ARCHITECTURAL DRAWINGS

BASIN ARL:7.00

BASIN BRL:8.00

BASIN CRL:9.00

MAIN HOSPITAL BUILDING

ON-GRADE CARPARK

PROPOSED SKILLSCENTRE.

CUDGEN ROAD

ENVIRONMENTAL AREA

PROPOSED MULTI-DECKCARPARK

HEALTH HUB

4 BIKES

8 BIKES

4 BIKES

4 BIKES

MIMIC

SFIP

PROVIDE FIRE MAIN AND FIRE

NETWORK CONNECTIONS FOR

FUTURE INCLUDING MONITORING OF

UNDERGROUND FIRE MAIN ISOLATION

VALVES

MONITORED SECTION

CONTROL VALVE (TYP)

CAPPED-OFF CONNECTION

WITH MONITORED ISOLATION

VALVE FOR FUTURE EXPANSION (TYP)

CAPPED-OFF CONNECTION

WITH MONITORED ISOLATION

VALVE FOR FUTURE EXPANSION (TYP)

FH

FH

PROVIDE 4 OFF DOUBLE FIRE HYDRANTS FOR BUSH FIRE

UTILISATION, LOCATED WITHIN 8m (HARDSTAND) TO SERVICES

ROAD AND AT UP TO 140m MAX. SPACING LOCATED TO

PROVIDE 70m COVERAGE FROM FIRE HYDRANTS FOR BUSH

FIRE PROTECTION BY RURAL FIRE BRIGADE.

REFER TO BUSH FIRE REPORT FOR FURTHER CLARIFICATIONS

FH

PROVIDE MONITORED SECTION CONTROL

VALVES TO FIRE MAIN SUPPLING FIRE

HYDRANTS USED FOR BUSH FIRE

PROTECTION BY RURAL FIRE BRIGADE.

REFER TO DRAWING NO. JHA-FS-DWG-SSI-

SK00001 FOR FIRE SERVICES

INFRASTRUCTURE WITHIN THE CENTRAL

ENERGY PLANT AND SERVICE YARD

LAYOUT

PROVIDE 150mm FIRE MAIN AND FIRE

NETWORK CONNECTIONS TO MULTI DECK

CARPARK INCLUDING MONITORING OF

ABOVE GROUND FIRE HYDRANT/ FIRE

SPRINKLER /FHR MAIN ISOLATION VALVES.

FOR CONTINUATION REFER TO DRAWING NO.

JHA-FS-DWG-MCP-20B3001-PDF

FIRE MAIN CONNECTION AND FIRE NETWORK

CONNECTION TO FIRE PUMP ROOM/BUILDING

INCLUDING MONITORING OF UNDERGROUND

ISOLATION FIRE MAIN VALVES.

REFER TO DRAWING NO. JHA-FS-DWG-SSI-

SK00001 FOR FIRE SERVICES

INFRASTRUCTURE WITHIN THE CENTRAL

ENERGY PLANT AND SERVICE YARD LAYOUT

FH

FH

FIRE NETWORK CONNECTION TO BUILDING SFIP

AND SECP ON LOWER GROUND (SECURITY)

MAIN ENTRY, INCLUDING

- 2 x 50 mm UNDERGROUND FIRE NETWORK

PITS/CONDUITS

- 2 x 12 CORE SINGLE MODE FIBRE OPTICAL

FIRE NETWORK BETWEEN MFIP AND SFIPs

- 2 PAIR COPPER CABLING FOR MONITORING OF

UNDERGROUND ISOLATION FIRE MAIN VALVES.

REFER TO DRAWING NO. 130559-JHA-FR-

DWG-1022 FOR LOWER GROUND SHEET FIRE

SERVICES LAYOUT

FH

SITE WIDE FIRE RING MAIN CONNECTION AND FIRE

NETWORK CONNECTED TO 2 OFF HEALTH HUB

BUILDINGS SFIPs VIA UNDERGROUND FIRE

NETWORK. REFER TO DRAWING NO. JHA-FS-DWG-

HUB-2000001 FOR HEALTH HUB BUILDINGS LAYOUT

FH

PROVIDE FIRE MAIN AND FIRE NETWORK

CONNECTIONS FOR FUTURE EXPANSION

INCLUDING MONITORING OF UNDERGROUND

ISOLATION FIRE MAIN VALVES.

