bindaree beef new hydrant system concept plan

BUILDING AREASRENDER BUILDING 1440m²MAP BUILDING 1990m²OPEN YARD 19880m²

BCA REVIEW BCA PART E1.3 A HYDRANT SYSTEM MUST BE PROVIDED IF BUILDING FLOOR AREA IS >500m² AND A FIRE BRIGADE CAN ATTEND. INVERELL HAS A NSW FIRE AND RESCUE FIRE BRIGADE. HENCE, HYDRANT SYSTEM IS REQUIRED FOR THE RENDER BUILDING AND THE MAP BUILDING. BUILDING NOT A CLASS 8 ELECTRICITY SUBSTATION SO SYSTEM TO BE IN ACCORDANCE WITH AS2419.1. NOTE: REFERENCED VERSION OF AS2419.1 IS 2005.

AS2419.1 REVIEW TABLE 2.1 - NUMBER OF HYDRANTS REQUIRED TO BE OPERATING IS DEPENDENT ON BUILDING CLASSIFICATION. THE BUILDINGS ARE CLASS 8. FOR CLASS 6, 7 AND 8 BUILDINGS OF 500m² - 5000m², NUMBER OF HYDRANTS = 2. FOR OPEN YARD PROTECTION OF 20,000m², NUMBER OF HYDRANTS = 3. EACH HYDRANT VALVE TO FLOW 10L/s. TOTAL FLOW = 30L/s MAXIMUM PRESSURE DROP THROUGH SYSTEM AT 30L/s AND 700kPa IS 150kPa. THE SITE HAS NO TOWN WATER SUPPLY, SO WATER IS TO BE PROVIDED FROM ON SITE STORAGE. PRESSURE AND FLOW REQUIREMENTS ARE TO BE PROVIDED BY ONSITE PUMPS. FLOW PROVIDED WITHOUT A FIRE BRIGADE APPLIANCE TO BE 5L/s AS PER TABLE 2.3 PRESSURE REQUIREMENT FOR AN ATTACK HYDRANT TO BE 700kPa AS PER TABLE 2.3. WATER STORAGE CAPACITY MUST BE FOR 4 HOURS AT 30L/s = 432kL. WATER STORAGE SHALL BE SUPPLIED SUCH THAT 50% IS AVAILABLE DURING MAINTENANCE ACTIVITIES - IE 2 TANKS OF EQUAL CAPACITY

CALCULATIONSTHE PIPE SIZES SHOWN GIVE A CALCULATED PRESSURE LOSS THROUGH THE SYSTEM WITH OPERATIONAL HYDRANTS 1, 2 AND 3 AT 10L/s EACH (30L/sTOTAL) OF 125kPa. THE ALLOWANCE IN AS2419.1 IS 150kPa

HYDRANT COVERAGE NOTES COVERAGE IS SHOWN TO BUILDINGS BUT HAS NOT CONFIRMED DETAILED COVERAGE OF ALL ROOMS WITHIN THE BUILDINGS COVERAGE HAS BEEN SHOWN TO THE OPEN YARD AREA WITH SPECIAL ATTENTION PAID TO THE AREA AROUND THE BIOGAS STORAGE DOME. COVERAGE IS PROVIDED BASED ON ONLY HYDRANTS WHICH ARE NO LESS THAN 10m AWAY FROM THE STRUCTURE. HYDRANTS CLOSER THAN 10m

HAVE NOT BEEN USED TO ASSESS COVERAGE TO THE STRUCTURE THEY ARE CLOSE TO. NEAR THE DOME, 2 HYDRANTS EACH WITH 2 LANDING VALVES HAVE BEEN LOCATED SO THAT THE HYDRANT ITSELF IS OUTSIDE THE LINES SHOWN

AS 4.7kW/m² FOR EVENT SCENARIO 1 AND 5.0kW/m² FOR EVENT SCENARIO 2 IN THE HAZARD AND RISK ASSESSMENT REPORT. FROM THESE POINTS, THE DOME IS WITHIN THE AS2419 ALLOWANCE OF 60m OF HOSE AND 10m OF WATER SPRAY FOR AN EXTERNAL ATTACK

HYDRANT. ALSO SHOWN IS A POSSIBLE TRUCK LOCATION THAT WOULD BE LIKELY IF THE HYDRANTS WERE TO BE USED AS FEED HYDRANTS. IT IS SHOWN

THAT THE TRUCKS COULD BE NO CLOSER THAN 25m TO THE DOME AND ACHIEVE COVERAGE IN ACCORDANCE WITH AS2419.

