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* * HARRIS KMON SOLUTIONS PO Box 213 PALMERSTON NT 0831 [email protected] www.hksolutions.com.au N WARNING !! BEWARE OF UNDERGROUND SERVICES CHECK WITH ALL RELEVANT AUTHORITIES AND CARRY OUT SITE INSPECTIONS TO DETERMINE THE LOCATION OF ALL EXISTING SERVICES PRIOR TO STARTING ANY EXCAVATIONS - DIAL 1100 FOR ANY SERVICE LOCATIONS PERMISSION TO USE FOR CONSTRUCTION ONLY SIGNED............................................ DATE:............................. On behalf of Water Services for the incorporation into Power and Water Corporation's network This permission to use this approved design is given on the basis that the developer and/or consultant is not absolved from full responsibility for the correctness and accuracy of the design and/or documents associated. This drawing is valid for two years from the date of signing.

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**

HARRIS KMON SOLUTIONS

PO Box 213

PALMERSTON NT 0831

[email protected]

www.hksolutions.com.au

N

WARNING !!

BEWARE OF UNDERGROUND SERVICES

CHECK WITH ALL RELEVANT AUTHORITIES AND CARRY

OUT SITE INSPECTIONS TO DETERMINE THE LOCATION

OF ALL EXISTING SERVICES PRIOR TO STARTING ANY

EXCAVATIONS

- DIAL 1100 FOR ANY SERVICE LOCATIONS

PERMISSION TO USE FOR CONSTRUCTION ONLY

SIGNED............................................ DATE:.............................

On behalf of Water Services for the incorporation into Power and

Water Corporation's network

This permission to use this approved design is given on the

basis that the developer and/or consultant is not absolved from

full responsibility for the correctness and accuracy of the design

and/or documents associated.

This drawing is valid for two years from the date of signing.

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PROPOSED CONNECTION
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TANK STAND PLINTH
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EXISTING CHLORINATION BUILDING TO BE ABANDONED
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EXISTING TRANSFER PUMP SHED TO BE REMOVED
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EXISTING 1ML TANK
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EXISTING OUTLET
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EXISTING TANK INLET RISER
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EXISTING SECONDARY BORE RISING MAIN ( LOCATION UNCONFIRMED )
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EXISTING BORE RISING MAIN (TANK INLET)
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EXISTING TANK OUTLET MAIN (LOCATION TBC)
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EXISTING INLET
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REDUNDANT RECIRC LINE TO BE ABANDONED
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REMOVE REDUNDANT TRANSFER LINE (FINAL STAGE)
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DISCONNECT AND CAP EXISTING PUMP SUCTION AND BY-PASS LINES
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EXISTING SAFETY SHOWER
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PROPOSED CONNECTION
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EXISTING OUTLET DROPPER TO DISPENSER
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DROPPER TO DISPENSER
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EXISTING SCOUR DRAIN TO BE RETAINED
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REROUTE ELECTRICAL TO NEW PANEL
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CONDUITS ON UPSTANDS
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CONDUITS ON UPSTANDS BELOW MAIN
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EXISTING SPRINGS PUMP MAIN TO BE ABANDONED
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REROUTE ELECTRICAL TO NEW PANEL
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EXISTING CHLORINE DRUM STORE TO BE REMOVED
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EXISTING WATER POINT SUPPLY LINE TO BE RETAINED
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EXISTING WATER POINT SUPPLY LINE
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REMOVE REDUNDANT SUCTION LINE
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REMOVE REDUNDANT ELEVATED BY PASS LINE
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REMOVE EXISTING POWER AND CONTROL CABLING - PROVIDE TEMP ALTERNATIVE
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REROUTE ELECTRICAL TO NEW PANEL
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Plot Date:
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Cad File No:
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16 April 2019 - 2:57 PM - 2:57 PM2:57 PM
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C:\Users\HKSolutions Grant\Harris Kmon Solutions\Elisha Harris - Files\Jobs\19006 - PWC Cox Peninsula Water Treatment\20 Dwgs\CAD\19006-C01-DEMO.dwg
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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APPD
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CKD
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DATE
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DRN
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DRG NO
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ASSOCIATED DRAWINGS
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DESCRIPTION
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DES
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DRN
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CKD
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APPD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
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AMDT
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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DEMOLITION PLAN
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LDM
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LDM
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BK
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EH
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m
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B
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19006-C01-DEMO
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A
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ISSUED FOR APPROVAL
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LDM
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12.2.19
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BK
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B
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CONCEPT DESIGN
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LDM
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16.2.19
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BK
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0
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SCALE 1:50 AT ORIGINAL SIZE
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0.5
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2.0
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2.5m
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1.5
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1.0
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CONCEPT ONLY

**

ENGINEERING

PROJECT MANAGEMENT

DARWIN.GEELONG.CAIRNS

[email protected]

www.hksolutions.com.au

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METERING CB
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kWH
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kWH METER
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6 A
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10 A
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~
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AC
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DC
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+/-
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20 A
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PFR
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SPD
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NOTES: 1. CONCEPT FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR THE CONCEPT FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR THE FINAL DESIGN & CONSTRUCTION OF MCC-01 AND ALL THE ELECTRICAL AND AUTOMATION SYSTEMS AND CONNECTIONS. 2. CONTRACTOR TO DEVELOP A CUTOVER PLAN TO MIGRATE ALL EXISTING CONTRACTOR TO DEVELOP A CUTOVER PLAN TO MIGRATE ALL EXISTING ELECTRICAL AND CONTROL SUPPLIES TO THE NEW MCC-01. 3. MAIN SWITCH CB AND BORE CONTROL FEEDER CB SIZE TO CONSIDER THE MAIN SWITCH CB AND BORE CONTROL FEEDER CB SIZE TO CONSIDER THE NEXT SIZE UP FROM THE PUMP CB. 4. SURGE PROTECTION SHALL HAVE THE FOLLOWING WARNING LABEL "MAIN SURGE PROTECTION SHALL HAVE THE FOLLOWING WARNING LABEL "MAIN SWITCH DOES NOT ISOLATE MAIN SURGE CIRCUIT" 5. SURGE PROTECTION CB SHALL HAVE THE FOLLOWING WARNING LABEL " SURGE PROTECTION CB SHALL HAVE THE FOLLOWING WARNING LABEL " MAIN SURGE PROTECTION ISOLATION" 6. SUPPLY AND INSTALL NEW DIRECT CONNECTED 3 PHASE METERING AND SUPPLY AND INSTALL NEW DIRECT CONNECTED 3 PHASE METERING AND CUBICLE IN ACCORDANCE WITH PWC METERING MANUAL AND PWC STANDARD DRAWNG S11-2-7-46. 7. 24 V DC POWER SUPPLY TO THE INSTRUMENTS ARE TO BE CONFIRMED. 24 V DC POWER SUPPLY TO THE INSTRUMENTS ARE TO BE CONFIRMED. 8. MOTOR CONTROL SYSTEM ARE TO BE INCORPORATED AS PER CONTROL MOTOR CONTROL SYSTEM ARE TO BE INCORPORATED AS PER CONTROL PHILOSOPHY AS DESIGNED BY HYDRAULIC SYSTEM DESIGNER. 9. MOTOR STARTER CONTROL TO FOLLOW AS PER AS/NZS3000 AND PWC MOTOR STARTER CONTROL TO FOLLOW AS PER AS/NZS3000 AND PWC STANDARDS.
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415V 250A Bus, 6kA/1sec (50% SPARE POLES)
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METERING PANEL NOTE 6
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EARTH BAR
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MEN
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NEUTRAL BAR
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WIRING COLOURS: 240/415VAC RED, WHITE, BLUE PER PHASE RED, WHITE, BLUE PER PHASE NEUTRAL BLACK BLACK EARTH GREEN/YELLOW GREEN/YELLOW 24VAC GREY GREY 24VAC NEUTRAL BLACK BLACK 24VDC + BROWN BROWN 24VDC - ORANGE ORANGE
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P1 TRANSFER PUMP 1 1.5kW
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UV CONT. 1 0.38kW
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100A
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10 A
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PLC SUPPLY
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GENERATOR LINK BOX
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100 A
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MTS
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100A
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CHLORINE TRANSFER PUMP 0.45W
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10A
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DOL
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DOL
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20 A
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20 A
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DC UPS
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2 X 12VDC
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BATTERIES
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UPS POWER SUPPLY MODULE
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AIR CONDITIONING UNIT
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RECIRC. PUMP 1 0.37kW
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10A
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DOL
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DOL
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DOL
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240VAC/24VDC
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10A
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20A
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10A
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24 V DC SUPPLY
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6 A
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10 A
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20 A
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PLC I/O
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PUMP CONTROL
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TELEMETRY
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ELEV. TANK BYPASS VALVE
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MTS
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PFR
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CIRCUIT BREAKER
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SURGE ARRESTER
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MANUAL TRANSFER SWITCH
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RCBO
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PHASE FAILURE RELAY
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DIRECT ONLINE STARTER
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%%ULEGEND
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~
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AC
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DC
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+/-
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240AC/24V DC INVERTER
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DOL
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P2 TRANSFER PUMP 2 1.5kW
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DOSING A VALVE 1
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%%UMCC-01
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TO PWC MAINS (TO BE CONFIRMED)
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RECIRC. PUMP 1 0.37kW
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DOSING A VALVE 2
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DOSING B VALVE 1
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DOSING B VALVE 2
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PLC I/O
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6 A
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6 A
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6 A
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6 A
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6 A
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6 A
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6 A
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6 A
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6 A
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6 A
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DEVICE- NET
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PLC I/O
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INTERNAL GPO'S 1
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DOSING A PUMP 1 0.1kW
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DOSING B PUMP 1 0.1kW
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DOSING B PUMP 2 0.1kW
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20A
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20A
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DOSING A PUMP 2 0.1kW
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10A
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10A
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10A
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10A
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UV CONT. 2 0.38kW
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10A
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20A
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INTERNAL GPO'S 1
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EXTERNAL GPO
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20A
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INTERNAL LIGHTING
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20A
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EXTERNAL LIGHTING
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EXHAUST FAN
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10A
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Plot Date:
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16 April 2019 - 2:58 PM - 2:58 PM2:58 PM
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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APPD
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CKD
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DATE
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DRN
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DRG NO
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ASSOCIATED DRAWINGS
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DESCRIPTION
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DES
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DRN
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CKD
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APPD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
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AMDT
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NORTHERN TERRITORY
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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ELECTRICAL SERVICES
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INDICATIVE SINGLE LINE DIAGRAM
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S.SHRESTHA
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S.SHRESTHA
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R.OPPUSUNGGU
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.R.
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B
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19006-E01
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A
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ISSUE FOR PWC REVIEW
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SS
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01.04.19
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B
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CONCEPT DESIGN
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SS
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16.04.19
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CONCEPT ONLY

