Original source · versioned page text
RFI - Attachment 2 - Engineering Plans
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT NOOSA SHIRE COUNCIL AND UNITY WATER SPECIFICATIONS AND
STANDARDS.
N
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.
3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
4. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF THELOT IN ACCORDANCE WITH
10
3
113 THE REQUIREMENTS OF SYDNEY WATER.
5. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.
3
11
656.809
650.000
640.000
105
6. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED BY AN ENGINEER WHO HAS
630.000
620.000
610.000
RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT TO THE RETICULATION
0
600108
.00
SYSTEM
00
0.0
59
0
00
0.
58
SEWER AND WATER NOTES
00
0.0
57
560
.00
0 PROVIDE STUB 1. REFER HYDRAULIC DRAWINGS FOR INTERNAL DETAILS AND CONNECTIONS.
CONNECTION FOR
SEWERAGE
.0 00
550
2. REFER ARCHITECTURAL PLANS FOR DIMENSION SETOUT DETAILS.
S
103
W S
.000
110
540
000
3. CONTRACTOR TO POT HOLE TO LOCATE ALL SERVICES AND CONFIRM DEPTH PRIOR TO COMMENCING WORKS AND TO ENSURE THAT ALL
NEW WORKS ARE IN ACCORDANCE WITH THE REQUIRED LEVELS.
530.
000
520.
4. ANY DISCREPANCIES BETWEEN THESE PLANS AND ARCHITECTURAL OR HYDRAULIC PLANS ARE TO BE REFERRED TO THE ENGINEER
IMMEDIATELY.
0
510.00
5. ALL WORKS ASSOCIATED WITH LIVE SEWER OR WATER SERVICES AND MAINTENANCE HOLES SHALL BE CARRIED OUT BY SYDNEY WATER
500.000
OR AN APPROVED AND LICENSED CONTRACTOR AT THE PRINCIPAL CONTRACTORS COST.
W
490.
000 PROVIDE STUB
CONNECTION FOR
S
6. THE MINIMUM GRADE FOR ALL SEWER PIPES SHALL BE
WATER
480
.000
470.
6.1. Ø100mm - 1 IN 60
6.2. Ø150mm - 1 IN 150
000
460.000
6.3. Ø225mm - 1 IN 290
450.000
NEW Ø150 uPVC 6.4. Ø300mm - 1 IN 420
S
GRAVITY SEWER LINE
S
7. SEWERS HAVING GRADE EXCEEDING 1 IN 20 SHALL REQUIRE BULKHEADS/TRENCHSTOPS.
440.000
W
430.000
8. WHERE SEWERAGE IS TO CONNECT INTO EXISTING SEWER MAINS, THE CONTRACTOR MUST VERIFY THE LOCATION AND LEVELS OF THE
W
420.000
CONNECTION POINT PRIOR TO COMMENCING WORKS.
105
S
S
8
10
410.000
9. PIPE EMBEDMENT SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 300MM LOOSE DEPTH TO A MINIMUM 95% MAXIMUM COMPACTION
400.000 AS PER AS 1289.
W
CONNECT NEW SEWER LINE 390.000
10. ALL SEWER AND MAINTENANCE STRUCTURES SHALL BE INSPECTED BY CCTV AFTER ALL BACKFILLING OPERATIONS ARE SATISFACTORILY
INTO EXISTING 'LIVE' GRAVITY
COMPLETED AND ALL JUNCTIONS INSTALLED. THE CONTRACTOR SHALL VERIFY THAT THE PIPE IS WITHOUT ANY CONSTRUCTION
S
SEWER MANHOLE UNDER 380.000
DEFECTS, THERE ARE NO OBSTRUCTIONS TO FLOW AND ALL APPROVED JUNCTIONS ARE IN THE RIGHT LOCATION. THE CONTRACTOR
W
SUPERVISION OF COUNCIL AND
S
SHALL PROVIDE THIS INSPECTION TO THE AUTHORITY UPON REQUEST.