NOTETHIS REVIEW DOES NOT INCLUDE ALLOWANCES FOR EXTRA HYDRANT PROTECTION TO SPECIFIC AREAS THAT MAY BE REQUIRED IF A FIRE ENGINEEREDSOLUTION IS UNDERTAKEN OR IF A FIRE SAFETY REVIEW IS COMPLETED BY FIRE AND RESCUE NSW.

BINDAREE BEEFNEW HYDRANT SYSTEM CONCEPT PLAN

1. THIS PLAN IS A CONCEPT PLAN AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES

2. THIS PLAN IS GENERALLY IN ACCORDANCE WITH AS 3500 AND AS2419.1.

3. THIS PLAN SHALL BE READ IN CONJUNCTION WITH APPROVED MRF DESIGNS AND PLANS.

4. PIPEWORK MATERIALS SHALL BE AS FOLLOWS;

UPVC CLASS 18 PIPEWORK AND FITTINGS FOR BELOW GROUND HYDRANT PIPE WORK GALVANISED STEEL PIPEWORK AND FITTINGS FOR ABOVE GROUND HYDRANT PIPE WORK.

5. THE BCA EVALUATION AND REVIEW OF APPLICABLE CODES IS INCLUDED ON THIS PAGE TO ASSIST INTHE UNDERSTANDING OF THE DESIGN CHOICES SHOWN

6. A CHOICE IS REQUIRED REGARDING THE ARRANGEMENT OF THE PUMP DRIVERS. A REPORT HASBEEN PREPARED THAT OUTLINES SOME OF THE OPTIONS AND THE FEATURES OF THE VARIOUSOPTIONS. THESE PLANS SHOULD BE READ IN CONJUNCTION WITH THIS REPORT.

B14037 H01 FIRE SERVICES - LEGEND, NOTES, LOCALITY PLAN AND DRAWING SCHEDULEB14037 H02 FIRE SERVICES - FULL SITE PLAN AND HYDRANT COVERAGE PLANB14037 H03 FIRE SERVICES - PART SITE PLAN AND HYDRANT COVERAGE PLAN - SHEET 1 OF 4B14037 H04 FIRE SERVICES - SITE PLAN AND HYDRANT COVERAGE PLAN - SHEET 2 OF 4B14037 H05 FIRE SERVICES - SITE PLAN AND HYDRANT COVERAGE PLAN - SHEET 3 OF 4B14037 H06 FIRE SERVICES - SITE PLAN AND HYDRANT COVERAGE PLAN - SHEET 4 OF 4B14037 H07 FIRE SERVICES - DETAILS

FIRE SERVICES

HYDRANT VALVE

DUAL FIRE HYDRANT

DUAL PUMPSET

STORMWATER DRAINAGE

SWP WITH GRATED LID

SITE SURFACES

HARD STAND AREAS

PIPEWORK LEGEND

FIRE SERVICE

WATER SYMBOLS

VALVE

SINGLE CHECK VALVE

DOUBLE CHECK VALVE

PUMP

GENERAL SYMBOLS

CAP OFF

FLOW DIRECTION

CONNECTION TO EXISTING SERVICE

PIPE PENETRATING

PIPE NOT PENETRATING

OFFSET PENTRATING

OFFSET NOT PENTRATING

GENERAL METER

12/03/14 BH

01 PRELIMINARY ISSUE 12/03/14 BH02 UPDATE 1 13/03/14 BHA FINAL CONCEPT PLAN 19/03/14 BH

LEGEND, LOCALITY PLAN ANDDRAWING SCHEDULE

FIRE SERVICES

A

BINDAREE BEEFNEW HYDRANT CONCEPT PLANS

A1

QUALITY ASSURANCE DOCUMENT CONTROL

QUALITY ASSURANCE DOCUMENT CONTROL

95% PRE-TENDERDESIGN DEVELOPMENTSCHEME DESIGN

TENDER ISSUECONSTRUCTION ISSUE

© COPYRIGHT. THIS DOCUMENT AND DESIGN REMAIN THECOPYRIGHT OF CLARENCE CONSULTANTS PTY LTD ANDCANNOT BE REPRODUCED IN ANY WAY WITHOUT PRIORWRITTEN CONSENT.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LEVELSON SITE AS THIS IS NOT A WORKSHOP DRAWING.THE CONTRACTOR SHALL REFER ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHERDRAWINGS IN THE SET AND PROJECT SPECIFICATION.

