proposed development - stage 1 (11 lots)

RPEQ 7112PATRICK BRADY

200

SCALE 1:5000 (A1)

0 100 300m

DATEENGINEERING CERTIFICATION REVISIONSHEET NUMBERJOB CODE

N

C60017BNE-0071 C

PROPOSED DEVELOPMENT - STAGE 1 (11 LOTS)50 ASHMORE STREET - EVERTON PARK

FOR MIRVAC QUEENSLAND PTY LTDWATER RETICULATION

LOCALITY PLAN

SIGNED DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILSSHOWN ON THIS PLAN ARE TRUE AND ACCURATE

RECORD OF THE WORKS

COMPANY NAME

AS CONSTRUCTED DETAILS FOR AMEND.I CERTIFY THAT THE "AS CONSTRUCTED" DETAILSSHOWN ON THIS PLAN ARE TRUE AND ACCURATE

RECORD OF THE WORKS CLIENT

CONTACT

CONTACT

Q.U.U. AUDITOR AUDIT & COMPLIANCE OFFICER

PATRICK BRADY - PREMISE Ph. 3253 2222

Ph. 3855 6841

MIRVAC QUEENSLAND PTY LTD

SITE

REAL PROPERTY DESCRIPTIONLOTS 82, 83, 84, 85, 86, 87, 88, 89, 90, 91 ONRP72156 AND LOT 100 on SP 155725

GENERAL NOTES1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT

SOUTH EAST QUEENSLAND WATER SUPPLY CODE SPECIFICATIONSAND STANDARDS.

2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALLCOMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.

3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.4. COVER OF MAIN FROM PERMANENT LEVEL TO BE AS SHOWN IN

SEQ-WAT-1200-2.5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD

DRAWINGS.6. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE

INSTALLED AT THE SERVICE POINT OF EACH LOT IN ACCORDANCEWITH THE STANDARD DRAWING FOR QUU.

7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH QUUACCEPTED PRODUCTS AND MATERIALS LIST OR BE APPROPRIATELYSHOWN, LISTED AND DEFINED IN THE ENGINEERING SUBMISSION SOTHAT THE ALTERNATIVE PRODUCT OR MATERIAL CAN BE ASSESSEDAND IF APPROPRIATE, APPROVED BY QUU.

8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.9. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH

STANDARD DRAWING NO. SEQ-WAT-1410-110. CONSTRUCT EMBEDMENT AND TRENCHFILL TO SEQ-WAT-1200-2,

1201-1 TO SEQ-WAT-1204-1 (TYPE C SUPPORT MINIMUM) ANDBRISBANE CITY COUNCIL/IPSWICH CITY COUNCIL STANDARDS FORROADWAYS.

11. PROVIDE BULKHEADS/TRENCHSTOPS IN ACCORDANCE WITH SEQWATER D & C CODE TABLE 7.5 AND SEQ-WAT-1209-1 & 1210-1.

12. CONSTRUCT THRUST BLOCKS ON ALL BENDS , TEES, TAPERS ANDDEAD ENDS TO SEQ-WAT-1205-1 & 1206-1.

13. CONSTRUCT PROPERTY SERVICES TO SEQ-WAT-1107-1 & 1107-3.14. INSTALL DETECTABLE MARKER TAPE ON ALL WATER MAINS AND

PROPERTY SERVICES.15. CONSTRUCT FIRE HYDRANTS AND STOP VALVES TO SEQ-WAT-1301-1,

1302-1, 1303-2, 1305-1, 1306-1 & 1409-1.16. CONSTRUCT SCOURS TO SEQ-WAT-1307-2. SCOURS WITHIN ICC AREA

MUST DISCHARGE INTO STORMWATER GULLY PIT RATHER THAN THEINVERT OF GUTTER (AS PER THE SEQ WATER CODE STANDARDDETAIL). DISCHARGE TO KERB AND CHANNEL VIA A STANDARD KERBADAPTOR THROUGH THE FACE OF THE KERB IS NOT ACCEPTABLE TOQUU.

