19-0441_H-101 - 02 - Cover Sheet · OPW19/0205

400mm

| 10
Omm

 

100mm

50

4

Omm

HYDRAULIC SERVICES

 

INFINITY RESIDENTIAL DEVELOPMENT - THREE APARTMENTS
217-219 GYMPIE TERRACE, NOOSAVILLE
QUEENSLAND, 4566

Lot 1 on RP66483 & Lot 1 on RP70165
Sunshine Coast Regional Council
PROJECT NOTES

General Notes

1.

ALL INSPECTION OPENINGS TO BE BROUGHT TO THE SURFACE & CAPPED WITH A
BOLTED TRAP SCREW IN A CONCRETE SURROUND TO LOCAL GOVERNMENT
APPROVAL.

THE CONTRACTOR IS OBLIGATED TO INSPECT THE SITE & BE SATISFIED AS TO
THE CONDITIONS UNDER WHICH THE WORK WILL BE CARRIED OUT PRIOR TO THE
SUBMISSION OF A TENDER OFFER.

DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL
SET-OUT DIMENSIONS.

THE CONTRACTOR SHALL ALLOW TO SUPPLY & INSTALL ALL SANITARY FIXTURES,
TAPWARE & ASSOCIATED ACCESSORIES. REFER TO ARCHITECTURAL
SPECIFICATION FOR SCHEDULE.

LAYOUTS OF SERVICE LINES, PLANT AND EQUIPMENT SHOWN ON THE DRAWINGS
ARE DIAGRAMMATIC ONLY EXCEPT WHERE FIGURED DIMENSIONS ARE PROVIDED
OR CALCULABLE.

NO WARRANTY IS GIVEN TO THE COMPLETENESS OR ACCURACY OF EXISTING
SERVICES INFORMATION WHETHER DOCUMENTED OR OTHERWISE. WHERE
CONNECTION IS REQUIRED TO EXISTING SERVICES THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE PRECISE LOCATION AND DEPTH OF THE
EXISTING SERVICE CONNECTION POINT PRIOR TO THE INSTALLATION OF ANY
ASSOCIATED WORKS.

THE CONTRACTOR SHALL CO-ORDINATE ALL PIPEWORK WITH THE OTHER TRADE
SERVICES PRIOR TO COMMENCEMENT OF ANY WORK.

ALL PIPES SHALL BE ADEQUATELY SUPPORTED & SECURED TO ADJACENT WALLS
OR SLABS.

SUPPORTS SHALL BE GALVANIZED MILD STEEL 'UNISTRUT CHANNEL COMPLETE
WITH PURPOSE MADE GALVANIZED SPRING NUTS, FRAMING, FITTING & PIPE
CLAMPS FOR EACH PIPE.

ALL COPPER PIPES SHALL BE SEPARATED FROM SUPPORTS BY 2mm MINIMUM
THICK PVC STRIP OR SIMILAR APPROVED MATERIAL.

THE CONTRACTOR SHALL SUPPLY & INSTALL ALL SANITARY FIXTURES SHOWN ON
THE DRAWINGS OR NECESSARY FOR THE COMPLETION OF THE PROJECT. ALLOW
FOR THE SUPPLY & FIXING OF ALL FIXTURES, BOLTS, BRACKETS, PUTTY, MASTIC,
SILICON FILLERS, CEMENT & SUNDRY MATERIALS NECESSARY FOR EACH
INSTALLATION INCLUDING ALL CONNECTIONS TO DRAINS, WATER SERVICES ETC.
GENERALLY IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS:

ALLOW FOR ALL BENDS, SETS & INSTALLING SUFFICIENT UNIONS, FLANGES &
ISOLATING VALVES FOR SATISFACTORY REMOVAL OF PIPING & FITTINGS FOR
MAINTENANCE OR REPAIRS TO PRODUCE AN INSTALLATION TO THE APPROVAL.
OF THE SUPERINTENDENT WHETHER SUCH ITEMS ARE SHOWN ON DRAWINGS OR
SPECIFIED.