**

ENGINEERING

PROJECT MANAGEMENT

DARWIN.GEELONG.CAIRNS

[email protected]

www.hksolutions.com.au

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ALLEN BRADLEY PLC TO PWC REQUIREMENTS
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HIRSCHMANN ETHERNET SWITCH
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SCHNEIDER HMI PROFACE
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TRANSFER PUMP 1 TOL ETH MODULE
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24VDC SUPPLY
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24VDC SUPPLY
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ETHERNET
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ETHERNET
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ETHERNET
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ETHERNET
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ETHERNET PORT
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ETHERNET PORT
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TRANSFER PUMP 2 TOL ETH MODULE
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24VDC POWER SUPPLY
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TELEMETRY UNIT - MIRI AD2006
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RS232
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CUTOVER EXISTING TELEMETRY ANTENNA
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REIRC PUMP 1 TOL ETH MODULE
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ETHERNET PORT
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ETHERNET PORT
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RECIRC PUMP 2 TOL ETH MODULE
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ETHERNET PORT
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Cl TRANSFER PUMP TOL ETH MODULE
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(REFER TO NOTE 2)
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Plot Date:
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16 April 2019 - 2:59 PM - 2:59 PM2:59 PM
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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APPD
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CKD
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DATE
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DRN
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DRG NO
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ASSOCIATED DRAWINGS
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DESCRIPTION
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DES
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DRN
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CKD
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APPD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
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AMDT
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NORTHERN TERRITORY
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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ELECTRICAL SERVICES
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INDICATIVE NETWORK DIAGRAM
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R.OPPUSUNGGU
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R.OPPUSUNGGU
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-
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.R.
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B
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19006-E02
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A
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ISSUE FOR PWC REVIEW
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SS
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01.04.19
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B
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CONCEPT DESIGN
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SS
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16.04.19
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CONCEPT ONLY
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GENERAL NOTES:
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1. CONCEPT FOR INFORMATION ONLY - CONTRACTOR ENGAGE A PWC CONCEPT FOR INFORMATION ONLY - CONTRACTOR ENGAGE A PWC ACCREDITED SWITCHBOARD DESIGNER/MANUFACTURER AND SYSTEM INTEGRATED TO CONFIRM EQUIPMENT FINAL SELECTION AND DESIGN AND CONSTRUCT THE NETWORK TOPOLOGY. 2. PLC AND FIELD INSTRUMENTATION DESIGN TO BE IN ACCORDANCE WITH PLC AND FIELD INSTRUMENTATION DESIGN TO BE IN ACCORDANCE WITH HYDRAULIC FUNCTIONAL SPECIFICATION AND EQUIPMENT SELECTION. 3. REFER TO EXISTING ISAS REFERENCE DRAWINGS B08-6440 TO B08-6446 REFER TO EXISTING ISAS REFERENCE DRAWINGS B08-6440 TO B08-6446 (IMALUK SPRINGS TRANSFER PUMP UPGRADE) AND 6272-1476-001 (IMALUK SPRINGS CHLORINE DOSING HUT) FOR EXISTING ELECTRICAL AND CONTROL SCHEMATICS.

**

ENGINEERING

PROJECT MANAGEMENT

DARWIN.GEELONG.CAIRNS

[email protected]

www.hksolutions.com.au

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CONCEPT ONLY (REFER GENERAL NOTE 1.)
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SELECTED BACKFILL COMPACTED 85% MMDD AND TO AUTHORITY REQUIREMENTS.
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WASHED STABILISED SAND
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HD PVC CONDUITS AS REQUIRED.
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CABLE MARKER TAPE
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REINSTATE EXISTING SUFACE WHERE REQUIRED
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N.S.L
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CENTRE LINE OF TRENCH
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TYPICAL CABLE TRENCH SECTION NTS
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METERING SECTION
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CABLE ZONE
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CHANGEOVER SECTION
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CONTROL AND DISTRIBUTION SECTION
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TELEMETRY SECTION
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IN
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OUT
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OUT
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FAN
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MCC-01 TYPICAL FRONT ELEVATION NTS
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GLB
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PAD LOCKABLE HANDLE
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TIN COATED BUSBARS
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LOCKABLE HINGED ACCESS COVER FOR GENERATOR TRAILING CABLES
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PROVIDE TOP MOUNTED WEATHERPROOF GLANDS FOR CABLES TO MANUAL TRANSFER SWITCH
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GLB TYPICAL FRONT ELEVATION NTS
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Plot Date:
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16 April 2019 - 2:59 PM - 2:59 PM2:59 PM
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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APPD
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DES
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DRN
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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AMDT
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NORTHERN TERRITORY
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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ELECTRICAL SERVICES
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INDICATIVE SWITCHBOARD GA'S
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S.SHRESTHA
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R.OPPUSUNGGU
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-
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.R.
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B
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19006-E03
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A
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ISSUE FOR PWC REVIEW
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SS
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01.04.19
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B
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CONCEPT DESIGN
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SS
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16.04.19
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SWITCHBOARD CONSTRUCTION NOTES:
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CONSTRUCTION SWITCHBOARD TO BE MANUFACTURED FROM ZINC CONSTRUCTION SWITCHBOARD TO BE MANUFACTURED FROM ZINC SWITCHBOARD TO BE MANUFACTURED FROM ZINC SWITCHBOARD TO BE MANUFACTURED FROM ZINC COATED SHEET STEEL (MIN. 1.6mm) MODULAR COMPONENTS MODULAR COMPONENTS BASE MANUFACTURED FROM 75 x 40 x 6mm SURFACE TREATMENT POWDER COAT TO PWC STANDARD POWDERCOAT POWDER COAT TO PWC STANDARD POWDERCOAT SPECIFICATIONS MIN THICKNESS 75 MICRONS ENCLOSURE - N4 BRUSHED MOUNTING PANS & ESCUTCHEONS - GLOSS WHITE BASE - HOT DIP GALVANISED LABELLING LABELS - WHITE TRAFFOLYTE WITH BLACK LETTERING LABELS - WHITE TRAFFOLYTE WITH BLACK LETTERING DANGER LABELS - RED TRAFFOLYTE WHITE LETTERING LABELS FIXED WITH MIN. 2 SS SCREWS EXTERNAL LABLS TO BE ANNODISED ALUMINIUM AMBIENT TEMP 40 C° 40 C° ENCLOSURE RATING IP 54 TO AS 60529 IP 54 TO AS 60529 FAULT RATING TBC TBC SEGREGATION FORM 2A AS3439.1 FORM 2A AS3439.1 WIRING COLOURS POWER: 240/415VAC - RED, WHITE, BLUE POWER: 240/415VAC - RED, WHITE, BLUE 240/415VAC - RED, WHITE, BLUE 240/415VAC NEUTRAL - BLACK EARTH - GREEN/YELLOW CONTROL: 240VAC - RED 240VAC - RED 24VAC - GREY AC NEUTRAL - BLACK 24VDC - ORANGE 0VDC - VIOLET EARTH - GREEN/YELLOW MINIMUM WIRING SIZES POWER - 2.5 sqmm (50/0.25 TINNED FLEX) MIN. POWER - 2.5 sqmm (50/0.25 TINNED FLEX) MIN. CURRENT METERING - 2.5 sqmm (50/0.25 TINNED FLEX) VOLTAGE METERING - 1.5 sqmm (30/0.25 TINNED FLEX) CONTROL - 1 sqmm (32/0.20 TINNED FLEX) EARTH - 2.5 sqmm (50/0.25 TINNED FLEX) CONTROL WIRING IDENTIFIED AT BOTH ENDS WITH ENGRAVED LABELS IN GRAFOPLAST SLEEVES CONTROL WIRING TEMS. BY BOOTLACE CRIMP PINS INCOMING CABLE LV CONSUMER MAINS ENTRY/EXIT AT BOTTOM LV CONSUMER MAINS ENTRY/EXIT AT BOTTOM OTHER ELECTRICAL/CONTROL TOP/BOTTOM ENTRY/EXIT GROSS MASS MANUFACTURER TO ADVISE.MANUFACTURER TO ADVISE.
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GENERAL NOTES:
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1. CONCEPT FOR INFORMATION ONLY - CONTRACTED SHALL ENGAGE PWC CONCEPT FOR INFORMATION ONLY - CONTRACTED SHALL ENGAGE PWC ACCREDITED SWITCHBOARD DESIGNER AND MANUFACTURER TO COMPLETE SWITCHBOARD DESIGN AND CONSTRUCTION TO MEET POWER COMPANY REQUIREMENTS. 2. FINAL EQUIPMENT SELECTION TO BE SUITABLE FOR APPLICATION. FINAL EQUIPMENT SELECTION TO BE SUITABLE FOR APPLICATION. 3. SHOP DRAWINGS TO BE SUBMITTED FOR ACCEPTANCE PRIOR TO SHOP DRAWINGS TO BE SUBMITTED FOR ACCEPTANCE PRIOR TO MANUFACTURE. 4. 1.6mm STAINLESS STEEL GLAND PLATES FITTED TO BOTTOM OF 1.6mm STAINLESS STEEL GLAND PLATES FITTED TO BOTTOM OF SWITCHBOARD 5. ALL HINGED DOORS EARTHED VIA SEPARATE EARTH CONDUCTOR MIN. 2.5 ALL HINGED DOORS EARTHED VIA SEPARATE EARTH CONDUCTOR MIN. 2.5 sqmm 6. MAX 1 WIRE PER TERMINAL MAX 1 WIRE PER TERMINAL 7. CLEAR BARRIER OVER 240VAC TERMINAL CLEAR BARRIER OVER 240VAC TERMINAL 8. 30% SPARE TERMINALS IN TERMINAL STRIPS 30% SPARE TERMINALS IN TERMINAL STRIPS 9. SEGREGATION BETWEEN 24V - 110V - 240V TERMINALS SEGREGATION BETWEEN 24V - 110V - 240V TERMINALS 10. ALL EQUIPMENT WITH EARTH TERMINALS/SUD MUST WIRED BACK TO ALL EQUIPMENT WITH EARTH TERMINALS/SUD MUST WIRED BACK TO EARTH BAR (LOOPING NOT ALLOWED). 11. NO EQUIPMENT TO BE CLOSER THAN 150mm TO GLAND PLATE NO EQUIPMENT TO BE CLOSER THAN 150mm TO GLAND PLATE 12. SURGE DIVERTER EARTH MIN. 10 sqmm , MAX. LENGTH 300mm. SURGE DIVERTER EARTH MIN. 10 sqmm , MAX. LENGTH 300mm. 13. SUPPLY CABLES TO BE INSTALLED IN PVC CONDUIT SUPPLY CABLES TO BE INSTALLED IN PVC CONDUIT 14. NO 240VAC EQUIPMENT INSTALLED IN TELEMETRY UNIT (GPO EXCLUDED) NO 240VAC EQUIPMENT INSTALLED IN TELEMETRY UNIT (GPO EXCLUDED) 15. CONTRACTOR IS TO SUPPLY MIRI EQUIPMENT INCLUDING MAST, ANTENNA, CONTRACTOR IS TO SUPPLY MIRI EQUIPMENT INCLUDING MAST, ANTENNA, SURGE FILTER AND CABLE AS DETAILED ON THE DRAWINGS. PROVIDE MIRI TELEMETRY UNIT TO PWC AT LEAST 4 WEEKS BEFORE SITE COMMISSIONING TO ALLOW PWC TO CONFIGURE UNIT. MAST HEIGHT TO BE CONFIRMED. 16. 240VAC OR 415VAC CABLES IN THE PLC/TELEMETRY CABINET ARE TO BE 240VAC OR 415VAC CABLES IN THE PLC/TELEMETRY CABINET ARE TO BE DOUBLE INSULATED.

