REMORA ROAD ROADWORKS, HAMILTON

CIVIL AND STRUCTURAL www.bornhorstward.com.au

Level 4, 67 Astor TerraceSpring Hill, QLD 4000, Australia

P. +61 (7) 3013 4699

[email protected]

0 10 20 4030 50 100

COPYRIGHT © - This document isand shall remain the property ofBornhorst & Ward Pty. Ltd. Thedocument may only be used forthe purpose for which it wascommissioned and in accordancewith the terms of engagement.Unauthorised use of thisdocument in any form whatsoeveris prohibited.

DATEREV DESCRIPTION

ORIGINAL SIZE A1

CLIENT PROJECT SUBJECT

REVISION

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

FOR TENDERSTATUS

7729

PROJECT No.

DRAWING No.

12191CREMORA ROADROADWORKSNORTHSHORE HAMILTON

ECONOMICDEVELOPMENTQUEENSLAND (EDQ) P3-S1-C0600

SEWER RETICULATIONNOTES AND DETAILSSHEET 1 D

D 31.03.16 ISSUE FOR TENDER MS BBe KR NRC 11.03.16 FOR REVIEW B 12.02.16 ISSUE FOR INFORMATION A 17.12.15 ISSUE FOR INFORMATION

14/0

4/20

16 3

:46:

00 P

MJ:\

2012

\121

91\_

C\05

_DRA

WIN

GS\D

RG\P

3-S1

-C06

00.D

WG

LOCALITY PLANUBD MAP REF: PG140, GRID R18

SITE ADDRESS: MACARTHUR AVENUE, HAMILTONN.T.S.

LEVEL DATUM

R.P. DESCRIPTIONLOT 407 SP 187479PARISH OF TOOMBUL

DATUM:PSM:LOCATED:

LEVEL:AHD77618MACARTHUR AVENUE

4.114

SEWER RETICULATION DRAWING INDEXDRAWING No. DESCRIPTION

C0600 SEWER RETICULATION NOTES AND DETAILS SHEET 1C0601

QUU DWG No.486/5/9 - 0271 - 001

NOTES:GENERALG1 WORKS MUST BE EXECUTED IN ACCORDANCE WITH SEQ WATER SUPPLY AND

SEWERAGE DESIGN & CONSTRUCTION CODE INCORPORATING SEWERAGECODE OF AUSTRALIA WSA 02-2002 V2.3 AND BCC REFERENCE SPECIFICATIONS120 QUALITY, S140 EARTHWORKS, S150 ROADWORKS AND THESPECIFICATIONS REFERENCED THEREIN.

G2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLANDWORKPLACE HEALTH AND SAFETY ACT. CONTACT THE DIVISION OFWORKPLACE HEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915.

G3 CONNECTION OF THE WORKS TO THE LIVE SYSTEM SHALL BE CARRIED OUT BYQUU APPROVED PROVIDER.

G4 CONTRACTOR TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAINQUU'S AND OTHER AUTHORITIES' EXISTING SERVICES.

G5 IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO AQUU ASSET PHONE 13 23 64 IMMEDIATELY

G6 AUDIT AND FINAL INSPECTIONS OF WORK CONSTRUCTED BY CONTRACTORSMUST BE ARRANGED TWO WEEKS BEFOREHAND WITH THE QUU AUDIT ANDCOMPLIANCE OFFICER (CONTACT DETAILS BELOW).

G7 ONLY QUU PERSONNEL MUST OPERATE THE EXISTING SEWER NETWORKG8 SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND

DEPTH TO SERVICES ARE TO BE CONFIRMED WITH RELEVANT AUTHORITIESAND ON SITE BY THE CONTRACTOR PRIOR TO COMMENCING WORKS. THE

CONTRACTOR SHALL COMPLETE THEIR OWN SERVICES INVESTIGATIONS,INCLUDING PHYSICAL LOCATION ON SITE AS DEEMED NECESSARY TO

FACILITATE CONSTRUCTION.G9 RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTED

OTHERWISE.G10 REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION SUCH AS

SIGNS, FENCES, ETC.G11 ALL NEW WORKS REQUIRE CCTV SURVEYS,INCLINATION REPORT & VACUUM

TESTING PRIOR TO ACCEPTANCE. CCTV INSPECTIONS SHALL HAVEINCLINOMETER READINGS ON THE SCREEN AT ALL TIMES CCTV INSPECTIONSTO BE IN WINCAN 8 FORMAT. THE INCLINOMETER SHALL BE ACCURATE TO ±1%

G12 HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT INACCORDANCE WITH THE QUU ASBESTOS PROCEDURE - WH&S 703 AND QUUSWMS 10.

G13 OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELYAS TAKEN OFF DIAL BEFORE YOU DIG INFORMATION. EXTREME CAUTIONMUST BE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUNDTHESE SERVICES. DUE TO THE TIME FRAME BETWEEN DESIGN ANDCONSTRUCTION IT IS NECESSARY THAT THE CONTRACTOR CONFIRM THELOCATION OF OTHER AUTHORITIES' UNDERGROUND SERVICES.

G14 RESPONSIBILITY FOR DESIGN CERTIFICATION, ADHERENCE TO AND COMPLIANCE WITH ALL RELEVANT STANDARDS/CODES AND SPECIFICATIONSRESIDES WITH THE REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND(RPEQ) WHOSE SIGNATURE AND RPEQ NUMBER APPEAR IN THE ENGINEERINGCERTIFICATION BOX ON EACH ORIGINAL DRAWING.

G15 DURING PRE-CONSTRUCTION, CONSTRUCTION AND COMMISSIONING (UNTIL THE END OF THE DEFECTS LIABILITY PERIOD) ANY DESIGN OVERSIGHTS AND

/OR ITEMS THAT ARE TECHNICALLY NOT CONFORMING WITH RELEVANTSTANDARDS, MUST BE RECTIFIED AT NO COST TO QUU.

ENVIRONMENTAL MANAGEMENTE1 REFER NOTES DRAWING C000.E2 ALL TREES AND SHRUBS THAT ARE TO BE RETAINED MUST BE PROTECTED

FROM DAMAGE AS DETERMINED BY QUU LOCAL ASSET SERVICES.E3 PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING

OR DIRECTIONAL DRILLING UNLESS OTHERWISE AGREED BY THE CONTRACTMANAGER.

E4 FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HANDEXCAVATION. TREE ROOTS MUST BE CUT CLEANLY AND A BITUMINOUSFUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.

E5 BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOILTO ONE PART COMPOST, LIGHTLY COMPACTED.

E6 EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.E7 TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY.E8 PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.E9 NO SOIL MUST BE STOCKPILED WITHIN 5m OF ANY CREEK OR WATER COURSE.E10 IF YOU SUSPECT FIRE ANTS ON SITE CALL BIOSECURITY QLD ON 13 25 23.

PIPELINESP1 THE MINIMUM CLEARANCE TO EXISTING SERVICES TO BE AS PER WSA/SEQ STANDARDS UNLESS OTHERWISE SHOWN.P2 CONTRACTOR TO OBTAIN PRIOR APPROVAL OF THE SUPERINTENDENT FOR ANY MINOR DEVIATIONS REQUIRED TO AVOID EXISTING SERVICES.P3 VACUUM TESTING & CCTV TO BE CARRIED OUT AS PER WSA/SEQ STANDARDS.P4 NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED. REFER TO QUU STANDARDS. THE COLOURS OF MARKER TAPE MUST BE: SEWERAGE - CREAMP5 PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL. CERTIFICATES SHALL BE LODGED WITH THE CONTRACT MANAGER CERTIFYING THE FILL IS CONTROLLED FILL COMPACTED TO 95% R.D. TO A.S.1289.5.2.1.P6 DISUSED SEWERS AND MAINTENANCE HOLES SHALL COMPLY WITH REQUIREMENTS SET OUT IN NOTES ASIDE AND PROJECT DRAWINGS.P7 THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THESE DRAWINGS

SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE QUU SEWERAGE SYSTEM.P8 PIPE EMBEDMENT MATERIAL SHALL BE AS PER QUU TYPICAL DETAIL ON SHEET

2.P9 ALL DICL PIPES AND FITTINGS TO BE WRAPPED WITH POLYETHYLENE SLEEVING

AS PER THE MANUFACTURERS RECOMMENDATIONS.P10 DICL PIPES AND NON-FLANGED FITTINGS MUST BE 'FLANGE CLASS'

(SOCKET/SPIGOT) AND COMPLY WITH AS2280.P11 FLANGED DICL FITTINGS SHALL BE PN16 AND COMPLY WITH AS2280.P12 EXTERNAL SURFACES TO BE PROTECTED BY A FACTORY APPLIED HIGHBUILD.

EXPOXY PROTECTIVE COATING SYSTEM SIMILAR TO JOTACOTE 412 OR DEVTAR5A. DRY FILM THICKNESS 300 MICRONS MINIMUM FROM TWO APPLIED COATSOVER COMPATIBLE PRIMER.

MAINTENANCE HOLESMH1 ALL MAINTENANCE HOLES TO BE CAST IN-SITU USING SPECIAL CLASS CONCRETE (WSA PS-358).MH2 SPECIAL CLASS CONCRETE (WSA PS-358) TO BE: STRENGTH CLASS 40MPa AGGREGATE SIZE 20mm SLUMP 75MM ONLY CALCAREOUS AGGREGATES TO BE USED. CALCAREOUS AGGREGATES ARE AGGREGATES DEFINED AS HAVING AN ACID SOLUBILITY GREATER

THAN 98% WHEN TESTED IN ACCORDANCE WITH AWWA B 100.MH3 INTERNAL FORMWORK TO BE STRIPPED BEFORE EXTERNAL

FORMWORK.MH4 CONCRETE TO CURE FOR TIME SPECIFIED BY DESIGN

CONSULTANT PRIOR TO LOADING OF MAINTENANCE HOLE.MH5 ALL MAINTENANCE HOLES WHERE DEPTH FROM GROUND LEVEL TO INVERT

OF SEWER EXCEEDS 4.2m ARE TO BE PROVIDED WITH LADDER AS PER SEQ STD DRG SEQ-SEW-1301-12. PROVIDE STEP IRONS FOR DEPTHS LESS THAN 4.2m AS

PER SEQ STD DRG SEQ-SEW-1301-4.MH6 MAINTENANCE HOLE TOP SLABS TO BE AS PER SEQ STD DRG SEQ-SEQ-1301-5.MH7 PROVIDE CLASS D LID TO ALL MAINTENANCE HOLES. REFER SEQ STD DRG SEQ-SEW-1308-8 TO 11.MH8 MAINTENANCE HOLES TO BE POLYETHYLENE LINED AS PER SEQ CODE CLAUSE

4.7.2.MH9 FOR DICL SEWERS, PROVIDE SHORT PIPES AT M,AINTENANCE HOLES AS PER

SEQ-SEW-1301-8.

POLYETHYLENE PIPES (PE)PE1 PE IS THE PREFERRED MATERIAL OF CHOICE OF QUU AND SHOULD BE USED UNLESS OTHERWISE STATED. ALL PE PIPES AND FITTINGS SHALL BE MATERIAL GRADE PE100PE2 GRAVITY SEWERS TO BE A MINIMUM CLASS PN8. WHERE PIPE CLASSIFICATION IS NOT SPECIFIED CONSULT WITH DESIGN CONSULTANT AND QUU.PE3 PE PIPE COLOUR SHALL BE: GRAVITY SEWERS:

EXTERNAL: LIGHT GRAY - (SOLID OR STRIPED IS ACCEPTABLE) INTERNAL: WHITE OR LIGHT COLOUR (COMPULSORY).

INTERNAL COLOUR TO PROVIDE AN ACCEPTABLE CCTV IMAGE. CCTV INSPECTIONS TO BE UNDERTAKEN AS PER QUU STANDARDS.

PE4 ALL PE PIPES TO BE BUTT WELDED/ELECTRO FUSION FUSED UNLESS NOTED OTHERWISE.PE5 PE PIPES WITH CRACKS, SCORES OR SCRATCHES DEEPER THAN 10% OF THE WALL THICKNESS SHALL BE REJECTED.PE6 ALL WORK SHALL COMPLY WITH SEQ SEWERAGE CODE.