17. INSTALL PAVEMENT MARKERS TO SEQ-WAT-1300-1 & 1300-2.18. CONSTRUCT TEST POINTS TO SEQ-WAT-1410-1 AT THE ENDS OF ALL

NEW MAINS BEFORE THE SCOUR AND WHERE REQUIRED FORCOMMISSIONING PURPOSES. QUU PREFERENCE IS TO AVOID TAPPINGBANDS FOR TEST POINTS AND PROVIDE EITHER A TEMPORARY(RESTRAINED) DUCKFOOT.

VEGETATION PROTECTION1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED

PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED.2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD

GIRDLES SHALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELYSPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLESSHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION ANDREMAIN UNTIL COMPLETION.

3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED,IF ROOTS ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITHA SUITABLE FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FORFURTHER ADVICE.

4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY ANAPPROVED ARBORIST.

SOIL1. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.2. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE

STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATESEDIMENT CONTROLS AROUND STOCKPILES.

3. IF ACID SULPHATE SOILS EXIST IN THE WORKS AREA THE OUTPUTSFROM THE RISK ASSESSMENT BASED ON THE QUEENSLAND ACIDSULPHATE SOIL TECHNICAL MANUAL SHALL BE ADHERED TO.

CREEK CROSSINGS1. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF

ANY EXCAVATION WORK.2. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT

SEDIMENT FROM ENTERING THE CREEK.3. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK.

REHABILITATION1. PRE-DISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL

BE REINSTATED.2. PRE-DISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED, ALL

DISTURBED AREAS ASSOCIATED WITH CONSTRUCTION SHALL BEREHABILITATED, HEAVILY COMPACTED AREAS SHOULD BE RIPPEDPRIOR TO TREATMENT.

3. ALL DISTURBED AREAS ARE TO BE LEFT IN STABLE CONDITION.4. ALL PLANTING/RE-VEGETATION WILL NEED TO BE MAINTAINED

THROUGHOUT THE MAINTENANCE PERIOD.

CONSTRUCTION REQUIREMENTS1. LIVE WATER CONNECTIONS TO BE CARRIED OUT BY CONTRACTOR IN

ACCORDANCE WITH A VALID NETWORK ACCESS PERMIT UNDER QUUSUPERVISION AT DEVELOPERS EXPENSE AT LOCATION MARKED.

2. PRIOR TO ANY EXCAVATION, CONTRACTOR IS TO LOCATE ACTUALPOSITIONS OF PUBLIC SERVICE UTILITIES BY SPOT HOLES.

3. A NETWORK ACCESS PERMIT IS TO BE OBTAINED IF ANY WORKS AREPROPOSED WITHIN 2m OF QUU INFRASTRUCTURE.

4. UPON COMPLETION OF ALL WORKS, CONTRACTORS SHALL SUPPLYTHE SUPERVISING RPEQ DETAILED "AS CONSTRUCTED" INFORMATIONOF THE WORK. "AS CONSTRUCTED" INFORMATION SHALL COMPLYWITH CURRENT SEQ CODE OR LOCAL AUTHORITY STANDARDS FORPLAN AND DIGITAL INFORMATION.

5. CONTRACTOR IS TO BE RESPONSIBLE FOR ARRANGING ALL QUUCONNECTIONS AND PAYMENTS OF CONNECTION FEES.

COVER REQUIREMENTSADOPT PERMANENT LEVEL AS FOLLOWS: -LIP OF KERBCOVER ON MAIN FROM PERMANENT LEVEL TO BE AS FOLLOWS: DN100 & DN150 (DN63, 125, 180 FOR PE100) - 600mm DEEP DN200, DN250 & DN300 (DN250, 315, 355 FOR PE100) - 1000mm DEEPCONDUITS TO BE INSTALLED WITH SEQ CODE SPECIFICATIONS.