TP1 TP2

UV1UV2

DPA-1

RP2

DPA-2

DPB-1DPB-2

TXP

AC

RP1

MCC-01TB2

TB1

EXISTING TRANSFER PUMPSHED (TO BE DEMOLISHED)

EXISTING DOSING SHED(TO BE ABANDONED)

GLB

WP

CUTOVER EXISTING ABOVEGROUND TANK ELV AND CONTROLCIRCUITS TO UNDERGROUNDCONNECTION TO TB2. REFER TONOTE 3.

INDICATIVE LOCATION OFEXISTING LV CONSUMERSMAINS. TO BE CUTOVERTO NEW MCC-1. REFERTO NOTE 1.

INDICATIVE LOCATION OFEXISTING ELEVATED TANKSELV CONTROL CIRCUITS TOBE CUTOVER TO NEW MCC-1VIA TB1. REFER TO NOTE 1.

INDICATIVE LOCATION OFEXISTING ELEVATED TANKS ELVCONTROL CIRCUITS TO BECUTOVER TO NEW MCC-1. REFERTO NOTE 1.

INDICATIVE LOCATION OFEXISTING CABLE PIT

INDICATIVE LOCATION OUTGOINGELECTRICAL CIRCUIT TO CARD

METER. IDENTIFY AND CUTOVER TONEW MCC-01. REFER TO NOTE 1.

CV

EXISTINGELEVATED

TANKS

EXISTING GROUND LEVELTANKS

INDICATIVELOCATION OFEXISTING CABLEPIT

INDICATIVE LOCATIONOUTGOING ELECTRICALCIRCUIT TO CARD METER.IDENTIFY AND CUTOVERTO NEW MCC-01. REFERTO NOTE 1.

GENERATORTERMINATIONS

UVCONT.

CP-DOSING(EXISTING. REFER TO NOTE 2)

METERING PANEL(EXISTING. REFER TO NOTE 2)

DB-TELEMETRY(EXISTING. REFER TO NOTE 2)

MCC(EXISTING. REFER TO NOTE 2)

EXISTINGELEVATED

TANKS

**

HARRIS KMON SOLUTIONS

PO Box 213

PALMERSTON NT 0831

[email protected]

www.hksolutions.com.au

WARNING !!

BEWARE OF UNDERGROUND SERVICES

CHECK WITH ALL RELEVANT AUTHORITIES AND CARRY

OUT SITE INSPECTIONS TO DETERMINE THE LOCATION

OF ALL EXISTING SERVICES PRIOR TO STARTING ANY

EXCAVATIONS

- DIAL 1100 FOR ANY SERVICE LOCATIONS

PERMISSION TO USE FOR CONSTRUCTION ONLY

SIGNED............................................ DATE:.............................

On behalf of Water Services for the incorporation into Power and

Water Corporation's network

This permission to use this approved design is given on the

basis that the developer and/or consultant is not absolved from

full responsibility for the correctness and accuracy of the design

and/or documents associated.

This drawing is valid for two years from the date of signing.

N0

SCALE 1:50 AT ORIGINAL SIZE

500 2000 2500mm15001000

ELECTRICAL SITE PLANSCALE: 1:50

NOTES:1. THE CONTRACTOR SHALL ALLOW TO LOCATE AND CONFIRM

ALL EXISTING ALL EXISTING ELECTRICAL, COMMUNICATIONAND CONTROL CIRCUITRY ON-SITE AND DEVELOP A CUTOVERPLAN TO MIGRATE THE CIRCUITRY TO THE NEW MCC-01. THECONTRACTORS PLAN SHALL BE DEVELOPED PRIOR TOCOMMENCEMENT OF ANY SITE WORKS AND IDENTIFY ANYRISKS RELATING TO SAFETY AND DISRUPTION TOOPERATIONS AND SUBMIT THE PLAN TO PWC FOR APPROVAL.

2. EXISTING SWITCHGEAR TO BE MADE REDUNDANT ANDREPLACED WITH NEW MCC-01. THE CONTRACTOR SHALLALLOW FOR ALL NECESSARY PLANT, LABOUR ANDEQUIPMENT FOR THE CONTINUOUS OPERATION OF THEELECTRICAL AND CONTROL SYSTEMS ON-SITE. THECONTRACTOR SHALL PROVIDE A CUTOVER PLAN IDENTIFYINGRISKS AND ITS PLAN TO ELIMINATE OR MINIMISE DISRUPTIONSTO SITE.

3. ALL CIRCUITS SHALL BE TOTALLY ENCLOSED ON A SELFSUPPORTED STEEL CABLE SUPPORT SYSTEM.

4. REFER TO HYDRAULIC DOCUMENTATION FOR LOCATION OFALL PROCESS PLANT AND INSTRUMENTATION..

ELECTRICAL LEGEND

MOTOR CONTROL CENTRE/MAIN SWITCHBOARD

316 STAINLESS STEEL IP56 SURCACE MOUNTEDELECTRICAL SWITCHBOARD OR CONTROL PANEL.'GLB' DENOTES GENERATOR LINK BOX'TBx' DENOTES TERMINAL BOX

250V IP44 SURFACE MOUNTED DOUBLE SWITCHEDSOCKET OUTLET.'WP' DENOTES IP55 WEATHERPROOF TYPE.

250V IP44 SURFACE MOUNTED SINGLE SWITCHEDSOCKET OUTLET.'WP' DENOTES IP56 EXTERIOR WEATHERPROOFTYPE.

250V IP66 EQUIPMENT ISOLATOR.