FH

PROVIDE MONITORED SECTION CONTROL

VALVES TO FIRE MAIN SUPPLING FIRE

HYDRANTS USED FOR BUSH FIRE PROTECTION

BY RURAL FIRE BRIGADE.

PROVIDE FIRE MAIN AND FIRE NETWORK

CONNECTIONS PITS/CONDUITS FOR FUTURE

EXPANSION, INCLUDING MONITORING OF

UNDERGROUND ISOLATION FIRE MAIN VALVES.

FH

NOTES

1. REFER TO THE COVER SHEET DRAWING NO. JHA-FS-DWG-

PRW-0000001 FOR DRAWING SCHEDULE, LEGEND AND GENERAL

NOTES.

2. REFER TO THE HYDRAULIC SITE PLAN AND SHARED TRENCH

DETAIL SHEETS DRAWING NO. JHA-HY-DWG-SSI-1000001 FOR FIRE

MAIN AND FIRE NETWORK LOCATIONS WITHIN SHARED SERVICES

TRENCH .

3. PROVIDE FIRE SERVICES DESIGN REQUIREMENTS TO THE

CURRENT BCA REPORT, FIRE ENGINEERING REPORTS AND

HEALTH INFRASTRUCTURE GUILDELINES, INCLUDED STAGED

SCOPE TO SUIT THE CONSTRUCTION PROGRAM.

4. REFER TO THE DRAWING NO. JHA-FS-DWG-PRW-7000001, 7100001

AND 7200001 FOR : MAIN BUILDING SCHEMATIC LAYOUTS

- FIRE HYDRANT/FIRE HOSE REEL SCHEMATIC LAYOUT

- FIRE ALARM SCHEMATIC LAYOUT.

- EWIS AND OWS SCHEMATIC LAYOUT.

- REFER TO MULTI DECK CARPARK SCHEMATIC LAYOUTS

DRAWINGS JHA-FS-DWG-MCP-7000001-PDF & JHA-FS-DWG-

MCP-7000002-PDF

5. PROVIDE FIRE HYDRANT / FIRE HOSE REEL SYSTEMS TO NCC2019,

AS2419.1 - 2005 AND AS2441 - 2012 REQUIREMENTS

6. NEW ADDRESSABLE SMOKE DETECTION SYSTEM FIRE NETWORK

TO NCC2019, AS1670.1 - 2018 REQUIREMENTS AND

EMERGENCY WARNING AND INTERCOMMUNICATIONS SYSTEM

(EWIS) WITH PUBLIC ADDRESS (PA) CAPABILITY DESIGNED TO

NCC2019, AS1670.4 - 2018 REQUIREMENTS. EWIS ZONES ARE TO

MATCH FIRE COMPARTMENT ZONES.

7. PROVIDE UNDERGROUND 2 x 50 mm CONDUITS WITH

PITS/CONDUITS FOR DUAL PATH FIRE NETWORK FIBRE OPTIC

CABLING AND COPPER FIRE MONITORING CABLING TO ALL

UNDERGROUND FIRE ISOLATION VALVE PITS AND BRANCHES FOR

ISOLATION VALVE MONTTORING.

8. PROVIDE 12 CORE SINGLE MODE FIBRE OPTICAL CABLING /

FOBOTS LINKING ALL BUILDING AND SITE WIDE SFIPS TO THE MAIN

FIP WITHIN THE BASEMENT FIRE CONTROL CENTRE.

PROVIDE EWIS PANEL NETWORKING FROM BUILDING SECP TO THE

MASTER MECP.

9. PROVIDE 150mm FIRE RING MAIN WITH MONITORED ISOLATION

VALVES PITS AND CONNECTED TO THE FIRE NETWORK. ALL FIRE

HYDRANT SECTIONS USED FOR BUSHFIRE PROTECTION ARE TO

HAVE MONITORED SECTION CONTROL VALVES.

10. MULTI DECK CARPARK FIRE HYDRANT SYSTEM TO BE DESIGN TO

AS2419.1 - 2017 PENDING CERTIFIER, FIRE ENGINEER AND FRNSW

REVIEW AND INCORPORATION WITHIN THE FIRE ENGINEERING

REPORT.

