                                                                                                                                                                                                                                 DR                                                                                                                                                                                                                               ACCORDANCE WITH IPWEA RS-051
                                                                                                                                                                                                                                             DR

                                                                                                                                                                                                                                         9                                                                                                                                                                                     175
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MATCH NEATLY WITH
                                                                                                                                                                                                                                                                          8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                                                                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                                                                                                                        2         1
                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                7                       DR

                                                                                                                                                                                                                                                                                                                                                                                                       6
                                                                                                                                                                                                                                                                                                                                         CP                                                                                                                             DR
                                                                                                                                                                                                                                                                                                                                       SP137629
                                                                                                                                                                                                                                                                                                                                                                                                                                        CM




                                                                                                                                                                                                                                                                     CLIENT                                                 PROJECT                                 DRAWING
                                                                                                                     APPROVED               DRAWN   JW
                                                                                                                     CHARLES COOK                                                                                                                                                                                                                                                                                                                                                                  STATUS FOR APPROVAL
                                                                                                                                                                                                                                                                                    ABODA DESIGN GROUP                         SMALL INDUSTRIAL TENANCIES                     CONCRETE JOINTING PLAN                                   N
                                                                                                                     RPEQ                   DESIGN JW
                                                                                                                     APPROVED DATE                                                                                                                                                                                                                                                                                                                           0m                 5        10        PROJECT NO.    DRAWING NO.   REV NO.
                                                                                                                     30.10.24               CHECK   CC                                                                                                                                                                                 4 LEO ALLEY RD,                                                                        W                E
 A ISSUED FOR APPROVAL                                                                       30.10.24         CC                                                                                                                                                                                                                                                                                                                                             A1 1:200
                                                                                                                 SIGNED                                                                                                                                                                                                               NOOSAVILLE, QLD                                                                                                                                                 240127      OPW-C-00370     A
 P1 ISSUED FOR DISCUSSION                                                                    02.10.24         CC                                         COPYRIGHT © All rights reserved.                  CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
                                                                                                                                                         This work is copyright and cannot be reproduced
                                                                                                                                                                                                           www.infinityce.com.au | ABN 72 677 371 532                                                                                                                                                                                  S
REV                               DESCRIPTION                                                   DATE         APPR.                                       or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                                       SHEET SIZE       A1
Last saved by: JESSWARD(2024-10-30) Last Plotted: 2024-10-30
Filename: C:\ICE\ICE\PROJECTS - DOCS\2024\240127_4_LEO_ALLEY_DR\04 DESIGN\CAD\240127-OPW-C-00370.DWG
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