Combined_Civil_Drawings_-_Royal_Mail_Hotel

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PHASE 2 - CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ·         FIELD INLETS TO HAVE PROTECTION ADDED ONCE ESTABLISHED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ·         ADJUST SILT FENCE LOCATION FOR CONSTRUCTION AS REQUIRED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ·         FENCES TO REMAIN IN PLACE UNTIL AFTER ALL LANDSCAPING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TREES AND TURF HAVE ESTABLISHED 80% GROUND COVER.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MANAGEMENT OF DUST, EROSION AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SEDIMENT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EARTHWORKS CONTRACTOR.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              THEY ARE TO PREPARE PHASE SPECIFIC EROSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONTROL PLANS AND SUBMIT TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MANAGING CONTRACTOR PRIOR TO BEGINNING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WORK ON THE RELEVANT PHASE.




                                                                                                                                                                                                                                        10.60
                                                                                                                                                                                                                                       10. 50
                                                                                                                                                                                                                                                10.40




                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                    10.3
                                                                                                                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                 10.2
                                                                                                                                                                                                                                                                                                                                                             RP845244




                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                                                                                           10.
                                                                                                                                                                                                                                                                                                                   10.10
                                                                                                                                                                                                                                                                                                                           0   1
                                                                                                                                                                                                                                                                                                                            0.  1




                                                                                                                                                                                                                                                                                                                                    00 .
                                                                                                                                                                                                                                                                                                                                    10
               POINCIANA AVENUE




                                                                                                                                                                                                                                                                                                                                                     10.00




                                                                                                                                                                                                                                                                                                                                                                    10.00




                                                                                                                                                                                                                                                                                                                                                                                   9.90




                                                                                                                                                                                                                                                                                                                                                                                          9.80




                                                                                                                                                                                                                                                                                                                                                                                                 9.8
                                                                                                                                                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                9.80


                                                                                                                                                                                                                                                                                                                                                                                                                         9.70



                                                                                                                                                                                                                                                                                                                                                                                                                                       9.60



                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.50



                                                                                                                                                                                                                                                                                                                                                                                                                                                          9.40



                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9.30



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9.20

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.5 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.400
                                                                                                                                                                                                                                                                                                                                                                                                                                                 3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BLAKESLEY STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                              RP40197




                                                                                                                                                                                                                                                                                                                                                                                                       9.2 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.60
                                                                                                                                                                                                                                                                                                                                                                            9.50
                                                                                                                                                                                                                                                                                                                                                                            9.60
                                                                                                                                                                                                                                                                                                                                                                            9.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                8.80
                                                                                                                                                                                                                                                                                                                                                                                                                                         8.90
                                                                                                                                                                                                                                                                                                                                                                                                                                9.00
                                                                                                                                                                                                                                                                                                                                                             9.70




                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                       9.3



                                                                                                                                                                                                                                                                                                                                                                                                                  9.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          THIS DRAWING IS BEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VIEWED IN COLOUR AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ON AN ELECTRONIC DEVICE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT NORTH




                                                                                                                                                                                                                                                                                                        DIYAN STREET                                                                                                                                                                                                                                    DIMENSIONS IN METRES EXCEPT WHERE                                 A1 UNREDUCED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              J:\2023\23169\05_DRAWINGS\DRG\C0220.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SHOWN OTHERWISE. CULVERT AND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SIZES IN MILLIMETRES                                              A3 REDUCED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCALES                                                UNREDUCED / REDUCED


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CHANGE THIS FIELD WHEN --->
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         APPLYING TO A NEW --->       5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0      2      4    6     8        10 m         VIEWPORT (OBJECT) --->


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1:200 / 1:400

                                                                                                                                                                                                                                                                                                                                         PLAN                                                                                                                                                                                                           STATUS
                                                                                                                                                                                                                                                                                                                                         SCALE 200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FOR APPROVAL
                                                                                                                                                                                               DWN       DES       CHK       APP                                                                                                                                                                               CLIENT                                                                    PROJECT                                   SUBJECT                                                    PROJECT No.
    SCAN QR CODE TO
                                                                                     REV         DATE         DESCRIPTION
                                                                                                                                                                                                                                        ASSOCIATED CONSULTANTS                                            APPROVED                          CHECKED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11/04/2025 3:40:43 PM
                                                                                       C      10.04.25         ISSUE FOR OPERATIONAL WORKS APPROVAL                                            AR       KHN        SG       NR                                                                                                                                                                                 QUEENSLAND VENUE                                                          120 POINCIANA AVE,                        EROSION & SEDIMENT                                          23169
    CONFIRM CURRENT                                                                    B      04.02.25         IFC PART 1                                                                      AR       KHN        SG       NR
                                                                                                                                                                                                                                                                                                                                                                                                               COMPANY PTY LTD                                                           TEWANTIN, QLD                             CONTROL PHASE 2                                            DRAWING No.                          REVISION
    DRAWING REVISION                                                                   A      17.10.24         ISSUE FOR CO-ORDINATION                                                         AR       KHN        SG
    http://docs.bornhorstward.com.au/revision/                                                                                                                                                                                                                                                                                                                                                                 ----                                                                      ----                                                                                                 C0220                                       C
                                                                                                                                                                                                                                                                                                        DATE 11/04/25                      DATE 11/04/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0       10     20   30     40     50                                100              ORIGINAL SIZE A1