DESCRIPTION

AMENDMENTS

CHK'DDATEREV

NOTES PROJECT DRAWING TITLE

STATUS DATE INITIALS ABN 561 695 437 63

Pty Ltd

Consulting Engineers

Electrical

Mechanical

Hydraulic

Power Infrastructure

Sustainability by Design

Level 1 53 Victoria St

Grafton 2460

ph: 02 6642 7239

Coffs Harbour 2450

ph: 02 6652 4855

mail@clarenceconsultants.com.au

NTS MAR 13 BH BH

B14037 H01

BCA AND AS2419 ASSESSMENTNOT TO SCALE

GUARD HOUSE

FLARE

DRYING

AREA

BIOGAS

STORAGE

DOME

DIGESTATE

STORAGE

DIGESTATE

STORAGE

CSTR

TANK

UASB

SUBSTRATE

TANKCSTR

TANK CSTR

TANK

USAB

TANKUSAB

TANK

GAS REFILL

APRON

O2

TANK

CO2

TANK

CARTON LOADING

APRON

18m

40m

25m

31m

60m

FIRE BRIGADE PUMPINGAPPLIANCE

FIRE BRIGADE PUMPINGAPPLIANCE

WATER TANKS

PUMP ROOM

FH Ø150 IN GROUND CLASS 18 PVC

FH Ø150 IN GROUND CLASS 18 PVC

FH Ø150 IN GROUND CLASS 18 PVC FH Ø150 IN GROUND CLASS 18 PVC

FH Ø150 IN GROUND CLASS 18 PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø100 IN GR

OUND

CLA

SS 18

PVC

FH Ø100 IN GR

OUND

CLA

SS 18

PVC

KEY10m LINE FROM HYDRANT70m LINE FROM HYDRANT 60m HOSE AND 10m WATER SPRAY18m LINE FROM BIOGAS DOME HEAT FLUX ~ 10kW/m²40m LINE FROM BIOGAS DOME HEAT FLUX ~ 5kW/m²60m LINE FROM BIOGAS DOME HEAT FLUX ~ 2kW/m²

FULL SITE PLAN AND HYDRANTCOVERAGE PLAN

FIRE SERVICES

A

BINDAREE BEEFNEW HYDRANT CONCEPT PLANS

12/03/14 BH

01 PRELIMINARY ISSUE 12/03/14 BH02 UPDATE 1 13/03/14 BH03 PLOTTED IN COLOUR - KEY ADDED 14/03/14 BHA FINAL CONCEPT PLAN 19/03/14 BH

1.

A1

QUALITY ASSURANCE DOCUMENT CONTROL

QUALITY ASSURANCE DOCUMENT CONTROL

95% PRE-TENDERDESIGN DEVELOPMENTSCHEME DESIGN

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© COPYRIGHT. THIS DOCUMENT AND DESIGN REMAIN THECOPYRIGHT OF CLARENCE CONSULTANTS PTY LTD ANDCANNOT BE REPRODUCED IN ANY WAY WITHOUT PRIORWRITTEN CONSENT.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LEVELSON SITE AS THIS IS NOT A WORKSHOP DRAWING.THE CONTRACTOR SHALL REFER ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHERDRAWINGS IN THE SET AND PROJECT SPECIFICATION.

DESCRIPTION

AMENDMENTS

CHK'DDATEREV

NOTES PROJECT DRAWING TITLE

STATUS DATE INITIALS ABN 561 695 437 63

Pty Ltd

Consulting Engineers

Electrical

Mechanical

Hydraulic

Power Infrastructure

Sustainability by Design

Level 1 53 Victoria St

Grafton 2460

ph: 02 6642 7239

Coffs Harbour 2450

ph: 02 6652 4855

mail@clarenceconsultants.com.au

1:500 MAR 13 BH BH

B14037 H02

GUARD HOUSE

GAS REFILL

APRON

VENTVENTVENTVENT

O2

TANK

CO2

TANK

CARTON LOADING

APRON

B B

B

B

FH Ø150 IN GROUND CLASS 18 PVC

POSSIBLE TANK PIONEER MODEL XL40 3RTANK TO BE MOUNTED ON SAND BASE, COMPLETE WITH HEAVY DUTYTANK LINER AND FITTINGS TO COMPLY WITH AS2419.1

