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REPS - Engineering plans · MCU24/0125

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              LEGEND




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                                                      PROPERTY BOUNDARY




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                                                                                                              EUMUN
                                                                                                                                                                                                                                                                                                                                                    SP305303
                        W             W               EXISTING WATER MAIN
                        W             W               PROPOSED WATER MAIN
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                                                                                                                   DI-NOO
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                                                                                                                     A ROA




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                                                                                                                        D
             WATER SUPPLY NOTES




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             1.     ALL DESIGN OF WATER SUPPLY NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE WATER SUPPLY




                                                                                                                                                                               300Ø A
                    CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE PROVIDERS EDITION VERSION 1.3 (AUGUST 2019),




                                                                                                                                                                                                      100Ø A
                    PART 1: PLANNING AND DESIGN AND PART 3: DRAWINGS.




                                                                                                                                                                                      C
             2.     ALL CONSTRUCTION OF WATER SUPPLY NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE WATER




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DRIVEWAY 3




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                    SUPPLY CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE PROVIDERS EDITION VERSION 1.3




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                    (AUGUST 2019), PART 2: CONSTRUCTION AND PART 3: DRAWINGS.

             3.     ALL PRODUCTS AND MATERIALS USED IN CONSTRUCTION OF WATER SUPPLY NETWORK WORKS SHALL BE IN
                    ACCORDANCE WITH THE SOUTH EAST QUEENSLAND CODE ACCEPTED CIVIL INFRASTRUCTURE PRODUCTS
                    AND MATERIAL LIST, AND THE MOST RECENT VERSION OF THE LIST IN EFFECT AT THE DATE OF THE




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                    CONSTRUCTION PRE-START MEETING.

             4.     CONSTRUCTION WORKS SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS
                    NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO UNITYWATER'S
                    WATER SUPPLY NETWORK.




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             5.     ALL LIVE WORKS ASSOCIATED WITH THE WATER SUPPLY NETWORK SHALL BE CARRIED OUT AT THE




                                                                                                                                                                                                                                                                                                                  DRIVEW
                    DEVELOPER'S COST BY QUOTATION REQUEST TO UNITYWATER PRIVATE WORKS ONLY.                                                                                                                                                100 DIA. ABOVE GROUND WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRIVEW
             6.     THE CONSTRUCTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT ASSET
                                                                                                                                                                                                                                           ASSEMBLY IN ACCORDANCE WITH                  DRIVEWAY 1
                    OWNERS AND AUTHORITIES BEFORE COMMENCING WORKS.                                                                                                                                                                        STD DRG SEQ-WAT-1111-8




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   108
             7.     PRIOR TO COMMENCEMENT OF ANY VARIATION WORKS, THE CONSTRUCTOR MUST FIRST OBTAIN APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SP106085




                                                                                                                                                                                                                                                                                                                         AY
                    FROM THE REGISTERED MAJOR CONNECTIONS CERTIFIER.




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             ----------




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             8.        ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF UNITYWATER.
                                                                                                                                                                                                                                              100 x 90° BEND (19.8KN)
             9.     ALL WORK ON EXISTING WATER MAINS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S                                                              100 x 100 TEE (14.0KN)
                    EXPENSE.                                                                                                                                                                                                                                                                                                                                                                                                                                                                   B




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             10.    ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE UNDERTAKEN BY UNITYWATER AT THE                                         LIVE CONNECTION 1 TO BE




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                    DEVELOPER'S EXPENSE, AFTER NEW MAINS HAVE BEEN DISINFECTED, FLUSHED, TESTED AND INSPECTED.                               UNDERTAKEN IN ACCORDANCE
                                                                                                                                             WITH STD DRG SEQ-WAT-1105-2
             11.    PRESSURE TESTING TO BE UNDERTAKEN IN ACCORDANCE WITH WSA PART 3 SECTION 19.4 AND SEQ CODE
                    AMENDMENTS.




