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240608Opw-b
PROJECT NOTES (NOTE THAT ALL NOTES MAY
STORMWATER DRAINAGE NOTES
SEWERAGE SUPPLY NOTES
NOT APPLY)
WATER SUPPLY NOTES
1. ANY CHANGES SHALL BE APPROVED BY THE 1. ALL WORK AND MATERIALS SHALL BE IN 1. ALL WORK AND MATERIALS SHALL BE IN
ENGINEER IN WRITING PRIOR TO CARRYING OUT ACCORDANCE WITH CURRENT SOUTH EAST ACCORDANCE WITH CURRENT SOUTH EAST
OF THE WORKS QUEENSLAND SEWERAGE CODE SPECIFICATIONS QUEENSLAND WATER SUPPLY CODE
AND STANDARDS. SPECIFICATIONS AND STANDARDS.
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
2. ALL LEVELS TO AHD. LTD
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS
3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS AND WORK SHALL COMPLY WITH THE RELEVANT AND WORK SHALL COMPLY WITH THE RELEVANT RPEQ 4928
NOTED OTHERWISE. AUSTRALIAN STANDARDS. AUSTRALIAN STANDARDS.
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
4. ALL DIMENSIONS AND LEVELS ARE TO BE 3. THE CONSTRUCTION OF THE SEWERAGE WORK 3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS THIS DRAWING REMAINS THE PROPERTY OF
CHECKED ON-SITE BEFORE WORK COMMENCES. SHOWN ON THIS DRAWING SHALL BE SUPERVISED PERMANENT LEVEL. LINDSAY CONSULTING PTY LTD AND IS FOR
BY AN ENGINEER WHO HAS RPEQ REGISTRATION THE SOLE USE OF THE CLIENT. NO PART
5. DIMENSIONS SHALL NOT BE OBTAINED BY AND ENDORCEMENT FROM THE RELEVENT 4. COVER ON MAINS FROM PERMANENT LEVEL TO MAY BE USED IN PART OR WHOLE WITHOUT
SCALING THE DRAWING. AUTHOIRITY . SEWERAGEWORKS NOT COMPLYING BE AS SHOWN IN SEQ-WAT-1200-2. PRIOR EXPRESS WRITTEN CONSENT OF
WITH THIS REQUIREMENT WILL NOT BE
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL
LINDSAY CONSULTING PTY LTD
PERMITTED TO CONNECT INTO THE SEQ SERVICE 5. CONDUITS TO BE INSTALLED IN ACCORDANCE
DRAWINGS PROVIDER SEWERAGE SYSTEM. WITH THE STANDARD DRAWINGS.
CLIENT AND PROJECT DESCRIPTION
7. THE LOCATION AND DEPTH OF ALL SERVICES
SHALL BE VERIFIED ON SITE WITH THE
4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR
MAINTENANCE HOLES SHALL BE CARRIED OUT BY
6. A WATER METER SUPPLIED AT THE DEVELOPER'S
COST, IS TO BE INSTALLED AT THE SERVICE POINT
GJ GARDNER NOOSA
REVLEVANT AUTHORITY PRIOR TO THE THE SEQ SERVICE PROVIDER AT THE OF EACH LOT IN ACCORDANCE WITH THE PROPOSED RESIDENTIAL
COMMENCEMENT OF WORKS DEVELOPER'S COST. STANDARD DRAWING FOR THE SEQ-SP.
DEVELOPMENT
8. DURING CONSTRUCTION BARRIERS, LIGHTS & 5. ALL PIPES AND MATERIALS SHALL COMPLY WITH 7. ALL MATERIALS USED IN THE WORKS SHALL 4-6 HAY STREET,
SIGNS SHALL BE MAINTAINED TO ENSURE SAFE THE REQUIREMENTS OF THE "ACCEPTED COMPLY WITH THE SEQ-SP's ACCEPTED
PASSAGE OF TRAFFIC AND PEDESTRIANS IN PRODUCTS ANDMATERIALS" LIST. PRODUCTS AND MATERIALS LIST OR BE TEWANTIN
ACCORDANCE WITH THE REQUIREMENTS OF THE APPROPRIATELY SHOWN, LISTED AND DEFINED IN
LOCAL AUTHORITY. 6. EACH ALLOTMENT SHALL BE SERVED BY A DN110 THE ENGINEERING SUBMISSION SO THAT THE
PE (OR DN100 PVC) PROPERTY CONNECTION. FOR ALTERNATIVE PRODUCT OR MATERIAL CAN BE
9. ALL WORK AND MATERIALS SHALL BE IN ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, ASSESSED AND IF APPROPRIATE, APPROVED BY
ACCORDANCE WITH CURRENT LOCAL A DN160 PE (OR DN150 PVC) PROPERTY THE SEQ-SP. DRAWING TITLE
AUTHORITIES SPECIFICATIONS AND STANDARDS. CONNECTION SHALL BE PROVIDED.
8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF STANDARD NOTES
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING ALL RELEVANT AUTHORITIES AND
7. PROPERTY CONNECTIONS SHALL BE LOCATED
WITHIN THE PROPERTY AS SHOWN IN THE
WATER MAINS.
CONTINUED
PAYING ALL FEES NECESSARY BEFORE DRAWINGS. 9. TEST/CHLORINATION POINTS TO BE INSTALLED IN
COMMENCING WORK, FOR LOCATING ALL ACCORDANCE WITH STANDARD DRAWING
EXISTING SERVICES AND FOR REPAIR OF ANY 8. PROPERTY CONNECTION BRANCHES SHALL NO.SEQ-WAT-1410-1.