ALLOW FOR THE COMPLETE SUPPLY & INSTALLATION OF TAPS & SUNDRY
MATERIALS NECESSARY FOR THE INSTALLATION & CONNECTION IN ACCORDANCE
WITH THE MANUFACTURER'S INSTRUCTIONS

THE HYDRAULIC SERVICES CONTRACTOR SHALL BE RESPONSIBLE FOR
CO-ORDINATING WITH MECHANICAL A/C SERVICE ON-SITE

CONTRACTOR TO SUPPLY ON COMPLETION ALL WARRANTIES, TECHNICAL DATA,
TESTING CERTIFICATES, COMPLETION & COMPLIANCE CERTIFICATES PRIOR TO
HANDOVER.

SEAL PENETRATIONS WITH A SYSTEM CONFORMING TO AS4072.1
A SEPARATE HYDRAULIC SERVICES SPECIFICATION FORMS PART OF THIS

DOCUMENT PACKAGE AND SHALL BE READ IN CONJUNCTION WITH THESE
DRAWINGS.

Authority Requirements

1

THESE DOCUMENTS MUST BE READ IN CONJUNCTION WITH THE STAMPED
APPROVED PLANS AND PLUMBING DRAINAGE AND COMPLIANCE PERMIT
CONDITION (INCLUDING AMENDMENTS).

ALL PLUMBING AND DRAINAGE WORK OR ON-SITE SEWERAGE WORK MUST
COMPLY WITH THE COUNCILS LOCAL LAWS AND POLICIES AND OTHER RELATED
DEVELOPMENT PERMIT CONDITION.

THE CONTRACTOR SHALL PAY ALL FEES IN CONNECTION WITH APPROVALS,
UTILITY PROVIDER CONSTRUCTION COSTS, TESTS & INSPECTIONS, ETC.

THE CONTRACTOR SHALL CARRY OUT ALL THE NECESSARY TESTING OF THE
SERVICES SHOWN ON THE DRAWINGS AS REQUIRED BY THE RESPECTIVE
AUTHORITIES

OBTAIN CERTIFICATES FROM THE RELEVANT AUTHORITIES INDICATING
SATISFACTORY COMPLETION OF SERVICES & HAND OVER TO THE
SUPERINTENDENT BEFORE APPLICATION FOR CERTIFICATE OF PRACTICAL
COMPLETION.

IF ANY DOUBTS EXIST AS TO WHETHER A SECTION OF THE DESIGN IS ABLE TO
COMPLY WITH THE RELEVANT AUTHORITY'S REGULATIONS, THE
SUPERINTENDENT SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF ANY
WORKS. NO CONSIDERATION OF CLAIM FOR REDUNDANT WORK SHALL BE GIVEN
IF THE SUPERINTENDENT IS NOT NOTIFIED.

CONTRACTOR TO ALLOW FOR COST OF SEWER & WATER CONNECTION TO SITE.
CONTRACTOR TO ALLOW ALL COST FOR PREPARATION OF 'AS CONSTRUCTED

DRAWINGS' DRAWN TO THE SAME STANDARD AS APPROVED PLAN & SUBMIT TO
LOCAL AUTHORITY PRIOR TO COMMENCEMENT OF FINAL INSPECTION .

MP4.1 - Sustainable Buildings (Class 1 & 2)

 

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CONTRACTOR TO ENSURE BUILDING HYDRAULICS SERVICES ARE ENERGY
EFFICIENT & WATER EFFICIENT IN ACCORDANCE WITH THE MANDATORY
PROVISIONS OF MP4.1 - SUSTAINABLE BUILDINGS

ALL SHOWER ROSES TO HAVE A MIN 3-STAR WATER EFFICIENCY LABELLING &
STANDARDS (WELS) RATING.

ALL TOILET CISTERNS

HAVE A DUAL FLUSH FUNCTION & 4-STAR WELS RATING

ARE COMPATIBLE WITH THE SIZE OF THE TOILET BOWL TO ALLOW PROPER
FUNCTIONING OF THE TOILET

TAP WARE HAS A MINIMUM 3-STAR WELS RATING FOR TAPS SERVING
Laundry tubs; and

KITCHEN SINKS; and

BASINS

NOTE: PART 6 NOTE APPLICABLE TO ALLITERATIONS & ADDITIONS TO EXISTING
BUILDINGS

Plumbing & Drainage

1.