FLOW CONTROLFC1 PRIOR TO COMMENCEMENT OF WORKS ON SITE, A QUU NETWORK ACCESS PERMIT (AND ASSOCIATED FLOW CONTROL PLAN/S) MUST BE OBTAINED FROM THE QUU NETWORK ACCESS TEAM. FOR FURTHER INFORMATION PLEASE CONTACT THE QUU NETWORK ACCESS TEAM ON PH: 3856 7033 OREMAIL: [email protected] PLEASE ENSURE THE QUU CONTACT FOR THE NETWORK ACCESS PERMIT APPLICATION IS THE QUU AUDITOR NOTED ON THESE PLANS

MILD STEEL PIPESM1 MILD STEEL PIPES SHALL HAVE 6mm WALL THICKNESS.M2 MILD STEEL PIPES AND FITTINGS SHALL COMPLY WITH A.S.1579 AND BE

CEMENT LINED IN ACCORDANCE WITH A.S. 1281. UNLESS NOTED OTHERWISE.M3 EXTERNAL COATINGS ON THE PIPES AND FITTINGS SHALL BE FUSION BONDED

MEDIUM DENSITY POLYETHYLENE COMPLYING WITH A.S.4321. (SINTAKOTE II)M4 ALL MILD STEEL FITTINGS (BRANCHES ETC.) TO BE WELDED IN ACCORDANCEWITH STANDARD DRAWING SEQ-WAT-1400-1.

AS CONSTRUCTED DETAILS FOR AMEND.

SIGNED DATE:

START DATE

NAME of SIGNATORYRPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:

ECONOMIC DEVELOPMENT QUEENSLAND

BORNHORST & WARD

AUDIT AND COMPLIANCE OFFICER

(VALID FOR 12 MONTHS FROM DATE SHOWN)

1 8

C0610 SEWER RETICULATION LAYOUT SHEET 1C0611 SEWER RETICULATION LAYOUT SHEET 2

REMORA ROAD ROADWORKS, HAMILTONSEWER RETICULATION

C0612 SEWER RETICULATION LAYOUT SHEET 3

C0620 SEWER RETICULATION LONGITUDINAL SECTIONS

SEWERSEQ-SEW-1103-2 NUSEWER PIPELAYING TYPICAL ARRANGEMENTS

SEQ-SEW-1200-2 EMBEDMENT & TRENCHFILL TYPICAL ARRANGEMENT

SEQ-SEW-1207-2 TYPICAL DRAINAGE OF SEWER TRENCHES AND DIVERSION DRAINS

SEQ-SEW-1301-1 CAST IN-SITU MAINTENANCE HOLE TYPICAL COPING & ANCHOR

SEQ-SEW-1301-2 "G" TYPE - PE NUSEWERS TYPICAL MAINTENANCE HOLE DETAILS

SEQ-SEW-1301-3 "G" TYPE - PE NUSEWERS TYPICAL MAINTENANCE HOLE AND SLAB DETAILS

SEQ-SEW-1301-4 "F" TYPE - PE NUSEWERS TYPICAL MAINTENANCE HOLE DETAILS

SEQ-SEW-1301-5 "F" TYPE TYPICAL MAINTENANCE HOLE AND SLAB DETAILS

SEQ-SEW-1301-6 "X" TYPE DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT SEWER Ø1200

SEQ-SEW-1301-7 "X" TYPE DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT SEWER > Ø1200

SEQ-SEW-1301-8 "X" TYPE DEEP MAINTENANCE HOLE TYPICAL ARRANGEMENT SEWER Ø600 WITH DROP PIPE

SEQ-SEW-1301-10 "X" TYPE DEEP MAINTENANCE HOLE TYPICAL JUNCTION DETAILS

SEQ-SEW-1301-11 "X" TYPE DEEP MAINTENANCE HOLE TYPICAL TOP SLAB DETAILS

SEQ-SEW-1301-12 TYPICAL M.S. AND S.S. LADDER AND ASSOCIATED FITTINGS

SEQ-SEW-1303-4 TYPICAL STAINLESS STEEL BRACKETS FOR DN100 AND DN150 UPVC DROP PIPES

SEQ-SEW-1304-1 MAINTENANCE HOLES SEWERS TYPICAL CHANNEL ARRANGEMENTS

SEQ-SEW-1305-1 MAINTENANCE HOLES TYPICAL CHANNEL DETAILS

SEQ-SEW-1308-8 MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL BASE FRAME DETAILS

SEQ-SEW-1308-9 MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL RISER RING DETAILS

SEQ-SEW-1308-10 MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL COVER DETAILS

SEQ-SEW-1308-11 MAINTENANCE HOLE COVER SEWER - CLASS D - BOLT DOWN TYPICAL COVER DETAILS

SEQ-SEW-1313-1 MAINTENANCE HOLE SEWER CONNECTION DETAILS ALL PIPE MATERIALS

SEWER RETICULATION NOTES AND DETAILS SHEET 2

TONY FACEY 0412436579

SIGNED DATE:NAME of SIGNATORY (PRINT):

COMPANY NAME

ENGINEERING CERTIFICATIONSIGNED: DATE:

RPEQ NUMBER:COMPANY NAME

A QUU NETWORK ACCESS PERMIT MUST BE OBTAINED FROM THEQUU NETWORK ACCESS TEAM PRIOR TO THE COMMENCEMENT OFWORK ON SITE. FOR FURTHER INFORMATION PLEASE CONTACT QUUNETWORK ACCESS TEAM ON PH: 3856 7033 OREMAIL: [email protected]

CONSTRUCTION INSPECTIONNOTIFICATION OF INSPECTIONS MUST BE RECEIVED BY QUEENSLANDURBAN UTILITIES'S AUDIT & COMPLIANCE OFFICER AT LEAST TWO (2)WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION.PLEASE CONTACT 0412 436 579

486/5/9 - 0271 - 002486/5/9 - 0271 - 003486/5/9 - 0271 - 004486/5/9 - 0271 - 005

486/5/9 - 0271 - 008

C0613 SEWER RETICULATION LAYOUT SHEET 4486/5/9 - 0271 - 006C0614 SEWER RETICULATION LAYOUT SHEET 5486/5/9 - 0271 - 007

7 MCP107027BUP107026

MCP107027

8 SP179814

11SP172632

14SP16362015SP163620

CPSP172618 CPSP172618

CPSP172649 815SP172649

825SP172657

1SP231749

645SL2184

Lots 2-6SP224042

674SL9942

789SL5992

3SP172658

602SP172640921SP231800

910SP172657

CPSP172640

CPSP169057

904SP169072

62SP231794

61SP231794

916SL5057

1161SP108457

402SP187479

SL

406SP187479

646SP200123

70 SP174550

1303SP195300

896SL4844

873SL4860

885SL4711

883SL4711

879SL9197

407SP187479

403SP187479

614SL4775405SP187479

72 SP174551

834CP900524

839CP909259838SP104106

EmtRP228

404SP187479

1 SP224042

REM

ORA

RO

AD

MACARTHUR AVENUE

HARBOUR ROAD

FIN

NEG

AN S

TREE

T

MH150528

MH150529MH150530

MH151244

MH150846

MH151248

MH150531

EX4/1

MH151245

MH257851

MH150552

MH268089MH150847

HERCULES STREET

MH151246

MH151247

MH244593

MH244594

MH244595

KINGSFORD SMITH DRIVE

5/1 4/1

3/1

2/1

1/32/3

MH258318MH258319

MH521231

MH521230

MH150845

EX1/4

MH521229

MH524242

MH524241MH521117

MH521119MH521120 MH521121

MH521116

DEV2016/7856 October 2016



P. +61 (7) 3013 4699

[email protected]

0 10 20 4030 50 100


DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

7729

PROJECT No.

DRAWING No.



SEWER RETICULATIONNOTES AND DETAILSSHEET 2 D


14/0

4/20

16 3

:45:

51 P

M

DESCRIPTIONNo. M.H.No.

M.H.TYPE

E.S.L. I.L DEPTHTYPE

COVERSEWER

DIA. F.S.L.


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



2 8

ALL SEWER CONSTRUCTION WORK SHALL COMPLY WITHTHE REQUIREMENTS OF THE QUEENSLAND WORKPLACEHEALTH AND SAFETY ACT 1995. CONTACT THE DIVISION OFWORKPLACE HEALTH AND SAFETY FOR INFORMATION.PHONE 1300 369 915

"DIAL BEFORE YOU DIG" TO BE CONTACTEDPH: 1100 FOR LOCATION FOR THE LOCATION OF EXISTING

PUBLIC UTILITIES, PRIOR TO EXCAVATION

CONSULTANT:CONTACT:TELEPHONE:

BORNHORST AND WARD PTY LTDKRIS RENSCH(07) 3013 4699

NOTE:SERVICE LOCATIONS AND DEPTHS ARE ESTIMATED FROMSURVEY DATA AND RECORDS. THE ACTUAL LOCATION OFSERVICES IS TO BE DETERMINED ON SITE BY THECONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.

ESTATE/STAGE

SITE ADDRESS

COUNCIL FILE

QUU DELEGATE APP. DATE

CLIENTJOB REFERENCE NO.MAINS

MACARTHUR AVENUE, HAMILTON

STAGE 1 (REMORA ROADWORKS)

DIAMETER MATERIAL

ASSET REGISTER - RETICULATION SEWER

DESIGN CONSTLENGTH

DESIGN CONST

SERVICES DIAMETER MATERIALDESIGN CONST

LENGTHDESIGN CONST

MH TYPE & NO.

G F X MS

MH'S

16.60160 PE

- -6

-

-

ECONOMIC DEVELOPMENT QLD

-

HIGH RISK ACTIVITYASBESTOS CEMENT PRODUCTS

THIS PROJECT MAY REQUIRE THE HANDLING, REMOVALAND DISPOSAL OF ASBESTOS CEMENT PRODUCTS.

ANY ACTIVITY ASSOCIATED WITH ASBESTOS CEMENTPRODUCTS SHALL BE IN ACCORDANCE WITH RELEVANTAUTHORITY GUIDLINES AND SAFETY REQUIREMENTS.

GIS COMMENTS

OFFICER CODE

DATE

-

PLAN CUSTODIAN

DATE RELEASED

OFFICER/REC'D

LIVE CONNECTION(S)/PASSED(W)

DATE

JOB NUMBER

REFERENCE

GIS CAPTURE-

-

/

-

UTILITY/DELEGATES COMMENTS

ON MAINTENANCE DETAILSDATE

START -

BYUTILITY/DELEGATE

FINISH

-

--

-

AS CONSTRUCTED RECEIVED

/

/ /

/ /

MH244593

M.H. No.F.S.L.

3.335

E.S.L.

MH151247 3.135

MH151246 2.792

MH151245 2.592

MH151244 2.823

MH257851 3.171

MH268089 2.953

MH150847 3.245

MH150846 3.144

MH258318 3.047

MH258319 3.030

MH150528 3.191

MH521230 3.127

-

NOTES

-

-

-

REFER DETAIL 1. DRG C0611

-

REFER DETAIL 2. DRG C0613

-

-

-

-

LIVE WORKS G: EXISTING MH LEVELS TO BE ADJUSTEDEXISTING MH LEVELS TO BE ADJUSTED BY QUU PROVIDER, REFER LIVE WORKS TABLE.MAXIMUM THROAT DIMENSION FROM U/S ASPRO TO TOP OF LID NOT TO EXCEED350mm.

WORKS TO INCLUDE RAISING / LOWERING ASPRO, AND PROVIDING / ADJUSTING RISERRINGS, EXTENDING OR REMOVING PARTS OF STEP IRONS OR LADDERS, PROVIDE NEWTYPE D LID TO ALL MH'S AND PROVIDE NEW ASPRO WHERE REQUIRED. ALL WORKS TOBE STRICTLY IN ACCORDANCE WITH SEQ CODE STANDARD DRAWINGS.

CONTRACTOR TO COMPLETE INVESTIGATION INTO EXISTING CONDITIONS PRIOR TOCOMMENCEMENT OF WORKS.

MH521231 3.164

QUEENSLAND URBAN UTILITIES LIVE SEWER WORKSCONSULTING ENGINEERS ARE TO CONTACT QUU SERVICE DELIVERY EAST 2 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION ON PH:13 26 57 TO ARRANGE FOR LIVE WORKS TO BECARRIED OUT. (EXCAVATION, SAFE-SHORING AND ASSOCIATED WORK BY CONTRACTOR) EXCAVATION WORKS CARRIED OUT BY CONTRACTORS AT DEPTH OF 1.500m OR GREATER MUST

PROVIDE A "SAFEWORK PLAN" AS PER WORKPLACE HEALTH AND SAFETY LEGISLATION TO QUU PROVIDER PRIOR TO QUU COMMENCING ANY WORK.

DIA

SEWER TO BE ABANDONEDLOCATION LINE SEGMENT LENGTH

JOB No.

TYPE YEAR LAID OTHER

M.H. TYPE & No.

