Council archive · source document
Approved Amended Plans OPW24/0043
Plans and drawings: the text below has words only, no drawings.
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
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dE GENERAL NOTES
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1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT BLACKTOWN CITY COUNCIL AND
SYDNEY WATER SPECIFICATIONS AND STANDARDS.
APPROVED PLAN
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2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT
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OPW24/0043 AUSTRALIAN STANDARDS.
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NOOSA COUNCIL 3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
16 JANUARY 2025 4. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF
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THELOT IN ACCORDANCE WITH THE REQUIREMENTS OF SYDNEY WATER.
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5. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.
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6. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED
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BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL
NOT BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM
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SEWER AND WATER NOTES
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(D)
TR EET (D)
1. REFER HYDRAULIC DRAWINGS FOR INTERNAL DETAILS AND CONNECTIONS.
PEARL S
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0.000
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2. REFER ARCHITECTURAL PLANS FOR DIMENSION SETOUT DETAILS.
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3. CONTRACTOR TO POT HOLE TO LOCATE ALL SERVICES AND CONFIRM DEPTH PRIOR TO COMMENCING WORKS
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(D)
AND TO ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE REQUIRED LEVELS.
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4. ANY DISCREPANCIES BETWEEN THESE PLANS AND ARCHITECTURAL OR HYDRAULIC PLANS ARE TO BE
(D)
REFERRED TO THE ENGINEER IMMEDIATELY.
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dS 5. ALL WORKS ASSOCIATED WITH LIVE SEWER OR WATER SERVICES AND MAINTENANCE HOLES SHALL BE
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dS dE CARRIED OUT BY SYDNEY WATER OR AN APPROVED AND LICENSED CONTRACTOR AT THE PRINCIPAL
(D)
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dS dE CONTRACTORS COST.
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dS dE 6. THE MINIMUM GRADE FOR ALL SEWER PIPES SHALL BE
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(D)
dE 6.1. Ø100mm - 1 IN 60
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dE 6.2. Ø150mm - 1 IN 150
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dE 6.3. Ø225mm - 1 IN 290
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dE PROVIDE NEW WATER SERVICE.
dE REFER TO HYDRAULIC CONSULTANT dWM 6.4. Ø300mm - 1 IN 420
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(D)
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dE DRAWINGS FOR DETAILS
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dE 7. SEWERS HAVING GRADE EXCEEDING 1 IN 20 SHALL REQUIRE BULKHEADS/TRENCHSTOPS.
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(D)
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dE dWM 8. WHERE SEWERAGE IS TO CONNECT INTO EXISTING SEWER MAINS, THE CONTRACTOR MUST VERIFY THE
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dE dWM LOCATION AND LEVELS OF THE CONNECTION POINT PRIOR TO COMMENCING WORKS.
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/
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10
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/
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dWM 9. PIPE EMBEDMENT SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 300MM LOOSE DEPTH TO A MINIMUM
(D)
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dE dWM 95% MAXIMUM COMPACTION AS PER AS 1289.
/
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dE dWMWM 10. ALL SEWER AND MAINTENANCE STRUCTURES SHALL BE INSPECTED BY CCTV AFTER ALL BACKFILLING
(D)
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(D)
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dE dWM OPERATIONS ARE SATISFACTORILY COMPLETED AND ALL JUNCTIONS INSTALLED. THE CONTRACTOR SHALL
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(D)
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VERIFY THAT THE PIPE IS WITHOUT ANY CONSTRUCTION DEFECTS, THERE ARE NO OBSTRUCTIONS TO FLOW
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(D)
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AND ALL APPROVED JUNCTIONS ARE IN THE RIGHT LOCATION. THE CONTRACTOR SHALL PROVIDE THIS
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(D)
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(D) PROVIDE NEW CONNECTION TO INSPECTION TO THE AUTHORITY UPON REQUEST.
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(D) EXISTING SEWER. REFER TO
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O
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11. WHERE A SEWER IS TO BE CONSTRUCTED UNDER AN EXISTING OR PROPOSED STORMWATER PIPE ≥ Ø375MM
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