THE WHOLE OF THE PLUMBING & DRAINAGE WORKS SHALL BE IN ACCORDANCE
WITH THE PLUMBING & DRAINAGE ACT 2002, NATIONAL CONSTRUCTION CODE
(PLUMBING CODE OF AUSTRALIA), ASINZS 3500.2:2015, & THE SPECIFIC
REQUIREMENTS OF THE LOCAL AUTHORITY,

ALL PRIVATE SEWER DRAINAGE WORK UNDERTAKEN ON THE SITE BY THE
CONTRACTOR IS TO COMPLY WITH THE REQUIREMENTS OF THE WORKPLACE
HEALTH & SAFETY REGULATIONS

ALL HOUSE DRAINAGE SHALL BE 100@ AT A GRADE OF 1:60 MINIMUM UNLESS
NOTED OTHERWISE.

ALL VENT PIPES SHALL TERMINATE ABOVE ROOF IN ACCORDANCE WITH
ASINZS 3500.2:2003.

THE CONTRACTOR IS TO VERIFY THE POSITIONS OF ALL DRAINAGE PIPES &
SERVICE LINES & THAT THE INVERT & SURFACE LEVELS ARE CORRECT BEFORE
COMMENCING WORKS.

FLOOR WASTES SHALL CONSIST OF A SELF-CLEANSING 'P' TRAP & RISER WITH
SCREWED CHROME PLATED BRASS GRATE SET AT A LEVEL TO ENSURE
ADEQUATE DRAINAGE OF ALL FLOOR AREAS.

PROVIDE AN ANTI-FOAMING DEVICE TO ANY FWG RECEIVING WASTE DISCHARGE
FROM LAUNDRY TUBS AND/OR WASHING MACHINES

THE CONTRACTOR SHALL ALLOW TO PROVIDE TEST GATES WHERE NECESSARY
FOR THE SATISFACTORY TESTING OF THE SYSTEM.

PROVIDE MOVEMENT CONTROL JOINTS IN ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS TO ACCOMMODATE ANTICIPATED MOVEMENT. (REFER
GEOTECHNICAL REPORT).

BEDDING FOR PIPELINES TO BE WASHED 5mm SCREENING WITH A MINIMUM
150mm BELOW AND ABOVE PIPES.

WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS
NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION
WHEN TESTED IN ACCORDANCE WITH AS 1289 (MODIFIED COMPACTION). TESTING
SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER AND CERTIFICATES
MADE AVAILABLE CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN
ACHIEVED.

Stormwater

1.

THE WHOLE OF THE STORMWATER DRAINAGE WORKS SHALL BE IN ACCORDANCE
WITH THE NATIONAL CONSTRUCTION CODE 2011 (PLUMBING CODE OF
AUSTRALIA), AS/NZS 3500.3:2003, & THE LOCAL GOVERNMENT WORKS
DEPARTMENT GUIDELINES & REGULATIONS, & THE QUEENSLAND DEVELOPMENT
CODE.

ALL DOWNPIPES AND STORMWATER DRAINAGE SHALL BE FREE OF LEAKS WHEN
TESTED IN ACCORDANCE WITH AS/NZS 3500.3:2003 (SECTION 10)

SUPPORT WATER STORAGE TANKS IN SUCH A MANNER THAT NO LOAD IS
TRANSMITTED TO ANY OF THE ATTACHED PIPES

FOR ROOF CATCHMENT IN CONNECTION WITH RAINWATER TANKS:

4.1. INSTALL RAINWATER SYSTEMS & EQUIPMENT IN ACCORDANCE WITH
STANDARDS AUSTRALIA HB 230-2008 "RAINWATER TANK DESIGN &
INSTALLATION HANDBOOK",

4.2. PROVIDE "GUTTER GUARD" OR SCREENED DOWNPIPE RAINHEADS HAVING 4
- 6mm SCREEN MESH TO PREVENT LEAVES FROM ENTERING THE DOWNPIPE.
SCREEN MESH TO BE FIRE RESISTANT, COLOUR MATCHED AND COMPATIBLE
WITH ROOF AND GUTTER MATERIAL AND PROFILE.

4.3. ALL DRAINAGE PIPEWORK AND FITTINGS ON THE INLET SIDE OF THE
STORAGE TANK SHALL BE PVC CLASS DWV HAVING WATER TIGHT JOINTS
FORMED WITH THE USE OF SOLVENT CEMENT AND PRIMING FLUID (UNO).