LEGEND

FIRE SERVICES CONDUITS

FIRE HYDRANT SERVICE

FHDOUBLE FIRE HYDRANT

MONITORED SECTION CONTROL VALVE

SINGLE FIRE HYDRANTFH

FH

BASEMENT FIRE CONTROL CENTRE AND

FIRE BOOSTERS

LOWER GROUND FIRE

CONTROL CENTRE

GROUND MAIN ENTRY FIRE

MIMIC PANEL

EXTEND 150mm FIRE MAIN (FH/FS/FHR) AND 2 X

50mm FIRE NETWORK PITS & CONDUITS FROM THE

HEALTH HUB TERMINATION POINTS FOR

EXTENSION TO THE FUTURE BUILDINGS

CONNECTION POINT. PROVIDE MONITORED 150mm

FIRE MAIN ISOLATION VALVE CONNECTED TO THE

FIRE ALARM SYSTEM.

PROVIDE FIRE NETWORK

CONNECTIONS TO MULTI DECK

CARPARK SFIP AT GROUND LEVEL

MULTI DECK CAR PARK:

PROVIDE 200mm HDPE FIRE MAIN AND FIRE NETWORK

CONNECTIONS TO MULTI DECK CARPARK SFIP

INCLUDING

- MONITORING OF ABOVE GROUND FIRE HYDRANT/

FIRE SPRINKLER /FHR MAIN ISOLATION VALVES

- PROVISION OF SMOKE HAZARD MANAGEMENT

- OCCUPANT WARNING SYSTEM

REFER TO MULTI DECK CAR PARK SERIES DRAWINGS.

PROVIDE 150mm FIRE MAIN AND FIRE

NETWORK CONNECTIONS TO MULTI

DECK CARPARK INCLUDING

MONITORING OF ABOVE GROUND

FIRE HYDRANT/ FIRE SPRINKLER /FHR

MAIN ISOLATION VALVES

PROVIDE FIRE MAIN AND FIRE

NETWORK CONNECTIONS FOR

FUTURE INCLUDING MONITORING OF

UNDERGROUND ISOLATION FIRE MAIN

VALVES

EXTENSION OF FH/FHR SYSTEM AND FIRE ALARM

SYSTEM TO FUTURE BUILDINGS BY SEPARATE

DESIGN TEAM

Ø200 HDPE

Ø200 HDPE

Ø200 HDPE

Ø200 HDPE

Ø200 H

DPE

Ø200 HDPE

Ø200 HDPE

PROVIDE 200mm HDPE FIRE MAIN AND

FIRE NETWORK CONNECTIONS TO MULTI

DECK CARPARK INCLUDING MONITORING

OF ABOVE GROUND FIRE HYDRANT/ FIRE

SPRINKLER /FHR MAIN ISOLATION

VALVES

-

---

-

---

-

---

-

---

EXTERNAL 200mm HDPE FIRE MAIN

CONNECTION TO MULTI DECK

CARPARK AND FUTURE EXTENSIONS

PROVIDE 150mm FIRE MAIN CONNECTION

TO MULTI DECK CARPARK. FOR

CONTINUATION REFER TO DRAWING NO.