SUPERINTENDENT
370.000
S
W
11. WHERE A SEWER IS TO BE CONSTRUCTED UNDER AN EXISTING OR PROPOSED STORMWATER PIPE ≥ Ø375MM OR THROUGH AN UNLINED
360.000
S
OPEN DRAIN OR CHANNEL, THE SEWER IS TO BE CONCRETE ENCASED. ENCASEMENT SHALL EXTEND AT LEAST 1M EACH SIDE OF THE
110
350.000
PIPE OR CHANNEL WITH CLEARANCE TO OTHER SERVICES MEASURED FROM THE OUTSIDE OF THE ENCASEMENT.
W
340.000
12. ALL SANITARY HYDRAULICS AND WATER RETICULATION IS TO BE IN ACCORDANCE WITH AS3500, SYDNEY WATER SPECIFICATIONS AND
S
330.000
COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING RELEVANT JURISDICTION.
320.000
13. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO COMMENCING WORK.
310.000
14. WATER MAINS SHOULD ALWAYS CROSS OVER SEWER AND STORMWATER DRAINS TO AVOID RISK OF BACKFLOW CONTAMINATION
W
S
300.000
WHEREVER POSSIBLE.
W
15. SEWER MUST MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 500MM BELOW A WATER MAIN AND SHALL BE OFFSET BY A MINIMUM
290.000
S
HORIZONTAL CLEARANCE OF 1000MM.
10
5
105 280.000
W
W 16. WATER MAINS ARE TO BE FLUSHED, CHLORINATED AND PRESSURE TESTED AFTER INSTALLATION. THE CONTRACTOR SHALL PROVIDE
S
270.000
W THE RESULTS OF THESE TESTS TO THE SUPERINTENDANT PRIOR TO ON-MAINTENANCE INSPECTIONS.
260.000
W
250.000
17. CLEAN OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH
EITHER BRASS OR CAST-IRON COVERS.
W
240.000
108
230.000
18. ALL IN-GROUND VALVES SHALL BE IN APPROVED CONCRETE PATH BOXES IN ACCORDANCE WITH THE AUTHORITIES REQUIREMENTS.
S
W
19. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS ARE TO BE WRAPPED IN AN APPROVED FLEXIBLE JOINT WRAPPING.
220.000
210.000
20. ALL SERVICES ARE TO BE PROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITY RESPONSIBLE FOR THE SERVICE.
W
108
200.000
S
190.000
S
180.000
S
W
170.000
S
160.000
S
150.000
S
S
140.000
W
130.000
W
8
10
120.000
110.000
LEGEND
W
S
100.000
S EXISTING WATER SERVICE
W
90.000
3
11
W EXISTING WATER MAINS
80.000
70.000
108
W
W EXISTING WATER VALVE
60.000
S
W EXISTING 'LIVE' SEWER CHAMBER
W W
50.000
W W
S EXISTING SEWERAGE LINE
40.000
00
20.000
.0
10.000
30
0.000
W
NOTE:
115
PROPOSED SEWER CHAMBER
W
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND
S PROPOSED SEWER LINE
LOCATE ALL SERVICES ON SITE AND WITHIN THE WORKS AREA
W FOOTPRINT. WHERE ANY DISCREPANCIES OCCUR BETWEEN THE
W PROPOSED WATER LINE
W INDICATED POSITIONS AND LEVELS AND THE LOCATED SERVICES,
UNDERGROUND ELECTRICITY RECOR IS TO BE NOTIFIED AS SOON AS POSSIBLE.
113
11
5
W
W
W
W W
108
CLIENT DETAILS: PROJECT NAME:
W
PROJECT ADDRESS: APPROVED BY:
PROPOSED SOCIAL HOUSING DEVELOPMENT
TITLE: STATUS:
W
55 CARPENTERS ROAD SEWER AND WATER FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA CONNECTION LAYOUT CONSTRUCTION
RPEQ: 20693
PLAN
W
75 NOOSA DRIVE
01 05/09/22 FOR APPROVAL ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:1500 DATE: 05/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
050 21020 A1 01
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (RFI - Attachment 2 - Engineering Plans.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.