TANKS TO INCLUDE:

5.1. MOSQUITO PROOF SCREENS NOT COARSER THAN 1mm APERTURE MESH
"OR" FLAP VALVES AT EVERY OPENING OF THE TANK TO PREVENT
MOSQUITOS BREEDING IN THE TANK.

5.2. WATER TIGHT CONNECTIONS.

WET PIPE SYSTEMS IN CONNECTION WITH RAINWATER TANKS::

6.1. PROVIDE RAIN WATER HEADS WITH MOSQUITO PROOF SCREENS NOT
COARSER THAN 1mm APERTURE MESH AT EACH DOWNPIPE IN CONNECTION
WITH THE RAINWATER TANKS "OR"

6.2, PROVIDE A FIRST FLUSH DEVICE CAPABLE OF AUTOMATICALLY
DEWATERING THE ‘WET PIPE’ SYSTEM.

PROVIDE MOVEMENT CONTROL JOINTS IN ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS TO ACCOMMODATE ANTICIPATED MOVEMENT. (REFER
GEOTECHNICAL REPORT).

BEDDING FOR PIPELINES TO BE WASHED 5mm SCREENING WITH A MINIMUM
150mm BELOW AND ABOVE PIPES.

WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS
NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION
WHEN WHEN TESTED IN ACCORDANCE WITH AS 1289 (MODIFIED COMPACTION).
TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER AND
CERTIFICATES MADE AVAILABLE CERTIFYING THAT THE REQUIRED COMPACTION
HAS BEEN ACHIEVED.

Materials

1

WATER SUPPLY PIPE SIZES SPECIFIED ON THESE DRAWINGS ARE BASED ON
CALCULATIONS FOR PIPES HAVING EQUIVALENT DIMENSIONAL AND FLOW
CHARACTERISTICS TO THAT OF TYPE B COPPER TUBE. WHERE ALTERNATIVE
MATERIALS ARE USED AN EQUIVALENT PIPE SIZE APPROPRIATE TO THE
MATERIAL BEING USED SHALL BE SELECTED.

COLD WATER COPPER TYPE 'B’*

HOT WATER COPPER TYPE 'B’*

SANITARY DRAINAGE \ PLUMBING uPVC DWV

STORMWATER PVC-U/ SWJ

FIRE (IN-GROUND) uPVC PRESSURE PIPE CLASS 'M' OR '0'
FIRE (ABOVE-GROUND) GALVANISED STEEL

* PIPE AND FITTING MATERIALS MAY BE SUBSTITUTED PROVIDED ALTERNATIVE
MATERIALS ARE AUTHORIZED FOR USE IN ACCORDANCE WITH THE PLUMBING
CODE OF AUSTRALIA (PCA). FOR WATER SERVICES REFER ALSO: AS/NZS3500.1
SECTION 2 AND APPENDIX B - ACCEPTABLE PIPE AND FITTINGS.

Water Services

1

1.

THE WHOLE OF THE WATER SERVICE WORKS SHALL BE IN ACCORDANCE WITH
THE NATIONAL CONSTRUCTION CODE (PLUMBING CODE OF AUSTRALIA), AS/NZS
3500.1:2015 & THE SPECIFIC REQUIREMENTS OF THE LOCAL AUTHORITY.

ALLOW TO SUPPLY & RETICULATE 15@ COLD WATER SUPPLY TO A SINGLE
FIXTURE & 208 OR GREATER TO TWO OR MORE FIXTURES (UNO).

HOT WATER RETICULATION PIPEWORK SHALL BE 15@ LAGGED TUBING TO EACH
FIXTURE OUTLET (UNO). NOTE THAT A 20 CONNECTION SHALL BE REQUIRED TO
BOTH THE INLET & THE OUTLET OF THE HOT WATER UNIT (UNO)

WATER SUPPLY PIPE SIZES SPECIFIED ON THESE DRAWINGS ARE BASED ON
CALCULATIONS FOR PIPES HAVING EQUIVALENT DIMENSIONAL AND FLOW
CHARACTERISTICS TO THAT OF TYPE B COPPER TUBE. WHERE ALTERNATIVE
MATERIALS ARE USED AN EQUIVALENT PIPE SIZE APPROPRIATE TO THE
MATERIAL BEING USED SHALL BE SELECTED.