SERVICE DETAIL NOTESSERVICE CONDUITS TO BE CONSTRUCTED WITH TRAFFIC CONTROL &SIGNAGE IN ACCORDANCE WITH M.U.T.C.D.

APPROVED WATER MAIN PRODUCTSBELOW IS AN ABSTRACT FROM SEQ-CODE APPROVED PRODUCT LIST. AFULL LIST CAN BE REVIEWED USING THE SEQ-CODE WEBSITE.

PE - PRESSURE MAINS1. PN16 SDR11 PE100.2. BLUE SOLID OR STRIPED FOR POTABLE WATER.3. COMPLY WITH A.S. 4130 AND A.S. 4129.4. PE PIPE MAYBE COLD BENT TO MAXIMUM RADIUS AS PER POP 202,

STAKES OR OTHER SOURCES OF POINT LOADS SHALL NOT BE USED TOASSIST IN BENDING THE PIPE.

5. MAKE ALLOWANCE DURING CONSTRUCTION FOR EXPANSION ANDCONTRACTION OF PE PIPE DUE TO TEMPERATURE CHANGES.

6. ELECTROFUSION AND BUTT WELDING TO BE IN ACCORDANCE WITHWSA-01 (POLYETHYLENE CODE), BUTT WELDING IN TRENCHES IS NOTPERMITTED.

7. ALL MECHANICAL COUPLINGS TO BE SELF- RESTRAINING.8. REFER SEQ-WAT-1409-1 FOR TYPICAL PE ARRANGEMENTS.

15/01/2020A004708283

SITE ADDRESSBCC DA APPROVAL No.

CLIENTQUU DEL APP. DATE

ESTATE/STAGE

DRAWING/PLAN NO.MAINS DIAMETER MATERIAL LENGTH

DESIGN CONST CONSTDESIGNDN125 PE100 PN16 197m

SERVICES DIAMETER MATERIAL LENGTHDESIGN CONST CONSTDESIGN

METERS DIAMETER NUMBERDESIGN

DN20 11CONST

DN25 PE100 PN16

SERVICE DETAILSNO SIZE

DN25 PE100 PN16

LOT NUMBERS

1, 2, 25-32

DN32 PE100 PN16 -

-

-

DN32

DN40PE100 PN16

PE100 PN16

ALL LIVE WORKS TO BE UNDERTAKEN BY THE CONTRACTORIN ACCORDANCE WITH A VALID NETWORK ACCESS PERMITUNDER THE SUPERVISION OF QUU, AT DEVELOPERSEXPENSE.

ALL ENVIRONMENT PROTECTION MEASURES SHALL BEIMPLEMENTED PRIOR TO COMMENCING ANYCONSTRUCTION WORK, INCLUDING CLEARING.

PRE-START REQUIREMENTSCONTRACTOR MUST ENSURE THE FOLLOWING CHECKLISTIS COMPLETE PRIOR TO COMMENCEMENT OF WORKS

CURRENT SEWER/WATER PLAN(S) STAMPED ANDAUTHORISED BY RPEQ ISSUED FOR CONSTRUCTION.

QUU QUOTE REFLECTING CURRENT RPEQ SIGNEDSEWER/WATER PLAN(S)

RECEIPT SHOWING QUU FEES PAID

PERMIT TO WORK APPLICATION APPROVED BY QUU

ORGANISE PRE-START MEETING WITH QUU

C600, 610, 611MIRVAC QUEENSLAND PTY LTD

PROPOSED DEVELOPMENT - STAGE 1 (11 LOTS)50 ASHMORE STREET - EVERTON PARK

ASSET REGISTER - WATER RETICULATION

CONSTRUCTION INSPECTION:NOTIFICATION OF INSPECTION MUST BE RECEIVED BYQUEENSLAND URBAN UTILITIES [email protected] LEAST TWO WEEKS PRIOR TO COMMENCEMENT OFCONSTRUCTION.