ABBREVIATIONS:AC AIR CONDITIONING CONDENSERCP CONTROL PANELCV CONTROL VALVE (ACTUATED)DB DISTRIBUTION BOARDDPA DOSING PANEL ADPB DOSING PANEL BELV EXTRA LOW VOLTAGEGLB GENERATOR LINK BOXMCC MOTOR CONTROL CUBICLERP RECIRC. PUMPTB TERMINAL BOXTP TRANSFER PUMPUV UV CONTROLLER

MCC-01

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Plot Date:
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Cad File No:
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16 April 2019 - 3:05 PM - 3:05 PM3:05 PM
AutoCAD SHX Text
C:\Users\HKSolutions Grant\Harris Kmon Solutions\Elisha Harris - Files\Jobs\19006 - PWC Cox Peninsula Water Treatment\20 Dwgs\CAD\19006-E10.dwg
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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APPD
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CKD
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DATE
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DRN
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DRG NO
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ASSOCIATED DRAWINGS
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DESCRIPTION
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DES
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DRN
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CKD
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APPD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
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AMDT
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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ELECTRICAL SERVICES
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ELECTRICAL PLAN
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RO
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RO
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-
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-
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m
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B
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19006-E10
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A
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ISSUED FOR PWC REVIEW
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RO
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01.04.19
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-
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B
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CONCEPT DESIGN
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RO
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16.04.19
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-
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CONCEPT ONLY

L1

L2 L2

L2

L2

L2

L1 L1

L1 L1

L1 L1

L1

**

HARRIS KMON SOLUTIONS

PO Box 213

PALMERSTON NT 0831

[email protected]

www.hksolutions.com.au

LIGHTING SITE PLANSCALE: 1:50

1200L IP65 IK10 4000K WEATHERPROOF SURFACEMOUNTED LED BATTEN.

600L IP65 IK10 4000K WEATHERPROOF SURFACEMOUNTED LED BATTEN.

IP66 MAINTAINED SURFACE MOUNTED LED EXIT LIGHTWITH FIRE RETARDANT BODY, POLYCARB DIFFUSERSAND INTEGRAL LI-ON BATTERY.

IP66 NON-MAINTAINED SURFACE MOUNTED LEDEMERGENCY LIGHT WITH INETGRAL LITHIUM BATTERY.

LIGHTING LEGEND

L1

L2

WARNING !!

BEWARE OF UNDERGROUND SERVICES

CHECK WITH ALL RELEVANT AUTHORITIES AND CARRY

OUT SITE INSPECTIONS TO DETERMINE THE LOCATION

OF ALL EXISTING SERVICES PRIOR TO STARTING ANY

EXCAVATIONS

- DIAL 1100 FOR ANY SERVICE LOCATIONS

PERMISSION TO USE FOR CONSTRUCTION ONLY

SIGNED............................................ DATE:.............................

On behalf of Water Services for the incorporation into Power and

Water Corporation's network

This permission to use this approved design is given on the

basis that the developer and/or consultant is not absolved from

full responsibility for the correctness and accuracy of the design

and/or documents associated.

This drawing is valid for two years from the date of signing.

N0

SCALE 1:50 AT ORIGINAL SIZE

500 2000 2500mm15001000

AutoCAD SHX Text
Plot Date:
AutoCAD SHX Text
Cad File No:
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16 April 2019 - 3:08 PM - 3:08 PM3:08 PM
AutoCAD SHX Text
C:\Users\HKSolutions Grant\Harris Kmon Solutions\Elisha Harris - Files\Jobs\19006 - PWC Cox Peninsula Water Treatment\20 Dwgs\CAD\19006-E10.dwg
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
AutoCAD SHX Text
NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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APPD
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CKD
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DATE
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DRN
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DRG NO
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ASSOCIATED DRAWINGS
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DESCRIPTION
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DES
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DRN
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CKD
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APPD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
AutoCAD SHX Text
AMDT
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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ELECTRICAL SERVICES
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LIGHTING PLAN
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RO
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RO
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-
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-
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m
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B
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19006-E11
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A
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ISSUED FOR PWC REVIEW
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RO
AutoCAD SHX Text
01.04.19
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-
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B
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CONCEPT DESIGN
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RO
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16.04.19
AutoCAD SHX Text
-
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CONCEPT ONLY

**

HARRIS KMON SOLUTIONS

PO Box 213

PALMERSTON NT 0831

[email protected]

www.hksolutions.com.au

N

WARNING !!

BEWARE OF UNDERGROUND SERVICES

CHECK WITH ALL RELEVANT AUTHORITIES AND CARRY

OUT SITE INSPECTIONS TO DETERMINE THE LOCATION

OF ALL EXISTING SERVICES PRIOR TO STARTING ANY

EXCAVATIONS

- DIAL 1100 FOR ANY SERVICE LOCATIONS

PERMISSION TO USE FOR CONSTRUCTION ONLY

SIGNED............................................ DATE:.............................

On behalf of Water Services for the incorporation into Power and

Water Corporation's network

This permission to use this approved design is given on the

basis that the developer and/or consultant is not absolved from

full responsibility for the correctness and accuracy of the design

and/or documents associated.

This drawing is valid for two years from the date of signing.

AutoCAD SHX Text
CHLORINATION EQUIPMENT RELOCATED/ REPLICATED FROM EXISTING BUILDING PLUS NEW TRANSFER DOSE SYSTEM
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DUTY STANDBY RECIRC PUMPS
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SENSOR ARRAY
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DESK
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TRANSFER PUMPS
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FLOW METER
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MCC, AND Cl CONTROLLER
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CONNECT PUMP SUCTION TO TANK OUTLET LINE ( LOCATION TBC)
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CONNECT TO EXISTING INLET RISER
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DOSE POINTS
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SAMPLE POINT
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HYPO DAY TANK AND RESERVE STORAGE
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CONNECT TO EXISTING RECIRC LINES
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TANK STAND PLINTH
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EXISTING CHLORINATION BUILDING TO BE ABANDONED
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EXISTING TRANSFER PUMP SHED TO BE REMOVED - SLAB TO REMAIN - CUT OFF AND PLUG PIPE AND CABLE PENETRATIONS
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EXISTING 1ML TANK
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EXISTING OUTLET
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EXISTING TANK INLET RISER
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EXISTING SECONDARY BORE RISING MAIN ( UNCONFIRMED )
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EXISTING BORE RISING MAIN (TANK INLET)
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EXISTING TANK OUTLET MAIN (LOCATION TBC)
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EXISTING INLET
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REDUNDANT RECIRC LINE TO BE ABANDONED
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REMOVE REDUNDANT TRANSFER LINE
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DISCONNECT AND CAP EXISTING BY-PASS LINES, REMOVE REDUNDANT PIPELINES AND CONDUITS
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AC
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EXISTING SAFETY SHOWER
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WINDOW
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SOLUTION TRANSFER PUMP
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CONNECT TO BORE RISING MAIN (TEE TO EXISTING SECONDARY LINE IF PRESENT OR EXTEND CURRENT INLET AND USE BEND FIT SV EACH SIDE)
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EXISTING OUTLET DROPPER TO DISPENSER
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DROPPER TO DISPENSER
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EXISTING RAW WATER OUTLET TO BE RETAINED AND MADE GOOD
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REROUTE ELECTRICAL TO NEW PANEL
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ACTUATED CONTROL VALVE (CLOSE ON ELEVATED TANK FULL WHEN BY-PASS MODE SELECTED)
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CONDUITS ON UPSTANDS
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CONDUITS ON UPSTANDS BELOW MAIN
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EXISTING SPRINGS PUMP MAIN TO BE ABANDONED
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UV CONTROLLER
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EXISTING OVERFLOW TO BE RETAINED
AutoCAD SHX Text
REMOVE RISER AND ELEVATED PUMP SUCTION - RECONNECT RAW WATER OUTLET PIPE TO TANK OUTLET MAIN BELOW GROUND
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Plot Date:
AutoCAD SHX Text
Cad File No:
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16 April 2019 - 3:11 PM - 3:11 PM3:11 PM
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C:\Users\HKSolutions Grant\Harris Kmon Solutions\Elisha Harris - Files\Jobs\19006 - PWC Cox Peninsula Water Treatment\20 Dwgs\CAD\19006-H01.dwg
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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APPD
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CKD
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DATE
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DRN
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DRG NO
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ASSOCIATED DRAWINGS
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DESCRIPTION
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DES
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DRN
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CKD
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APPD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
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AMDT
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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SITE PLAN
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LDM
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LDM
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BK
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EH
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m
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B
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19006-H01
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A
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ISSUED FOR APPROVAL
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LDM
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12.2.19
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BK
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B
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CONCEPT DESIGN
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LDM
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16.04.19
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BK
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0
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SCALE 1:50 AT ORIGINAL SIZE
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0.5
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2.0
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2.5m
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1.5
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1.0
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CONCEPT ONLY

Transfer

From Bore

UV1

Card MeterCard Meter

Hypo

Dose A

Sensor A2

Recirc

30kL

30kL

1 ML1 ML

Normaly closed

CONCEPT SCHEMATIC

Flowmeter

Flow Sw

DP

DP

DP

Dose B

Bulk

Day

Ultrasonic

Solution

transfer

Sensor A1

Purge

R

R

R

R

R

R

R

R

PI

PI

PI

PI

PI

R

PI

R

PI

R

R

PI PI

LOW LEV FLOAT

HIGH LEV FLOAT

HIGH LEV FLOAT

LOW LEV FLOAT

PI

PI

PI

R

PI

PI

PI

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NC

NO

NO

NO

NO

NO

NO

NONO

NO

NONO

NO

NO

NC

NC

NC

NO

NONO

NO

NONO

NO NO

NO

NO

UV2

DISPENSING MAIN

TRANSFER MAINS

RECIRCULATION MAIN

DOSING LINES

BORE MAINS

NO

M

M

M

M

M

R

GL Tank Outlet

Bore main - GL Tank Inlet

By-pass

NO

Raw Water Outlet

PI

M

PLC

PI

M

PLC

RR

*

PRELIMINARY

HARRIS KMON SOLUTIONS

PO Box 213

PALMERSTON NT 0831

[email protected]

www.hksolutions.com.au

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Plot Date:
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Cad File No:
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16 April 2019 - 3:14 PM - 3:14 PM3:14 PM
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C:\Users\HKSolutions Grant\Harris Kmon Solutions\Elisha Harris - Files\Jobs\19006 - PWC Cox Peninsula Water Treatment\20 Dwgs\CAD\19006-PID.dwg
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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ASSOCIATED DRAWINGS
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TITLE
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DES
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DRN
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CKD
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APPD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
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AMDT
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NORTHERN REGION
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WAGAIT WATER SUPPLY UPGRADE
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P & ID
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B. KMON
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B. KMON
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E. HARRIS
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E. HARRIS
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m
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B
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19006-H02
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-
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PRELIMINARY FOR REVIEW
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LDM
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-
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-
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-
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B
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CONCEPT DESIGN
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LDM
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13.4.19
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-
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-

