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Part C - Attachments E to G
Attached to the e-mail Other Change Application – 132002.220285.5.
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STAR CAR WASH NOOSA CIVIC
HYDRAULIC SERVICES
OWNERS NAME: QUEENSLAND INVESTMENT CORPORATION
RPD: LOT 3 ON SP246584
These plans have been designed to and comply with :
AS/NZS. 3500.1 :2015
AS/NZS. 3500.2 :2015
AS/NZS. 3500.3 :2015
AS/NZS. 3500.4 :2015
GENERAL NOTES WATER SUPPLY NOTES
1. ALL SANITARY DRAINAGE & PLUMBING IS DESIGNED TO, INSTALLED, TESTED AND LABELED IN ACCORDANCE WITH AS/NZS 1. COLD WATER AND HOT WATER TO INDIVIDUAL POINTS IS TO BE 15Ø UNLESS NOTED OTHERWISE.
3500.2:2015 AND THE PLUMBING CODE OF AUSTRALIA REQUIREMENTS.
2. ALL WATER SUPPLY IS TO BE DESIGNED, INSTALLED, TESTED AND LABELLED IN ACCORDANCE WITH AS/NZS 3500.1:2015, AS/NZS
2. OBTAIN ALL NECESSARY APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION AND PAY ALL FEES DUE. 3500.4:2015 AND THE PLUMBING CODE OF AUSTRALIA REQUIREMENTS.
3. ALL TRADE WASTE DRAINAGE AND ASSOCIATED PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH THE LOCAL AUTHORITIES 3. COLD WATER TO MORE THAN ONE POINT SHALL BE 20Ø OR GREATER.
TRADE WASTE MANAGEMENT PLAN.
4. IN NO CASE SHALL A 15Ø COLD BRANCH EXCEED 3m IN LENGTH.
4. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION AND THE REQUIREMENTS OF
ALL RELEVANT AUSTRALIAN STANDARDS. 5. INSTALL COLD WATER CONTROLS AND PIPING ON THE INLET SIDE OF A HOT WATER UNIT TO COMPLY WITH AS 3500.4 AND IN
Drawing Style:
ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY. WHERE HOT WATER UNITS ARE LOCATED IN CEILING SPACE
5. ENSURE INVERT LEVELS AND SUFFICIENT COVER TO ALL SERVICES ARE OBTAINABLE PRIOR TO COMMENCEMENT. ISOLATION VALVE TO BE BELOW CEILING.
6. THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED PLUMBING AND DRAINAGE INSTALLATION. USE 6. PROVIDE A PRESSURE LIMITING VALVE AND A COLD EXPANSION VALVE TO EACH HOT WATER UNIT. In strata water
DIMENSIONED ARCHITECTURAL DRAWINGS FOR SET OUT OF PENETRATIONS RELATING TO PLUMBING FIXTURES. IT IS THE
RESPONSIBILITY OF THE INSTALLER TO COORDINATE THE ON-SITE INSTALLATION WITH OTHER SERVICES INSTALLATIONS AND THE 7. POSITION SERVICES IN CEILING SPACES AND WALL FRAMING UNLESS NOTED OTHERWISE.
LIKE.
SITE 8. WATER SUPPLY PIPE SIZES SPECIFIED ON THESE DRAWINGS ARE BASED ON CALCULATIONS FOR PIPES HAVING EQUIVALENT Out of strata
7. THE CONTRACTOR SHALL CONFER WITH THE LOCAL AUTHORITY AND PUBLIC UTILITIES TO ASCERTAIN THE LOCATION AND THE DIMENSIONAL AND FLOW CHARACTERISTICS TO THAT OF TYPE B COPPER TUBE. WHERE ALTERNATIVE MATERIALS ARE USED, AN drainage
DEPTH OF ANY AND ALL EXISTING SERVICES WITHIN AND EXTERNAL TO THE PROPERTY WHETHER DOCUMENTED OR OTHERWISE. EQUIVALENT PIPE SIZE APPROPRIATE TO THE MATERIAL BEING USED SHALL BE SELECTED. IN NO CASE SHALL THE INTERNAL DIAMETER
OF ANY ALTERNATE PIPE MATERIAL BE LESS THAN THE MINIMUM BORE SPECIFIED IN AS/NZS 3500.1:2015 APPENDIX B.
8. 'AS-CONSTRUCTED' DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL CHANGES TO This drawing is confidential and is not to be reproduced in any form
THE ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF 'AS-CONSTRUCTED' DRAWINGS INCLUDING A SUBMETER as a whole or in part without the express written authority of
Plumbing Design & drafting pty ltd.