G F X

HERCULES ST

REMORA RD LS152280

---

1965 ---SGW 22.000150 -

LEVEL DATUM

R.P. DESCRIPTIONLOT 407 SP 187479PARISH OF TOOMBUL

DATUM:PSM:LOCATED:

LEVEL:AHD77618MACARTHUR AVENUE

4.114

MH150552 3.181 -

200

500

500 500300300300 300

MASS CONCRETE BRIDGING DETAIL

SEWER PIPE

STORMWATER PIPESIZE VARIES

MASS CONCRETE N32STORMWATER PIPE SOCKETSTO BE CLEAR OF BRIDGING & CENTRAL PART OFSW PIPE SEGMENT TO BE DIRECTLY OVER SEWER

MEASURED CLEARANCETO BE MINIMUM REQUIRED

EX1/4 3.150 -

-

LS151573 150 SGW 21.000 1965 -

250

300

315

-

-

PE

MSCL

PE

-

-

-

9.20

100.00

151.00

-

-

-


COMPANY NAME

ENGINEERING CERTIFICATION

SIGNED: DATE:





FOOTPATH (TYPICAL)ROADWAY (TYPICAL)

COHESIONLESS MATERIAL 5 mm OR7 mm SINGLE SIZED AGGREGATE TOGRADING LIMITS OF A.S. 2566.2 TABLEG2 COMPACTED TO 70% DENSITYINDEX. TO AS1289.5.6.1.

BCC SPECIFICATIONAND TO 5 .

EXISTING PAVEMENT TO BE SAW CUT(MIN 100 DEEP) PRIOR TO EXCAVATION

ASPHALT SURFACING TO BCC ROADWORKSSPECIFICATION TO MATCH EXISTINGTHICKNESS (REFER TO T2) TURF ON 50 MIN TOP SOIL TO MATCH

EXISTING (REFER TO T2).

MARKER TAPE (DETECTABLE MARKERTAPE FOR NON METALLIC PIPES)BIDIM A64 GEOTEXTILE.

TYPICAL TRENCH DETAIL

150

(MIN

)

150(MIN)

150(MIN)

150(MIN)

TRENCH NOTES:T1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL

SHALL BE THE GREATER OF SEQ WS&S D&C CODE DWG. NO.SEQ-WAT-1200-2 OR BRISBANE CITY COUNCIL STANDARDDRAWINGS UMS 281 & UMS 282.

T2. ROAD CROSSING, VERGES AND PATHS TRENCH RESTORATIONSHALL BE IN ACCORDANCE WITH BCC STANDARD DRAWINGSUMS 281 & UMS 282.

T3. PROVIDE 50 THICK LAYER OF BEDDING SAND IF FLOWABLEFILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED ASEMBEDMENT.

T4. 150 MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300MINIMUM FOR TRAFFICABLE.

REFE

R TO

SEQ

WS&

S D&

C CO

DEDW

G. N

O. S

EQ-S

EW-1

200-

2

MIN

IMU

M P

IPE

COVE

RRE

FER

TO T

1 &

T2

300

MIN

50

LEAN MIX CONCRETE, FLOWABLEFILL OR STABILISED SAND.

EXISTING ROADSURFACE

50 THICK LAYER OF BEDDINGSAND (REFER TO T3)

50 THICK LAYER OF BEDDINGSAND

300 MIN

300 MIN

150

- 300

REFE

RTO

T4

A1 3.150 0.114 3.0943.208OFØ400 PEQUU PROVIDER TO CORE INTO EXISTING MH EX1/4 AND PROVIDE Ø315 PE STUBWITH PLUG AND TEMPORARY END CAP PRIOR TO CONSTRUCTION. REBENCH MH.

A2 EX 1/4 F 3.150 0.114 3.094Ø315 PE 3.208OCONTRACTOR TO REMOVE END CAP AND LAY 1 SHORT PIPE (WITH AN I.O.), THENLAY UPSTREAM SEWER LINES. AFTER CLEANING AND TESTING, I.O. PIPE TO BESURROUNDED WITH 150mm OF CONCRETE.

A3 EX 1/4 F 3.150 0.114 3.094Ø315 PE 3.208OFOLLOWING SUCCESSFUL ON MAINTENANCE QUU PROVIDER TO REMOVETEMPORARY PLUG.

B1 3.082 1.563 1.3542.890--Ø250 PE EX 1/2QUU PROVIDER TO REMOVE EXISTING MH EX1/2 AND PROVIDE SHORT LENGTHOF PIPE WITH 2 X E-F COUPLINGS TO CONNECT TO EXISTING 250 PE PIPE ANDNEW 250 PE LINE 1/2 - 4/1.

C1 3.133 -0.997 4.0473.050OXØ300 CUR 1/3CONTRACTOR TO CONSTRUCT NEW 1/3 MH OVER EXISTING SEWER LS151866AND BENCH AND RENDER UP TO PIPE BUT NOT REMOVE CROWN OF PIPE.

C3 3.133 -0.997 4.0473.050OX- 1/3QUU PROVIDER TO REMOVE CROWN OF PIPE AND COMPLETE BENCHING AFTERSUCCESSFULL 'ON MAINTENANCE' INSPECTION.

D1 2.826 0.488 2.3532.841-G150 SGW 151244QUU PROVIDER TO SEAL THE EXISTING 150 SGW INLET AND REBENCH IN EXISTINGMH151244 AFTER SUCCESSFUL 'ON MAINTENANCE' INSPECTION.

D2 CONTRACTOR TO REMOVE REDUNDANT LINE LS151573 ON COMPLETION &BACKFILL WITH IMPORTED FILL.

E1 3.249 -0.115 3.2473.132-X150 SGW 150847QUU PROVIDER TO SEAL THE EXISTING 150 SGW INLET AND REBENCH IN EXISTINGMH150847 AFTER SUCCESSFUL 'ON MAINTENANCE' INSPECTION.

E2 CONTRACTOR TO REMOVE REDUNDANT LINE LS152280 ON COMPLETION &BACKFILL WITH IMPORTED FILL.

F1 3.191 0.247 3.1553.402-F150 SGW 150528QUU PROVIDER TO SEAL THE EXISTING 150 SGW INLET AND REBENCH IN EXISTINGMH150528 AFTER SUCCESSFUL 'ON MAINTENANCE' INSPECTION

F2 CONTRACTOR TO REMOVE REDUNDANT LINE ON LS151552 COMPLETION &BACKFILL WITH IMPORTED FILL.

G1 REFER LIVE WORKS G: EXISTING MH LEVELS TO BE ADJUSTED - TABLE ASIDEQUU PROVIDER TO ADJUST SURFACE LEVEL OF EXISTING MH'S. ADJUST ASPROLEVEL, STEP IRONS/LADDERS, PROVIDE RISER RINGS AS NECESSARY. CONTRACTORTO COMPLETE INVESTIGATION PRIOR TO COMPLETION.

MH521116 3.200 -

MH521117 3.328 -

MH521119 3.586 -

MH521120 3.510 -

MH150529 3.350 -

MH150530 3.633 REFER DETAIL 3. DRG C0614

-

-

-

GEOFABRIC.WRAP INBIDIM A44 OREQUIVALENT

0.5m

OF

Ø75

mm

SHO

T RO

CK.

TO S

TABI

LISE

TRE

NCH

TYPICAL DIMENSIONS SHOWN

DIM

'A'

BRIDGING DETAIL DIMENSIONSPIPE (REFER LONG SECTION) STORMWATER PIPE DIA. DIM. 'A' DIM. 'B'

25.7 - 25.8 2 x (1800x750) BC REFER SEWER LONGITUDINAL SECTIONS 280029.1 - 29.2 675 REFER SEWER LONGITUDINAL SECTIONS 1600

DIM 'B'

B2 QUU PROVIDER TO REMOVE EXISTING 250 CONNECTION IN MH150552 ANDCOMPLETE BENCHING AFTER SUCCESSFUL 'ON MAINTENANCE' INSPECTION.

GUIDE ONLY(CONTRACTOR TO

CONFIRM)

HERCULES ST --1EX 1/2

-MH150552 250 PE 6.000

BYOTHERSDURING

THISPROJECT

-

3.147

3.146

2.850

2.528

2.861

2.872

2.987

3.234

3.349

3.084

3.014

3.358

3.200

3.334

2.835

3.208

3.255

3.177

3.593

3.923

3.380

3.587

C2 CONTRACTOR TO LAY LINE 3. Ø160 PE

EX 1/4

- - 1.354----

B3 CONTRACTOR TO REMOVE REDUNDANT LINE ON COMPLETION AND BACKFILLWITH IMPROTED FILL.




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DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

7729

PROJECT No.

DRAWING No.


ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

P3-S1-C0610

SEWER RETICULATIONLAYOUT SHEET 1

D


PLANSCALE A

14/0

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2012

\121

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_DRA

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GS\D

RG\P

3-S1

-C06

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


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JOIN

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-S1-

C061

1


COMPANY NAME


SIGNED: DATE:





NOTE:1. ALL SEWER AND ASSOCIATED MANHOLES MARKED TO

BE ABANDONED LOCATED INSIDE WORKS ZONE TO BEREMOVED FROM SITE UNLESS NOTED OTHERWISE.TRENCHES TO BE BACKFILLED WITH IMPORTED MATERIAL AS PER EARTHWORKS SPECIFICATION.

2. FOR EXISTING MANHOLES TO BE ADJUSTED, REFERLIVE WORKS G TABLE DRG C0601.

EP

EP

EP

Emt ARP172844

Emt BRP172844

2

Emt B247579

674SL9942

789SL5992

3 SP172658

4.904.80

4.704.60

4.504.40

4.30

4.204.1

5.00

4

3.00

5.40

5.30

5.20

5.10

4.90

4.804.704.60

4.50

4.40

4.30

4.20

4.10

3.90

3.80

3.70

3.60

3.50

3.40

3.303.203.103.10

3.10

2.90

2.90

2.90

2.90

2.802.80

2.80

2.80

2.80

2.70

2.702.702.902.80

2.80

2.80

2.70

2.70

5.00

4.00

3.00

3.00

3.00

3.00

3.00

MH151244

MH151245

MH151246

MH150551

STREETHERCULES

ROAD

HARBOUR

KINSGFORD SMITH DRIVE

EXTENT OF WORKS

6/1

Ø315 PE100 SDR21

LIVE WORKS DREFER TO TABLE ON P3-S1-C0601

LS15

1573

PROPERTY CO

NN

ECTION

NEW PROPERTY CONNECTION 6/1




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APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

P3-S1-C0611


D


14/0

4/20

16 3

:45:

24 P

MJ:\

2012

\121

91\_

C\05

_DRA

WIN

GS\D

RG\P

3-S1

-C06

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



4 8

PLANSCALE A

JOIN

S DW

G P3

-S1-

C061

0


COMPANY NAME


SIGNED: DATE:





NOTE:FOR ALL CONNECTIONS TO EXISTINGMANHOLES, CONTRACTOR TO VERIFY INVERTLEVELS AT THESE MANHOLES PRIOR TOCOMMENCEMENT OF CONSTRUCTION.

JOIN

S DW

G P3

-S1-

C061

2

JOINS DWG P3-S1-C0613




DETAIL 1SCALE B

FH

EP

602SP172640

921SP231800

910SP172657

CP SP172640

CP SP169057 61 SP231794

402SP187479

646SP200123

3.40

2.90

2.90

2.802.80

3.20

3.10

3.10

2.90

2.90

3.00

3.00

3.00

3.00

MH258317

MH150552

MH257851

MH268089

MH150847

MH151258

MH258319MH258318

STREETHERCULES AVENUE

MACARTHUR

6/1EXISTING CONNECTIONS

TO REMAIN.

Ø315 PE100 SDR21

Ø315 PE100 SDR21

Ø324 MSCL x 6wt

Ø315 PE100 SDR21REMOVE EXISTINGMANHOLE EX1/2

LIVE WORKS BREFER TO TABLE ON P3-S1-C0601

DETAIL 1REFER BELOW

LIVE WORKS CREFER TO TABLE ON P3-S1-C0601

LIVE WORKS EREFER TO TABLE ON P3-S1-C0601

Ø250 PE100 SDR21

Ø160 PE100 SDR21

LS152280

PROPERTY

CON

NECTIO

N

PROPERTY

CON

NECTIO

N

REMOVE EXISTING250 PE SEWER MAIN

MH268089

ROTATE AND LOWER ASPRO.PROVIDE NEW STEP IRONS.

REMOVED AND PATCH EXISTING.ROTATED MH OPENING MUST

BE CLEAR OF KERB.