ALL WATER CONSTRUCTION WORK UNDERTAKEN BY THECONTRACTOR SHALL COMPLY WITH THE REQUIREMENTSOF THE QUEENSLAND WORK HEALTH AND SAFETY ACT2011. CONTACT THE DIVISION OF WORKPLACE HEALTH &SAFETY FOR INFORMATION. PHONE: 1300 362 128

THESE WORKS ARE CONSIDERED MAJOR WORKS THATMUST BE SUPERVISED BY A CONSULTING ENGINEER WITHRPEQ ACCREDITATION. THE CONSULTING ENGINEER IS TOARRANGE PRE-START MEETING BY [email protected]

LIVE WORKS SERVICESSERVICES AND METERS TO NEW LOTS THAT WILLCONNECT DIRECTLY INTO EXISTING WATER MAINSSHALL BE SUPERVISED BY A RPEQ CONSULTINGENGINEER, AS PART OF LIVE WORKS.

RPEQ CERTIFICATIONTHE CONSTRUCTION OF THE WATER RETICULATION WORKSHOWN ON THIS DRAWING MUST BE SUPERVISED BY ANENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOTCOMPLYING WITH THIS REQUIREMENT WILL NOT BEPERMITED TO CONNECT INTO QUU RETICULATION SYSTEM.ALL RPEQ CERTFIED DRAWINGS COMPLY WITH SEQ CODEAND QUU REQUIREMENTS.

SEQ CODE STD DRAWING SCHEDULESOIL CLASSIFICATION SEQ-WAT-1200-1EMBEDMENT AND TRENCH FILL SEQ-WAT-1200-2THRUST BLOCK DETAILS SEQ-WAT-1205-1VALVE THRUST BLOCKS SEQ-WAT-1206-1IDENTIFICATION MARKERS SEQ-WAT-1300-1,2

INSPECTION REQUIREMENTSPRIOR TO COMMENCEMENT OF WORKS, CONTACT PREMISE(07) 3253 2222 AND QUU TO CONFIRM INSPECTIONREQUIREMENTS INCLUDING LIVE CONNECTIONS.

A MINIMUM 48 HOURS NOTICE IS REQUIRED.

INSPECTIONS ARE REQUIRED TO BE ORGANIZED WITHPREMISE AND QUU. ANY COSTS ASSOCIATED WITHENGAGING QUU OR BCC TO UNDERTAKE INSPECTIONSOUTSIDE OF THE QUU QUOTE FEE PAID SHALL BE BORNE BYTHE CONTRACTOR.

ON MAINTENANCE DOCUMENTSQUEENSLAND URBAN UTILITIES REQUIRES THE FOLLOWINGDOCUMENTATION TO BE SUBMITTED AS PART OF THE ONMAINTENANCE PACKAGE:

· PIPE LAYERS ACCREDITATION· AS CONSTRUCTED PLAN· CONCRETE DOCKETS· MATERIAL SUPPLY INVOICE/DOCKETS (PIPES, VALVES,

CONNECTIONS ETC. AS REQUIRED)· CCTV· PRESURE TESTS· CHLORINATION TESTS· BACKFILL MATERIAL COMPACTION TESTS· QUU AUDIT AND COMPLIANCE SIGN OFF

PLEASE NOTE, QUU REQUIRE ADAC SURVEY SUPPLIED FORANY SERVICE OVER 40m IN LENGTH, SERVICING MORE THAN4 LOTS OR IF INTERNAL DIAMETER OF PROPOSED SERVICEEXCEEDS 50mm, THIS IS TO BE ARRANGED BY CONTRACTORAND SUPPLIED TO PREMISE UPON COMPLETION OF WORKS.

DIGITAL REPLICATION OF 'AS CONSTRUCTED' DRAWINGSFOR SERVICES OUTSIDE OF THE ABOVE REQUIREMENTSWILL INCUR AN ADDITIONAL CHARGE. THIS SHALL BEARRANGED THROUGH PREMISE.