PROVIDE A PLV WHERE WATER PRESSURE EXCEEDS 500kPa AT ANY OUTLET.

ENSURE ALL BACKFLOW PREVENTION DEVICES ARE INSTALLED TO MEET THE
REQUIREMENTS OF THE LOCAL AUTHORITIES & AS/NZS 3500-1, SECTION 4.

WHEREVER POSSIBLE PIPES SHALL BE RUN PARALLEL WITH THE ADJACENT
STRUCTURE AND/OR SERVICES. ALL BRANCH LINES TO BE TAKEN OFF AT RIGHT
ANGLES.

SHORT PIPE EXTENSION PIECES FROM WALLS CONNECTING FIXTURES SHALL BE
FITTED WITH A UNION CONNECTION TO ALLOW FOR REMOVAL OF FIXTURES.

ON COMPLETION ALL PIPING SHALL BE SUBJECT TO A PRESSURE TEST OF
1500kPa FOR A PERIOD OF TWO HOURS. ANY DEFECTS FOUND IN THE SYSTEM
SHALL BE REMEDIED & THE TEST REAPPLIED.

WATER METERS SHALL BE PURCHASED FROM LOCAL AUTHORITY OR LOCAL
AUTHORITY SUPPLIER.

METER AND VALVE PATH BOXES INSTALLED IN HARDPAVED AREAS SHALL BE
FITTED WITH CAST IRON ACCESS COVERS.

Fire Services

FIRE HYDRANT SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH AS2419.

HYDRANT LANDING VALVES SHALL BE COMPATIBLE WITH QLD ROUND THREAD
PATTERN

ATTACH NOTICE OF TEST/WORKING PRESSURES & BLOCK PLAN OF INSTALLED
FIRE SERVICES SYSTEM WITHIN BOOSTER CABINET IN ACCORDANCE WITH
AS2419.1 SECTION 7

NON CERTIFIED MATERIAL USED FOR THE SOLE PURPOSE OF A FIRE SERVICE
INSTALLATION SHALL BE INSTALLED DOWNSTREAM OF A TESTABLE BACKFLOW
PREVENTION DEVICE AND/OR AS DIRECTED BY THE LOCAL AUTHORITY.

EXTERNAL HYDRANT SHALL BE POSITIONED NOT LESS THAN 10m FROM ANY PART
OF THE BUILDING UNLESS PROTECTED BY A STRUCTURE HAVING AN FRL OF
90/90/90 WHICH EXTENDS 2m EITHER SIDE OF THE HYDRANT AND 3m ABOVE
FINISHED GROUND LEVEL (UNLESS INSTRUCTED OTHERWISE)

HYDRANTS (INCLUDING FIRE BRIGADE BOOSTER ASSEMBLIES) SHALL BE
POSITIONED NOT LESS THAN 10m AWAY FROM HIGH VOLTAGE ELECTRICAL
EQUIPMENT, LPG CYLINDERS & OTHER COMBUSTIBLE STORAGE.

HYDRANT SYSTEM SHALL BE IDENTIFIED AND SUPPORTED IN ACCORDANCE WITH
AS2419.1 2005 CLAUSE 8.6

FIRE SYSTEM PUMPS AND ASSOCIATED EQUIPMENT SHALL BE PROVIDED IN
ACCORDANCE WITH AS29414.

FIRE HOSE REEL SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH AS2441 &
AS1221

FIRE HYDRANTS AND FIRE HOSE REELS MUST BE SEALED. THE SEAL MAY ONLY
BE BROKEN FOR FIRE FIGHTING OR MAINTENANCE PURPOSES.

FINAL FLOW AND PRESSURE TEST AND PERFORMANCE CERTIFICATION OF ANY
FIRE SYSTEM ASSOCIATED WITH THIS DEVELOPMENT ARE THE RESPONSIBILITY
OF THE CONTRACTOR.

PIPE AND PIPE FITTINGS SHALL BE ADEQUATELY RESTRAINED WITH THRUST
BLOCKS. THRUST BLOCKS SHALL BE STRICTLY INSTALLED IN ACCORDANCE WITH
AS3500.1 CLAUSE 5.9. PLUMBING CONTRACTOR TO SEEK ADVICE FROM A
QUALIFIED GEO-TECHNICAL ENGINEER FOR THE CONSTRUCTION OF THRUST
BLOCKS

BCA Part J

HOT WATER SUPPLY SYSTEMS TO SATISFY THE REQUIREMENTS OF BCA PART
J7.2 AND AS3500.4 SECTION 8,

P Noosaville Boat‘Ramp

PROPOSED SITE 217-219

ft,

Se

SYMBOLS

——— _ SERVICE No.