**

HARRIS KMON SOLUTIONS

PO Box 213

PALMERSTON NT 0831

[email protected]

www.hksolutions.com.au

N

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SITE PLAN NOT TO SCALE
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SITE BOUNDARY - INDICATIVE ONLY
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NEW PLANT AND CONTROL BUILDING
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EXISTING 1ML TANK
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EXISTING CHLORINATION BUILDING. TO BE ABANDONED
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EXISTING PUMP SHED. TO BE DEMOLISHED
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Cad File No:
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16 April 2019 - 3:28 PM - 3:28 PM3:28 PM
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C:\Users\HKSolutions Grant\Harris Kmon Solutions\Elisha Harris - Files\Jobs\19006 - PWC Cox Peninsula Water Treatment\20 Dwgs\CAD\19006-S01.dwg
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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APPD
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CKD
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DATE
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DRN
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DRG NO
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ASSOCIATED DRAWINGS
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DESCRIPTION
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DES
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DRN
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CKD
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APPD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
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AMDT
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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STRUCTURAL
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LOCALITY MAP, GENERAL NOTES
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EH
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HO
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BK
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EH
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m
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B
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19006-S01
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A
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ISSUED FOR REVIEW
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HO
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01.04.19
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EH
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B
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CONCEPT DESIGN
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HO
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16.04.19
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EH
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LOCALITY MAP NOT TO SCALE
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VANGEMANN ST
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ERICKSON CRESCENT
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SACHSE ST
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SITE OF WORKS
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CONCEPT ONLY
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LOCATION
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COVER (mm)
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SLAB CAST AGAINST MEMBRANE
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40
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SLAB - INTERNAL
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30
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SLAB - EXTERNAL
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40
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STRUCTURAL ELEMENT
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EXPOSURE CLASSIFICATION
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STRENGTH GRADE (MPa)
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MAX. AGGREGATE SIZE (mm)
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GROUND SLAB (INTERNAL)
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A2
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N25
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20
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GROUND SLAB (EXTERNAL)
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B1
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N32
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20
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SUSPENDED SLAB
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B1
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N32
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20
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REINFORCEMENT COVER C15. COVER IS CLEAR DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, COVER IS CLEAR DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, IS CLEAR DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, IS CLEAR DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, CLEAR DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, CLEAR DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, ANY REINFORCEMENT (INCLUDING LIGATURES, ANY REINFORCEMENT (INCLUDING LIGATURES, REINFORCEMENT (INCLUDING LIGATURES, REINFORCEMENT (INCLUDING LIGATURES, (INCLUDING LIGATURES, (INCLUDING LIGATURES, LIGATURES, LIGATURES, TIE WIRE etc) AND OUTSIDE SURFACE OF STRUCTURAL CONCRETE. C16. COVER MUST NOT BE LESS THAN SPECIFIED BELOW: COVER MUST NOT BE LESS THAN SPECIFIED BELOW: BLOCKWORK B1. ALL BLOCKWORK TO BE FULLY CORE-FILLED. ALL BLOCKWORK TO BE FULLY CORE-FILLED. B2. BLOCKWORK TO HAVE MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 15 MPa. BLOCKWORK TO HAVE MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 15 MPa. B3. COREFILL TO HAVE MINIMUM CHARACTERISTIC COMPRESSIVE STRENGTH OF 15 MPa. COREFILL TO HAVE MINIMUM CHARACTERISTIC COMPRESSIVE STRENGTH OF 15 MPa. REINFORCEMENT R1. REINFORCEMENT TYPICALLY TO BE AS FOLLOWS: REINFORCEMENT TYPICALLY TO BE AS FOLLOWS: - DEFORMED BARS: HOT ROLLED GRADE 500, DUCTILITY CLASS N TO AS/NZS 4671 - MESH: HARD DRAWN WIRE GRADE 500,DUCTILITY CLASS L TO AS/NZS 4671