TOWN OR BORE WATERFILLING POINT

POSSIBLE CONNECTION TOROOF STORM WATER SYSTEMTO FILL TANKS

SEE DETAIL FOR MORE INFORMATIONREGARDING PUMP ROOM LAYOUT

FH Ø150 IN GROUND CLASS 18 PVC

FH Ø150 IN GROUND CLASS 18 PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

PART SITE PLAN AND HYDRANTCOVERAGE PLAN - SHEET 1 OF 4MAP FACILITY

FIRE SERVICES

A

BINDAREE BEEFNEW HYDRANT CONCEPT PLANS

12/03/14 BH

01 PRELIMINARY ISSUE 12/03/14 BH02 UPDATE 1 13/03/14 BH03 PLOTTED IN COLOUR - NO CHANGES 14/03/14 BHA FINAL CONCEPT PLAN 19/03/14 BH

1.

A1

QUALITY ASSURANCE DOCUMENT CONTROL

QUALITY ASSURANCE DOCUMENT CONTROL

95% PRE-TENDERDESIGN DEVELOPMENTSCHEME DESIGN

TENDER ISSUECONSTRUCTION ISSUE

© COPYRIGHT. THIS DOCUMENT AND DESIGN REMAIN THECOPYRIGHT OF CLARENCE CONSULTANTS PTY LTD ANDCANNOT BE REPRODUCED IN ANY WAY WITHOUT PRIORWRITTEN CONSENT.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LEVELSON SITE AS THIS IS NOT A WORKSHOP DRAWING.THE CONTRACTOR SHALL REFER ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHERDRAWINGS IN THE SET AND PROJECT SPECIFICATION.

DESCRIPTION

AMENDMENTS

CHK'DDATEREV

NOTES PROJECT DRAWING TITLE

STATUS DATE INITIALS ABN 561 695 437 63

Pty Ltd

Consulting Engineers

Electrical

Mechanical

Hydraulic

Power Infrastructure

Sustainability by Design

Level 1 53 Victoria St

Grafton 2460

ph: 02 6642 7239

Coffs Harbour 2450

ph: 02 6652 4855

mail@clarenceconsultants.com.au

1:200 MAR 13 BH BH

B14037 H03

2070

FH Ø150 IN GROUND CLASS 18 PVC FH Ø150 IN GROUND CLASS 18 PVC FH Ø150 IN GROUND CLASS 18 PVC

FH Ø100 IN GR

OUND

CLA

SS 18

PVC

FH Ø10

0 IN GR

OUND C

LASS 18

PVC

FH Ø100 IN GROUND CLASS 18 PVC

PART SITE PLAN AND HYDRANTCOVERAGE PLAN - SHEET 1 OF 4RENDER PLANT AND BIOFILTER

FIRE SERVICES

A

BINDAREE BEEFNEW HYDRANT CONCEPT PLANS

12/03/14 BH

01 PRELIMINARY ISSUE 12/03/14 BH02 UPDATE 1 13/03/14 BH03 PLOTTED IN COLOUR - NO CHANGES 14/03/14 BHA FINAL CONCEPT PLAN 19/03/14 BH

1.

A1

QUALITY ASSURANCE DOCUMENT CONTROL

QUALITY ASSURANCE DOCUMENT CONTROL

95% PRE-TENDERDESIGN DEVELOPMENTSCHEME DESIGN

TENDER ISSUECONSTRUCTION ISSUE

© COPYRIGHT. THIS DOCUMENT AND DESIGN REMAIN THECOPYRIGHT OF CLARENCE CONSULTANTS PTY LTD ANDCANNOT BE REPRODUCED IN ANY WAY WITHOUT PRIORWRITTEN CONSENT.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LEVELSON SITE AS THIS IS NOT A WORKSHOP DRAWING.THE CONTRACTOR SHALL REFER ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHERDRAWINGS IN THE SET AND PROJECT SPECIFICATION.