INDEMNITY - EXISTING SERVICESNOT WITHSTANDING THAT EXISTING SERVICES MAY OR MAYNOT BE SHOWN ON THESE DRAWINGS, NO RESPONSIBILITYIS TAKEN BY THE ENGINEER OR THE PRINCIPAL FOR THISINFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THEDETAILS ARE PROVIDED FOR INFORMATION ONLY. THECONTRACTOR SHALL ASCERTAIN THE POSITION OF ALLUNDERGROUND SERVICES PRIOR TO EXCAVATION ANDSHALL BE RESPONSIBLE FOR THE COST OF REPAIRS TODAMAGES CAUSED AS A RESULT OF THE WORKS.

QUEENSLAND URBAN UTILITIES

SHEET LIST TABLESHEET NO. SHEET TITLE

C600 WATER RETICULATION LOCALITY PLAN & NOTES

C610 WATER RETICULATION LAYOUT PLAN AND CONNECTION DETAILS - SHEET 1

C611 WATER RETICULATION LAYOUT PLAN AND CONNECTION DETAILS - SHEET 2

ALL LIVE WORKS SHALL BE UNDERTAKEN BY THE CONTRACTORIN ACCORDANCE WITH A VALID QUEENSLAND URBAN UTILITIESNETWORK ACCESS PERMIT WHICH IS TO BE OBTAINED FROMDEVELOPMENT PERMITS [email protected]

AS CONSTRUCTED

AS CONSTRUCTED CERTIFICATION

................................ RPEQ No. ................. Date..........................RPEQ (Signature)

I..........................................................hereby certify that:

1. The information contained in this drawing/document is generally incompliance with approved drawings and design.

2. To the best of my knowledge, this represents an accurate record ofas constructed works and I accept the responsibility for the informationcontained in this drawing/document. Excluding Survey Error.

Richard Morris

13484 09/03/21

URBAN UTILITIESCERTIFICATION SCHEME ENDORSED

CONSULTANT(PLANS SUBMITTED ARE TO URBAN UTILITIES' STANDARDS ANDSATISFY THE WATER APPROVAL CONDITIONS)

WATER APPROVAL REF. NUMBER: 20-PNT-47978ENDORSED CONSULTANT: PREMISENOMINATED RPEQ: RICHARD MORRIS - RPEQ 13484

RPEQ SIGNATURE:

RPEQ CONTACT DETAILS: 07 3253 2222

9/03/21Richard Morris

13484Premise Australia Pty Ltd

April 2020

PE100 PN16 193.8m

21.7m30.9m

PE100 PN16PE100 PN16

10

E

E

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EE

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E E E

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T

MINIMUM CLEARANCES ARE IN ACCORDANCE WITH SEQWS&S D&C CODE TABLE 5.5, AND ARE MAINTAINEDWHERE SERVICES ARE CROSSING THE WATER MAINELECTRICAL CLEARANCE - MIN. 0.50mGAS CLEARANCE - MIN. 0.50mCOMMUNICATIONS CLEARANCE - MIN. 0.30m

S

S

S

S

S

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SWSW

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SWSW

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12

28

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3

5

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4

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WW

CC

C

C

C

C

BARRYMO

RE STREET

DN125 x 11.25° BEND (2.7 kN)

DN125 x 45° BEND (10.7 kN)

ROAD

1

HOUSE UNITS

FH

STORMWATER CLEARANCE0.425m

2.50m

DN12

5 x

11.2

5° B

END

(2.7

kN

)

W

W

W

W

W

W

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GG

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G

2.50m

2.50

m

LIVE CONNECTION BY QUUAPPROVED CONTRACTOR. REFER'LIVE CONNECTION DETAIL 1'

DN125 x

45° B

END (1

0.7 kN

)

DN12

5 x

11.2

5° B

END

(2.7

kN

)

DN12

5 x

45°

BEN

D (1

0.7

kN)

DN125x125x125EF-EF-EF TEE (29.5 kN)

EXISTING WATER METERRECONNECTED TO NEWWATER MAIN.