JHA-FS-DWG-MCP-20B1001-PDF

PROVIDE 150mm FIRE MAIN CONNECTION TO

MULTI DECK CARPARK FS/FH/FHR RISER IN

FIRE STAIR 2. FOR CONTINUATION REFER TO

MULTI DECK CARPARK DRAWING NO. JHA-FS-

DWG-MCP-20B2001-PDFPROVIDE LINK TO THE SFIP

ABOVE FROM SITEWIDE FIRE

NETWORK. FOR CONTINUATION

REFER TO MULTI DECK CARPARK

DRAWING NO. JHA-FS-DWG-

MCP-2100001-PDF

OFFSET FIRE MAIN AND FIRE

NETWORK CONDUITS AROUND DRIVE

WAY ENTRY SLAB ABOVE

EXTERNAL 150mm SITE FIRE MAIN WITH

UNDERGROUND ISOLATION VALVE WITH FIRE

NETWORK PITS / CONDUITS CAPPED FOR

FUTURE EXPANSION

FH

FH

FH

NO

RTH

Level 23, 101 Miller Street,North SydneyNSW 2060Australia

+61 (02) 9437 1000

general@jhaengineers.com.au

www.jhaservices.com

TITLEPROJECTARCHITECTCLIENT CONSULTANT

DRAWING No. REV

SCALE @ A0

All dimensions to be verified on site/s prior tocommencement of on-site work and/ or off-siteprefabrication. Figured dimension to be taken inpreference to scaled dimensions. This drawingis copyright and remains the property of JHAConsulting Engineers. Reproduction in whole orpart of these drawings without written consentconstitutes an infringement of copyright.

CHECKED

DRAWN

APPROVED

CREATED

3

2

1

A B C D E F G H J K L M N P

4

5

6

7

8

Q

9

10

O

A B C D E F G H J K L M N P QO

3

2

1

4

5

6

7

8

9

10NOT TO BE USED FOR CONSTRUCTION

13/09/2019 9:06:09 AM

C:\Users\nbernil\Documents\Revit\130559-JHA-FR-MDL-0001_neil.bernil.rvt

2

1 : 500

TWEED VALLEY HOSPITAL

C.Y.

R.M.

FIRE SERVICES

P.R.

JHA-FS-DWG-SSI-

SITE PLAN

PRELIMINARY ISSUE

MAR 19

KEY PLAN

1 2

3 4

REVISION / AMENDMENTS

Rev Date Description Verified

0 02.04.19 PRELIMINARY ISSUE

1

2

SK00002-PDF

07.08.19 SKILLS CENTRE LAYOUTSKILLS CENTRE LAYOUT13.09.19

BASIN ARL:7.00

BASIN BRL:8.00

BASIN CRL:9.00

BASIN DRL:6.00

MAIN HOSPITAL BUILDING

ON-GRADE CARPARK

PROPOSED SKILLSCENTRE.

PRODUCE FARM

CUDGEN ROAD

KINGSCLIFF TAFE

TURNOCK STREET

ENVIRONMENTAL AREA

McPHAIL AVENUE

PROPOSED MULTI-DECKCARPARK

HEALTH HUB

4 BIKES

8 BIKES

4 BIKES

4 BIKES

MAIN WATER SUPPLY FROM

300mm RISING MAIN. NEW

200mm CONNECTION

CONNECT TO EXISTING

300mm TRUNK MAIN

100mm POTABLE COLD WATER METERS &

DUAL BACKFLOW PREVENTION DEVICE ON

200mm SERVICE

SMH 12

IL 22.989

SMH 5

IL 21.045

SMH 4

IL 19.706

SMH 3

IL 17.405

SMH 8

IL 14.628

SMH 1

IL 15.30

SMH 17

IL 26.350

SMH 14

IL 24.750

SMH 2

IL 15.856

IN-GROUND 4000L GREASE ARRESTOR

IN-GROUND 2000L COOLING PIT

BULK UNDERGROUND 58kL LPG

TANK COMPLETE WITH HOT WATER

VAPORIZATION ADJACENT.

REUSE WATER EXTENDS TO CEP FOR

COOLING TOWER TOPUP & LANDSCAPE

IRRIGATION SUPPL

NPCW FEED FROM TANK TO EXTEND

INTO FILTRATION PLANT LOCATED IN

BASEMENT PLANT ROOM

PRESSURE SERVICES FOR MULTI-DECK CAR PARK

• 50mm POTABLE COLD WATER SUPPLY FROM INCOMING 200mm

COLD WATER SUPPLY FROM AUTHORITY MAIN

• 32mm LPG SUPPLY. PROVIDE GAS STEP DOWN REGUALTOR

AND METER LOCATED ON EXTERNAL WALL.

• 25mm REUSE COLD WATER SUPPLY

INGROUND FIRST FLUSH DIVERTOR

SIPHONIC BREAK

SMH 9

IL 20.753

SMH

RL 23.000

IL 21.547

ø225

Ø200mm CW

Ø150mm CW

Ø100mm LPG

Ø250mm CW

Ø150mm CW

Ø100mm LPG

Ø250mm CW

Ø150mm CW

Ø100mm LPG

ø150

ø100

ø100

ø150

Ø200mm CW

Ø150mm CW

SEWER PUMPING STATION WITH MUFFIN MONSTER

ON OUTLET AND DUAL SUBMERSIBLE PUMPS.

