1. WATER MAIN ALIGNMENT IS 2.4m FRO

1. WATER MAIN ALIGNMENT IS 2.4m FROM R.P. BOUNDARY UNLESS SHOWN OTHERWISE.

2. ALL WATER MAINS ARE TO BE UPVC SERIES 2 PN 16 (RRJ). ALL WATER MAIN ROAD CROSSINGS TO BE DICL CLASS K9 POLYETHYLENE SLEEVED AS SPECIFIED. MINIMUM COVER TO WATER MAINS SHALL BE :
a) FOOTPATHS : 600mm TO TOP OF PIPE
b) ROAD CROSSINGS : 750mm TO TOP OF PIPE

3. FOR LOCATIONS OF ELECTRICAL ROAD CROSSING CONDUITS REFER ELECTRICAL CONSULTANT'S DRAWINGS.

4. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING SERVICES. ANY DAMAGE TO EXISTING SERVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE RECTIFIED AT HIS EXPENSE.

5. ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NT POWER AND WATER STANDARD SPECIFICATIONS AND DRAWINGS,

6. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION PLANS AND ALL RELEVANT CURRENT NT POWER AND WATER STANDARD DRAWINGS AND SPECIFICATIONS ON SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE.

7. THE CONTRACTOR SHALL MAINTAIN 300mm MINIMUM VERTICAL CLEARANCE FROM ALL EXISTING UTILITIES WHERE CROSSINGS OCCUR.

8. KERB MARKERS ARE TO BE LOCATED DIRECTLY ABOVE WATER SERVICES OR WATER MAINS AT ROAD CROSSINGS, ON EACH SIDE OF THE ROAD AND ALSO ON MEDIAN STRIP KERBS.

9. HYDRANT AND VALVES TO BE IN ACCORDANCE WITH NT POWER AND WATER STD DRAWINGS.

10. FOR CONSTRUCTION PURPOSES THE CONTRACTOR SHALL MAKE HIS OWN ASSESSMENT ON GROUND WATER AND ITS LIKELY AFFECT ON THE WORKS AND MAKE ALL DUE ALLOWANCE IN THE TENDER.

11. FIRE HYDRANT TO BE UNDERGROUND TYPE BS750
EXISTING ROAD
EXISTING WATER
PROPOSED KERB & GUTTER
PROPOSED WATER
PROPOSED FIRE HYDRANT
PROPOSED VALVE
PROPOSED WATER SERVICE
PROPOSED 150 PVC WATER SUPPLY
PROPOSED DRIVEWAYS

1. WATER MAIN ALIGNMENT IS 2.4m FROM R.P. BOUNDARY UNLESS SHOWN OTHERWISE.

2. ALL WATER MAINS ARE TO BE UPVC SERIES 2 PN 16 (RRJ). ALL WATER MAIN ROAD CROSSINGS TO BE DICL CLASS K9 POLYETHYLENE SLEEVED AS SPECIFIED. MINIMUM COVER TO WATER MAINS SHALL BE : 
 a) FOOTPATHS : 600mm TO TOP OF PIPE 
 b) ROAD CROSSINGS : 750mm TO TOP OF PIPE 
 
3. FOR LOCATIONS OF ELECTRICAL ROAD CROSSING CONDUITS REFER ELECTRICAL CONSULTANT'S DRAWINGS.

4. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING SERVICES. ANY DAMAGE TO EXISTING SERVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE RECTIFIED AT HIS EXPENSE.

5. ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NT POWER AND WATER STANDARD SPECIFICATIONS AND DRAWINGS,

6. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION PLANS AND ALL RELEVANT CURRENT NT POWER AND WATER STANDARD DRAWINGS AND SPECIFICATIONS ON SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE.

7. THE CONTRACTOR SHALL MAINTAIN 300mm MINIMUM VERTICAL CLEARANCE FROM ALL EXISTING UTILITIES WHERE CROSSINGS OCCUR.

8. KERB MARKERS ARE TO BE LOCATED DIRECTLY ABOVE WATER SERVICES OR WATER MAINS AT ROAD CROSSINGS, ON EACH SIDE OF THE ROAD AND ALSO ON MEDIAN STRIP KERBS.

9. HYDRANT AND VALVES TO BE IN ACCORDANCE WITH NT POWER AND WATER STD DRAWINGS.

10. FOR CONSTRUCTION PURPOSES THE CONTRACTOR SHALL MAKE HIS OWN ASSESSMENT ON GROUND WATER AND ITS LIKELY AFFECT ON THE WORKS AND MAKE ALL DUE ALLOWANCE IN THE TENDER.

11. FIRE HYDRANT TO BE UNDERGROUND TYPE BS750
EXISTING ROAD
EXISTING WATER
PROPOSED KERB & GUTTER
PROPOSED WATER
PROPOSED FIRE HYDRANT
PROPOSED VALVE
PROPOSED WATER SERVICE
PROPOSED 150 PVC WATER SUPPLY
PROPOSED DRIVEWAYS

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Kết quả (Việt) 1: [Sao chép]