ASHM

ORE

STRE

ET

HOUSE

NEW SERVICE CONNECTIONS CROSSINGASHMORE STREET.

REFER 'TYPE L CONSTRUCTION CROSSINGSEALED ROADS' DETAIL ON DWG. C611.NOTE: GAS SERVICE

CONNECTIONS EXIST IN THIS AREA.

DN

125 PE100 PN16 W

ATER MAIN

DN125 PE100 PN16 WATER MAINFH

PROPOSED ELECTRICALPMT

DN100 FLANGED FIRE HYDRANTPERMANENT DEAD-END CAP (14kN)

1.00m

PRIVATE ROAD

1

PUBLIC RO

AD 1

ROAD VERGE BOUNDARY

PRIVATE PROPERTY INTERFACE

FH

HOUSEUNITS

600mm HORIZONTALCLEARANCE BETWEEN WATER

AND SEWER AT THIS LOCATION

DN125PE100 WATER SERVICEDN125 x DN125 EF-EF TEE (14kN)

DN125 VALVEDN125 90° BEND (19.8kN)

DN125 FULL-FACED FLANGE W/ S.S.BACKING RING (14kN)

PROPERTY CONNECTION FLANGE250mm FROM BOUNDARY

PERMANENT END CAP IS NOT GREATERTHAN 2m PAST LAST FUTURE PROPERTYCONNECTION

PROPERTY BOUNDARY

2mM

AX.(N

.T.S)

DN125 x 45° BEND (10.7 kN)

DN125 x 11.25° BEND (2.7 kN)2.68

m

LIVE CONNECTION DETAIL 1SCALE 1:25

THRUST FLANGE

THRUST BLOCK

1m FL-FL DICL CONNECTOR

EXISTING DN100 CI MAIN

NEW

DN

125

PE10

0 M

AIN

CUT

TO S

UIT

DN

100

GIBA

ULT

DN

125

PE G

RIPP

ER x

DN

100

FL C

ON

NEC

TOR

EXIST

ING D

N100 C

I MAIN

DN

125

EF-E

F 45

° BE

ND

(10.

7kN

)

NEW

DN

125

PE10

0 M

AIN

DN

100

FLxS

O C

ON

NEC

TOR

DN100 mPVCPN16 MAIN

CUT TO SUIT


PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

CLIENT

REVISIONSAPPDESCRIPTIONREVDATE REC

LEVEL 1, 100 BRUNSWICK STREET

PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361

FORTITUDE VALLEY, QLD 4006

WEB: www.premise.com.au ORIGINAL SHEET SIZE A1

ENGINEERING CERTIFICATION

SCALE MIRVAC QUEENSLAND PTY LTD17BNE-0071

C610 D02/04/2020 A ORIGINAL ISSUE

E.LONGMIRE

M.MAJZER

R.LLEWELYN

PROPOSED DEVELOPMENT - STAGE 1 (11 LOTS)50 ASHMORE STREET - EVERTON PARKWATER RETICULATION LAYOUT PLAN AND CONNECTION DETAILS - SHEET 1

21/05/2020

28/07/2020

09/03/2021

B

C

D

DRAWING AMENDMENTS AS PER QUU RFI 08/05/2020

DRAWINGS AMENDED AS PER QUU MAJOR WORKS APPROVALAS CONSTRUCTED

EL

EL

EL

BA

JCS

PB

PB

RJM

10

SCALE 1:250 (A1)

0 5 15m

31

W W WATER

ELECTRICAL

LOT NUMBER

POTABLE WATER METER LOCATION ON0.3m ALIGNMENT U.N.O.

C C C POTABLE WATER RETICULATION CONDUIT

W DN125 PE100 PN16 POTABLE WATERMAIN U.N.O.