(Ø1200 ID)

Ø225 CUR IL 0.057Ø225 CUR IL -0.780

TOK 2.984

NEW LID LEVEL 2.838




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RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

P3-S1-C0612


D


PLANSCALE A

14/0

4/20

16 3

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14 P

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2012

\121

91\_

C\05

_DRA

WIN

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RG\P

3-S1

-C06

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



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JOIN

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-S1-

C061

1


COMPANY NAME


SIGNED: DATE:





JOIN

S DW

G P3

-S1-

C061

4




62 SP231794Emt A

SP231794

916SL5057

1303SP195300

3.70

3.603.503.40 3.40 3.403.303.303.20

3.30

3.30

3.20

3.30

MH150528 MH150529

WHA

RFCL

OSE

FIN

NEG

ANST

REET

MACARTHUR AVENUEMH521116

MH521117

MH521119

MH524241

MH521231MH521230

EXISTING SEWERPREVIOUSLYGROUT FILLED.REMOVE FROM SITE

Ø315 PE100 SDR21

LIVE WORKS FREFER TO TABLE ON P3-S1-C0601

LIVE WORKS AREFER TO TABLE ON P3-S1-C0601

LS151552




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REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

P3-S1-C0613


D


PLANSCALE A

14/0

4/20

16 3

:45:

00 P

MJ:\

2012

\121

91\_

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_DRA

WIN

GS\D

RG\P

3-S1

-C06

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


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6 8


COMPANY NAME






JOINS ASIDE

JOINS ASIDE

JOINS DWG P3-S1-C0611PLANSCALE A




DETAIL 2SCALE B

FH

EP

EP

406SP187479

403SP187479

3.703.60

3.50

3.50

3.40

3.40

3.403.303.30

3.303.203.10

2.90

2.802.70

3.00

3.10

3.10

3.10

2.90

3.10

2.90

3.00

3.00

MH150846

MH268089

MH150847

REMO

RARO

AD

EXTENT OF WORKS

EXTE

DETAIL 2REFER ASIDE

LIVE WORKS CREFER TO TABLE ON P3-S1-C0601

Ø160 PE100 SDR21

LS1522

FH

EP

EP

EP

614SL4775

646SP200123

5.90

5.80

5.70

5.60

5.50

5.40

5.30

5.20

5.10

4.90

4.80

4.70

4.60

4.60 4.60

4.50

4.50

4.50

3.903.90 3.903.90

3.80

3.803.803.80

3.80

3.803.803.803.80

3.70

3.70

3.70

3.70

3.70

3.60

3.60

3.603.60

3.50

3.503.50

3.40

3.30

3.203.102.90

6.00

6.00

6.00

6.006.00

5.00

3.00

REM

ORA

ROAD

CURTIN AVENUE WEST

WORKS

EXTENT OF WORKS

EXTE

NT

OF

WO

RKS

MH150845 FHFH

WMTWMT

PRIVATE CHAMBER

MH150846

ROTATE AND LOWER ASPRO.PROVIDE NEW STEP IRONS.

REMOVED AND PATCH EXISTING.MAX THROAT DEPTH 300mm.

ROTATED MH OPENING MUST BECLEAR OF KERB

(Ø1200 ID)

Ø300 CUR IL -1.260

Ø300 CUR IL -1.280

TOK 3.181NEW LID LEVEL 3.034




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RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

P3-S1-C0614


D


PLANSCALE A

14/0

4/20

16 3

:44:

46 P

MJ:\

2012

\121

91\_

C\05

_DRA

WIN

GS\D

RG\P

3-S1

-C06

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


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7 8

JOIN

S DW

G P3

-S1-

C061

2


COMPANY NAME









DETAIL 3SCALE B

TM

1161SP108457

1303SP195300

3.60

3.60 3.50

3.40

3.403.303.30

3.703.70 3.70

3.703.70

3.70

3.703.60 3.50

3.50

MH150530 MH150531

MACARTHUR AVENUE

MH521119MH521120 MH521121

EXISTING RISING MAINPREVIOUSLY GROUTFILLED TO REMAIN

DETAIL 3REFER ASIDE

MH150530

PROVIDE NEW ASPRO AND LID.POSITION LID CLEAR OF KERB

AND ENSURE 350mm MAXTHROAT DEPTH. REMOVE

EXISTING LADDER/STEP IRONS,PROVIDE NEW LADDER AND

PATCH.

(Ø1200 ID)

Ø225 CUR IL 0.732

Ø225 CU

R IL ???

NEW LID LEVEL 3.595




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REVISION

APPROVED

RPEQ


DATE DATE

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FOR TENDERSTATUS

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



3020100 50401 : 1000 / 1 : 2000

m

3.02.01.00 5.04.01 : 100 / 1 : 200

m

P3-S1-C0620

SEWER RETICULATIONLONGITUDINAL SECTIONS

E

E 31.03.16 ISSUE FOR TENDER MS BBe KR NRD 11.03.16 FOR REVIEW C 24.02.16 ISSUE TO APA FOR CO-ORDINATION B 12.02.16 ISSUE FOR INFORMATION A 17.12.15 ISSUE FOR INFORMATION 14

/04/

2016

3:4

4:24

PM

J:\20

12\1

2191

\_C\

05_D

RAW

INGS

\DRG

\P3-

S1-C

0620

.DW

G


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

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CONTACT:

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SIGNED: DATE:





SCALE A (HOR)B (VERT)

SEWER RETICULATION LONGITUDINAL SECTION

-11.000

315Ø PE 100 SDR 21

1 in 400

25.142

3.18

83.

208

0.00

0-0

.020

-0.1

540.

114

3.22

83.

362

3.09

4

EXIS

TIN

GIL

-0.0

08SE

WER

IL-0

.008

SEW

ER

315Ø PE 100 SDR 21

1 in 100.00

81.009

3.08

83.

456

25.1

420.

177

0.20

73.

279

3.24

9

2/1

22°

FD

A

IL1.

940

375Ø

DRAI

N

IL2.

464

225Ø

WAT

ERIL

2.45

910

0ØEX

TEL

324Ø MSCL x 6 WALL THICKNESS

1 in 400

99.966

3.10

63.

207

106.

150

1.01

71.

047

2.19

02.

160

3/1

-16°

FD

A

IL0.

027

(2x)

1800

x750

ØDR

AIN

IL0.

464

375Ø

DRAI

N

IL0.

203

675Ø

DRAI

NIL

2.65

210

0ØW

ATER

IL2.

473

100Ø

WAT

ERIL

2.47

315

0ØW

ATER

IL2.

441

300Ø

WAT

ER

IL2.

605

100Ø

EX G

AS

IL1.

794

160Ø

EX G

AS

IL2.

449

100Ø

EX T

EL

IL0.

048

SEW

ER

IL-0

.595

SEW

ER

IL-0

.364

SEW

ER

1 in 400

31.361

3.04

13.

110

206.

117

1.29

71.

327

1.81

31.

783

4/1

-13° 2

FD

A1.

473

IL2.

498

150Ø

WAT

ERIL

2.50

315

0ØW

ATER

1 in 400

13.501

3.20

82.

983

237.

478

1.40

51.

455

1.57

71.

527

5/1

-84°

FD

A

IL2.

411

100Ø

EX G

AS

IL1.

834

160Ø

EX G

ASIL

2.41

210

0ØEX

TEL

IL0.

235

SEW

ER

3.01

03.

012

250.

979

1.48

91.

523

6/1

END

CAP

CHAINAGE

NATURAL SURFACE

DESIGN SURFACE LEVEL

INVERT LEVEL

DEPTH TO INVERT

GRADEDIAMETERPROPERTY DESCRIPTION

JUNCTION INVERT LEVEL

MANHOLE/END NAMEMANHOLE TYPELID TYPEJUNCTION LINEDROP TYPE

DEPTH TO HC

HC INVERT LEVELINVERT LEVELHC TYPEHC LOT No.

CH. FROM D/S MH

EMBEDMENT TYPE

DATUM RL

LINE 1

-12.000

250Ø PE 100 SDR 21

1 in 151

9.196

3.04

13.

110

0.00

01.

297

1.47

31.

813

1.63

6

4/1

1

FD

A1.

473

IL0.

113

SEW

ER

3.08

22.

890

9.19

61.

534

1.35

6CO

NN

ECTI

ON

TO

EXI

STIN

G LI

NE

LINE 2

-13.000

160Ø PE 100 SDR 21

1 in 203

16.5033.

133

3.05

00.

000

-0.9

97-0

.997

4.04

74.

047

1/3

FD

A

IL0.

634

900Ø

DRAI

N

IL2.

536

100Ø

EX G

AS

3.19

93.

199

16.5

03-0

.916

4.11

4

2/3

FD

ALINE 3

TYPE 9REFER DETAIL DRG C0601 REFER DETAIL DRG C0601 REFER DETAIL DRG C0601 REFER DETAIL DRG C0601

0.32

7 CO

VER

0.27

0 CO

VER

0.21

6 CO

VER

0.30

6 CO

VER

E 70

65.2

52N

479

6.72

4

E 70

41.2

52N

480

4.21

4

E 69

78.2

28N

485

5.11

E 68

85.9

64N

489

3.59

E 68

55.0

54N

489

8.88

8

E 68

51.3

49N

488

5.90

6

E 68

85.9

64N

489

3.59

E 68

83.4

23N

488

4.75

2

E 69

65.7

N 4

914.

553

E 69

49.3

47N

491

6.77

2

COORDINATES

HERCULES STREET MACARTHUR AVENUE

PROPERTY CONNECTIONPROPERTY CONNECTION

PRO

PERT

Y CO

NN

ECTI

ON




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DATEREV DESCRIPTION

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APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

7729

PROJECT No.

DRAWING No.



WATER RETICULATIONNOTES AND DETAILS SHEET 1

D



DATE:

START DATE






SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:


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SIGNED

CLIENT


1 13

REMORA ROAD ROADWORKS, HAMILTONWATER RETICULATION

ABBREVIATIONSAC - ASBESTOS CEMENTCICL - CAST IRON CEMENT LINEDCISL - CAST IRON SPUN LINEDCR - CONCRETE REINFORCEDCTS - CUT TO SUITCUR - CONCRETE UN-REINFORCEDDF - DOUBLE FLANGEDI - DUCTILE IRONDICL - DUCTILE IRON CEMENT LINEDDS - DOUBLE SOCKETSGW - SALT GLAZED WAREEW - EARTHENWAREFH - FIRE HYDRANTF&S - FLANGE & SOCKETF&SP - FLANGE & SPIGOTmPVC - MODIFIED POLYVINYL CHLORIDEMSBW - MILD STEEL BUTT WELDMSCL - MILD STEEL CEMENT LINEDNDW - NON DRINKING WATERPE - POLYETHYLENEP&F - PLAIN & FLANGEDRTS - ROTATE TO SUITSC - STOP COCK/WATER METERS&P - SOCKET & PLAINS&SP - SOCKET & SPIGOTuPVC - UNPLASTICISED POLYVINYLCHLORIDE

SITE SPECIFIC NOTES:S1. HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN

ACCORDANCE WITH THE BCC ASBESTOS PROCEDURE - WH&S 703. ANDQUU SWMS 10.

S2. WHERE A METALLIC WATER MAIN IS TO BE REPLACED WITH A PLASTICMAIN, A LICENSED ELECTRICIAN SHALL MAKE AN ASSESSMENT OFPOTENTIALLY AFFECTED PROPERTY EARTHING SYSTEMS. WORK SHALLNOT COMMENCE UNTIL THE ELECTRICIAN DECLARES IN WRITING THAT ITIS SAFE TO PROCEED.

S3. OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWNAPPROXIMATELY AS TAKEN OFF DIAL BEFORE YOU DIG INFORMATION.EXTREME CAUTION MUST BE EXERCISED WHEN WORKING IN THEVICINITY OF AND AROUND THESE SERVICES. DUE TO THE TIME FRAMEBETWEEN DESIGN AND CONSTRUCTION IT IS NECESSARY THAT THECONTRACTOR CONFIRM THE LOCATION OF OTHER AUTHORITIES'UNDERGROUND SERVICES BY CONTACTING DIAL BEFORE YOU DIG (PH.1100) AND WHERE NECESSARY BY CONTACTING THE RELEVANTAUTHORITY DIRECTLY FOR A MORE ACCURATE LOCATION.

S4. HIGH PRESSURE GAS MAINS EXIST IN THIS AREA. PLEASE CONTACTORIGIN ENERGY ASSET MANAGEMENT ON PH. 3323 7619 AT LEAST TWO(2) WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.

S5. OPTIC FIBRE CABLE NETWORK EXISTS IN THIS AREA. PLEASE CALL 1800114 918 AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCINGCONSTRUCTION.

S6. ELECTRICITY CABLES (LOW AND/OR HIGH VOLTAGE) EXIST IN THIS AREA.PLEASE CALL ENERGEX NETWORK INFORMATION SECTION AT LEAST TWO(2) WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.

NOTES:GENERAL

G1 WORKS MUST BE EXECUTED IN ACCORDANCE WITH SEQ WATER SUPPLY CODEINCORPORATING WATER SUPPLY CODE OF AUSTRALIA WSA 03 - 2011 V 3.1 ANDUMD REFERENCE SPECIFICATION S140 EARTHWORKS.

G2 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLANDWORKPLACE HEALTH AND SAFETY ACT. CONTACT THE DIVISION OF WORKPLACEHEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915.

G3 CONNECTION OF THE WORKS TO THE LIVE SYSTEM SHALL BE CARRIED OUT BYQUU PROVIDER.