REFER TO SPECIFICATION FOR FURTHER DETAIL

180mm PE PRIVATE SEWER RISING

MAIN TO CONNECT INTO 300mm

AUTHORITY RISING MAIN AS

NOMINATED

POTABLE COLD WATER TOPUP TO FIRE

STORAGE TANK

150mm AUTHORITY COLD WATER MAIN

150mm AUTHORITY COLD WATER MAIN

PROVIDE 70kPa STEP DOWN REGULATOR

AND MAIN BUILDING METER IN SERVICE

YARD. LOCATE BUILDING MAIN ISOLATION

VALVE EXTERNALLY

300mm AUTHORITY COLD WATER M

AIN10

3410

34

ø50

ø65

CAPPED PROVISION FOR

FUTURE RETAIL

SMH

SMH

SMH

RL 16.500

IL 15.730

SMH

CAPPED PROVISIONS FOR FUTURE BUILDINGS.

• 225mm SEWER PROVISION

• 100MM COLD WATER SUPPLY FROM INCOMING 200MM FEED

FROM AUTHORITY MAIN

• 80mm LPG @ 140kPa

SMH

RL 16.200

IL 15.083

SMH

RL 15.600

IL 14.760

ø225

ø225 @0.65%

ø225 @0.65%

ø100 @1.66%

SMH

RL 25.000

IL 22.377

225mm SEWER PROVISION

FOR FUTURE CONNECTION

ø150

SMH

RL 23.000

IL 22.215

SMH

RL 23.000

IL 21.255

SMH

RL 24.500

IL 23.00

150mm CAPPED DRAINAGE PROVISION

FOR CONNECTION TO SKILS CENTRE BY

MODULAR CONTRACTOR

PROVIDE THE FOLLOWING PROVISION FOR THE SKILLS

CENTRE TO BE EXTENDED BY THE MODULAR CONTRACTOR:

• METERED 50mm PCW SUPPLY

• 50mm LPG @ 140kPa WITH METER SET COMPLETE WITH

STEP DOWN REGULATOR

MHB-20LG002

SMH

IL 21.230ø150

21.257

ø225

CAPPED PROVISION FOR FUTURE

EXTENSION

• 100mm SD

• 80mm LPG

• 100MM CWSMH 6

IL 21.245

MH

B-2

0LG

002

MH

B-2

0LG

002

MH

B-2

0LG

002

MHB-20LG002

MH

B-2

0LG

002

SMH 16

IL 25.950

SMH 17

IL 26.350

SMH 15

IL 24.199

MHB-2000004

MH

B-2

0000

04

MH

B-2

0000

04

MH

B-2

2000

04

MH

B-2

0000

04

SMH 13

IL 23.368 MH

B-2

0000

03

MH

B-2

0LG

003

MH

B-2

2LG

003

MHB-20LG003

MHB-20LG003

MHB-20LG003

MHB-20LG003

MHB-20LG003

SMH 11

IL 21.588

SIPHONIC BREAK PIT

SMH 10

IL 20.943

MH

B-2

0B10

01

MH

B-2

0B10

01

MH

B-2

0B10

01

MHB-20B1001

MH

B-2

0B10

01

MH

B-2

2B10

01

MH

B-2

0B10

01

MH

B-2

0LG

001

MH

B-2

2LG

002

ø1

00

ø1

50

ø1

00

MHB-22B1003

ø65

ø65

ø65

MCP-2000003

MC

P-2000003

ø300 @1.00%

SEWER EMERGENCY STORAGE HOLDING TANK

ø200ø65

NO

RTH

Level 23, 101 Miller Street,North SydneyNSW 2060Australia

+61 (02) 9437 1000

general@jhaengineers.com.au

www.jhaservices.com

TITLEPROJECTARCHITECTCLIENT CONSULTANT

DRAWING No. REV

SCALE @ A0

All dimensions to be verified on site/s prior tocommencement of on-site work and/ or off-siteprefabrication. Figured dimension to be taken inpreference to scaled dimensions. This drawingis copyright and remains the property of JHAConsulting Engineers. Reproduction in whole orpart of these drawings without written consentconstitutes an infringement of copyright.