SIGNED DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE


RECORD OF THE WORKS

COMPANY NAME


RECORD OF THE WORKS


S S

SW SW STORMWATER

GRAVITY SEWER

LEGEND - EXISTING

STORMWATER

S GRAVITY SEWER

SW

LEGEND - PROPOSED N

FUTURESTAGE 2

STAGE 1

FUTURESTAGE 6

GAS (PROVIDED FROM DBYD RECORDS)G G

1.0

SCALE 1:25 (A1)

0 0.5 1.5m

W

W

W

W

W

FH

SCOUR BRANCH

DEAD END

FIRE HYDRANT

TEST POINT

SLUICE VALVE

ROOFWATERRW

JOINS SHEET 2

WATER TO BE REMOVEDW W

CONNECTIONS & SUBSTITUTIONLIVE CONNECTION 1

STREET ASHMORE STREET

AT EXISTING LOT 92 RP72156

LENGTH 3.0m TYPE OF MAIN DN125 PE

DATECOMMENCED

DATECOMPLETED

SIGNATURE

WORKS BOUNDARY

E

N

NOTES1. ALL EXISTING WATER METERS AND SERVICE

CONNECTIONS CROSSING ASHMORE STREET ARETO BE LOCATED PRIOR TO CONSTRUCTION.

2. SERVICES TO EXISTING LOTS TO BE MAINTAINEDAT ALL TIMES DURING CONSTRUCTION.

GASG

TELECOMMUNICATIONT

AS CONSTRUCTED






Richard Morris

13484 09/03/21




RPEQ SIGNATURE:


1.59m

2.68

m

9/03/21Richard Morris13484

Premise Australia Pty LtdApril 2020

REMOVED

EXIST DN

100 CI

DN100 mPVC PN16MAIN CUT TO SUIT

EXIST. DN

100 CI

REMO

VED

LIVE CONNECTION DETAIL 2SCALE 1:25

DN100 GIBAULT

DN125 PE GRIPPER x DN100

FL CONNECTOR


FL CONNECTOR

DN125 EF-EF 45° BEND (10.7kN)

NEW DN125 PE100 MAIN

CUT TO SUIT

NEW DN125 PE100 MAIN

THRUST FLANGE THRUST BLOCK

DN100 FL-FL SLUICE VALVE

NEW DN125

PE100 PN16

DN100 SO-FL 45° BEND (10.7kN)


FL CONNECTOR

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2852

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C

2.50m

BARRYMO

RE STREET

DN125 x 11.25° BEND (2.7 kN)

DN125 x 22.5° BEND (5.5 kN)

DN125 x 90° BEND (19.8 kN)

HOUSE

UNITS

2.50m

W

W

W

W

W

W

W

W

W

WG

G

G

G

G

G

G

G

GG

LIVE CONNECTION BY QUUAPPROVED CONTRACTOR.

REFER 'LIVE CONNECTION DETAIL 2'

WATER MAIN ON ASHMORE STREETDISCONNECTED, UPSIZED TO DN125 ANDRELOCATED TO APPROVED ALIGNMENT.

HOUSE

DN12

5 PE

100

PN16

WAT

ER M

AIN

NEW SERVICE CONNECTIONS CROSSINGASHMORE STREET.

REFER 'TYPE L CONSTRUCTION CROSSINGSEALED ROADS' DETAIL ON DWG. C611.

HOUSEUNITS

EXISTING AC PAVEMENT

TYPE L CONSTRUCTIONCROSSING SEALED ROADS

NTS

LIMIT FOR SURFACE TOLERANCE

SAW-CUT EXISTINGA.C. PAVEMENT

EXISTING AC PAVEMENT

100

MIN

.

MARKER TAPE

MINIMUM TYPE C SUPPORTREFER SEQ-WAT-1201-1

300 300300

SUBGRADE LEVEL

35

LEAN MIX CONCRETE SLAB - DEPTH TO MATCHPAVEMENT DEPTH - MIN 300 REFER NOTE 3OR AS DEFINED BY AUTHORITY.