G4 CONTRACTOR TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAINQUU'S AND OTHER AUTHORITIES' EXISTING SERVICES.

G5 IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO A QUUASSET PHONE 13 23 64 IMMEDIATELY

G6 AUDIT AND FINAL INSPECTIONS OF WORK CONSTRUCTED BY CONTRACTORSMUST BE ARRANGED TWO WEEKS BEFOREHAND WITH THE QUU AUDIT ANDCOMPLIANCE OFFICER (CONTACT DETAILS BELOW).

G7 ONLY QUU PERSONNEL MUST OPERATE THE EXISTING WATER NETWORKG8 SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND

DEPTH TO SERVICES ARE TO BE CONFIRMED WITH RELEVANT AUTHORITIES ANDON SITE BY THE CONTRACTOR PRIOR TO COMMENCING WORKS.

G9 RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTEDOTHERWISE.

G10 REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION SUCH ASSIGNS, FENCES, ETC.

G11 ALL NEW RETICULATION WORKS REQUIRE BACTERIAL AND PRESSURE TESTINGPRIOR TO ACCEPTANCE.

G12 HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN ACCORDANCEWITH THE QUU ASBESTOS PROCEDURE -REFER ASBESTOS MANAGEMENTSTANDARD (STD 43) AND QUU SWMS 10.

G13 OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELYAS TAKEN OFF DIAL BEFORE YOU DIG INFORMATION. EXTREME CAUTION MUSTBE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUND THESESERVICES. DUE TO THE TIME FRAME BETWEEN DESIGN AND CONSTRUCTION IT ISNECESSARY THAT THE CONTRACTOR CONFIRM THE LOCATION OF OTHERAUTHORITIES' UNDERGROUND SERVICES

G14 IF ANY ADDITIONAL INFORMATION IS REQUIRED PLEASE CONTACT THEQUEENSLAND URBAN UTILITIES AUDIT AND COMPLIANCE OFFICER

G15 RESPONSIBILITY FOR DESIGN CERTIFICATION, ADHERENCE TO AND COMPLIANCE WITH ALL RELEVANT STANDARDS/CODES AND SPECIFICATIONS RESIDES WITH THE REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND (RPEQ) WHOSE WET SIGNATURE AND RPEQ NUMBER APPEAR IN THE ENGINEERING CERTIFICATION BOX IN EACH ORIGINAL DRAWING.G16 DURING PRE-CONSTRUCTION, CONSTRUCTION AND COMMISSIONING (UNTIL THE END OF THE DEFECTS LIABILITY PERIOD) ANY DESIGN OVERSIGHTS AND / OR ITEMS THAT ARE TECHNICALLY NOT CONFORMING WITH RELEVANT STANDARDS, MUST BE RECTIFIED AT NO COST TO QUU.

ENVIRONMENTAL MANAGEMENT

E1 CONTACT LOCAL ASSET SERVICES PH. 3403 9169 ONE WEEK PRIOR TOCONSTRUCTION FOR REMOVAL OR REPLACEMENT OF EXISTING TREES.

E2 ALL TREES AND SHRUBS THAT ARE TO BE RETAINED MUST BE PROTECTED FROMDAMAGE AS DETERMINED BY BRISBANE CITY COUNCIL.

E3 PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING ORDIRECTIONAL DRILLING UNLESS OTHERWISE AGREED BY THE CONTRACTMANAGER.

E4 FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HANDEXCAVATION. TREE ROOTS MUST BE CUT CLEANLY AND A BITUMINOUSFUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.

E5 BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY COMPACTED.E6 EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.E7 TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY.E8 PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.E9 NO SOIL MUST BE STOCKPILED WITHIN 5m OF ANY CREEK OR WATER COURSE.E10 IF YOU SUSPECT FIRE ANTS ON SITE CALL D.P.I. ON 13 25 23.E11 NO TREE SHALL BE LOPPED OR MOVED WITHOUT WRITTEN PERMISSION OF

BRISBANE CITY COUNCIL.

PIPELINESP1 THE MINIMUM CLEARANCE TO EXISTING SERVICES TO BE AS PER WSA/QUU

STANDARDS UNLESS OTHERWISE SHOWN.P2 CONTRACTOR TO OBTAIN PRIOR APPROVAL OF THE SUPERINTENDENT FOR

ANY MINOR DEVIATIONS REQUIRED TO AVOID EXISTING SERVICES.P3 PRESSURE& BACTERIAL TESTING TO BE CARRIED OUT AS PER WSA/QUU

STANDARDS.P4 NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED.

REFER TO QUU STANDARDS. THE COLOURS OF MARKER TAPE MUST BE:WATER - GREEN

P5 PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL.CERTIFICATES SHALL BE LODGED WITH THE CONTRACT MANAGERCERTIFYING THE FILL IS CONTROLLED FILL COMPACTED TO 95% R.D. TOA.S.1289.5.2.1.

P6 ALL OPEN ENDS OF DISUSED WATER MAINS MUST BE EFFECTIVELY PLUGGEDBY QUU. FOR A QUOTE AND TO ARRANGE WORK PHONE 13 26 57.

P7 DISUSED MAINS SHALL COMPLY WITH REQUIREMENTS SET OUT INWSA/QUU STANDARDS.

P8 THE CONSTRUCTION OF THE MAIN WORK SHOWN ON THESE DRAWINGSSHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION.WATER WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BEPERMITTED TO CONNECT INTO THE QUU WATER SYSTEM.

P9 PRIME, CAULK AND WRAP ALL BURIED FLANGES AND BOLTS WITH DENSOPETROLATUM PRODUCTS OR EQUIVALENT AS PER THE MANUFACTURER'SRECOMMENDATIONS.

P10 TUNNEL BORE OR DIRECTIONAL DRILL UNDER EXISTING STAMPED ORREINFORCED CONCRETE DRIVEWAYS WHERE THE EXISTING SURFACECANNOT BE MATCHED, AND UNDER SIGNIFICANT TREES AS ADVISED BY BCCVEGETATION AND PEST SERVICES SECTION PH 3403 3782.

P11 WATER SERVICES: (A) MUST BE BYPASSED WHERE NECESSARY. (B) MUST BE RECONNECTED TO NEW MAIN UPON CLEARANCE BY QUU. (C) ALL DN15mm SERVICES MUST BE RE-LAID IN DN20mm COPPER. (D) ALL GALVANISED IRON OR LEAD SERVICES MUST BE RE-LAID IN COPPER

OF EQUIVALENT DIAMETER. (E) MUST BE INDICATED ON 'AS CONSTRUCTED' DRAWINGS.

(F) ALL IRRIGATION SERVICES MUST BE CONSTRUCTED TO A.S.3500 PART 1SECTION 4 AND NOTIFICATION OF SUCH SERVICE MUST BE MADE TO THEPRINCIPLE OFFICE PLUMBING SERVICES PH: 3403 0744.

P12 ALL VALVES, FIRE HYDRANTS AND SURFACE FITTINGS ON ABANDONEDPIPELINE MUST BE REMOVED UNLESS NOTED OTHERWISE.

P13 ALL FLANGES MUST BE IN ACCORDANCE WITH A.S. 4087 UNLESS NOTEDOTHERWISE.

P14 WHERE A METALLIC WATER MAIN IS TO BE REPLACED WITH A PLASTICMAIN, A LICENSED ELECTRICIAN SHALL MAKE AN ASSESSMENT OFPOTENTIALLY AFFECTED PROPERTY EARTHING SYSTEMS. WORK SHALL NOTCOMMENCE UNTIL THE ELECTRICIAN DECLARES IN WRITING THAT IT IS SAFETO PROCEED.

P15 PIPE EMBEDMENT MATERIAL SHALL BE:- 5 TO 7mm SINGLE SIZED MATERIAL TO WSA PS-351 OR- 13.2mm SINGLE SIZED RECYCLED AGGREGATE MATERIAL TO WSA PS-366.

P16 COVER ON MAINS FROM PERMANENT LEVEL TO BE AS FOLLOWS: 63, 100 & 150 DIAMETER PIPE - 600mm VERGE, 1000mm BENEATH ROADS 200, 250 & 300 DIAMETER PIPE - 1000mmP17 HYDRANTS TO BE DN100 ON PE MAINS, HYDRANT RISERS TO BE 125 OD.

DUCTILE IRON CEMENT LINED PIPES (DICL)D1 ALL DICL PIPES AND FITTINGS TO BE COVERED WITH POLYETHYLENE

SLEEVING AS PER THE MANUFACTURER'S RECOMMENDATIONS.D2 DICL PIPES AND NON-FLANGED FITTINGS SHALL BE CLASS PN35 AND

COMPLY WITH A.S. 2280D3 FLANGE FITTINGS SHALL BE PN16 AND COMPLY WITH AS2280

THRUST BLOCKST1 PROVIDE ANCHOR/THRUST BLOCKS FOR 1200kPa COMPLYING WITH

STANDARD DRAWINGS SEQ-WAT-1205 AND SEQ-WAT-1207 AND TOPRESSURE 1200kPa.

T2 THE BEARING FACE OF THE THRUST RESTRAINT MUST BE CAST AGAINSTUNDISTURBED GROUND

T3 CONCRETE MUST NOT SPILL OVER SOCKET JOINTST4 VERTICAL THRUST BLOCKS MUST BE EMBEDDED AT A MINIMUM OF 250mm

INTO UNDISTURBED GROUNDT5 CONCRETE MUST BE CURED 48 HOURS (MIN) PRIOR TO CHARGING MAINT6 UNREINFORCED CONCRETE SHALL BE A MINIMUM OF N20. REINFORCED

CONCRETE SHALL BE A MINIMUM OF N25.T7 THRUST BLOCK TABLE TO BE PROVIDED FOR MAINS EQUAL TO & GREATER

THAN 200MM DIAMETER. CHAINAGE, HORIZONTAL & VERTICAL SIZES &FORCES TO BE PROVIDED AS PER GEOTECHNICAL INFORMATION.

T8 THE CONTRACTOR SHALL CONFIRM BEARING CAPACITY PRIOR TOCONSTRUCTION OF THRUST BLOCK. SHOULD DIFFERENT GROUNDCONDITIONS BE ENCOUNTERED TO THOSE SHOWN IN THE TABLE ONDRAWING C071, RE-DESIGN OF THRUST BLOCKS MAY BE REQUIRED.

POLYETHYLENE PIPES (PE)PE1 PE IS THE PREFERRED MATERIAL OF CHOICE OF QUU AND

SHOULD BE USED USED UNLESS OTHERWISE STATED. ALL PEPIPES AND FITTINGS SHALL BE MATERIAL GRADE PE100

PE2 PRESSURISED MAINS TO BE A MINIMUM CLASS PN16. WHEREPIPE CLASSIFICATION IS NOT SPECIFIED CONSULT WITH DESIGNCONSULTANT AND QUU.

PE3 PE PIPE COLOUR SHALL BE: DRINKING WATER: EXTERNAL: BLUE - (SOLID OR STRIPED IS

ACCEPTABLE)PE4 ALL PE PIPES TO BE BUTT WELDED/ELECTRO FUSION FUSED

UNLESS NOTED OTHERWISE.PE5 PRECHLORINATED PIPES AND FITTINGS MUST BE USED WHERE

INDICATED.PE6 BACTERIAL TESTING TO BE CARRIED OUT AS PER WSA/QUU

STANDARDS.PE7 PE PIPES WITH CRACKS, SCORES OR SCRATCHES DEEPER THAN

10% OF THE WALL THICKNESS SHALL BE REJECTED.PE8 ALL DESIGN AND CONSTRUCTION WORK SHALL CONFORM

WITH SEQ CODE.PE9 PRESSURE TESTING FOR PE PIPELINES SHALL COMPLY

WITH REQUIREMENTS OF WSA 01-2004. TEST PRESSURE 1200 KPA.PE10 THE ENDS OF PE MAINS SHALL BE RESTRAINED WITH

CONCRETE THRUST RESTRAINTS TO PROTECT AGAINSTPOISSON EFFECT FORCES, AS PER SEQ CODE REQUIREMENTS.

AUDIT & COMPLIANCE OFFICER

DATE:

WATER RETICULATION DRAWING INDEXDRAWING No. DESCRIPTION

C0700 WATER RETICULATION NOTES & DETAILS SHEET 1C0701 WATER RETICULATION NOTES & DETAILS SHEET 2C0710 WATER RETICULATION LAYOUT SHEET 1

QUU DWG No.