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GENERAL G1. THESE DRAWINGS AND NOTES SHALL BE READ IN CONJUNCTION WITH THESE DRAWINGS AND NOTES SHALL BE READ IN CONJUNCTION WITH DRAWINGS AND NOTES SHALL BE READ IN CONJUNCTION WITH DRAWINGS AND NOTES SHALL BE READ IN CONJUNCTION WITH AND NOTES SHALL BE READ IN CONJUNCTION WITH AND NOTES SHALL BE READ IN CONJUNCTION WITH NOTES SHALL BE READ IN CONJUNCTION WITH NOTES SHALL BE READ IN CONJUNCTION WITH SHALL BE READ IN CONJUNCTION WITH SHALL BE READ IN CONJUNCTION WITH BE READ IN CONJUNCTION WITH BE READ IN CONJUNCTION WITH READ IN CONJUNCTION WITH READ IN CONJUNCTION WITH IN CONJUNCTION WITH IN CONJUNCTION WITH CONJUNCTION WITH CONJUNCTION WITH WITH WITH OTHER DRAWINGS, SPECIFICATIONS, INFORMATION AND INSTRUCTIONS DRAWINGS, SPECIFICATIONS, INFORMATION AND INSTRUCTIONS DRAWINGS, SPECIFICATIONS, INFORMATION AND INSTRUCTIONS SPECIFICATIONS, INFORMATION AND INSTRUCTIONS SPECIFICATIONS, INFORMATION AND INSTRUCTIONS INFORMATION AND INSTRUCTIONS INFORMATION AND INSTRUCTIONS AND INSTRUCTIONS AND INSTRUCTIONS INSTRUCTIONS INSTRUCTIONS ISSUED. G2. CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE A SAFE MANNER IN ACCORDANCE WITH APPLICABLE A SAFE MANNER IN ACCORDANCE WITH APPLICABLE SAFE MANNER IN ACCORDANCE WITH APPLICABLE SAFE MANNER IN ACCORDANCE WITH APPLICABLE MANNER IN ACCORDANCE WITH APPLICABLE MANNER IN ACCORDANCE WITH APPLICABLE IN ACCORDANCE WITH APPLICABLE IN ACCORDANCE WITH APPLICABLE ACCORDANCE WITH APPLICABLE ACCORDANCE WITH APPLICABLE WITH APPLICABLE WITH APPLICABLE APPLICABLE APPLICABLE LEGISLATION, STATUTORY REGULATIONS, BY-LAWS AND RULES. STATUTORY REGULATIONS, BY-LAWS AND RULES. STATUTORY REGULATIONS, BY-LAWS AND RULES. REGULATIONS, BY-LAWS AND RULES. REGULATIONS, BY-LAWS AND RULES. BY-LAWS AND RULES. BY-LAWS AND RULES. AND RULES. AND RULES. RULES. RULES. CONTRACTOR IS RESPONSIBLE FOR OCCUPATIONAL HEALTH AND SAFETY IS RESPONSIBLE FOR OCCUPATIONAL HEALTH AND SAFETY IS RESPONSIBLE FOR OCCUPATIONAL HEALTH AND SAFETY RESPONSIBLE FOR OCCUPATIONAL HEALTH AND SAFETY RESPONSIBLE FOR OCCUPATIONAL HEALTH AND SAFETY FOR OCCUPATIONAL HEALTH AND SAFETY FOR OCCUPATIONAL HEALTH AND SAFETY OCCUPATIONAL HEALTH AND SAFETY OCCUPATIONAL HEALTH AND SAFETY HEALTH AND SAFETY HEALTH AND SAFETY AND SAFETY AND SAFETY SAFETY SAFETY OF SITE PERSONNEL AND GENERAL PUBLIC IN ACCORDANCE WITH CURRENT SITE PERSONNEL AND GENERAL PUBLIC IN ACCORDANCE WITH CURRENT SITE PERSONNEL AND GENERAL PUBLIC IN ACCORDANCE WITH CURRENT PERSONNEL AND GENERAL PUBLIC IN ACCORDANCE WITH CURRENT PERSONNEL AND GENERAL PUBLIC IN ACCORDANCE WITH CURRENT AND GENERAL PUBLIC IN ACCORDANCE WITH CURRENT AND GENERAL PUBLIC IN ACCORDANCE WITH CURRENT GENERAL PUBLIC IN ACCORDANCE WITH CURRENT GENERAL PUBLIC IN ACCORDANCE WITH CURRENT PUBLIC IN ACCORDANCE WITH CURRENT PUBLIC IN ACCORDANCE WITH CURRENT IN ACCORDANCE WITH CURRENT IN ACCORDANCE WITH CURRENT ACCORDANCE WITH CURRENT ACCORDANCE WITH CURRENT WITH CURRENT WITH CURRENT CURRENT CURRENT WORK HEALTH AND SAFETY LEGISLATION, ASSOCIATED REGULATIONS AND HEALTH AND SAFETY LEGISLATION, ASSOCIATED REGULATIONS AND HEALTH AND SAFETY LEGISLATION, ASSOCIATED REGULATIONS AND AND SAFETY LEGISLATION, ASSOCIATED REGULATIONS AND AND SAFETY LEGISLATION, ASSOCIATED REGULATIONS AND SAFETY LEGISLATION, ASSOCIATED REGULATIONS AND SAFETY LEGISLATION, ASSOCIATED REGULATIONS AND LEGISLATION, ASSOCIATED REGULATIONS AND LEGISLATION, ASSOCIATED REGULATIONS AND ASSOCIATED REGULATIONS AND ASSOCIATED REGULATIONS AND REGULATIONS AND REGULATIONS AND AND AND CODES OF PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRY OF PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRY OF PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRY PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRY PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRY INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRY INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRY AGREEMENTS AND ACCEPTED INDUSTRY AGREEMENTS AND ACCEPTED INDUSTRY AND ACCEPTED INDUSTRY AND ACCEPTED INDUSTRY ACCEPTED INDUSTRY ACCEPTED INDUSTRY INDUSTRY INDUSTRY PRACTICE. G3. DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS. DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS. G4. DIMENSIONS ARE IN MILLIMETRES UNO. DIMENSIONS ARE IN MILLIMETRES UNO. G5. TAKE CARE OF HAZARDS ASSOCIATED WITH BURIED, CONCEALED OR TAKE CARE OF HAZARDS ASSOCIATED WITH BURIED, CONCEALED OR CARE OF HAZARDS ASSOCIATED WITH BURIED, CONCEALED OR CARE OF HAZARDS ASSOCIATED WITH BURIED, CONCEALED OR OF HAZARDS ASSOCIATED WITH BURIED, CONCEALED OR OF HAZARDS ASSOCIATED WITH BURIED, CONCEALED OR HAZARDS ASSOCIATED WITH BURIED, CONCEALED OR HAZARDS ASSOCIATED WITH BURIED, CONCEALED OR ASSOCIATED WITH BURIED, CONCEALED OR ASSOCIATED WITH BURIED, CONCEALED OR WITH BURIED, CONCEALED OR WITH BURIED, CONCEALED OR BURIED, CONCEALED OR BURIED, CONCEALED OR CONCEALED OR CONCEALED OR OR OR OVERHEAD SERVICES. TAKE PRECAUTIONS AND UNDERTAKE EXPLORATION SERVICES. TAKE PRECAUTIONS AND UNDERTAKE EXPLORATION SERVICES. TAKE PRECAUTIONS AND UNDERTAKE EXPLORATION TAKE PRECAUTIONS AND UNDERTAKE EXPLORATION TAKE PRECAUTIONS AND UNDERTAKE EXPLORATION TAKE PRECAUTIONS AND UNDERTAKE EXPLORATION PRECAUTIONS AND UNDERTAKE EXPLORATION PRECAUTIONS AND UNDERTAKE EXPLORATION AND UNDERTAKE EXPLORATION AND UNDERTAKE EXPLORATION UNDERTAKE EXPLORATION UNDERTAKE EXPLORATION EXPLORATION EXPLORATION TO ESTABLISH LOCATION OF AND PROTECT EXISTING SERVICES AT SITE. ESTABLISH LOCATION OF AND PROTECT EXISTING SERVICES AT SITE. ESTABLISH LOCATION OF AND PROTECT EXISTING SERVICES AT SITE. LOCATION OF AND PROTECT EXISTING SERVICES AT SITE. LOCATION OF AND PROTECT EXISTING SERVICES AT SITE. OF AND PROTECT EXISTING SERVICES AT SITE. OF AND PROTECT EXISTING SERVICES AT SITE. AND PROTECT EXISTING SERVICES AT SITE. AND PROTECT EXISTING SERVICES AT SITE. PROTECT EXISTING SERVICES AT SITE. PROTECT EXISTING SERVICES AT SITE. EXISTING SERVICES AT SITE. EXISTING SERVICES AT SITE. SERVICES AT SITE. SERVICES AT SITE. AT SITE. AT SITE. SITE. SITE. MARK LOCATIONS OF SERVICES CLEARLY ON SITE, AND ON AS-BUILT LOCATIONS OF SERVICES CLEARLY ON SITE, AND ON AS-BUILT LOCATIONS OF SERVICES CLEARLY ON SITE, AND ON AS-BUILT OF SERVICES CLEARLY ON SITE, AND ON AS-BUILT OF SERVICES CLEARLY ON SITE, AND ON AS-BUILT SERVICES CLEARLY ON SITE, AND ON AS-BUILT SERVICES CLEARLY ON SITE, AND ON AS-BUILT CLEARLY ON SITE, AND ON AS-BUILT CLEARLY ON SITE, AND ON AS-BUILT ON SITE, AND ON AS-BUILT ON SITE, AND ON AS-BUILT SITE, AND ON AS-BUILT SITE, AND ON AS-BUILT AND ON AS-BUILT AND ON AS-BUILT ON AS-BUILT ON AS-BUILT AS-BUILT AS-BUILT DRAWINGS. HAND EXCAVATE WITHIN ONE METRE OF IN-GROUND SERVICES. G6. WORKMANSHIP AND MATERIALS TO COMPLY WITH REQUIREMENTS OF WORKMANSHIP AND MATERIALS TO COMPLY WITH REQUIREMENTS OF AND MATERIALS TO COMPLY WITH REQUIREMENTS OF AND MATERIALS TO COMPLY WITH REQUIREMENTS OF MATERIALS TO COMPLY WITH REQUIREMENTS OF MATERIALS TO COMPLY WITH REQUIREMENTS OF TO COMPLY WITH REQUIREMENTS OF TO COMPLY WITH REQUIREMENTS OF COMPLY WITH REQUIREMENTS OF COMPLY WITH REQUIREMENTS OF WITH REQUIREMENTS OF WITH REQUIREMENTS OF REQUIREMENTS OF REQUIREMENTS OF OF OF AUSTRALIAN STANDARDS, NATIONAL CONSTRUCTION CODE (NCC) AND STANDARDS, NATIONAL CONSTRUCTION CODE (NCC) AND STANDARDS, NATIONAL CONSTRUCTION CODE (NCC) AND NATIONAL CONSTRUCTION CODE (NCC) AND NATIONAL CONSTRUCTION CODE (NCC) AND CONSTRUCTION CODE (NCC) AND CONSTRUCTION CODE (NCC) AND CODE (NCC) AND CODE (NCC) AND (NCC) AND (NCC) AND AND AND BY-LAWS AND ORDINANCES OF RELEVANT BUILDING AUTHORITIES. ALL AND ORDINANCES OF RELEVANT BUILDING AUTHORITIES. ALL AND ORDINANCES OF RELEVANT BUILDING AUTHORITIES. ALL ORDINANCES OF RELEVANT BUILDING AUTHORITIES. ALL ORDINANCES OF RELEVANT BUILDING AUTHORITIES. ALL OF RELEVANT BUILDING AUTHORITIES. ALL OF RELEVANT BUILDING AUTHORITIES. ALL RELEVANT BUILDING AUTHORITIES. ALL RELEVANT BUILDING AUTHORITIES. ALL BUILDING AUTHORITIES. ALL BUILDING AUTHORITIES. ALL AUTHORITIES. ALL AUTHORITIES. ALL ALL ALL ALL STANDARDS REFERRED TO ARE THOSE CURRENT (AS AMENDED) AT REFERRED TO ARE THOSE CURRENT (AS AMENDED) AT REFERRED TO ARE