C0311(D) Roadworks & Drainage Layout Sheet 2

                                                                                                                                                                                                                                                                                                                                                JOINS DRG C0310




                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                8.7
                                                                                                                                                                                                                                                                                                                                                                   1.1
                      POINCIANA AVENUE




                                                                                                                                      10.90
                                                                                                                                      10.80
                                                                                                                                      10.70
                                                                                                                                                                                                                                                                                                                                                                                        1.3




                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                8.6
                                                                                                                                                                                                                                                  10.60
                                                                                                                                                                                                                                                  10.50
                                                                                                                                                                                                                                                  10.40
                                                                                                                                                                                                                                                  10.20
                                                                                                                                                                                                                                                  10.10
                                                                                                                                                                                                                                                  10.30
                                                                                                                                                                                                                                                  10.00
                                                                                                                                                                                                                                                   9.90
                                                                                                                                                                                                                                                   9.80
                                                                                FH




                                                                                                                                                                                                                                                                                                                                                            1.2




                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                8.5
                                                                                                                                                                                                                                                                                                              FH
                                                                                                                                                                                                                                                                                                 9.70
                                                                                                                                                                                                                                                                                                 9.60
                                                                                                                                                                                                                                                                                                 9.50
                                                                                                                                                                                                                                                                                                  9.409.30
                                                                                                                                                                                                                                                                                                                                                                                                                    0                   EXISTING TELSTRA PIT AND
                                                                                                                                                                                                                                                                                                                   9.20                                                                                          8.4
                                                                                                                                                                                                                                                                                                                          9.10                                                                                                          LINE TO BE REBUILT TO
                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                  9.0                                                                                                   SUIT NEW VERGE LEVELS




                                                                                                                                                                                                                                                                                                                                                                                                       FH


                                                                                                                                                                                                                                                                                                                                                                                                            V
                                                                                                                                                                                                     V
                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                FOOTPATH TO REMAIN            8.9                                                                   0
                                                                                      V




                                                                                                                                                                                                                                                                                                                          V
                                                                                                                                                                                                                                                                                                                                                                                                                 8.3




                                                                                                                                                                                                                                                                                                                                                                                                                                  EP
                                                                                                                                                                                                                                                                                                             CLEAR OF ELECTRICAL PITS                        0
                                                                                                                                                                                                                                                                                                                                                          8.8
                                                                                                                                                                                                     40




                                                                                                                                                                                                                                                                                                                                                     EP
                                                                                                                                                                                                  10.

                                                                                                                                                                                                                                                                                                                          AND PILLAR                                 0
                                                                                                                                                                                                                                                                                                                                                                  8.7    8.60                                   8.10
                                                                                                                                                                                                                                                                                                                                                                         8.50                                   8.20
                                                                                                                                                                                                                                                                                                                                                                                                                8.10

                                                                                                                                                                                                                                                                                                                                                                                              EX 1.4
                                                                                                                                                                    EXISTING FOOTPATH TO BE REPLACED
                                                                                                                                                                   WITH PEBBLECRETE FINISH FOOTPATH                                                                                                                                  PROPOSED TYPE B1 KERB AS
                                                                                                                                                                                                                                                                                                                                    PER IPWEAQ STD DRG RS-080                                                                                      EX 1.5
                                                                                                                                                                   AS PER COUNCIL REQUIREMENT. REFER
                                                                                                                                                                                TO IPWEAQ DRG RS-065.

                                                                                                                                                                                                                                                                                                                                            EXISTING COMMUNICATION LINE TO BE LOCALLY
                                                                                                                                                                                                                                                                                                                                                       LOWERED TO PROVIDE MIN 150MM
                                                                                                                                                                                                                                                                                                                                                    VERTICAL CLEARANCE TO STORMWATER
                                                                                                                                                                                                                           PROPOSED TYPE B1 KERB AS
                                                                                                                                                                                                                          PER IPWEAQ STD DRG RS-080



                                                                                                                                                                                                                                                                                                                                                                    I Y AN S T REET
                                                                                                                                                                                                                                                                                                                                                                  D


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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ALL SETOUT (HORIZONTAL AND VERTICAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WILL BE PROVIDED BY 3D DIGITAL FILE IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROJECT SURVEY COORDINATES.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   30/07/2025 5:14:13 PM
                                                                                       D      30.07.25         FOR COUNCIL SUBMISSION #2                                                      KHN         KHN      SG       NR                                                                                                                                                                    QUEENSLAND VENUE      120 POINCIANA AVE,               ROADWORKS AND                                              23169
    CONFIRM CURRENT                                                                    C      22.07.25         CONTRACTOR RFI RESPONSE AMENDMENTS #2                                           AR         KHN      SG       NR
                                                                                                                                                                                                                                                                                                                                 7729                                                             COMPANY PTY LTD       TEWANTIN, QLD                    DRAINAGE LAYOUT SHEET 2                                   DRAWING No.                          REVISION
    DRAWING REVISION                                                                   B      30.06.25         AMENDED AS PER ARCHITECTS UPDATE                                                AR         KHN      SG
                                                                                                                                                                                                                                                                                                                                 RPEQ
    http://docs.bornhorstward.com.au/revision/                                         A      10.04.25         ISSUE FOR OPERATIONAL WORKS APPROVAL                                            AR         KHN      SG       NR                                                                                                                                                                    ----                  ----                                                                                       C0311                                       D
                                                                                                                                                                                                                                                                                                         DATE 04/07/2025                  DATE 04/07/25
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