C0711 WATER RETICULATION LAYOUT SHEET 2

486/4/9 - 1580 - 001

SURVEY CONTROL:

RL: 4.114 AHD(LOCATED: MACARTHUR AVENUE)PSM: 77618

C0712 WATER RETICULATION LAYOUT SHEET 3

C0720 WATER RETICULATION LIVE WORKS CONNECTION DETAILS SHEET 1

WATERWATER SUPPLY

SEQ-WAT-1102-1 TYPICAL RETICULATION MAIN ARRANGEMENTS

SEQ-WAT-1105-1 TYPICAL PE WATER MAIN DETAILS

SEQ-WAT-1105-2 TYPICAL CONNECTION TO EXISTING MAINS

SEQ-WAT-1107-1 TYPICAL PE PROPERTY SERVICES PE MAIN TO METER AND CONDUITDETAILS

SEQ-WAT-1200-1 TYPICAL SOIL CLASSIFICATION GUIDELINES AND ALLOWABLE BEARINGPRESSURES FOR ANCHORS & THRUST BLOCKS

SEQ-WAT-1200-2 EMBEDMENT & TRENCHFILL TYPICAL ARRANGEMENT

SEQ-WAT-1201-1 STANDARD EMBEDMENT TYPICAL FLEXIBLE & RIGID PIPES

SEQ-WAT-1202-1 TYPICAL SPECIAL EMBEDMENT INADEQUATE FOUNDATIONS REQUIRINGOVER EXCAVATION & REPLACEMENT

SEQ-WAT-1203-1 TYPICAL SPECIAL EMBEDMENT CONCRETE & STABILISED EMBEDMENTAND FLEXIBLE JOINT DETAILS

SEQ-WAT-1204-1 TYPICAL TRENCH AND BEDDING DETAILS WITHIN EXISTING ROADS TYPE KTO N

SEQ-WAT-1205-1 TYPICAL THRUST BLOCK DETAILS MASS CONCRETE

SEQ-WAT-1206-1 TYPICAL THRUST AND ANCHOR BLOCKS FOR VALVES

SEQ-WAT-1207-1 TYPICAL THRUST AND ANCHOR BLOCKS FOR VERTICAL BENDS

SEQ-WAT-1208-1 TYPICAL RESTRAINED JOINT SYSTEM DN 100 TO DN 375 DI MAINS

SEQ-WAT-1300-1 TYPICAL VALVE AND HYDRANT IDENTIFICATION MARKERS

SEQ-WAT-1301-1 TYPICAL VALVE AND HYDRANT INSTALLATION VALVE ARRANGEMENT

SEQ-WAT-1302-1 TYPICAL HYDRANT INSTALLATION

SEQ-WAT-1303-2 TYPICAL VALVE AND HYDRANT INSTALLATION FUTURE EXTENSIONINSTALLATION

SEQ-WAT-1305-1 TYPICAL SURFACE FITTING INSTALLATION VALVE AND HYDRANT SURFACEBOXES TRAFFICABLE AND NON-TRAFFICABLE

SEQ-WAT-1306-1 TYPICAL SURFACE FITTING INSTALLATION VALVE AND HYDRANT SURFACEBOXES SUPPORT AND SURROUND DETAILS

SEQ-WAT-1307-2 PE WATER MAINS TYPICAL DETAILS SCOURS

SEQ-WAT-1409-1 HYDRANT INSTALLATION FITTINGS TYPICAL PE ASSEMBLIESNOMENCLATURE

SEQ-WAT-1410-1 TYPICAL CHLORINATION TEST POINT DETAILS


R.P. DESCRIPTIONLOT 407 SP 187479

PARISH OF TOOMBUL



COMPANY NAME


SIGNED: DATE:




486/4/9 - 1580 - 002486/4/9 - 1580 - 003486/4/9 - 1580 - 004486/4/9 - 1580 - 005

486/4/9 - 1580 - 008486/4/9 - 1580 - 009486/4/9 - 1580 - 010

TONY FACEY 0412 436 579

QLD URBAN UTILITIESQ1. QLD URBAN UTILITIES CONTROL ROOM MUST BE NOTIFIED AFTER

CLEARANCE OF NEW MAIN (PH. 3856 7179) WHEN WORKS AFFECT THEEXTENT OF WATER SUPPLY ZONES.

SHUT PLANSP1 PRIOR TO COMMENCEMENT OF WORKS ON SITE A QUU NETWORK ACCESS

PERMIT (AND ASSOCIATED SHUT PLAN/S) MUST BE OBTAINED FROM THEQUU NETWORK ACCESS TEAM. FOR FURTHER INFORMATION PLEASECONTACT THE QUU NETWORK ACCESS TEAM ON PH: 3856 7033 OR EMAIL:[email protected]

SP2 PLEASE ENSURE THE QUU CONTACT FOR THE NETWORK ACCESS PERMIT APPLICATION IS THE QUU AUDITOR NOTED ON THESE PLANS.

NOTE:1. ALL EXISTING VALVE AND HYDRANT

METER BOXES ETC TO REMAIN ARETO BE REPLACED AND SET TO NEWLEVELS. SPINDLES TO BEADJUSTED/REPLACED WHERENECESSARY TO COMPLY WITH SEQCODE.

2. PROVIDE PE FULL FACE FLANGE ANDS/S BACKING RING TO PE PIPESCONNECTING TO FLANGED DICLFITTINGS OR PIPES.

C0730 WATER RETICULATION CROSSING DETAILS SHEET 1486/4/9 - 1580 - 011C0731 WATER RETICULATION CROSSING DETAILS SHEET 2486/4/9 - 1580 - 012C0732 WATER RETICULATION CROSSING DETAILS SHEET 3486/4/9 - 1580 - 013

C0713 WATER RETICULATION LAYOUT SHEET 4C0714 WATER RETICULATION LAYOUT SHEET 5

486/4/9 - 1580 - 006486/4/9 - 1580 - 007




P. +61 (7) 3013 4699

[email protected]

0 10 20 4030 50 100


DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

7729

PROJECT No.

DRAWING No.



WATER RETICULATIONNOTES AND DETAILS SHEET2 D


ITEM No. DESCRIPTION HYDRANTS

01 Ø250 x Ø125 PE E-F HYDRANT TEE WITH:Ø125 E-F COUPLING, Ø125 FLANGED PE RISERWITH S/S BACKING RING AND Ø100 HYDRANTASSEMBLY

VALVES10 Ø250 PE VALVE WITH PE TAILS11 Ø150 DI F&F VALVE12 Ø200 DI F&F VALVE13 Ø300 DI F&F VALVE15 Ø180 PE VALVE WITH PE TAILS

TEES20 Ø250 x Ø180 PE E-F TEE21 Ø250 x Ø250 PE E-F TEE22 Ø200 x Ø150 DI S&S&F TEE23 Ø200 x Ø150 DI F&F&F TEE24 Ø200 x Ø200 DI F&F&F TEE25 Ø250 x Ø150 DI F&F&F TEE26 Ø250 x Ø250 DI F&F&F TEE27 Ø300 x Ø200 DI F&F&F TEE28 Ø300 x Ø300 DI F&F&F TEE

BENDS30 Ø200 DI 11.25° F&F BEND31 Ø200 DI 22.5° F&F BEND32 Ø200 DI 90° F&F BEND33 Ø300 DI 11.25° F&F BEND34 Ø300 DI 22.5° F&F BEND35 Ø200 DI 11.25° S&S BEND36 Ø200 DI 22.5° S&S BEND37 Ø200 45° PE E-F BEND38 Ø150 45° PE E-F BEND

SCOURS40 Ø250 x Ø90 E-F SCOUR TEE WITH Ø90 PE SCOUR

TO GULLY PIT

REDUCERS50 Ø200 x Ø150 DI F&F REDUCER51 Ø250 x Ø200 DI F&F REDUCER52 Ø300 x Ø200 DI F&F REDUCER

MISCELLANEOUS60 Ø250 PE E-F FITTING61 Ø250 PE PIPE WITH FULL FACE FLANGE AND S/S

BACKING RING62 Ø250 PE E-F END CAP63 Ø150 DI F&SP CONNECTOR64 Ø200 DI F&SP CONNECTOR65 Ø150/Ø200/Ø250/Ø300 DI F&S CONNECTOR

66Ø200 DI F&F PIPE 1000 LONG WITH PUDDLEFLANGE & CONCRETE THRUST BLOCK (57.1KN)REFER SEQ STD DRG SEQ-WAT-1208-1

67 Ø150 GIBAULT JOINT68 Ø300 GIBAULT JOINT69 Ø200 x Ø50/Ø25 TAPPING BAND SADDLE JOINT70 Ø200 DEAD PLATE71 Ø150 DEAD PLATE

LOCALITY PLANUBD MAP REF: PG141, GRID C16

SITE ADDRESS: NORTHSHORE, HAMILTONN.T.S.


DATE:

START DATE






SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD

SIGNED

CLIENT


2 13

PRIOR TO COMMENCEMENT OF WORK,CONTRACTOR TO PREPARE FOR A TRAFFIC PLANAND SEEK APPROVAL FROM PLANNING ANDTRAFFIC BRANCH. TELEPHONE 3403 4150 FORDETAILS. TO OBTAIN TRAFFIC PERMITS, IT MAY BENECESSARY TO COMPLETE CONSTRUCTION WORKDURING WEEKENDS AND/OR LATE AT NIGHT ONLY.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOOBTAIN THE RELEVANT TRAFFIC PERMITS PRIOR TOTHE COMMENCEMENT OF WORKS.

xxCAUTIONxxAPPROX. LOCATION OF PUBLIC UTILITIES ONLY.

EXACT LOCATION AND DEPTH TO BE DETERMINEDON SITE BY RELEVANT AUTHORITY PERSONNEL PRIOR

TO COMMENCING WORK.

TELSTRA:- PH: 1800 114 918ENERGEX:- PH: 07 3407 6381BCC:- PH: 3403 8888GAS INSPECTOR:- PH: 07 3467 9514

HIGH RISK ACTIVITYASBESTOS CEMENT PRODUCTS

THIS PROJECT MAY REQUIRE THE HANDLING, REMOVALAND DISPOSAL OF ASBESTOS CEMENT PRODUCTS.

ANY ACTIVITY ASSOCIATED WITH ASBESTOS CEMENTPRODUCTS SHALL BE IN ACCORDANCE WITH RELEVANTAUTHORITY GUIDLINES AND SAFETY REQUIREMENTS.

LEVEL DATUM

SURVEYOR

CONSULTANT :CONTACT :TELEPHONE :

.........................................(07) 3013 4699

BORNHORST + WARD PTY LTD

LAND PARTNERS LIMITEDBRISBANE

13 RAILWAY TERRACEMILTON, 4064

PH (07) 3842 1000FAX 3842 1001

ALL WATER AND SEWER WORK UNDERTAKEN BY THECONTRACTOR IS TO COMPLY WITH THE REQUIREMENTS OF THEQUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 1995.CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETYFOR INFORMATION. PHONE 1300 369915

KRIS RENSCH

GIS COMMENTS

OFFICER CODE

DATE -

-

PLAN CUSTODIAN

DATE RELEASED

OFFICER/REC'D

LIVE CONNECTION(S)/PASSED(W)

DATE

JOB NUMBER

REFERENCE

GIS CAPTURE-

-

-

-

-

PRIVATE BOOSTER REQUIRED? YES/NO

FUNDED BY BCC ( ) DEVELOPER ( )

FED GOV'T ( ) STATE ( ) OTHER ( )

DATE RELEASED

DRS OFFICER

-

-

UTILITY DELEGATE COMMENTS

FUNDING

ON MAINTENANCE DETAILSDATE

START -

BYOFFICER

FINISH

-

-

-

-

AS BUILT RECEIVED

SERVICE DETAILSSIZENO. LOT NUMBERS

- --

CONST

CONST

ASSET REGISTER - WATER RETICULATION

NUMBERMETERS DIAMETER

-

DIAMETER

-

SERVICES

-

DESIGNMATERIAL

150

DIAMETERMAINSDESIGN

MATERIAL

BCC DELEGATES APP. DATE.

JOB REF. No.CLIENT

COUNCIL FILE

ESTATE/STAGESITE ADDRESS

CONSTDESIGNLENGTH

CONSTLENGTH

DESIGN

DICL 21.000

-

1

STAGE 1 (REMORA ROADWORKS)MACARTHUR AVENUE, HAMILTON

----

NOTE:ALL HYDRANTS AND VALVES TO INCLUDEFITTINGS AND BOX TO SURFACE ANDMARKERS IN ACCORDANCE WITH SEQSTD DRGS.

- - -

- --- --- --

- - -

AUDIT & COMPLIANCE OFFICER

DATE:

RL: 4.114 AHD(LOCATED: MACARTHUR AVENUE)PSM: 77618

FOOTPATH (TYPICAL)ROADWAY (TYPICAL)

COHESIONLESS MATERIAL 5 mm OR7 mm SINGLE SIZED AGGREGATE TOGRADING LIMITS OF A.S. 2566.2 TABLEG2 COMPACTED TO 70% DENSITYINDEX. TO AS1289.5.6.1.

BCC SPECIFICATIONAND TO 5 .

