Combined_Civil_Drawings_-_Royal_Mail_Hotel

                                                                                                                                                                                                                                                                                                                                                    JOINS DRG C0310




                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                   8.9
                      POINCIANA AVENUE




                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                   8.8
                                                                                                                                                                                                                                                   10.60
                                                                                                                                                                                                                                                   10.40
                                                                                                                                                                                                                                                   10.50
                                                                                                                                                                                                                                                   10.20
                                                                                                                                                                                                                                                   10.10
                                                                                                                                                                                                                                                   10.30
                                                                                                                                                                                                                                                   10.00
                                                                                                                                                                                                                                                    9.90
                                                                                                                                                                                                                                                    9.80
                                                                                FH




                                                                                                                                                                                                                                                                                                                                                                    1.5




                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                  8.7
                                                                                                                                                                                                                                                                                                                  FH
                                                                                                                                                                                                                                                                                                 9.70
                                                                                                                                                                                                                                                                                                 9.60
                                                                                                                                                                                                                                                                                                 9.50
                                                                                                                                                                                                                                                                                                  9.40
                                                                                                                                                                                                                                                                                                  9.30       0
                                                                                                                                                                                                                                                                                                          9.2                                                                                                                      8.60                                EXISTING TELSTRA PIT AND
                                                                                                                                                                                                                                                                                                                                                              1.4                                  1.3                             8.50
                                                                                                                                                                                                                                                                                                                        9.10                                                                                                       8.40                                LINE TO BE REBUILT TO
                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                   9.0                                                                                                                                 SUIT NEW VERGE LEVELS




                                                                                                                                                                                                                                                                                                                                                                                                                       V
                                                                                                                                                                                                     V
                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                  8.9                                                                                   0
                                                                                      V




                                                                                                                                                                                                                                                                                                                            V




                                                                                                                                                                                                                                                                                                                                                                                                                  FH
                                                                                                                                                                                                                                                                                                                                                                                                                                    8.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                              EP
                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                              8.8
                                                                                                                                                                                                  40




                                                                                                                                                                                                                                                                                                                                                         EP
                                                                                                                                                                                                                                                                                                                                                                                                    1.2
                                                                                                                                                                                                   10.
                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                          8.7    8.60                                              8.10
                                                                                                                                                                                                                                                                                                                                                                                 8.50                                              8.20
                                                                                                                                                                                                                                                                                                                                                                                                                                   8.10

                                                                                                                                                                                                                                                                                                                                                                                                   1.1
                                                                                                                                                                    EXISTING FOOTPATH TO BE REPLACED
                                                                                                                                                                   WITH PEBBLECRETE FINISH FOOTPATH                                                                                                                       FOOTPATH TO REMAIN                                                                                                                       PROPOSED KERB RAMP FOR
                                                                                                                                                                   AS PER COUNCIL REQUIREMENT. REFER                                                                                                                   CLEAR OF ELECTRICAL PITS                                                                                                                    PEDESTRIAN CROSSING.
                                                                                                                                                                                TO IPWEAQ DRG RS-065.                                                                                                                               AND PILLAR                                                                                                                     REFER TO COUNCIL SD:9006
                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING FIRE HYDRANT TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                           UPGRADED - REFER HYDRAULICS
                                                                                                                                                                                                                                                                                                                                                                           INVERT LEVEL HAS BEEN                           CONSULTANT DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                          ASSUMED. CONTRACTOR                                                                        PROPOSED KERB RAMP FOR
                                                                                                                                                                                                                           PROPOSED TYPE B1 KERB AS                                                                                                                          TO CONFIRM ON SITE.                                                                     PEDESTRIAN CROSSING.
                                                                                                                                                                                                                          PER IPWEAQ STD DRG RS-080
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     REFER TO COUNCIL SD:9006


                                                                                                                                                                                                                                                                                                                                                                                   R    EET
                                                                                                                                                                                                                                                                                                                                                                          DIYAN ST


                                                                                                                                                                                                                                                                                                          EXISTING FOOTPATH TO BE REPLACED
                                                                                                                                                                                                                                                                                                         WITH PEBBLECRETE FINISH FOOTPATH
                                                                                                                                                                                                                                                                                                         AS PER COUNCIL REQUIREMENT. REFER
                                                                                                                                                                                                                                                                                                                      TO IPWEAQ DRG RS-065.




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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROJECT NORTH




                                                                                                                                                                                                                                                                                                                                          PLAN
                                                                                                                                                                                                                                                                                                                                          SCALE ###                                                                                                                                                         DIMENSIONS IN METRES EXCEPT WHERE                                 A1 UNREDUCED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  J:\2023\23169\05_DRAWINGS\DRG\C0310.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SHOWN OTHERWISE. CULVERT AND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SIZES IN MILLIMETRES                                              A3 REDUCED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCALES                                                UNREDUCED / REDUCED


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CHANGE THIS FIELD WHEN --->
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             APPLYING TO A NEW --->       #
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0      #      #    #     #        ## m         VIEWPORT (OBJECT) --->


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ##### / #####

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STATUS


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               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 3:40:49 PM
                                                                                       A      10.04.25         ISSUE FOR OPERATIONAL WORKS APPROVAL                                            AR        KHN       SG       NR                                                                                                                                                                           QUEENSLAND VENUE                           120 POINCIANA AVE,                  ROADWORKS AND                                              23169
    CONFIRM CURRENT
                                                                                                                                                                                                                                                                                                                                                                                                         COMPANY PTY LTD                            TEWANTIN, QLD                       DRAINAGE LAYOUT SHEET 2                                   DRAWING No.                          REVISION
    DRAWING REVISION
    http://docs.bornhorstward.com.au/revision/                                                                                                                                                                                                                                                                                                                                                           ----                                       ----                                                                                          C0311                                       A
                                                                                                                                                                                                                                                                                                         DATE                              DATE
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