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BBNE00529_0002_0001-REP-001-1-73 Eumundi-Noosa Rd SMP
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LEGEND
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PROPERTY BOUNDARY
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5
EUMUN
SP305303
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W W PROPOSED WATER MAIN
3
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SP305303
DI-NOO
4
SP298783
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SA RO
AD
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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.
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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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7. PRIOR TO COMMENCEMENT OF ANY VARIATION WORKS, THE CONSTRUCTOR MUST FIRST OBTAIN APPROVAL
SP106085
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FROM THE REGISTERED MAJOR CONNECTIONS CERTIFIER.
AY 4
Y2
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FH
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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.
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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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SP106085
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RP71151
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SP106085
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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. 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
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 23.01.25 OPW APPROVAL RL DATUM PSM 53205 MEASUREMENT BAR - INCREMENTS IN mm 20 OF 23 A
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