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Att 4 Sewer and Water for information
WATER SUPPLY NETWORK WORKS GENERAL NOTES WATERMAIN NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE
1. ALL DESIGN OF WATER SUPPLY NETWORK WORKS WITH CURRENT SOUTH EAST QUEENSLAND WATER ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
SHALL BE IN ACCORDANCE WITH THE WATER SUPPLY SUPPLY CODE SPECIFICATIONS AND STANDARDS. CURRENT SEQ WATER SUPPLY CODE SPECIFICATIONS AND
CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND STANDARDS.
PROVIDERS EDITION VERSION 1.3 (AUGUST 2019), PART 1: WORK SHALL COMPLY WITH THE RELEVANT
PLANNING AND DESIGN AND PART 3: DRAWINGS. AUSTRALIAN STANDARDS. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK
2. 3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN
3. ALL CONSTRUCTION OF WATER SUPPLY NETWORK
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PERMANENT LEVEL. STANDARDS.
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WORKS SHALL BE IN ACCORDANCE WITH THE WATER 4. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS
SUPPLY CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SHOWN IN SEQ-WAT-1200-2. ADOPT LIP OF KERB AS PERMANENT LEVEL.
SERVICE PROVIDERS EDITION VERSION 1.3 (AUGUST 2019), 5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH
PART 2: CONSTRUCTION AND PART 3: DRAWINGS.
T
IN
UM CR THE STANDARD DRAWINGS. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS
ATER MA
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FOLLOWS;
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6. A WATER METER SUPPLIED AT THE DEVELOPER'S
4. ALL PRODUCTS AND MATERIALS USED IN COST, IS TO BE INSTALLED AT THE SERVICE POINT OF 90, 125 & 180 NOMINAL DIAMETER PIPE - 600mm
CONSTRUCTION OF WATER SUPPLY NETWORK WORKS EACH LOT IN ACCORDANCE WITH THE STANDARD 200, 315 & 355 NOMINAL DIAMETER PIPE - 1000mm
CW
SHALL BE IN ACCORDANCE WITH THE SOUTH EAST DRAWING FOR THE SEQ-SP.
G
QUEENSLAND CODE ACCEPTED CIVIL INFRASTRUCTURE 7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY
GHOST
100Ø uPV
CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE
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PRODUCTS AND MATERIAL LIST, AND THE MOST RECENT WITH THE SEQ-SP's ACCEPTED PRODUCTS AND
MATERIALS LIST OR BE APPROPRIATELY SHOWN, STANDARD DRAWINGS.
VERSION OF THE LIST IN EFFECT AT THE DATE OF THE
CONSTRUCTION PRE-START MEETING. LISTED AND DEFINED IN THE ENGINEERING
EXISTING
SUBMISSION SO THAT THE ALTERNATIVE PRODUCT OR DEPTH OF HYDRANTS TOP BELOW FINISHED SURFACE LEVEL
MATERIAL CAN BE ASSESSED AND IF APPROPRIATE, IS TO BE BETWEEN 75 AND 225mm.
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5. CONSTRUCTION WORKS SHALL BE SUPERVISED BY APPROVED BY THE SEQ-SP.
AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT 8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER ALL WORK ASSOCIATED WITH LIVE WATER MAIN
W COMPLYING WITH THIS REQUIREMENT WILL NOT BE MAINS. CONNECTIONS TO BE CARRIED OUT BY UNITYWATER AT THE
PERMITTED TO CONNECT INTO UNITYWATER'S WATER 9. TEST/CHLORINATION POINTS TO BE INSTALLED IN DEVELOPERS COST.
SUPPLY NETWORK. ACCORDANCE WITH STANDARD DRAWING
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NO.SEQ-WAT-1410-1. DUCTILE IRON CEMENT LINED PIPES SHALL BE CLASS PN35
R ST
10. THE CONSTRUCTION OF THE WATER RETICULATION AND FITTINGS SHALL BE PN16 AND COMPLY WITH AS/NZS
6. ALL LIVE WORKS ASSOCIATED WITH THE WATER
WORK SHOWN ON THIS DRAWING MUST BE 2280 AND AS 4087 AND COMPLY TO THE SEQ CODE
IN
SUPPLY NETWORK SHALL BE CARRIED OUT AT THE
SUPERVISED BY AN ENGINEER WHO HAS RPEQ
ATER MA
DEVELOPER'S COST BY QUOTATION REQUEST TO ACCEPTED CIVIL INFRASTRUCTURE APPROVED PRODUCTS
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BUTLE
REGISTRATION. WORKS NOT COMPLYING WITH THIS LIST. COLOUR SHALL BE BLUE PE SLEEVING OR BLUE
UNITYWATER PRIVATE WORKS ONLY.
REQUIREMENT WILL NOT BE PERMITTED TO CONNECT COATING.
TO THE RETICULATION SYSTEM.
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7. THE CONSTRUCTOR SHALL VERIFY THE LOCATION TRENCH BACKFILL MATERIAL SHALL CONSIST OF THE BEST
200Ø AC
AND DEPTH OF EXISTING SERVICES WITH RELEVANT ASSET ENVIRONMENTAL CONDITIONS MATERIAL FROM TRENCH EXCAVATION, FREE OF ORGANIC
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OWNERS AND AUTHORITIES BEFORE COMMENCING MATTER, WITH PARTICLE SIZE NOT EXCEEDING 75mm.