TABLE TO THE LOCAL SERVICE PROVIDERS REQUIREMENTS. PUMPS note: symbols are drawn in the correct position but are not to scale
9. AS A CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE AND SHALL BE DEEMED TO BE FULLY AWARE OF THE SITE 1. ALL PUMPS INSTALLED ON THIS PROJECT ARE TO HAVE 'WATERMARK' APPROVAL
CONDITIONS. ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGE OF THE SITE CONDITIONS SHALL NOT BE North Point:
Design: Mark Laverick
ACCEPTED.
NON-DRINKING WATER PIPEWORK MARKING AND LABELLING Checked: Mark Laverick
10. ALL HOT AND COLD WATER SERVICES WITHIN A CONCRETE SLAB OR CONCRETE FILLED WALL SHALL BE ONE OF THE FOLLOWING
MATERIALS. TYPE 'B' COPPER, TYPE 'B' COPPER ALLOY, STAINLESS STEEL, POLYBUTYLENE, CROSS-LINKED POLYTHYLENE OR
POLYETHYLENE AND SHALL BE FULLY RETRIEVABLE ENCASED IN CONDUIT FOR THE FULL DISTANCE.
1. NON-DRINKING PIPEWORK TO BE IDENTIFIED AND INSTALLED IN ACCORDANCE WITH AS.3500.1:2015 SECTION 9 N Drawn: Jo Arnold
Plotted by: 'jarnold'
150/100 Plot date: 13 Dec, 2017 - 7:49am
11. JOINTS IN PRESSURED WATER SERVICE PIPES UNDER FLOOR SLABS ARE NOT PERMITTED.
Issue Date Amendment Int. App.
12. ALL IN-GROUND VALVES SHALL BE ENCLOSED IN APPROVED PATH BOXES. WARNING 1 08.12.17 PRELIMINARY ISSUE JA ML
13. ALL PLUMBING SERVICES THAT PENETRATE BUILDING ELEMENTS REQUIRED TO HAVE A FIRE RESISTANCE LEVEL, MUST BE INSTALLED NOT FOR A 13.12.17 ISSUE FOR APPROVAL JA ML
SO THAT THE FIRE RESISTING PERFORMANCE OF THE BUILDING ELEMENT IS NOT IMPAIRED.
DRINKING
14. ALL SANITARY DRAINAGE SHALL BE [email protected]% FALL UNLESS NOTED OTHERWISE.
LOCALITY PLAN
225/150
15. ALL STORMWATER DRAINAGE SHALL BE MINIMUM 100Ø @ 1% FALL UNLESS NOTED OTHERWISE.
NOT TO SCALE
16. MINIMUM SIZE OF ACCESS PANELS SHALL BE 600mm X 300mm.
DRAWING SCHEDULE 17. DIMENSIONED ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER SCALED HYDRAULICS DRAWINGS.
DRAWING No. LEVEL SERVICES
18. THE HYDRAULIC SERVICES CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE MECHANICAL AND
17151-H-01 LEGEND, NOTES AND LOCALITY PLAN ALL SERVICES AIR-CONDITIONING SERVICES ON SITE.
17151-H-02 SITE PLAN, GROUND LEVEL AND ROOF PLAN ALL SERVICES 19. PROTECT ALL PIPEWORK SUBJECT TO VEHICULAR DAMAGE WITH PIPE GUARDS OR BOLLARDS AS APPROPRIATE.
20. ALL PIPEWORK SHALL BE IDENTIFIED IN ACCORDANCE WITH AS1345. IDENTIFICATION MARKINGS SHALL BE INSTALLED AT
DISTANCES NOT EXCEEDING 3.000MM AND SHALL BE ON EITHER SIDE OF WALLS ETC. TO ENABLE INSTANT RECOGNITION.
NON-DRINKING HOSE TAP SIGNAGE
NOT TO SCALE
MATERIALS
HOT & COLD WATER: MATERIALS AND PRODUCTS USED IN THE INSTALLATION OF HOT & COLD WATER SUPPLY SYSTEMS FOR
THIS PROJECT SHALL COMPLY WITH AS/NZS 3500.1:2015 (SECTION 2) AND ALL RELEVANT STATUTORY DRAINAGE SERVICES
REQUIREMENTS.
1. WHERE DIFFERENTIAL SETTLEMENT MAY OCCUR AND A DRAIN PASSES THROUGH THE WALL OF AN INSPECTION CHAMBER OVER 1M Architect:
SANITARY DRAINAGE: PVC CLASS DWV DEEP, TWO FLEXIBLE JOINTS SHALL BE PROVIDED ON THE DRAIN ADJACENT TO THE WALL. THE LENGTH OF DRAIN BETWEEN THE TWO
FLEXIBLE JOINTS SHALL NOT EXCEED 600MM.