CHECKED

DRAWN

APPROVED

CREATED

3

2

1

A B C D E F G H J K L M N P

4

5

6

7

8

Q

9

10

O

A B C D E F G H J K L M N P QO

3

2

1

4

5

6

7

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20/02/2020 3:59:45 PM

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1 : 750

TWEED VALLEY HOSPITAL

J.K.

L.K.

HYDRAULIC SERVICES

D.G.M.

JHA-HY-DWG-SSI-1000001-PDF

SITE PLAN

PRELIMINARY ISSUE

APR 19

OUT OF STRATA

SERVICE SHOWN ON THIS DRAWING ARE BELOW SLAB

REVISION / AMENDMENTS

Rev Date Description Verified

0 02.04.19 PRELIMINARY ISSUE D.G.M.

1 10.07.19 SCHEMATIC DESIGN D.G.M.

2 06.08.19 REVISED SCHEMATIC DESIGN D.G.M.

3 23.08.19 REVISED SCHEMATIC DESIGN D.G.M.

4 13.09.19 REVISED SCHEMATIC DESIGN D.G.M.

5 22.02.20 REVISED SCHEMATIC DESIGN D.G.M.

02.04.19 PRELIMINARY ISSUE07.08.19 SSD2 DRAFT13.09.19 SSD2 DRAFT

JHA­HY­DWG­SSI­SK00001­PDF 3

LEGEND

POTABLE COLD WATER SERVICE

LPG SERVICE

FIRE HYDRANT SERVICE

FIRE SERVICE CONDUITS

SEWER DRAINAGE

SEWER RISING MAIN

TRADE WASTE DRAINAGE

TRADE WASTE DRAINAGE (HELIPAD)

SEWER DRAINAGE

SEWER RISING MAIN

TRADE WASTE DRAINAGE

STORMWATER DRAINAGE

SIPHONIC DRAINAGE

TRADE WASTE DRAINAGE (HELIPAD)

20.02.20 SSD2 FINAL SUBMISSION

CW[B] 200 (PE)

SD[B] 225 (uPVC)

CW

[B] 5

0 (P

E)LP

G[B

] 50

(PE)

LPG[B] 125 (PE)

LPG[B] 125 (PE)

CW[B] 200 (PE)

NDCW[B] 160 (PE)

LPG[B] 160 (PE)

FS[B] 200 (PE)

LPG[B] 32

(PE)

NDCW[B] 25 (PE)

CW[B] 50 (PE)

FS[B] 200 (PE)LPG[B] 125 (PE)

LPG[B] 125 (PE)CW[B] 200 (PE)

CW[B

] 200

(PE)

180 (PE)

180

(PE)

LPG[B] 160 (PE)

SDPRM[B] 180 (P

E)

SD[B] 225 (uPVC)

SDPRM[B] 180 (P

E)

FS[B] 200 (PE)

SDPRM[B] 180 (P

E)

SD[B] 300 (uPVC)

SD[

B] 2

25 (u

PVC

)

SD[B] 225 (uPVC)

SD[B] 225 (uPVC)

SD[B] 100 (uPVC)FS[B] 200 (PE)

LPG[B] 160 (PE)

CW[B] 125 (PE)

uSDPRM[B] 300

eCW[B] 300

INLET MANHOLE

SEWER HOLDING TANK

PUMP STATION

NDCW[B] 75 (PE)

FS[B] 200 (PE)

SD[B] 225 (uPVC)

CW[B

] 200

(PE)

NDCW

[B] 1

60 (P

E)

LPG

[B] 1

60 (P

E)

FS[B] 200 (PE)SD[B] 225 (uPVC)

NDCW[B] 75 (PE)

FS[B] 200 (PE)

NDCW[B] 75 (PE)

CW[B] 200 (PE)

CW[B] 200 (PE)

FS[B] 200 (PE)

CW[B] 200 (PE)

SD[B

] 150

(uPV

C)

FH[B

] 110

(PE

)

FS[B] 200 (PE)

FS[B] 200 (PE)