WORKS. VEGETATION PROTECTION
EXISTING
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND
TRANSPLANTED PRIOR TO CONSTRUCTION, OR ARRANGE TRENCH FILL COMPACTION TESTING TO BE
8. PRIOR TO COMMENCEMENT OF ANY VARIATION CARRIED OUT BY A NATA CERTIFIED TEST LABORATORY AND
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WORKS, THE CONSTRUCTOR MUST FIRST OBTAIN REPLACED IF DESTROYED. SHALL BE IN ACCORDANCE WITH SEQ WS&S D&C CODE,
APPROVAL FROM THE REGISTERED MAJOR CONNECTIONS B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR PART WSA03-2011 V3.1 -19.3.1, 19.3.2.1 & 19.3.2.5
CERTIFIER. HARDWOOD GIRDLES SHALL BE CONSTRUCTED WITH
1.8m BATTENS CLOSELY SPACED AND ARRANGED THE CONTRACTOR SHALL ARRANGE AN INDEPENDENT
LICENSED SURVEYOR TO CARRY OUT A "WORKS AS
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VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE CONSTRUCTED" SURVEY AND SUBMIT THE DETAILS SHOWN
STRAPPED TO TREES PRIOR TO CONSTRUCTION AND ON PLAN TO THE SUPERINTENDENT AT COMPLETION OF
REMAIN UNTIL COMPLETION. CONSTRUCTION. "WORKS AS CONSTRUCTED" TO BE
C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER PROVIDED IN THE FORMAT REQUIRED BY THE SERVICE
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PROVIDER (UNITYWATER).
THAN SEVERED. IF ROOTS ARE SEVERED THE
DAMAGED AREA SHALL BE TREATED WITH A SUITABLE THE CONSTRUCTION OF THE WATER MAINS WORK SHOWN
W FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST ON THIS DRAWING MUST BE SUPERVISED BY AN ENGINEER
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FOR FURTHER ADVICE. WHO HAS RPEQ REGISTRATION AND AN ACCREDITED
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W UNITYWATER CONSTRUCTION CERTIFIER. WORKS NOT
D. ANY TREE LOPPING REQUIRED SHOULD BE
LOCATION OF WORKS UNDERTAKEN BY AN APPROVED ARBORIST.
COMPLYING WITH THIS REQUIREMENT WILL NOT BE
PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
SOIL
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A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED
SEPARATELY.
WW B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM
ENTERING THE STORMWATER SYSTEM. THIS MAY
INVOLVE PLACING APPROPRIATE SEDIMENT CONTROLS
AROUND STOCKPILES
LOCALITY PLAN CREEK CROSSINGS
NTS A. SILTATION CONTROL MEASURES SHALL BE PLACED
DOWNSTREAM OF ANY EXCAVATION WORK.
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED
TO PREVENT SEDIMENT FROM ENTERING THE CREEK.
C. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE D 05.04.23 FOR APPROVAL TJ SR
CREEK.
C 13.03.23 FOR APPROVAL DG SR
REHABILITATION
A. PREDISTURBANCE SOIL PROFILES AND COMPACTION B 07.12.22 FOR INFORMATION DG SR
LEVELS SHALL BE REINSTATED. A 08.11.22 FOR INFORMATION DG SR
B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE ISSUE DATE AMENDMENT BY APP
RESTORED. COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
ALL WORKS ON EXISTING WATER MAINS TO BE CARRIED WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
OUT BY UNITYWATER PRIVATE WORKS AT THE
DEVELOPER'S EXPENSE
ABN: 39 062 191 799 P: 61 7 3335 4555
DEVELOPMENT DETAILS 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
CLIENT:
NAME OF ESTATE 5 LOT SUBDIVISION ALL WATER AND SEWER CONSTRUCTION WORK SHALL
NOT FOR CONSTRUCTION
ENDEAVOUR FOUNDATION
COMPLY WITH ALL APPLICABLE WORKPLACE HEALTH
AND SAFETY LEGISLATION 1 INTO 5 LOT SUBDIVISION
STREET 83 BUTLER STREET
83 BUTLER STREET TEWANTIN
QLD, 4565
SUBURB TEWANTIN UNITY WATER
ACCREDITATION & CERTIFICATION SCHEME
WATER RETICULATION
FILE REF. WATER APPROVAL REF. NUMBER: - COVER SHEET
ACCREDITED ENTITY: MPN CONSULTING PTY LTD CONSULTANT: MPN CONSULTING PTY LTD
DELEGATE UNITYWATER DESIGN: DG DRAWN: DG SCALES: AS SHOWN
(ACR / AE 2021-069) CONTACT: LACHLAN STEPHENSON CHKD: SR APPRD: LS DATE: 05.04.23
APPROVAL DATE REGISTER CERTIFIER: SHAUN SWENSON (ACR / MAJ 2021-082)
(RPEQ 16903) mpn JOB DRAWING No. REV
TELEPHONE: (07) 3335 4595
SIGNATURE:
DATE 05.04.23
9279 WR.0.01 D
CONTACT DETAILS: 07 3335 4505
FOR APPROVAL
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