250 MIN. FORPRESSURE MAIN

TRENCH FILL MATERIAL SOAKED CBR 15 (MAX. PARTICLE SIZE 75).OR FLOWABLE FILL OR LEAN MIX CONCRETE. (85 kg CEMENT / m³)

NEW SERVICE CONNECTION CONDUIT (PN12 MINIMUM)TO EXISTING RESIDENCE CROSSING ASHMORE STREET

GEOTEXTILE BARRIER SHALL BE PROVIDEDAT THE INTERFACE OF EMBEDMENT ZONE

AND THE TRENCH FILL ZONE

SCALE 1:100

0.60

m

0.60

m 1.50m

PB

PB

TYPICAL ROADWAY WATER MAIN CROSSING

2x2.7m RADIUS BENDS

1.00m (MIN.) CLEARANCE FROM OBVERT TOROAD BOX

2x2.7m RADIUS BENDS


PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

CLIENT

REVISIONSAPPDESCRIPTIONREVDATE REC

LEVEL 1, 100 BRUNSWICK STREET

PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361

FORTITUDE VALLEY, QLD 4006

WEB: www.premise.com.au ORIGINAL SHEET SIZE A1

ENGINEERING CERTIFICATION

SCALE MIRVAC QUEENSLAND PTY LTD17BNE-0071

C611 D02/04/2020 A ORIGINAL ISSUE

E.LONGMIRE

M.MAJZER

R.LLEWELYN

PROPOSED DEVELOPMENT - STAGE 1 (11 LOTS)50 ASHMORE STREET - EVERTON PARKWATER RETICULATION LAYOUT PLAN AND CONNECTION DETAILS - SHEET 2

21/05/2020

28/07/2020

09/03/2021

B

C

D

DRAWING AMENDMENTS AS PER QUU RFI 08/05/2020

DRAWINGS AMENDED AS PER QUU MAJOR WORKS APPROVALAS CONSTRUCTED

EL

EL

EL

BA

JCS

PB

PB

RJM

10

SCALE 1:250 (A1)

0 5 15m

28 LOT NUMBER

POTABLE WATER METER LOCATION ON0.3m ALIGNMENT U.N.O.

C C C POTABLE WATER RETICULATION CONDUIT

W DN125 PE100 PN16 POTABLE WATERMAIN U.N.O.

SIGNED DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE


RECORD OF THE WORKS

COMPANY NAME


RECORD OF THE WORKS


STORMWATER

S GRAVITY SEWER

SW

LEGEND - PROPOSED N

STAGE 1FUTURESTAGE 6

1.0

SCALE 1:25 (A1)

0 0.5 1.5m

W

W

W

W

W

FH

SCOUR BRANCH

DEAD END

FIRE HYDRANT

TEST POINT

SLUICE VALVE

ROOFWATERRW

CONNECTIONS & SUBSTITUTIONLIVE CONNECTION 2

STREET ASHMORE STREET

AT EXISTING LOT 81 RP72156

LENGTH 3.0m TYPE OF MAIN DN125 PE

DATECOMMENCED

DATECOMPLETED

SIGNATURE

ELECTRICALE

NOTES1. ALL EXISTING WATER METERS AND SERVICE

CONNECTIONS CROSSING ASHMORE STREET ARETO BE LOCATED PRIOR TO CONSTRUCTION.

2. SERVICES TO EXISTING LOTS TO BE MAINTAINEDAT ALL TIMES DURING CONSTRUCTION.

JOINS SHEET 1

SCALE 1:100 (A1)

0 2 4 6m

W W WATER

S S

SW SW STORMWATER

GRAVITY SEWER

LEGEND - EXISTING

GAS (PROVIDED FROM DBYD RECORDS)G G

WATER TO BE REMOVEDW W

WORKS BOUNDARY

GASG

TELECOMMUNICATIONT

AS CONSTRUCTED






Richard Morris

13484 09/03/21




RPEQ SIGNATURE:


DN125 x 45 BEND (10.7Kn)DN125 x 45 BEND (10.7Kn)

O

O

9/03/21Richard Morris13484

Premise Australia Pty LtdApril 2020

1.53m

proposed development - stage 1 (11 lots)

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