FS[B] 110 (PE)FH

FS[B

] 200

(PE

)LP

G[B

] 125

(PE)

SDPR

M[B

] 160

(PE

)

200 (PE)125 (PE)FS[B] 160 (PE)

NDCW[B] 75 (PE)

CW[B] 200 (PE)

CW[B] 200 (PE)

CW[B] 200 (PE)

CW[B] 200 (PE)

CW[B

] 200

(PE)

FS[B

] 160

(PE)

FS[B] 1

10 (P

E)

SD[B] 300 (uPVC)

CW[B] 25 (PE)

NDCW[B] 75 (PE)

TURNOCK STREET

CUDGEN ROAD

CUDGEN ROAD

CUDGEN ROAD

200 10 30 40 50 60 70 80 10090 110 150120 130 140

NORTH POINT NOTES PROJECT CLIENT

REV

SCALE

DATE

JOB No.

TITLE

DRAWING No.

DESIGNED CHECKED APPROVED

A0SHEET SIZE:

ARCHITECTKEY PLUMBING CONTRACTOR

C:\R

evit

wo

rkse

ts 2

018

\PP

G-H

Y-B

IM-S

SI-

000

000

1-R

VT

_T

Ca

irney

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AP

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19/

02/2

02

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1 : 750

A

EARLY WORKS - LOCATION PLAN -SERVICES

PPG-HY-DWG-SSI-1000902-PDF6574000

TWEED VALLEY HOSPITALDEVELOPMENT SITESERVICESINFRASTRUCTURE

Powell Street & Florence Street, TweedHeads NSW 2485

11/12/19HYDRAULIC SERVICESPIPEWORK IS DRAWN OUT

OF STRATA

PIPEWORK ISDRAWN ASVIEWED OUTOF STRATA

Z1

Z2Z3

Z4

Z5Z6

Z7

Z8Z9

Z10

REFER TO DETAILED ZONE DRAWINGS FOR NOTES, INVERT LEVELS, SPOT SLOPES, SPOT COORDINATES, EQUIPMENT NOMENCLATURE, VALVE LOCATIONS, AND TRENCH LOCATIONS,DIMENSIONS AND SECTIONS.

REV AMENDMENT DATE1 ISSUED FOR REVIEW 13/11/20192 ISSUED FOR REVIEW 20/11/20193 ISSUED FOR REVIEW 27/11/20194 ISSUED FOR REVIEW 28/11/2019A PART 5 - CONTRACT DOCUMENTATION 03/02/2020

TW JM DP

RL10.0

RL10.0

RL10.0

CW[B] 200 (PE)

SD[B] 225 (uPVC)

CW[B

] 50

(PE)

LPG[

B] 5

0 (P

E)

LPG[B] 125 (PE)

LPG[B] 125 (PE)

CW[B] 200 (PE)

NDCW[B] 160 (PE)

LPG[B] 160 (PE)

FS[B] 200 (PE)

LPG[B] 32 (PE)

NDCW[B] 25 (PE)

CW[B] 50 (PE)

FS[B] 200 (PE)LPG[B] 125 (PE)

FS[B]

200 (

PE)

LPG[

B] 12

5 (PE

)CW

[B] 20

0 (PE

)

LPG[B] 125 (PE)CW[B] 200 (PE)

CW[B

] 200

(PE)

SDPRM[B] 180 (PE)

SDPR

M[B ]

180 (

PE)

SDPR

M[B]

180 (

PE)

LPG[B] 160 (PE)

SDPRM[B] 180 (PE)

SD[B] 225 (uPVC)SDPRM[B] 180 (PE)

FS[B] 200 (PE)

SDPRM[B] 180 (PE)SD[B] 300 (uPVC)

SD[B

] 225

(uPV

C)

SD[B] 225 (uPVC)

SD[B] 225 (uPVC)

SD[B] 100 (uPVC)FS[B] 200 (PE)

LPG[B] 160 (PE)

CW[B] 125 (PE)

uSDPRM[B] 300

eCW[B] 300

1PPG-HY-DWG-SSI-1000932-PDF

INLET MANHOLE

SEWER HOLDING TANK

PUMP STATION

NDCW[B] 75 (PE)

FS[B] 200 (PE)