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             12.    ALL MAINS SHALL BE LOCATED ON A 1.5m ALIGNMENT FROM THE PROPERTY BOUNDARY U.N.O.




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                    BENDS TO BE MAX 11m RADIUS FOR DN110 PIPE & MAX 18m RADIUS FOR DN180 PIPE. REFER POP 202.

             13.    ALL MAINS, THRUST BLOCKS AND BULKHEADS/TRENCHSTOPS SHALL BE CONSTRUCTED IN ACCORDANCE
                    WITH SEQ CODE STANDARD DRAWING SEQ-WAT-1200 SERIES.




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             14.    HYDRANTS AND VALVES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING
                    SEQ-WAT-1300 SERIES.                                                                                                                                                                               W
             15.    SERVICE TAPPING CONNECTIONS, CONDUIT CROSSINGS AND WATER SERVICES SHALL BE CONSTRUCTED IN
                    ACCORDANCE WITH SEQ CODE STANDARD DRAWINGS SEW-WAT-1100 SERIES.
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             16.    PAVEMENT MARKINGS TO BE IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-WAT-1300-1.
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                                                                                                                                                                                                                                                                                                                                          RP71151
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                                                                  LIVE WATER WORKS SCHEDULE
                                                                                                                         DIA
              No.                                                 DESCRIPTION                                                      LOT No.   SL        IL              DEPTH
                                                                                                                        WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0          4             8      12m
              1A       UNITYWATER TO PROVIDE NEW WATER SERVICE AND METER                                                     100    -         -            -               -

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Scale 1:200 @A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Scale 1:400 @A3
COPYRIGHT ©                                                                                            Associated Consultants                 Client                                                                                                                                                Drawn                Verified   Project                                                             Drawing Title                                                                  Scale                  Sheet Size
                                                                                                                                                                                                                                                                                                    M.K.P.               D.R.
This drawing is subject to
copyright in accordance with                                                                                                                 DEVTEX NOMINEES                                                                                                                                                                        73-77 EUMUNDI-NOOSA ROAD                                            WATER RETICULATION                                                              AS SHOWN                A1
the agreement between TOD                                                                                                                                                                                                                                                                           Designed             Verified
Consulting Pty Ltd (tc) and tc's                                                                                                             PTY LTD                                                                                                                                                M.K.P.               D.R.       NOOSAVILLE, QLD 4566                                                LAYOUT PLAN                                                                    Drawing Number
client. This drawing shall only
be used for this specific project.
                                      B    30.04.25    REPRESENTATIONS TO CHANGE PRELIMINARY   MKP
                                                                                                                                                                                                                                                                                                    Approved             RPEQ No    RP DESCRIPTION  LOTS 1, 2 3, 48, 49 AND 50 ON SP298783                                                                                                      24572-C060
This drawing shall not be used                                                                                                                                                                                                             Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190   D. REYNOLDS          9072       LOCAL AUTHORITY NOOSA SHIRE COUNCIL
                                                       APPROVAL                                                                                                                                                                                                                                                                     MCU APPROVAL                             HORIZ DATUM MGA DERIVED                    0     10     20     30    40     50      60                    Sheet                   Revision
for construction until marked as                                                                                                                                                                                                                      PO Box 61, Noosaville, QLD 4566               Signed
                                      A    23.01.25    ISSUED FOR APPROVAL                      MKP                                                                                                                                                                                                                                 ROL APPROVAL                             VERT DATUM RL.13.595 AHD
'Issued For Construction' in the
revision description.                Rev    Date       Revision Description                    Drawn
                                                                                                                                                                                                                                           [email protected]     www.todconsulting.com
                                                                                                                                                                                                                                                           ABN 39 128 805 336                                            30.04.25   OPW APPROVAL                             RL DATUM      PSM 53205                        MEASUREMENT BAR - INCREMENTS IN mm                              20 OF 23             B

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