DESCRIPTION

AMENDMENTS

CHK'DDATEREV

NOTES PROJECT DRAWING TITLE

STATUS DATE INITIALS ABN 561 695 437 63

Pty Ltd

Consulting Engineers

Electrical

Mechanical

Hydraulic

Power Infrastructure

Sustainability by Design

Level 1 53 Victoria St

Grafton 2460

ph: 02 6642 7239

Coffs Harbour 2450

ph: 02 6652 4855

mail@clarenceconsultants.com.au

1:200 MAR 13 BH BH

B14037 H04

DRYING

AREA

BIOGAS

CSTR

TANK

UASB

SUBSTRATE

TANKCSTR

TANK CSTR

TANK

B

B

B

B

2070

6669

0

1175 2032 BB

FIRE BRIGADE PUMPING APPLIANCE #2LOCATION AND SPACE ALLOWANCE

FIRE BRIGADE PUMPING APPLIANCE #1LOCATION AND SPACE ALLOWANCE

R10000

25m

31m

OPERATIONAL HYDRANT #1

OPERATIONAL HYDRANT #2

FH Ø150 IN GROUND CLASS 18 PVC FH Ø150 IN GROUND CLASS 18 PVC FH Ø150 IN GROUND CLASS 18 PVC

FH Ø150 IN GROUND CLASS 18 PVC FH Ø150 IN GROUND CLASS 18 PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø100 IN GR

OUND

CLA

SS 18

PVC

FH Ø100 IN GR

OUND

CLA

SS 18

PVC

FH Ø100 IN GROUND CLASS 18 PVC

PART SITE PLAN AND HYDRANTCOVERAGE PLAN - SHEET 1 OF 4STORAGE TANK AREA

FIRE SERVICES

A

BINDAREE BEEFNEW HYDRANT CONCEPT PLANS

12/03/14 BH

01 PRELIMINARY ISSUE 12/03/14 BH02 UPDATE 1 13/03/14 BH03 PLOTTED IN COLOUR - NO CHANGES 14/03/14 BHA FINAL CONCEPT PLAN 19/03/14 BH

1.

A1

QUALITY ASSURANCE DOCUMENT CONTROL

QUALITY ASSURANCE DOCUMENT CONTROL

95% PRE-TENDERDESIGN DEVELOPMENTSCHEME DESIGN

TENDER ISSUECONSTRUCTION ISSUE

© COPYRIGHT. THIS DOCUMENT AND DESIGN REMAIN THECOPYRIGHT OF CLARENCE CONSULTANTS PTY LTD ANDCANNOT BE REPRODUCED IN ANY WAY WITHOUT PRIORWRITTEN CONSENT.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LEVELSON SITE AS THIS IS NOT A WORKSHOP DRAWING.THE CONTRACTOR SHALL REFER ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHERDRAWINGS IN THE SET AND PROJECT SPECIFICATION.

DESCRIPTION

AMENDMENTS

CHK'DDATEREV

NOTES PROJECT DRAWING TITLE

STATUS DATE INITIALS ABN 561 695 437 63

Pty Ltd

Consulting Engineers

Electrical

Mechanical

Hydraulic

Power Infrastructure

Sustainability by Design

Level 1 53 Victoria St

Grafton 2460

ph: 02 6642 7239

Coffs Harbour 2450

ph: 02 6652 4855

mail@clarenceconsultants.com.au

1:200 MAR 13 BH BH

B14037 H05

FLARE

DRYING

AREA

BIOGAS

STORAGE

DOME

DIGESTATE

STORAGE

DIGESTATE

STORAGE

CSTR

TANK CSTR

TANK

B

B

BB

18m

40m

FIRE BRIGADE PUMPING APPLIANCE #2LOCATION AND SPACE ALLOWANCE

FIRE BRIGADE PUMPING APPLIANCE #1LOCATION AND SPACE ALLOWANCE

25m

31m

60m

OPERATIONAL HYDRANT #3

OPERATIONAL HYDRANT #1

OPERATIONAL HYDRANT #2

FH Ø150 IN GROUND CLASS 18 PVCFH

Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø150 IN GR

OUND

CLA

SS 18

PVC

FH Ø100 IN GR

OUND

CLA

SS 18

PVC

FH Ø100 IN GROUND CLASS 18 PVC

FH Ø100 IN GROUND CLASS 18 PVC

PART SITE PLAN AND HYDRANTCOVERAGE PLAN - SHEET 1 OF 4BIOGAS DOME AND FLARE

FIRE SERVICES

A

BINDAREE BEEFNEW HYDRANT CONCEPT PLANS

12/03/14 BH

01 PRELIMINARY ISSUE 12/03/14 BH02 UPDATE 1 13/03/14 BH03 PLOTTED IN COLOUR - NO CHANGES 14/03/14 BHA FINAL CONCEPT PLAN 19/03/14 BH

1.