THOSE CURRENT (AS AMENDED) AT TO ARE THOSE CURRENT (AS AMENDED) AT TO ARE THOSE CURRENT (AS AMENDED) AT ARE THOSE CURRENT (AS AMENDED) AT ARE THOSE CURRENT (AS AMENDED) AT THOSE CURRENT (AS AMENDED) AT THOSE CURRENT (AS AMENDED) AT CURRENT (AS AMENDED) AT CURRENT (AS AMENDED) AT (AS AMENDED) AT (AS AMENDED) AT AMENDED) AT AMENDED) AT AT AT COMMENCEMENT OF CONTRACT. G7. UNO=UNLESS NOTED OTHERWISE, SLS=SERVICEABILITY LIMIT STATE, UNO=UNLESS NOTED OTHERWISE, SLS=SERVICEABILITY LIMIT STATE, NOTED OTHERWISE, SLS=SERVICEABILITY LIMIT STATE, NOTED OTHERWISE, SLS=SERVICEABILITY LIMIT STATE, OTHERWISE, SLS=SERVICEABILITY LIMIT STATE, OTHERWISE, SLS=SERVICEABILITY LIMIT STATE, SLS=SERVICEABILITY LIMIT STATE, SLS=SERVICEABILITY LIMIT STATE, LIMIT STATE, LIMIT STATE, STATE, STATE, ULS=ULTIMATE LIMIT STATE, NSL=NATURAL SURFACE LEVEL, LIMIT STATE, NSL=NATURAL SURFACE LEVEL, LIMIT STATE, NSL=NATURAL SURFACE LEVEL, STATE, NSL=NATURAL SURFACE LEVEL, STATE, NSL=NATURAL SURFACE LEVEL, NSL=NATURAL SURFACE LEVEL, NSL=NATURAL SURFACE LEVEL, SURFACE LEVEL, SURFACE LEVEL, LEVEL, LEVEL, FSL=FINISHED SURFACE LEVEL. G8. BUILD, FABRICATE AND PROCURE ONLY FROM DRAWINGS 'ISSUED FOR BUILD, FABRICATE AND PROCURE ONLY FROM DRAWINGS 'ISSUED FOR FABRICATE AND PROCURE ONLY FROM DRAWINGS 'ISSUED FOR FABRICATE AND PROCURE ONLY FROM DRAWINGS 'ISSUED FOR AND PROCURE ONLY FROM DRAWINGS 'ISSUED FOR AND PROCURE ONLY FROM DRAWINGS 'ISSUED FOR PROCURE ONLY FROM DRAWINGS 'ISSUED FOR PROCURE ONLY FROM DRAWINGS 'ISSUED FOR ONLY FROM DRAWINGS 'ISSUED FOR ONLY FROM DRAWINGS 'ISSUED FOR FROM DRAWINGS 'ISSUED FOR FROM DRAWINGS 'ISSUED FOR DRAWINGS 'ISSUED FOR DRAWINGS 'ISSUED FOR 'ISSUED FOR 'ISSUED FOR FOR FOR CONSTRUCTION'. DESIGN ASSUMPTIONS G9. UNIT WEIGHTS OF MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS UNIT WEIGHTS OF MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS WEIGHTS OF MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS WEIGHTS OF MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS OF MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS OF MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS MATERIALS SHALL BE IN ACCORDANCE WITH AS/NZS SHALL BE IN ACCORDANCE WITH AS/NZS SHALL BE IN ACCORDANCE WITH AS/NZS BE IN ACCORDANCE WITH AS/NZS BE IN ACCORDANCE WITH AS/NZS IN ACCORDANCE WITH AS/NZS IN ACCORDANCE WITH AS/NZS ACCORDANCE WITH AS/NZS ACCORDANCE WITH AS/NZS WITH AS/NZS WITH AS/NZS AS/NZS AS/NZS 1170.1:2002. G10. STRUCTURAL WORK SHALL BE DESIGNED FOR THE FOLLOWING LIVE LOADS: STRUCTURAL WORK SHALL BE DESIGNED FOR THE FOLLOWING LIVE LOADS: AREA LIVE LOAD LIVE LOAD FLOOR 5 kPa 5 kPa ROOF 2.5 kPa 2.5 kPa G11. STRUCTURAL WORK SHALL BE DESIGNED FOR WIND LOADS AS DETERMINED STRUCTURAL WORK SHALL BE DESIGNED FOR WIND LOADS AS DETERMINED WORK SHALL BE DESIGNED FOR WIND LOADS AS DETERMINED WORK SHALL BE DESIGNED FOR WIND LOADS AS DETERMINED SHALL BE DESIGNED FOR WIND LOADS AS DETERMINED SHALL BE DESIGNED FOR WIND LOADS AS DETERMINED BE DESIGNED FOR WIND LOADS AS DETERMINED BE DESIGNED FOR WIND LOADS AS DETERMINED DESIGNED FOR WIND LOADS AS DETERMINED DESIGNED FOR WIND LOADS AS DETERMINED FOR WIND LOADS AS DETERMINED FOR WIND LOADS AS DETERMINED WIND LOADS AS DETERMINED WIND LOADS AS DETERMINED LOADS AS DETERMINED LOADS AS DETERMINED AS DETERMINED AS DETERMINED DETERMINED DETERMINED IN ACCORDANCE WITH AS/NZS 11702:2002 INCLUDING THE FOLLOWING ACCORDANCE WITH AS/NZS 11702:2002 INCLUDING THE FOLLOWING ACCORDANCE WITH AS/NZS 11702:2002 INCLUDING THE FOLLOWING WITH AS/NZS 11702:2002 INCLUDING THE FOLLOWING WITH AS/NZS 11702:2002 INCLUDING THE FOLLOWING AS/NZS 11702:2002 INCLUDING THE FOLLOWING AS/NZS 11702:2002 INCLUDING THE FOLLOWING 11702:2002 INCLUDING THE FOLLOWING 11702:2002 INCLUDING THE FOLLOWING INCLUDING THE FOLLOWING INCLUDING THE FOLLOWING THE FOLLOWING THE FOLLOWING FOLLOWING FOLLOWING PARAMETERS: IMPORTANCE LEVEL: 4 4 ANNUAL PROBABILITY OF EXCEEDANCE 1/R: 1/2000 1/2000 REGION: C C ULS REGIONAL WIND SPEED, VR: 76.7 m/s 76.7 m/s SLS REGIONAL WIND SPEED, V25: 47 m/s 47 m/s TERRAIN CATEGORY: 2 2 G12. STRUCTURAL WORK SHALL BE DESIGNED FOR EARTHQUAKE LOADS AS STRUCTURAL WORK SHALL BE DESIGNED FOR EARTHQUAKE LOADS AS WORK SHALL BE DESIGNED FOR EARTHQUAKE LOADS AS WORK SHALL BE DESIGNED FOR EARTHQUAKE LOADS AS SHALL BE DESIGNED FOR EARTHQUAKE LOADS AS SHALL BE DESIGNED FOR EARTHQUAKE LOADS AS BE DESIGNED FOR EARTHQUAKE LOADS AS BE DESIGNED FOR EARTHQUAKE LOADS AS DESIGNED FOR EARTHQUAKE LOADS AS DESIGNED FOR EARTHQUAKE LOADS AS FOR EARTHQUAKE LOADS AS FOR EARTHQUAKE LOADS AS EARTHQUAKE LOADS AS EARTHQUAKE LOADS AS LOADS AS LOADS AS AS AS DETERMINED IN ACCORDANCE WITH AS 11704-2007 INCLUDING THE IN ACCORDANCE WITH AS 11704-2007 INCLUDING THE IN ACCORDANCE WITH AS 11704-2007 INCLUDING THE ACCORDANCE WITH AS 11704-2007 INCLUDING THE ACCORDANCE WITH AS 11704-2007 INCLUDING THE WITH AS 11704-2007 INCLUDING THE WITH AS 11704-2007 INCLUDING THE AS 11704-2007 INCLUDING THE AS 11704-2007 INCLUDING THE 11704-2007 INCLUDING THE 11704-2007 INCLUDING THE INCLUDING THE INCLUDING THE THE THE FOLLOWING PARAMETERS: IMPORTANCE LEVEL: 4 4 ANNUAL PROBABILITY OF EXCEEDANCE: 1/1500 1/1500 PROBABILITY FACTOR: 1.5 1.5 HAZARD FACTOR: 0.09 0.09 SITE SUBSOIL CLASS: TO BE DETERMINED TO BE DETERMINED FOUNDATIONS AND FOOTINGS F1. THE CURRENT CONCEPT DESIGN ASSUMES SITE TO BE CLASSIFIED AS THE CURRENT CONCEPT DESIGN ASSUMES SITE TO BE CLASSIFIED AS CURRENT CONCEPT DESIGN ASSUMES SITE TO BE CLASSIFIED AS CURRENT CONCEPT DESIGN ASSUMES SITE TO BE CLASSIFIED AS CONCEPT DESIGN ASSUMES SITE TO BE CLASSIFIED AS CONCEPT DESIGN ASSUMES SITE TO BE CLASSIFIED AS DESIGN ASSUMES SITE TO BE CLASSIFIED AS DESIGN ASSUMES SITE TO BE CLASSIFIED AS ASSUMES SITE TO BE CLASSIFIED AS ASSUMES SITE TO BE CLASSIFIED AS SITE TO BE CLASSIFIED AS SITE TO BE CLASSIFIED AS TO BE CLASSIFIED AS TO BE CLASSIFIED AS BE CLASSIFIED AS BE CLASSIFIED AS CLASSIFIED AS CLASSIFIED AS AS AS CLASS S TO AS 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN S TO AS 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN S TO AS 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN TO AS 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN TO AS 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN AS 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN AS 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN 2870. GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN GEOTECHNICAL INVESTIGATION TO BE UNDERTAKEN INVESTIGATION TO BE UNDERTAKEN INVESTIGATION TO BE UNDERTAKEN TO BE UNDERTAKEN TO BE UNDERTAKEN BE UNDERTAKEN BE UNDERTAKEN UNDERTAKEN UNDERTAKEN TO DETERMINE ACTUAL SITE CONDITIONS TO BE CONSIDERED DURING DETERMINE ACTUAL SITE CONDITIONS TO BE CONSIDERED DURING DETERMINE ACTUAL SITE CONDITIONS TO BE CONSIDERED DURING ACTUAL SITE CONDITIONS TO BE CONSIDERED DURING ACTUAL SITE CONDITIONS TO BE CONSIDERED DURING SITE CONDITIONS TO BE CONSIDERED DURING SITE CONDITIONS TO BE CONSIDERED DURING CONDITIONS TO BE CONSIDERED DURING CONDITIONS TO BE CONSIDERED DURING TO BE CONSIDERED DURING TO BE CONSIDERED DURING BE CONSIDERED DURING BE CONSIDERED DURING CONSIDERED DURING CONSIDERED DURING DURING DURING DETAILED DESIGN. CONCRETE C6. MINIMUM QUALITY OF CONCRETE ELEMENTS TO BE AS FOLLOWS: MINIMUM QUALITY OF CONCRETE ELEMENTS TO BE AS FOLLOWS:

**

HARRIS KMON SOLUTIONS

PO Box 213

PALMERSTON NT 0831

[email protected]

www.hksolutions.com.au

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150
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EB1
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EB1
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EB1
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EB1
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EB1
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EB1
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EB1
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IB1
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IB1
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EB1
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ET1
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IB1
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IB1
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ET1
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ET1
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ET1
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SL82 MESH
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GROUND SLAB PLAN SCALE 1:50
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SUSPENDED ROOF SLAB - TOP REINFORCEMENT SCALE 1:50
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SUSPENDED ROOF SLAB - BOTTOM REINFORCEMENT SCALE 1:50
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150
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DOWEL ET1 TO MAIN SLAB
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ALL WALLS N16 VERT REINFORCED @ 400 CRS ALL CORES FILLED
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150
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150
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N12-600 L BARS
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N12-600 L BARS
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N12-600 L BARS
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N12-600 L BARS
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N12-600 L BARS
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MARK
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SIZE
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REMARK
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MEMBER SCHEDULE
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EB1
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300 WIDE x 400 DEEP
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2 N16 T&B R10 LIGS @ 400 CRS
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GENERAL NOTES: 1. CONCEPT FOR INFORMATION ONLY. CONTRACTOR TO ENGAGE CONCEPT FOR INFORMATION ONLY. CONTRACTOR TO ENGAGE FOR INFORMATION ONLY. CONTRACTOR TO ENGAGE FOR INFORMATION ONLY. CONTRACTOR TO ENGAGE INFORMATION ONLY. CONTRACTOR TO ENGAGE INFORMATION ONLY. CONTRACTOR TO ENGAGE ONLY. CONTRACTOR TO ENGAGE ONLY. CONTRACTOR TO ENGAGE CONTRACTOR TO ENGAGE CONTRACTOR TO ENGAGE TO ENGAGE TO ENGAGE ENGAGE ENGAGE APPROPRIATELY QUALIFIED AND REGISTERED STRUCTURAL ENGINEER QUALIFIED AND REGISTERED STRUCTURAL ENGINEER QUALIFIED AND REGISTERED STRUCTURAL ENGINEER AND REGISTERED STRUCTURAL ENGINEER AND REGISTERED STRUCTURAL ENGINEER REGISTERED STRUCTURAL ENGINEER REGISTERED STRUCTURAL ENGINEER STRUCTURAL ENGINEER STRUCTURAL ENGINEER ENGINEER ENGINEER AND ARCHITECT / BUILDING DESIGNER TO DEVELOP AND FINALISE DESIGN 2. REFER TO 19006-S01 FOR STRUCTURAL NOTES REFER TO 19006-S01 FOR STRUCTURAL NOTES 3. SLABS & FOUNDATIONS HAVE BEEN DESIGNED FOR SITE CLASSIFICATION SLABS & FOUNDATIONS HAVE BEEN DESIGNED FOR SITE CLASSIFICATION & FOUNDATIONS HAVE BEEN DESIGNED FOR SITE CLASSIFICATION & FOUNDATIONS HAVE BEEN DESIGNED FOR SITE CLASSIFICATION FOUNDATIONS HAVE BEEN DESIGNED FOR SITE CLASSIFICATION FOUNDATIONS HAVE BEEN DESIGNED FOR SITE CLASSIFICATION HAVE BEEN DESIGNED FOR SITE CLASSIFICATION HAVE BEEN DESIGNED FOR SITE CLASSIFICATION BEEN DESIGNED FOR SITE CLASSIFICATION BEEN DESIGNED FOR SITE CLASSIFICATION DESIGNED FOR SITE CLASSIFICATION DESIGNED FOR SITE CLASSIFICATION FOR SITE CLASSIFICATION FOR SITE CLASSIFICATION SITE CLASSIFICATION SITE CLASSIFICATION CLASSIFICATION CLASSIFICATION "S" AS PER AS2870. CONFIRM CLASSIFICATION WITH GEOTECHNICAL AS PER AS2870. CONFIRM CLASSIFICATION WITH GEOTECHNICAL AS PER AS2870. CONFIRM CLASSIFICATION WITH GEOTECHNICAL PER AS2870. CONFIRM CLASSIFICATION WITH GEOTECHNICAL PER AS2870. CONFIRM CLASSIFICATION WITH GEOTECHNICAL AS2870. CONFIRM CLASSIFICATION WITH GEOTECHNICAL AS2870. CONFIRM CLASSIFICATION WITH GEOTECHNICAL CONFIRM CLASSIFICATION WITH GEOTECHNICAL CONFIRM CLASSIFICATION WITH GEOTECHNICAL CLASSIFICATION WITH GEOTECHNICAL CLASSIFICATION WITH GEOTECHNICAL WITH GEOTECHNICAL WITH GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL SURVEY. 4. ALL LOUVRES TO INCORPORATE POWDER COATED SS, 3mm APERTURE ALL LOUVRES TO INCORPORATE POWDER COATED SS, 3mm APERTURE LOUVRES TO INCORPORATE POWDER COATED SS, 3mm APERTURE LOUVRES TO INCORPORATE POWDER COATED SS, 3mm APERTURE TO INCORPORATE POWDER COATED SS, 3mm APERTURE TO INCORPORATE POWDER COATED SS, 3mm APERTURE INCORPORATE POWDER COATED SS, 3mm APERTURE INCORPORATE POWDER COATED SS, 3mm APERTURE POWDER COATED SS, 3mm APERTURE POWDER COATED SS, 3mm APERTURE COATED SS, 3mm APERTURE COATED SS, 3mm APERTURE SS, 3mm APERTURE SS, 3mm APERTURE 3mm APERTURE 3mm APERTURE APERTURE APERTURE MESH 5. LOUVRES SHALL BE SIZED TO HAVE A FREE AREA OF NO LESS THAN 10% LOUVRES SHALL BE SIZED TO HAVE A FREE AREA OF NO LESS THAN 10% SHALL BE SIZED TO HAVE A FREE AREA OF NO LESS THAN 10% SHALL BE SIZED TO HAVE A FREE AREA OF NO LESS THAN 10% BE SIZED TO HAVE A FREE AREA OF NO LESS THAN 10% BE SIZED TO HAVE A FREE AREA OF NO LESS THAN 10% SIZED TO HAVE A FREE AREA OF NO LESS THAN 10% SIZED TO HAVE A FREE AREA OF NO LESS THAN 10% TO HAVE A FREE AREA OF NO LESS THAN 10% TO HAVE A FREE AREA OF NO LESS THAN 10% HAVE A FREE AREA OF NO LESS THAN 10% HAVE A FREE AREA OF NO LESS THAN 10% A FREE AREA OF NO LESS THAN 10% A FREE AREA OF NO LESS THAN 10% FREE AREA OF NO LESS THAN 10% FREE AREA OF NO LESS THAN 10% AREA OF NO LESS THAN 10% AREA OF NO LESS THAN 10% OF NO LESS THAN 10% OF NO LESS THAN 10% NO LESS THAN 10% NO LESS THAN 10% LESS THAN 10% LESS THAN 10% THAN 10% THAN 10% 10% 10% OF THE FLOOR AREA
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N12 PERIMETER BARS CENTRAL
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IB1
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300 WIDE x 150 DEEP
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ET1
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250 WIDE x 250 DEEP
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2 N16 T&B R10 LIGS @ 400 CRS
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MARK
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SIZE
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REMARK
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DOOR / WINDOW SCHEDULE
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D01
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1610 x 2410
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POWDER COATED SS CLAD SOLID CORE w LOUVRES
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D02
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1810 x 2410
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W02
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1210 x 610
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W01
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810 x 610
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POWDER COATED SS CLAD SOLID CORE w LOUVRES
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GLAZING IN AL FRAME
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GLAZING IN AL FRAME
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D03
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1610 x 2410
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POWDER COATED SS CLAD SOLID CORE
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D04
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2010 x 2410
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POWDER COATED SS CLAD SOLID CORE w LOUVRES
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WALL PLAN SCALE 1:50
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SECTION - A SCALE 1:50
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ALL WALLS N16 VERT REINFORCED @ 400 CRS ALL CORES FILLED
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1210
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1610
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1610
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1610
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1810
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A
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-
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D01
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D03
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D01
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D04
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D02
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W02
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W01
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ROOF TO BE TREATED AND/OR DESIGNED TO PREVENT WATER INGRESS
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SECTION - B SCALE 1:50
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ROOF SLOPED AS REQUIRED TO SHED WATER
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B
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-
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ALL WALLS N16 VERT REINFORCED @ 400 CRS ALL CORES FILLED
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VENT LOUVRES
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DRIP GROOVE TO ALL OVERHANGS
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VENT LOUVRES
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FALL
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FALL
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FALL
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2010
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Plot Date:
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Cad File No:
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16 April 2019 - 3:28 PM - 3:28 PM3:28 PM
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C:\Users\HKSolutions Grant\Harris Kmon Solutions\Elisha Harris - Files\Jobs\19006 - PWC Cox Peninsula Water Treatment\20 Dwgs\CAD\19006-S01.dwg
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NORTHERN TERRITORY
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APPD
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CKD
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DATE
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DRN
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NO
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AMENDMENTS
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DESCRIPTION
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DRG NO
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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CKD
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DATE
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DRG NO
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ASSOCIATED DRAWINGS
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TITLE
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NOTE: * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING * INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING INDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWINGINDICATES SIGNATURES ON ORIGINAL ISSUE OF DRAWING OR LAST REVISION OF DRAWING
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AMENDMENTS
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NO
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DES
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DRN
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CKD
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SCALE
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ISSUED
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ALL DIM. IN
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DRAFTING STANDARD TO A.S.1100
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AS SHOWN
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A1
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DRAWING NUMBER
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CAD PRODUCT - DO NOT AMEND MANUALLY
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AMDT
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DARWIN REGION - WAGAIT BEACH
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WATER SUPPLY UPGRADE
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STRUCTURAL
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SLAB PLAN, SECTIONS
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EH
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HO
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BK
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EH
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m
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B
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19006-S02
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A
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ISSUED FOR REVIEW
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HO
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01.04.19
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EH
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B
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CONCEPT DESIGN
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HO
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16.04.19
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EH
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0
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SCALE 1:50 AT ORIGINAL SIZE
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0.5
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2.0
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2.5m
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1.5
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1.0
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CONCEPT ONLY