EXISTING PAVEMENT TO BE SAW CUT(MIN 100 DEEP) PRIOR TO EXCAVATION

ASPHALT SURFACING TO BCC ROADWORKSSPECIFICATION TO MATCH EXISTINGTHICKNESS (REFER TO T2) TURF ON 50 MIN TOP SOIL TO MATCH

EXISTING (REFER TO T2).

MARKER TAPE (DETECTABLE MARKERTAPE FOR NON METALLIC PIPES)BIDIM A64 GEOTEXTILE OR EQUIVALENTWHERE REQUIRED IN POOR GROUNDCONDITIONS. TO BE DETERMINED BYDESIGN ENGINEER.

TYPICAL TRENCH DETAIL

150

(MIN

)

150(MIN)

150(MIN)

150(MIN)

TRENCH NOTES:T1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL

SHALL BE THE GREATER OF SEQ WS&S D&C CODE DWG. NO.SEQ-WAT-1200-2 OR BRISBANE CITY COUNCIL STANDARDDRAWINGS UMS 281 & UMS 282.

T2. ROAD CROSSING, VERGES AND PATHS TRENCH RESTORATIONSHALL BE IN ACCORDANCE WITH BCC STANDARD DRAWINGSUMS 281 & UMS 282.

T3. PROVIDE 50 THICK LAYER OF BEDDING SAND IF FLOWABLEFILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED ASEMBEDMENT.

T4. 150 MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300MINIMUM FOR TRAFFICABLE.

REFE

R TO

SEQ

WS&

S D&

C CO

DEDW

G. N

O. S

EQ-S

EW-1

200-

2

MIN

IMU

M P

IPE

COVE

RRE

FER

TO T

1 &

T2

300

MIN

50

LEAN MIX CONCRETE, FLOWABLEFILL OR STABILISED SAND.

EXISTING ROADSURFACE

50 THICK LAYER OF BEDDINGSAND (REFER TO T3)

50 THICK LAYER OF BEDDINGSAND

300 MIN

300 MIN

150

- 300

REFE

RTO

T4

250 PE 864.000

HERCULES STREET, HAMILTON

200 DICL 45.140

300 DICL 8.600


COMPANY NAME


SIGNED: DATE:




TONY FACEY 0412 436 579

REM

ORA

RO

AD

HERCULES STREETHARBOUR ROAD FIN

NEG

AN

3

068687 MCP107027

CP BUP1070267 MCP107027

8 SP17981411 SP17263214 SP16362015 SP163620

CP SP172618CP SP172618

CP SP172649815SP172649

825SP172657

1 SP231749

645SL2184

Lots 2-6SP224042

674SL9942

789SL5992

3 SP172658

602SP172640921SP231800910SP172657

CP SP172640CP SP169057

904 SP169072

61 SP231794

916SL50571161SP108457

402SP187479

406SP187479

646SP200123

70 SP174550

S873SL4860

885SL4711

883SL4711

879SL9197

407SP187479

403SP187479

614SL4775

405SP187479

72 SP174551

834CP900524

839CP909259 838SP104106

R

404SP187479

1 SP224042

KINGSFORD SMITH DRIVE

STRE

ET

WHA

RFCL

OSE

MACARTHUR AVENUE




P. +61 (7) 3013 4699

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0 10 20 4030 50 100


DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

P3-S1-C0710

WATER RETICULATIONLAYOUT SHEET 1

D


PLANSCALE A

14/0

4/20

16 3

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49 P

MJ:\

2012

\121

91\_

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WIN

GS\D

RG\P

3-S1

-C07

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



3 13


TONY FACEY 0412 436 579


COMPANY NAME





NOTE:ALL SERVICES MARKEDABANDONED SHALL BE REMOVEDFROM SITE UNLESS NOTEDOTHERWISE. TRENCHES TO BEBACKFILLED WITH IMPORTEDMATERIAL AS PER EARTHWORKSSPECIFICATIONS.

EP

7 MCP107027

CP BUP107026

8 SP179814

11 SP172632

14 SP163620Emt A

SP163620

CP SP172618

CP SP172649

815SP172649

825SP172657

1 SP231749

Emt ARP201549

645SL2184

Lots 2-6SP224042

1 SP224042

HARB

OU

RRO

AD

HARBOUR

ROAD

QUU PROVIDER CONNECTION 10REFER TO DETAIL ON P3-S1-C0722




P. +61 (7) 3013 4699

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DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

P3-S1-C0711


D


PLANSCALE A

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42 P

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2012

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-C07

10.D

WG


SIGNED DATE:

START DATE




QUEENSLAND URBAN UTILITIES DELEGATEQUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



4 13



COMPANY NAME


SIGNED: DATE:




TONY FACEY 0412 436 579


JOIN

S DW

G P3

-S1-

C071

2

EP

EP

EP

EP

Emt ARP172844

Emt BRP172844

1 SP224042

Emt BSP247579

674SL9942

789SL5992

3 SP172658 602SP172640

FHFH

FH

FH

STREETHERCULES

ROAD

HARBOUR

KINSGFORD SMITH DRIVE

EXTENT OF WORKS

Ø250

PE

100

PN16

Ø250 PE 100 PN16

Ø250 PE 100 PN16



EXISTING Ø150 CISL

50.7KN

3.75

0

3.75

0

1.75

5

19 HERCULES ST CONNECTIONREFER TO DETAIL ON P3-S1-C0722

10.000 19.000

19.8K

N R6.2

50

50.7

KN

R70.

959

E 6743.651N 4921.040

E 6740.790N 4922.870

E 6766.752N 4952.480

E 6793.040N 4938.474

E 6755.381N 4939.006

E 6752.641N 4937.128

R6.250

WATER CROSSING DETAIL 1REFER TO DETAIL ON P3-S1-C0730




LOCATE EXISTING CONNECTIONTO LOT 789 AND RECONNECT TONEW WATER AS REQUIRED

LOCATE EXISTING CONNECTION AND METERBOX TO PARK AND RECONNECT TO NEWWATER WITH Ø32 PE SERVICE. REFER SEQSTD DRG SEQ-WAT-1107-1 FOR DETAILS.

LOCATE EXISTING CONNECTION TODISPLAY SUITE ON LOT 3 AND RECONNECTTO NEW WATER AS REQUIRED




P. +61 (7) 3013 4699

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DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

P3-S1-C0712


D


14/0

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16 3

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34 P

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2012

\121

91\_

C\05

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WIN

GS\D

RG\P

3-S1

-C07

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



5 13

PLANSCALE A

JOIN

S DW

G P3

-S1-

C071

1


COMPANY NAME


SIGNED: DATE:




TONY FACEY 0412 436 579


JOIN

S DW

G P3

-S1-

C071

3

FH

EP

40

921SP231800

910SP172657

CP SP172640

CP SP169057 61 SP231794

402SP187479

646SP200123

FH

FH

FHFH

FH

TL

TL

TL

TL

TL

TL

TL

TL

TL

TL

STREETHERCULES AVENUE

MACARTHURTL

TL

TL

FH

TL

Ø250 PE 100 PN16

Ø250 PE 100 PN16

EXISTING Ø

300 CISL

EXISTING Ø

300 CISL

EXISTING Ø

150 CISL

EXISTING Ø225 CISL

Ø250 PE 100 PN16

Ø250 PE 100 PN16



QUU PROVIDER CONNECTION 5

1.75

5

3.75

0

1.75

5

4.90

0

EXISTING Ø100ABANDONED SERVICE

R12.000

R6.25

0

R15.000

E 6920.606N 4870.034

E 7000.255N 4812.455

E 6945.852N 4848.619

E 6960.974N 4842.524

E 6965.404N 4841.725

E 6959.279N 4889.326

E 6960.505N 4888.951

R200

.000

E 6965.872N 4889.030

E 6989.416N 4871.853

LOCATE EXISTING WATERLINE AND PROVIDE NEWCONNECTION AND METER TOMAIN. MATCH EXISTING SIZE.





REFER TO DETAIL ON P3-S1-C0721

E 6921.928N 4869.487 E 6939.693

N 4859.610

R6.2

50

R6.250

E 6946.960N 4894.483

E 6947.668N 4894.233

R6.2

50




P. +61 (7) 3013 4699

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0 10 20 4030 50 100


DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

P3-S1-C0713


D


14/0

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26 P

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2012

\121

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WIN

GS\D

RG\P

3-S1

-C07

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



6 13

PLANSCALE A

JOIN

S DW

G P3

-S1-

C071

2


COMPANY NAME


SIGNED: DATE:




TONY FACEY 0412 436 579


JOIN

S DW

G P3

-S1-

C071

4

62 SP231794Emt A

SP231794

916SL5057

1303SP195300

FH

FHFH

TL

TL

TL TL

TL

TL

TLTL

TL

TL

TL

TL

TL

TLTL

TL

WHA

RFCL

OSE

FIN

NEG

ANST

REET

MACARTHUR AVENUE

TL TL

EXISTING Ø150 DICL Ø250 PE 100 PN16




R195

.065

32.2

10

R15.0

00

R10.

000

R6.2

5055

455

E 7053.017N 4778.947

E 7040.830N 4833.113

E 7042.673N 4830.735

E 7043.528N 4829.202

E 7045.790N 4826.448

R15.

000

1653

E 7027.362N 4845.836

E 7028.380N 4844.952





P. +61 (7) 3013 4699

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0 10 20 4030 50 100


DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



10.05.02.50 7.51 : 250 / 1 : 500

12.5m

P3-S1-C0714


D


14/0

4/20

16 3

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20 P

MJ:\

2012

\121

91\_

C\05

_DRA

WIN

GS\D

RG\P

3-S1

-C07

10.D

WG


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



7 13

PLANSCALE A

JOIN

S DW

G P3

-S1-

C071

3


COMPANY NAME


SIGNED: DATE:




TONY FACEY 0412 436 579


TM

1161SP108457

9SL

1303SP195300

FHFH

MACARTHUR AVENUE

Ø250 PE 100 PN16


50.7

KN

8.00

0

32.2

10DEV2016/7856 October 2016



P. +61 (7) 3013 4699

[email protected]

0 10 20 4030 50 100


DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

P3-S1-C0720

WATER RETICULATION LIVEWORKS CONNECTIONDETAILS SHEET 1 D


LIVE WORKS CONNECTION DETAIL 1SCALE A

14/0

4/20

16 3

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56 P

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2012

\121

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RG\P

3-S1

-C07

20.D

WG


SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

HERCULES STREET

9.250 DICL



SIGNATURE

LENGTH

STREET

TYPE OF MAIN


HERCULES STREET

10.000 PE


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



8 13


COMPANY NAME


SIGNED: DATE:




TONY FACEY 0412 436 579


SIGNATURE

LENGTH

STREET

TYPE OF MAIN


MACARTHUR ROAD

5.000 DICL




SIGNATURE

LENGTH

STREET

TYPE OF MAIN


MACARTHUR ROAD

10.000 DICL

EXISTING Ø150 CISL

PROVIDE TEMPORARYEND CAP FOR TESTING.

QUU PROVIDER CONTRACTOR

Ø250 PE100 PN16

Ø250 PE100 PN16

5.000m TYPICAL. USE

PRECHLORINATED PIPES AND FITTINGS

PROVIDE TEMPORARYEND CAP FOR TESTING.


19.8K

NEXISTING WATER MAINTO BE ABANDONED

4.250m TYPICAL. USE

PRECHLORINATED PIPES AND FITTINGS

50.7K

N

LOCALLY LOWER MAINTO PROVIDE CONNECTIONBENEATH EXISTING SERVICESIN VERGE.

50.7

KN

EXIS

TIN

G Ø

150

DICL

WAT

ER M

AIN

EXIS

TIN

G Ø

150

DICL

WAT

ER M

AIN

EXISTING Ø150 DICLFL/FL 1220mm PIPE.

EXISTINGELECTRO-MAGNETIC FLOW

METER ARRANGEMENT.

50.7

KN

EXISTING Ø150 DICLFL/SP PIPE CUT TO SUIT

NEW MAIN LOCATION

10.000m TYPICALUSE PRECHLORINATED PIPES AND FITTINGS

QUU PROVIDER CONTRACTORQUU PROVIDERCONTRACTOR

EXISTING Ø150 DICLFL/SP PIPE CUT TO SUITNEW MAIN LOCATION

EXISTING WATER CONNECTIONS TO BE REMOVED.

PROVIDE TEMPORARY END CAP FOR TESTING. PROVIDE TEMPORARY

END CAP FOR TESTING.

CONTRACTOR TOVERIFY ARRANGEMENT

AND DEPTH PRIOR TOCOMMENCEMENT OF

WORK

Ø250 PE 100 PN16

PROVIDE TEMPORARYDEAD PLATE FOR TESTING.