LAN
(CST) —— _ SERVICE NAME
X00 7

BI SQoT+oK sows ovnma Rx ow 1

 

——_ SERVICE SIZE
DOWNPIPE SPREADER
HOT & COLD WATER POINT
WATER POINT
RELIEF VALVE
STOP VALVE
ISOLATION VALVE

ISOLATION VALVE IN PATH BOX

MONITORING VALVE

PRESSURE LIMITING VALVE

WATER METER

NON-RETURN VALVE or CHECK VALVE
STRAINER

UNION

THERMOSTATIC MIXING VALVE
TEMPERING VALVE

PRESSURE GAUGE

BEAM PENERATION
FLAP VALVE

HOSE COCK
OVERFLOW RELIEF GULLY
PUMP

DUAL PILLAR HYDRANT

SINGLE TESTABLE CHECK VALVE
ASSEMBLY INCLUDING ISOLATION
VALVES AND LINE STRAINER
DOUBLE CHECK VALVE ASSEMBLY
INCLUDING ISOLATION VALVES AND
LINE STRAINER

REDUCE PRESSURE ZONE DEVICE
ASSEMBLY INCLUDING ISOLATION
VALVE AND LINE STRAINER

END CAP

TUNDISH

AIR ADMITTANCE VALVE
DROPPER (INLINE)

DROPPER

RISER / WASTE POINT

BUCKET TRAP

SWIVEL / EXPANSION JOINT

Pas) GYMPIE TERRACE

LINETYPES - EXISTING

 

w——

 

 

hw ———

 

 

m

sd ———

 

 

sp ———

 

 

 

 

COLD WATER

COMMUNICATIONS

ELECTRICAL

FIRE SERVICE

GAS SERVICE

HOT WATER

RISING MAIN

SANITARY DRAINAGE

SANITARY PLUMBING

SEWER

STORMWATER

LINETYPES - PROPOSED
—_ CAST IN PIPEWORK

—_—ove

_—_—k

—_—RO

 

COLD WATER

FIRE SERVICE

FIRE HYDRANT COVERAGE

FIRE HOSE REEL COVERAGE

GAS SERVICE

HOT WATER

NON DRINKING COLD WATER

RISING MAIN

RAIN WATER DRAINAGE

SANITARY DRAINAGE / PLUMBING

STORMWATER

TEPID WATER

VENT

LINETYPES - SERVICES BY OTHER'S

—— CRM ——

— cs ——

— ¢c-sw ——

— cw ——

—_M—M—

CIVIL - RISING MAIN

CIVIL - SEWER MAIN

CIVIL - STORMWATER MAIN

CIVIL - WATER MAIN

NEW UTILITY GAS BRANCH

NEW UTILITY SEWER BRANCH

NEW UTILITY WATER BRANCH

MECHANICAL (CONDENSATE DRAIN)

Se

Sn Ee raTS a

LOCALITY PLAN

SCALE: NTS AT SHEET A1
ABBREVIATIONS
AAV : Air Admittance Valve
AP : Access Pit
AIP : Access Panel
B : Basin
BID : Bidet
BT : Bucket Trap
BTH : Bath
BWU : Boiling Water Unit
CHVP : Chamber Vent Pipe
CM : Coffee Machine
CON : Connector
CON-W : Condensate Waste
cP : Chrome Plated
CSK : Cleaners Sink
CSwP + Civil Stormwater Pit
cv : Check Valve
CWM : Clothes Washing Machine
cu : Copper
DBA : Dry Basket Arrestor
DCV : Double Check Valve
DUAL-CV = Dual Check Valve
DF : Drinking Fountain
DG : Disconnector Gully
DP : Down Pipe
DPH : Double Pillar Hydrant
DS/IL : Down Stream Invert Level
ow : Dishwasher
ED : Elevated Drainage
EPD : Elevated Drainage Stack
EJ : Expansion Joint
e : Existing
elC : Existing Inspection Chamber
elO : Existing Inspection Outlet
elOS : Existing Inspection Outlet to Surface
elV : Existing Isolation Valve
elVP + Existing Isolation Valve in Path Box
eSWP : Existing Stormwater Pit
eSWRG + Existing Stormwater Road Gully
FFL : Finished Floor Level
FFP : First Flush Pit
FH : Fire Hydrant
FHR : Fire Hose Reel
FI : Field Inlet
FSL : Finished Surface Level