SD[B] 225 (uPVC)

CW[B

] 200

(PE)

NDCW

[B] 1

60 (P

E)LP

G[B]

160 (

PE)

FS[B] 200 (PE)SD[B] 225 (uPVC)

NDCW[B] 75 (PE)

FS[B] 200 (PE)

NDCW[B] 75 (PE)

CW[B] 200 (PE)

CW[B] 200 (PE)

FS[B] 200 (PE)

CW[B] 200 (PE)

SD[B

] 150

(uPV

C)

FH[B

] 110

(PE)

FS[B

] 200

(PE)

FS[B] 200 (PE)

FS[B] 200 (PE)

FS[B] 110 (PE)FH

FS[B

] 200

(PE)

LPG[

B] 12

5 (PE

)

SDPR

M[B]

160 (

PE)

CW[B] 200 (PE)LPG[B] 125 (PE)

FS[B] 160 (PE)

NDCW[B] 75 (PE)

CW[B] 200 (PE)

CW[B] 200 (PE)

CW[B] 200 (PE)

CW[B] 200 (PE)

CW[B

] 200

(PE)

FS[B

] 160

(PE)

FS[B] 110 (P

E)

SD[B] 300 (uPVC)

CW[B] 25 (PE)

NDCW[B] 75 (PE)

BPPG-HY-DWG-SSI-1000951-PDF

DPPG-HY-DWG-SSI-1000951-PDF

FPPG-HY-DWG-SSI-1000951-PDF

HPPG-HY-DWG-SSI-1000951-PDF

IPPG-HY-DWG-SSI-1000951-PDF

MPPG-HY-DWG-SSI-1000951-PDF

KPPG-HY-DWG-SSI-1000951-PDF

JPPG-HY-DWG-SSI-1000951-PDF

JPPG-HY-DWG-SSI-1000951-PDF

APPG-HY-DWG-SSI-1000951-PDF

CPPG-HY-DWG-SSI-1000951-PDF

EPPG-HY-DWG-SSI-1000951-PDF

GPPG-HY-DWG-SSI-1000951-PDF

APPG-HY-DWG-SSI-1000951-PDF

JPPG-HY-DWG-SSI-1000951-PDF

GPPG-HY-DWG-SSI-1000951-PDF

GPPG-HY-DWG-SSI-1000951-PDF

LPPG-HY-DWG-SSI-1000951-PDF

LPPG-HY-DWG-SSI-1000951-PDF

200 10 30 40 50 60 70 80 10090 110 150120 130 140

NORTH POINT NOTES PROJECT CLIENT

REV

SCALE

DATE

JOB No.

TITLE

DRAWING No.

DESIGNED CHECKED APPROVED

A0SHEET SIZE:

ARCHITECTKEY PLUMBING CONTRACTOR

C:\R

evit

wor

kset

s 20

18\P

PG-H

Y-BI

M-S

SI-0

0000

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VT_T

Cai

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t4/

02/2

020

12:2

7:16

AM 1 : 750

A

EARLY WORKS - LOCATION PLAN -SERVICES

PPG-HY-DWG-SSI-1000902-PDF6574000

TWEED VALLEY HOSPITALDEVELOPMENT SITESERVICESINFRASTRUCTURE

Powell Street & Florence Street, TweedHeads NSW 2485 11/12/19HYDRAULIC SERVICES

PIPEWORK IS DRAWN OUTOF STRATA

PIPEWORK ISDRAWN ASVIEWED OUTOF STRATA

Z1

Z2Z3

Z4

Z5Z6

Z7

Z8Z9

Z10

REFER TO DETAILED ZONE DRAWINGS FOR NOTES, INVERT LEVELS, SPOT SLOPES, SPOT COORDINATES, EQUIPMENT NOMENCLATURE, VALVE LOCATIONS, AND TRENCH LOCATIONS,DIMENSIONS AND SECTIONS.

REV AMENDMENT DATE1 ISSUED FOR REVIEW 13/11/20192 ISSUED FOR REVIEW 20/11/20193 ISSUED FOR REVIEW 27/11/20194 ISSUED FOR REVIEW 28/11/2019A PART 5 - CONTRACT DOCUMENTATION 03/02/2020

TW JM DP