SOIL, WASTE AND VENT PIPE: PVC CLASS DWV
2. WHERE THE SITE CONTAINS GROUND WITH REACTIVE SOILS OF CLASSIFICATIONS H, E, H-D, E-D OR P PIPEWORK PASSING THROUGH
DOWNPIPES: PVC CLASS DWV (UNO - REFER ARCHITECTURAL SPECIFICATION) FOOTINGS SHALL BE LAGGED AND SANITARY / STORMWATER DRAIN CONNECTIONS SHALL HAVE FLEXIBLE CONNECTIONS IN
ACCORDANCE WITH AS/NZS2870-1996 SECTION 5 AND AS/NZS3500.2.2015 3.8.2.
STORMWATER: (UP TO 300 DIA.) PVC CLASS SW HEAVY (UNO) A.B.N. 74 194 321 852
( > THAN 300 DIA.) CONCRETE (RRJ) CL 3/FRC (SUPERTITE) CLASS 2 SUITE 1105, 50 CLARENCE STREET,
SYDNEY NSW 2000
TRADE WASTE: UNDERGROUND - HDPE
P: 9025 9905 F: 9587 6179
ABOVE GROUND - HDPE FUSION WELDED TO AS/NZS 4401 OR POLYPROPYLENE
WWW.AURORADESIGN.NET.AU
BRACKETS, CLIPS, HANGERS: ALL PIPEWORK SUPPORTS AND FIXINGS TO BE NON-CORROSIVE WHERE EXPOSED TO A CORROSIVE
ENVIRONMENT. Hydraulic Consultant:
PLUMBING DESIGN & DRAFTING
BACKFLOW PREVENTION
AHSCA
1. ALL TESTABLE BACKFLOW DEVICES ARE TO BE FITTED WITH UPSTREAM LINE STRAINERS AND ISOLATION VALVES ON INLET AND OUTLET ASPE
TO ACCOMMODATE TESTING.
2. EXTERNAL HOSE COCKS SHALL BE FITTED WITH APPROVED BACKFLOW PREVENTING VACUUM BREAKERS AND INDIVIDUAL STOP TAPS. hydraulic and fire protection consultants
(07) 5437 7660 | [email protected]
4/34 Technology Drive, Warana. Qld. 4575
PO Box 1269 Buddina. Qld. 4575
ACN. 117159243 | ABN. 62117159243 | QBCC Licence No. 1106752
ABBREVIATIONS LEGEND SYMBOLS SERVICE LABELS
CW COLD WATER DENOTES SERVICE
COLD WATER BACK INLET DISCONNECTOR GULLY Project:
CWM CLOTHES WASHING MACHINE ## ## DENOTES NUMBER OF
HOT WATER
FLOOR WASTE GULLY
DG
DP
DISCONNECTOR GULLY
DOWNPIPE
SANITARY
ISOLATION VALVE
Ø
STAR CAR WASH
STORMWATER DENOTES SIZE
e EXISTING
FFL FINISHED FLOOR LEVEL
TRADE WASTE
OVERFLOW RELIEF GULLY
PUMP
NOOSA CIVIC
VENT
SHOPPING
FILE NAME & PATH: W:\17151- Carwash Noosa Civic\cad section\current drawings\17151-H-01.dwg
FWG FLOOR WASTE GULLY
PUMP OUT DROPPER
HDPE HIGH DENSITY POLYETHYLENE
EXISTING SANITARY DRAIN RISER
HWU HOT WATER UNIT
EXISTING SEWER WATER FIXTURE/TAPS 28 EENIE CREEK ROAD
IV ISOLATION VALVE
EXISTING WATER FLOW NOOSAVILLE QLD 4566
OF OVERFLOW
ORG OVERFLOW RELIEF GULLY PIPE CONTINUES
Drawing Title:
OWHS OIL WATER HYDROCARBON SEPARATOR TUNDISH
OWHSV OIL WATER HYDROCARBON SEPARATOR VENT FIXTURE TRAP HYDRAULIC SERVICES
PN NOMINAL PRESSURE CONNECTION
PSV PUMP STATION VENT
PVC POLYVINYL CHLORIDE
NOTES, LEGEND, LOCALITY PLAN
RL REDUCED LEVEL
AND ABBREVIATIONS
SD SANITARY DRAINAGE
SDIC STORMWATER DRAINAGE INSPECTION CHAMBER
T TUB
TD TUNDISH
TW TRADE WASTE
VP VENT PIPE APPROVAL
Date: Scale: Sheet:
DECEMBER 2017 (A1) 1:100 (A3) 1:200 1 OF 2
Job No: Disc: Dwg No: Stage: Issue:
17151 - H - 01 BA A
0 1 2 3 4 5
ORIGINAL SIZE: A1
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