: Fixture Unit Rating

: Floor Waste

: Floor Waste Gully

: Gully

: Grated Drain

: Ground Level

: Gate Valve

: Hose Cock

: Hose Connection Vacuum Breaker
: Heavy Duty

: Hot Dipped Galvanised

: Hot Water

: Hot Water Unit

: Hydrant Valve

: Hydrant

: Inspection Chamber

: Invert Level

: lee Machine

: Inspection Outlet

: Inspection Outlet To Surface
: Inflow Pit

: Irrigation Isolation Valve

: Isolation Valve

: Independent Waste Dropper
: Jump Up

: Lock Closed

: Light Duty

: Lock Open

: Laundry Tub

: Liquefied Petroleum Gas

: Medium Duty

: Manhole

: Non Return Valve

: Overflow Pit

: Overflow Relief Gully

: Pressure Limiting Valve

: Polythene

: Pulse Outlet Meter Assembly
: Pressure Relief Valve

: Pressure Reduction Valve

: Polyvinyl Chloride

: Pump Well

+ Refrigerated Drinking Fountain
: Reduced Level

—_
PREM ANON :

Sage.

 

Reduced Pressure Zone Device

: Relief Vent

Retaining Wall
Refrigerated Water Cooler
Stop Cock

Sunshine Coast Regional Council
Single Check Valve
Spoon Drain

Spoon Drain Outlet
Sewer

Shower

Sealed Junction

Sink

Surface Level

: Sewer Manhole

Surcharge Pit

‘ Subsoil Drain

Stack

Safe Tray

Stormwater Drain
Stormwater Manhole

Safe Waste Drain

Trench Grate

Temporary Bench Mark
Tundish

Trapped Tundish

Test Gate

Thermostatic Mixing Valve
Top of Grate

Trade Waste Stack

Trade Waste Vent Pipe
Tempering Valve

Unless Noted Otherwise
Unplasticised Polyvinyl Chloride
Up Stream Invert Level
Vent Pipe

Vacuum Break Valve

Vent Cowl

Vented Double Check Valve
Water Closet

Wash Down Hose Cock
Water Meter

Wash Trough

40

50

100mm

 

05.08.19 | DD | ISSUED FOR D&C TENDER

 

19.07.19 | SD [ISSUED FOR PRELIMINARY REVIEW

 

DATE [ svce | DESCRIPTION

[rev No. | AUTH.

 

ARCHITECT \ BUILDING DESIGNER

 

CLIENT

GYMPIE TERRACE NOOSAVILLE PTY LTD

 

 

HYDRAULIC CONSULTANT

MRP HYDRAULIC & FIRE SERVICES

CONSULTANTS PTY LTD

m BRISBANE

A

smm7

BSA: 1137134

Unit 1/63 Annerley Rd, Woolloongabba, QLD
PO Box 8143, Woolloongabba, QLD, 4102

(07) 3846 4379

(07) 5443 1136
[email protected]
mrp.com.au

ABN: 23 126 270 326

ci SUNSHINE COAST

QBCC: 1137134

 

VERIFIED BY:

| DATE

 

DESIGNER

SIMON LYNCH

| DATE

JUNE 2019

 

PROJECT DESCRIPTION & ADDRESS

INFINITY RESIDENTIAL DEVELOPMENT -

THREE APARTMENTS

217-219 GYMPIE TERRACE, NOOSAVILLE, QLD
Lot 1 on RP66483 & Lot 1 on RP70165

 

 

HYDRAULIC SERVICE SHEET DESCRIPTION

COVER SHEET

HYDRAULIC SERVICES

ISSUED FOR TENDER

NOT FOR CONSTRUCTION

SCALE

PROJECT NUMBER

19-0441

NTS

 

 

‘SHEET SIZE

At

 

 

SHEET NUMBER

H-101

REVISION

NUMBER 02

 

 

 

 

Omm

3
Ww
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400mm