QUU PROVIDERCONTRACTOR

EXIS

TIN

G Ø

150

DICL

EXISTING Ø150 DICL

REMOVE EXISTING ENDCAP AND THRUST BLOCK.PROVIDE NEW Ø25PE WATER SERVICE

AND TAPPING BAND. CONNECT TOEXISTING METER AND BOX AT

BOUNDARY. REFER SEQ STD DRGSEW-WAT-1107-1

Ø200 FL / SP DICLCUT TO SUIT

E 7057.388N 4776.793

E 7058.281N 4776.433

112.

2KN

112.2KN22KN

43.8KN

22KN

43.8KN

Ø300 DICL

EXISTING Ø

300 CISL

EXISTING Ø

300 CISL

Ø250 PE100PN16

PROVIDE DEAD PLATETO EXISTING TEES

29.5KN

29.5KN

29.5KN

Ø300 DICL FL / FL610 LONG PIPE

Ø300 DICL FL / SP500 LONG MINIMUM

Ø300 DICL FL / SP500 LONG MINIMUM


10.000m TYPICAL

USE PRECHLORINATED PIPES AND FITTINGS

Ø250 PE100PN16

QUU PROVIDER CONTRACTOR 19.8KN

Ø200 DICL SP/SPCUT TO SUIT

Ø200 DICL FL/SPCUT TO SUIT

Ø200 DICL FL/SPCUT TO SUIT

EXISTING Ø225CISL TO BE

ABANDONED

PROVIDETEMPORARY DEADPLATE FOR TESTING

PROVIDETEMPORARY DEADLATE FOR TESTING

EXACT LOCATION OF 300 x 150 REDUCERUNKNOWN. SHOULD REDUCER BE LOCATED AT

END OF EXISTING 300 x 225 TEE PROVIDEALTERNATIVE ARRANGEMENT OF 300 x 150

TEE, 150 F & F VALVE, 150 BENDS AND SO ON.




P. +61 (7) 3013 4699

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DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

P3-S1-C0721



14/0

4/20

16 3

:42:

35 P

MJ:\

2012

\121

91\_

C\05

_DRA

WIN

GS\D

RG\P

3-S1

-C07

20.D

WG



SIGNATURE

LENGTH TYPE OF MAIN


MACARTHUR ROAD

7.000 DICL



SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



9 13

TONY FACEY 0412 436 579


COMPANY NAME






SIGNATURE

LENGTH

STREET

TYPE OF MAIN


MACARTHUR AVENUE

5.000 DICL



SIGNATURE

LENGTH

STREET

TYPE OF MAIN


REMORA ROAD

10.000 DICL



SIGNATURE

LENGTH

STREET

TYPE OF MAIN


MACARTHUR AVENUE

6.000 DICL

CONTRACTOR

50.7KN

50.7

KN

50.7KN

5.000m TYPICAL


CONTRACTO

R

EXISTING Ø150 DICL SPRINKLER SERVICE

EXISTING Ø150 DICL DOMESTIC SERVICE

R17.500

LOCATION OF CONNECTIONSPLOTTED FROM RECORDS.

LOCATE ON SITE TODETERMINE EXACT

ANGLE AND LOCATIONS.

QUU PRO

VIDER


Ø150 DICL FL/SPPIPES CUT TO SUIT.

2.000m TYPICAL


Ø200 DICL SP/SPPIPE CUT TO SUIT.

160 LONG TYPICAL.

LOCATE EXISTING Ø1501220 PIPES AND F/S

CONNECTORS ON SITEPRIOR TO COMMENCEMENT.

Ø250 PE 100 PN16

NOTE:EXISTING SERVICES EXTENDFROM Ø300 x Ø150 F/F/FTEE. SOCKETED TEES USEDFOR CONNECTION TO ALLOWFOR SMALLER TEE DUE TOREDUCED MAIN SIZE.

Ø200 DICL

FL/SP CUT

TO SUIT

QUU PROVIDER


Ø250 PE 100 PN16

50.7KN

EXISTING Ø150 DICL FIRE SERVICE

ADJUST MAIN DEPTH TO SUITREQUIRED LEVELS FOR CONNECTION.

Ø200 DICL FL/SP PIPE

CUT TO SUIT

TL

EXISTING Ø250 DICL

EXISTING Ø150 DICL

REMOVE EXISTINGVALVE AND PROVIDEØ225 DICL DEADPLATE TO VALVE

EXIS

TING

Ø22

5 DI

CL

Ø250 PE100 PN16

5.000m TYPICAL


QUU PROVIDER

CONTRACTOR

PROVIDE TEMPORARYEND CAP FOR TESTING

63.2

KN

PROVIDE SCOUR TEE

TL

TL

TL

R6.2

50

EXISTING Ø

300 CISL

112.2KN

71.7K

N

Ø300 DICL F/SP610 LONG MIN


Ø250 PE100 PN16


Ø200 DICL 305F/F PIPE

QUU PROVIDER TOREMOVE VALVE AND

PROVIDE DEAD PLATETO EXISTING TEE.

DETERMINE SIZE ON SITE. PROVIDETEMPORARYDEAD PLATE

FOR TESTING.

5.000m TYPICAL

USE PRECHOLRINATED PIPES AND FITTINGS

EXISTING Ø

300 CISL

Ø300 DICL

112.2KN

Ø250 PE100 PN16

QUU PROVIDER

CONTRACTOR5.000m TYPICAL



9.9KN

9.9KN

19.8KN


E 6983.748N 4874.886

E 6981.511N 4876.911

Ø200 DICL FL/SP CUT TO SUIT

Ø200 DICLSP/SP

Ø200 DICL

SP/SP

Ø200 DICL SP/SP 305 LONG

Ø200 DICLSP/SP

TL

TL TL

TL

Ø250 PE 100 PN16



EXIS

TIN

G Ø

150D

ICL

EXISTING Ø150 DICL

EXIS

TIN

G Ø

150

DICL

PROVIDE NEW TAPPING BANDAND RECONNECT EXISTINGØ50 SERVICE.

REFER ROAD 6 ASCONSTRUCTED DRAWINGS

FOR DETAILS.




EXIS

TIN

G Ø

150

mPV

C

EXISTING Ø150 DICL

Ø200 FL / SP DICL CUT TO SUIT

EXIS

TIN

G Ø

150

mPV

C

PROVIDE NEW TAPPING BANDAND RECONNECT EXISTINGØ50 SERVICE.




P. +61 (7) 3013 4699

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DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

P3-S1-C0722



14/0

4/20

16 3

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23 P

MJ:\

2012

\121

91\_

C\05

_DRA

WIN

GS\D

RG\P

3-S1

-C07

20.D

WG



SIGNATURE

LENGTH

STREET

TYPE OF MAIN


MACARTHUR ROAD

3.000 DICL


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



10 13

TONY FACEY 0412 436 579


COMPANY NAME


SIGNED: DATE:




19 HERCULES STREET CONNECTIONSCALE A

QUU LIVE CONNECTION 10SCALE A


SIGNATURE

LENGTH

STREET

TYPE OF MAIN


HARBOUR ROAD

3.500 DICL

Ø25

0 PE

100

PN16

PROVIDE TEMPORARYDEAD PLATE FOR TESTING.3.

000m

TYP

ICAL

USE

PRE

CHLO

RIN

ATED

PIP

ES A

ND

FITT

INGS

50.7

KNØ

250

PE10

0 PN

16

QU

U P

ROVI

DER

CON

TRAC

TOR

EXISTING Ø250 PE100 PN16EXISTING Ø250 PE100 PN16

0.500

LOCALLY LOWER MAINTO PROVIDE CONNECTIONBENEATH EXISTING SERVICESIN VERGE.

50.7

KN

50.7

KN

50.7

KN

DATUM 0.0

Ø525 DRAIN

1.00

0

0.5000.500

0.50

0

2.07

0

EXISTING SURFACEFINISHED SURFACE

EXISTING Ø150 CISL

EXISTING Ø150 CISL

Ø150 PE

Ø150 P

E


PROVIDE FULLFACE FLANGE

AND S & SBACKING RING

PROVIDE FULLFACE FLANGE

AND S & SBACKING RING




P. +61 (7) 3013 4699

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DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



0.40 0.2 0.6 0.81 : 20 / 1 : 40

1 m

P3-S1-C0730

WATER RETICULATIONCROSSING DETAILS SHEET 1

C

C 31.03.16 ISSUE FOR TENDER MS BBe KR NRB 11.03.16 FOR REVIEW A 12.02.16 ISSUE FOR INFORMATION 14

/04/

2016

3:4

2:15

PM

J:\20

12\1

2191

\_C\

05_D

RAW

INGS

\DRG

\P3-

S1-C

0720

.DW

G


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



11 13

TONY FACEY 0412 436 579


COMPANY NAME


SIGNED: DATE:




WATER CROSSING DETAIL 1REFER DRG 710

WATER CROSSING DETAIL 2REFER DRG 710

WATER CROSSING DETAIL 3SCALE A

JOIN

S CROSSIN

G 4 REFER DRGC0731

SCALE ASCALE A

REFER DRG 711

HOLD(PENDING GAS R

ELOCATIO

NS)

DATUM 0.0

EX Ø160 GAS

EX Ø225 SEW

ER

Ø100 GAS

0.50

0

0.50

0

0.58

0

1.00

0

0.55

7

R6.250

R6.2

50

1.40

4

EXISTING SURFACE FINISHED SURFACE

Ø250 PE

R6.250

HORIZONTAL BEND6.250m

EX Ø100 GAS

1.00

0

0.500

0.65

4

1.00

0


0.500Ø250 PE

DATUM 0.0

EX Ø100 GAS

EX Ø100 GAS

EX ELECTRICAL COM

PILEDBY O

THERS

0.50

0

0.500

0.500

0.63

7

0.70

0

0.30

0

1.88

6

1.42

7

1.00

0

EX Ø225 SEW

ER


Ø250 PE0.

500

EX Ø250 SEW

ER

0.50

0

0




P. +61 (7) 3013 4699

[email protected]

0 10 20 4030 50 100


DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



0.40 0.2 0.6 0.81 : 20 / 1 : 40

1 m

P3-S1-C0731


C


/04/

2016

3:4

2:09

PM

J:\20

12\1

2191

\_C\

05_D

RAW

INGS

\DRG

\P3-

S1-C

0720

.DW

G


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



12 13

TONY FACEY 0412 436 579


COMPANY NAME


SIGNED: DATE:




WATER CROSSING DETAIL 5REFER DRG 711SCALE A

WATER CROSSING DETAIL 4REFER DRG 711SCALE A

JOIN

S CR

OSS

ING

3 RE

FER

DRG

C073

0

WATER CROSSING DETAIL 6SCALE AREFER DRG 711

DATUM -1.0

1.00

0

EX Ø1800 DRAIN

EX Ø100 GAS

EX Ø160 GAS

EX Ø300 SEWER

0.500

0.30

0

0.50

0

0.50

0

3.19

0 2.78

0

1.59

0


0.500

Ø250 PE

Ø250 PE

0.50

0

EX Ø250 SEW

ER

Ø315 SEW

ER

0.50

0

0.50

0

0.500

1.00

0

0.500

2.00

0

Ø250 PE

R6.2

50

R6.2

50DATUM 0.0

Ø450 DRAIN

DATUM 0.0

0.500 0.500

0.30

0

100

0

0.85

0

EXISTING SURFACE

FINISHED SURFACE

Ø250 PE

R6.2

50

R6.250

R6.2

50

R6.250




P. +61 (7) 3013 4699

[email protected]

0 10 20 4030 50 100


DATEREV DESCRIPTION

ORIGINAL SIZE A1


REVISION

APPROVED

RPEQ


DATE DATE

CHECKED

FOR TENDERSTATUS

PROJECT NORTH

A1 UNREDUCED

A3 REDUCED



7729

PROJECT No.

DRAWING No.



0.40 0.2 0.6 0.81 : 20 / 1 : 40

1 m

P3-S1-C0732


C


/04/

2016

3:4

2:03

PM

J:\20

12\1

2191

\_C\

05_D

RAW

INGS

\DRG

\P3-

S1-C

0720

.DW

G


SIGNED DATE:

START DATE






SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:


BORNHORST & WARD



13 13

TONY FACEY 0412 436 579


COMPANY NAME


SIGNED: DATE:




WATER CROSSING DETAIL 9SCALE A


REFER DRG 711


HOLD(PENDING TELST

RA RELOCATIO

NS)

0.50

0

EX Ø750 DRAIN

0.500

0.500


EX Ø100 TEL

1.00

0

1.00

0

1.88

0

Ø250 PE

EX Ø100 TEL

0.30

01.00

0

0.5000.500

EXISTING SURFACE

FINISHED SURFACE

1.27

0 1.09

0

Ø250 PE

EX Ø750 DRAIN

0.50

0

0.5000.500

DATUM -0.5

1.19

0

1.00

0

EXISTING SURFACE

FINISHED SURFACE

Ø250 PE


Documents

REMORA ROAD ROADWORKS, HAMILTON