Original source · versioned page text
20220206 48 Elm St SWMP
Original PDF page 30, section 1. The text section number identifies this passage in the reader.
dWM
dWM
dTU
dOF
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.
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dE
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT
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d OF
AUSTRALIAN STANDARDS.
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dE
3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
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4. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF
dTU
dOF
THELOT IN ACCORDANCE WITH THE REQUIREMENTS OF SYDNEY WATER.
dE
dWM
5. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.
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dE
6. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED
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dOF
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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dE
dWM
SEWER AND WATER NOTES
dTU
dOF
(D)
T REET (D)
1. REFER HYDRAULIC DRAWINGS FOR INTERNAL DETAILS AND CONNECTIONS.
PEARL S
dE
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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dOF
dE
(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.
dE
dS
dWM
dS
dTU
dOF
dS 5. ALL WORKS ASSOCIATED WITH LIVE SEWER OR WATER SERVICES AND MAINTENANCE HOLES SHALL BE
dS
dS dE CARRIED OUT BY SYDNEY WATER OR AN APPROVED AND LICENSED CONTRACTOR AT THE PRINCIPAL
(D)
dS dE
dE
dWM
dS dE CONTRACTORS COST.
dS dE
dE
dS dE 6. THE MINIMUM GRADE FOR ALL SEWER PIPES SHALL BE
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dE
dTU
dOF
dE
(D)
dE 6.1. Ø100mm - 1 IN 60
dE
dE 6.2. Ø150mm - 1 IN 150
dE
dE dWM 6.3. Ø225mm - 1 IN 290
dWM
dE PROVIDE NEW WATER SERVICE.
dE REFER TO HYDRAULIC CONSULTANT dWM 6.4. Ø300mm - 1 IN 420
dE
(D)
dE dTU dWM
dE
dE DRAWINGS FOR DETAILS
dS
dTU
dWM
dOF
dE dWM
dTU
dE 7. SEWERS HAVING GRADE EXCEEDING 1 IN 20 SHALL REQUIRE BULKHEADS/TRENCHSTOPS.
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dTU
dE
dWM
dTU
dE
(D)
dE
dTU
dE dWM 8. WHERE SEWERAGE IS TO CONNECT INTO EXISTING SEWER MAINS, THE CONTRACTOR MUST VERIFY THE
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dE
dTU
dE dWM LOCATION AND LEVELS OF THE CONNECTION POINT PRIOR TO COMMENCING WORKS.
dE
dTU
dWM
/
dS
dE dTU
dWM
dTU
dE
dOF
10
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dE
/
dTU
dWM 9. PIPE EMBEDMENT SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 300MM LOOSE DEPTH TO A MINIMUM 95%
(D)
dE dTU
dE dWM MAXIMUM COMPACTION AS PER AS 1289.
/
dE
dTU
dE dWM
dE (D)
dTU
dE dWM
dWM
/
dTU
dE dWMWM 10. ALL SEWER AND MAINTENANCE STRUCTURES SHALL BE INSPECTED BY CCTV AFTER ALL BACKFILLING
(D)
dS
dE
(D)
dTU
dE dWM OPERATIONS ARE SATISFACTORILY COMPLETED AND ALL JUNCTIONS INSTALLED. THE CONTRACTOR SHALL
/
dTU
dTU
dOF
dWM O
(D)
dWM
O
VERIFY THAT THE PIPE IS WITHOUT ANY CONSTRUCTION DEFECTS, THERE ARE NO OBSTRUCTIONS TO FLOW
dE dTU O O
dWM O O
/
O O
(D)
dTU O
dE dTU dWM O O O O
AND ALL APPROVED JUNCTIONS ARE IN THE RIGHT LOCATION. THE CONTRACTOR SHALL PROVIDE THIS
dE
O O
dWM
O
(D)
O
/
dE dTU O O O O
(D) PROVIDE NEW CONNECTION TO INSPECTION TO THE AUTHORITY UPON REQUEST.
dWM O O
dS
O O
O
dWM
O
(D) EXISTING SEWER. REFER TO
/
O O
O O / /
O
/
dWM
O
11. WHERE A SEWER IS TO BE CONSTRUCTED UNDER AN EXISTING OR PROPOSED STORMWATER PIPE ≥ Ø375MM
/
O
/
/
/
O
HYDAULIC CONSULTANT DRAWINGS
dTU
O
/
O
dOF
/
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