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1. WATER MAIN ALIGNMENT IS 2.4m FROM R.P. BOUNDARY UNLESS SHOWN OTHERWISE.2. ALL WATER MAINS ARE TO BE UPVC SERIES 2 PN 16 (RRJ). ALL WATER MAIN ROAD CROSSINGS TO BE DICL CLASS K9 POLYETHYLENE SLEEVED AS SPECIFIED. MINIMUM COVER TO WATER MAINS SHALL BE : a) FOOTPATHS : 600mm TO TOP OF PIPE b) ROAD CROSSINGS : 750mm TO TOP OF PIPE 3. FOR LOCATIONS OF ELECTRICAL ROAD CROSSING CONDUITS REFER ELECTRICAL CONSULTANT'S DRAWINGS.4. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING SERVICES. ANY DAMAGE TO EXISTING SERVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE RECTIFIED AT HIS EXPENSE.5. ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NT POWER AND WATER STANDARD SPECIFICATIONS AND DRAWINGS, 6. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION PLANS AND ALL RELEVANT CURRENT NT POWER AND WATER STANDARD DRAWINGS AND SPECIFICATIONS ON SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE.7. THE CONTRACTOR SHALL MAINTAIN 300mm MINIMUM VERTICAL CLEARANCE FROM ALL EXISTING UTILITIES WHERE CROSSINGS OCCUR.8. KERB MARKERS ARE TO BE LOCATED DIRECTLY ABOVE WATER SERVICES OR WATER MAINS AT ROAD CROSSINGS, ON EACH SIDE OF THE ROAD AND ALSO ON MEDIAN STRIP KERBS.9. HYDRANT AND VALVES TO BE IN ACCORDANCE WITH NT POWER AND WATER STD DRAWINGS.10. FOR CONSTRUCTION PURPOSES THE CONTRACTOR SHALL MAKE HIS OWN ASSESSMENT ON GROUND WATER AND ITS LIKELY AFFECT ON THE WORKS AND MAKE ALL DUE ALLOWANCE IN THE TENDER.11. FIRE HYDRANT TO BE UNDERGROUND TYPE BS750EXISTING ROADEXISTING WATERPROPOSED KERB & GUTTERPROPOSED WATERPROPOSED FIRE HYDRANTPROPOSED VALVEPROPOSED WATER SERVICEPROPOSED 150 PVC WATER SUPPLYPROPOSED DRIVEWAYS

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Kết quả (Việt) 2:[Sao chép]

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1. NƯỚC CHỦ alignment là 2.4m TỪ RP BOUNDARY TRỪ thể hiện KHÁC. 2. ALL đường ống dẫn nước LÀ TO BE UPVC SERIES 2 PN 16 (RRJ). TẤT CẢ NƯỚC CHÍNH ROAD CROSSINGS ĐƯỢC DICL CLASS K9 polyethylene tay AS QUY ĐỊNH. CHE TỐI THIỂU ĐỂ đường ống dẫn nước SẼ: a) lối đi bộ: 600mm TO TOP OF PIPE b) CROSSINGS ROAD: 750mm TO TOP OF PIPE 3. CHO ĐỊA ĐIỂM CỦA ĐƯỜNG ĐIỆN ống dẫn CROSSING THAM KHẢO VẼ ĐIỆN TƯ VẤN CỦA. 4. CÁC NHÀ THẦU SẼ VỊ VÀ BẢO VỆ TẤT CẢ DỊCH VỤ HIỆN HỮU. THIỆT HẠI CHO DỊCH VỤ HIỆN CÓ SẼ KHÔNG TRÁCH NHIỆM CỦA NHÀ THẦU VÀ SẼ ĐƯỢC CHI PHÍ sửa chữa AT HIS. 5. TẤT CẢ CÁC CÔNG TRÌNH SẼ ĐƯỢC THI CÔNG THEO NT ĐIỆN VÀ NƯỚC SỐ KỸ THUẬT TIÊU CHUẨN VÀ VẼ, 6. CÁC NHÀ THẦU SẼ AN SET PHÊ DUYỆT KẾ HOẠCH XÂY DỰNG VÀ TẤT CẢ LIÊN QUAN HIỆN NT ĐIỆN VÀ NƯỚC VẼ VÀ TIÊU CHUẨN KỸ THUẬT VỀ SITE AT ALL TIMES TRONG GIAI ĐOẠN XÂY DỰNG. 7. CÁC NHÀ THẦU SẼ DUY TRÌ 300mm TỐI THIỂU ĐỨNG QUAN TỪ TẤT CẢ CÁC TIỆN ÍCH HIỆN HỮU NƠI CROSSINGS XẢY RA. 8. MARKERS Kerb LÀ ĐƯỢC ĐẶT TRỰC TIẾP TRÊN CÁC DỊCH VỤ NƯỚC HOẶC đường ống dẫn nước AT ROAD CROSSINGS, ON MỖI MẶT CỦA ĐƯỜNG VÀ CŨNG ON MEDIAN STRIP Kerbs. 9. Vòi VÀ VAN TO BE THEO NT ĐIỆN VÀ NƯỚC STD VẼ. 10. MỤC ĐÍCH XÂY DỰNG NHÀ THẦU SẼ LÀM ĐÁNH GIÁ CỦA RIÊNG CỦA ANH VỀ NƯỚC NGẦM VÀ NÓ CÓ KHẢ NĂNG ẢNH HƯỞNG VỀ CÔNG TRÌNH VÀ LÀM TẤT CẢ PHỤ CẤP DO TRONG TENDER. 11. Chữa cháy TO BE NGẦM TYPE BS750 HIỆN HỮU ĐƯỜNG HIỆN HỮU NƯỚC ĐỀ XUẤT Kerb & Gutter ĐỀ XUẤT NƯỚC ĐỀ XUẤT trụ nước cứu hoả ĐỀ XUẤT VAN ĐỀ XUẤT DỊCH VỤ NƯỚC ĐỀ XUẤT 150 CẤP NƯỚC PVC lối ĐỀ NGHỊ

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Kết quả (Việt) 3:[Sao chép]

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