SERVICES DAMAGED AS A RESULT OF THE EXTEND INTO THE PROPERTY A MINIMUM OF 300 SCALES
FOOTPATHS AND PRIVATE PROPERTY SHALL BE mm AND A MAXIMUM OF 750 mm. UNITYWATER 10. THE CONSTRUCTION OF THE WATER
REINSTATED TO THEIR ORIGINAL CONDITION. REQUIRES MINIMUM EXTENSION OF 500 mm INTO RETICULATION WORK SHOWN ON THIS DRAWING
PROPERTY. MUST BE SUPERVISED BY AN ENGINEER WHO HAS
11. ANY OBSOLETE/REDUNANT CIRCUITWAY RPEQ REGISTRATION. WORKS NOT COMPLYING
CROSSINGS AND DRAINAGE OUTLETS FROM THE 9. WHERE PIPES ARE LAID IN FILL, THE FILLING WITH THIS REQUIREMENT WILL NOT BE
KERB AND CHANNEL INCLUDING ASSOCIATED SHALL BE CARRIED OUT IN LAYERS NOT PERMITTED TO CONNECT TO THE RETICULATION
PIPES ACROSS THE FOOTPATH SHALL BE EXCEEDING 300 mm (LOOSE) IN DEPTH AND SHALL SYSTEM.
REMOVED AND THE KERB AND CHANNEL AND BE COMPACTED UNTIL THE COMPACTION IS NOT
FOOTPATH REINSTATED TO THE LOCAL LESS THAN 95% OF THE MATERIALS MAXIMUM
AUTHORITIES CURRENT SPECIFICATIONS AND OR COMPACTION WHEN TESTED IN ACCORDANCE
STANDARDS WITH A.S. 1289 (MODIFIED COMPACTION). TESTING
SHALL BE CARRIED OUT AFTER EACH ALTERNATE
12. THE CONTRACTOR'S ATTENTION IS DRAWN TO LAYER. IN ALL SUCH CASES APPROVAL OF
THE REQUIREMENTS OF THE WORKPLACE HEALTH CONSTRUCTED SEWERS WILL NOT BE ISSUED BY
AND SAFETY ACT 1995. ALL WORK IS TO BE THE SEQ SERVICE PROVIDER UNLESS
SURVEY DATUM
CARRIED OUT IN ACCORDANCE WITH THIS ACT CERTIFICATES ARE PRODUCED CERTIFYING THAT
AND IN PARTICULAR THE CONTRACTOR TO THE REQUIRED COMPACTION HAS BEEN .
ENSURE THE REQUIREMENTS OF THIS ACHIEVED.
SPECIFICATION WITH REGARD TO 'NOTIFICATION
IN RELATION TO A NOTIFIABLE PROJECT ARE 10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR
FULFILLED. STEEPER,BULKHEADS SHALL BE CONSTRUCTED ASSOCIATED CONSULTANTS
IN ACCORDANCE WITH THE SEQ SEWER CODE.
13. BENCHING OF PIT STRUCTURES SHALL HAVE A
SMOOTH FINISHED SURFACE, AND PIPES SHALL 11. THE CONTRACTOR SHALL VERIFY THE LOCATION REPRODUCED AND
NOT PROJECT INSIDE THE SHAFT OF THE PIT. AND DEPTH OF EXISTING SERVICES WITH
RELEVANT AUTHORITIES BEFORE COMMENCING UPDATED FROM
14. STORMWATER DRAINAGE PIPES SHALL BE UPVC
PIPE (MINIMUM SEWER CLASS SN8) TO AS 14. 1260
WORKS.
CONTOUR CONSULTING
OR APPROVED EQUIVALENT. MINIMUM COVER TO
ROOFWATER PIPES SHALL BE 50mm EXCEPT
12. SEWERS SHALL BE DISUSED /ABANDONED IN
ACCORDANCE WITH PROCEDURES SET OUT IN
ENGINEERS APPROVED
WHERE REDUCED COVER IS REQUIRED TO
DISCHARGE TO THE KERB AND CHANNEL.
THE SEQ SEWER CODE.
OPW DRAWINGS FOR
15. MINIMUM PIPE GRADES FOR STORMWATER AS
13. BENCH MARK AND LEVELS TO AHD.
PROJECT 3045 FOR OPW
3500 PART 3: PIPES SHALL COMPLY WITH - 1.0%
(MIN) GRADE FOR PIPES < 150 DIA. - 0.5% (MIN)
14. EXISTING ALLOTMENTS REQUIRING A PROPERTY
CONNECTION FROM EXISTING SEWERS SHALL BE
22/0218 APPROVED 31
GRADE FOR PIPES > 150 BUT < 375 DIA. PROVIDED BY THE SEQ SERVICE PROVIDER AT
THE DEVELOPERS COST.
OCT 2022
16. CONCRETE CIRCUITWAY AND PARKING AREAS
SHALL BE CONSTRUCTED WITH 32 MPa
17. REFER HYDRAULIC DRAWINGS FOR SANITARY
DRAINAGE LAYOUTS.
REVISION LIST
18. COMPACTION OF MATERIAL UNDER CONCRETE A ORIGINAL ISSUE 15/10/24
CIRCUITWWAYS AND PARKING AREAS SHALL BE (i) B OVERLAND FLOW PATHS ADDED 18/12/24
75% MINIMUM DENSITY FOR COHESIONLESS
MATERIAL (AS 1289 E5.1) AND (ii) 90% RELATIVE
DRY DENSITY (STD COMP.) FOR MATERIAL OTHER
THAN (i)
Computer File
240608OW.DWG
DRAWING NUMBER SHEET REV.
24-0608-C2 2 B
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