A1

QUALITY ASSURANCE DOCUMENT CONTROL

QUALITY ASSURANCE DOCUMENT CONTROL

95% PRE-TENDERDESIGN DEVELOPMENTSCHEME DESIGN

TENDER ISSUECONSTRUCTION ISSUE

© COPYRIGHT. THIS DOCUMENT AND DESIGN REMAIN THECOPYRIGHT OF CLARENCE CONSULTANTS PTY LTD ANDCANNOT BE REPRODUCED IN ANY WAY WITHOUT PRIORWRITTEN CONSENT.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LEVELSON SITE AS THIS IS NOT A WORKSHOP DRAWING.THE CONTRACTOR SHALL REFER ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHERDRAWINGS IN THE SET AND PROJECT SPECIFICATION.

DESCRIPTION

AMENDMENTS

CHK'DDATEREV

NOTES PROJECT DRAWING TITLE

STATUS DATE INITIALS ABN 561 695 437 63

Pty Ltd

Consulting Engineers

Electrical

Mechanical

Hydraulic

Power Infrastructure

Sustainability by Design

Level 1 53 Victoria St

Grafton 2460

ph: 02 6642 7239

Coffs Harbour 2450

ph: 02 6652 4855

mail@clarenceconsultants.com.au

1:200 MAR 13 BH BH

B14037 H06

FIREPUMP 2

PUIMPROOM DETAIL

DRIVERLOCATION

CONTROLPANEL

150

FIREPUMP 1DRIVER

LOCATIONCONTROLPANEL

EXHAUST(IF DIESEL)PERFORATED ROLLER DOOR LARGE

ENOUGH TO REMOVE EITHERPUMP ON ITS SKIDS

600x600mm STORM WATERPIT TO BE CONNECTED TO

SITE STORM WATER SYSTEM

150

150

VENTILATION OPENINGS IN THISWALL TO PROVIDE CROSS VENTILATIONFOR ENGINES IF FITTED.MAY BE ACHIEVED WITH ANOTHERPERFORATED ROLLER DOOR.

CONTRACTOR TO ENGAGE ELECTRICIANTO PROVIDE LIGHTING TO PUMP SHED

TO AS1680.2.1

PUMP MOTORS CAN BE EITHER 2 DIESEL 1 DIESEL AND 1 ELECTRIC 2 ELECTRIC IF 1 IS FED FROM AN AUTOSTARTING EMERGENCY POWER GENERATOR SEE OPTIONS REPORT FOR MORE DETAILS

EXHAUST(IF DIESEL)

OUTLET

SUCTION

CONTROLPANEL

125 120

800

450mm x 450mm x 450mmCONCRETE SURROUND

FINISHED CONCRETE25mm ABOVE FINISHED

SURFACE LEVEL

Ø100 TEEØ100 RISER

FINISHED SURFACELEVEL

Ø65 HYDRANT VALVEWITH CHAIN AND CAP

100 x 65 REDUCER

TYPICAL EXTERNAL FREE STANDING FIRE HYDRANTN.T.S.

1200mm HIGH BOLLARDTO PROVIDE VEHICULAR

PROTECTION TOHYDRANTS

01 PRELIMINARY ISSUE 12/03/14 BH02 UPDATE 1 13/03/14 BHA FINAL CONCEPT PLAN 19/03/14 BH

12/03/14 BH

DETAILSFIRE SERVICES

A

A1

QUALITY ASSURANCE DOCUMENT CONTROL

QUALITY ASSURANCE DOCUMENT CONTROL

95% PRE-TENDERDESIGN DEVELOPMENTSCHEME DESIGN

TENDER ISSUECONSTRUCTION ISSUE

© COPYRIGHT. THIS DOCUMENT AND DESIGN REMAIN THECOPYRIGHT OF CLARENCE CONSULTANTS PTY LTD ANDCANNOT BE REPRODUCED IN ANY WAY WITHOUT PRIORWRITTEN CONSENT.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LEVELSON SITE AS THIS IS NOT A WORKSHOP DRAWING.THE CONTRACTOR SHALL REFER ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHERDRAWINGS IN THE SET AND PROJECT SPECIFICATION.

DESCRIPTION

AMENDMENTS

CHK'DDATEREV

NOTES PROJECT DRAWING TITLE

STATUS DATE INITIALS ABN 561 695 437 63

Pty Ltd

Consulting Engineers

Electrical

Mechanical

Hydraulic

Power Infrastructure

Sustainability by Design

Level 1 53 Victoria St

Grafton 2460

ph: 02 6642 7239

Coffs Harbour 2450

ph: 02 6652 4855

mail@clarenceconsultants.com.au

NTS MAR 13 BH BH

B14037 H07

BINDAREE BEEFNEW HYDRANT CONCEPT PLANS