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Att 4 Sewer and Water for information
SEWER NOTES ENVIRONMENTAL CONDITIONS
DEVELOPMENT DETAILS ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH VEGETATION PROTECTION
CURRENT SOUTH EAST QUEENSLAND SEWERAGE CODE (SEQ CODE) TREES LOCATED ALONG THE FOOTPATH SHOULD BE,
SPECIFICATIONS AND STANDARDS. WHERE POSSIBLE TRANSPLANTED PRIOR TO
NAME OF ESTATE 5 LOT SUBDIVISION UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL
CONSTRUCTION, OR REPLACED IF DESTROYED.
COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR
T
HARDWOOD GIRDLES SHOULD BE CONSTRUCTED WITH
R
THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS
GUM C STREET 83 BUTLER STREET 1.8m BATTENS CLOSELY SPACED AND ARRANGED
DRAWING SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ VERTICALLY FROM GROUND LEVEL. GIRDLES MUST BE
REGISTRATION AND AN ACCREDITED UNITYWATER CONSTRUCTION STRAPPED TO TREES PRIOR TO CONSTRUCTION AND
CERTIFIER. SEWERAGE WORKS NOT COMPLYING WITH THIS REMAIN UNTIL COMPLETION.
REQUIREMENT WILL NOT BE PERMITTED TO CONNECT TO
SUBURB TEWANTIN
GHOST
UNITYWATER'S SEWERAGE SYSTEM. WHERE POSSIBLE, TREE ROOTS SHOULD BE TUNNELLED
UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED
FILE REF. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE THE DAMAGED AREA SHOULD BE TREATED WITH A
HOLES SHALL BE CARRIED OUT BY UNITYWATER AT THE SUITABLE FUNGICIDE. CONTACT COUNCIL ARBORIST FOR
DEVELOPER'S COST. FURTHER ADVICE.
DELEGATE UNITYWATER
UPVC SEWERS SHALL BE SN8 TO A.S. 1260, EXCEPT FOR DN100 ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN
APPROVAL DATE WHICH SHALL BE SN10 TO A.S. 1260 AND COMPLY TO THE SEQ CODE BY COUNCIL'S METROPOLITAN TREE SERVICES.
ACCEPTED CIVIL INFRASTRUCTURE APPROVED PRODUCTS LIST.
SOIL
DICL SEWERS SHALL BE CLASS PN35 TO A.S. 2280 AND TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED
POLYETHELENE SLEEVED. SEPARATELY. CARE SHOULD BE TAKEN TO PREVENT
R ST
GRAVITY SEWERAGE NETWORK WORKS SEDIMENT FROM ENTERING THE STORMWATER SYSTEM.
THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
EACH ALLOTMENT SHALL BE SERVED BY A DN150 PVC PROPERTY
CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, CONTROLS AROUND STOCKPILES.
BUTLE
1. ALL DESIGN OF GRAVITY SEWERAGE NETWORK WORKS A DN150 PVC PROPERTY CONNECTION SHALL BE PROVIDED. CREEK CROSSINGS
SHALL BE IN ACCORDANCE WITH THE GRAVITY SEWERAGE CODE OF SILTATION CONTROL MEASURES SHOULD BE PLACED
AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE PROVIDERS O.B'S SHALL BE LOCATED 1.2m FROM THE DOWNSTREAM ALIGNMENT. DOWNSTREAM OF ANY EXCAVATION WORK.
EDITION VERSION 2.0 (JULY 2019), PART 1: PLANNING AND DESIGN IF THIS IS NOT POSSIBLE, O.B'S SHALL NOT BE GREATER THAN 3.5m
AND PART 3: DRAWINGS. FROM THE DOWNSTREAM ALIGNMENT. APPROPRIATE SEDIMENT CONTROLS SHOULD BE USED
TO PREVENT SEDIMENT FROM ENTERING THE CREEK.
2. ALL CONSTRUCTION OF GRAVITY SEWERAGE NETWORK PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE
WORKS SHALL BE IN ACCORDANCE WITH THE GRAVITY SEWERAGE PROPERTY A MINIMUM OF 500mm AND A MAXIMUM OF 750mm. NO SOIL SHOULD BE STOCKPILED WITHIN 5m OF THE
CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE CREEK.
PROVIDERS EDITION VERSION 2.0 (JULY 2019), PART 2: WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT REHABILITATION
CONSTRUCTION AND PART 3: DRAWINGS. IN LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE PRE-DISTURBANCE SOIL PROFILES AND COMPACTION
COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE LEVELS ARE TO BE REINSTATED.
EXISTING
150Ø uPV 3. ALL PRODUCTS AND MATERIALS USED IN CONSTRUCTION OF MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE
C SEWER WITH A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE
MAIN GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE PRE-DISTURBANCE VEGETATION PATTERNS SHOULD BE
WITH THE SOUTH EAST QUEENSLAND CODE ACCEPTED CIVIL CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES RESTORED. FOR FURTHER INFORMATION CONTACT
INFRASTRUCTURE PRODUCTS AND MATERIAL LIST, AND THE MOST APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE COUNCIL ECOLOGICAL ASSESSMENT OFFICER.
RECENT VERSION OF THE LIST IN EFFECT AT THE DATE OF THE COUNCIL UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT
CONSTRUCTION PRE-START MEETING. THE REQUIRED COMPACTION HAS BEEN ACHIEVED. NOTE: ALL ENVIRONMENT PROTECTION MEASURES
SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION
4. CONSTRUCTION WORKS SHALL BE SUPERVISED BY AN WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS WORK, INCLUDING CLEARING, COMMENCING.
ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT COMPLYING AND/OR TRENCHSTOPS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT WITH SECTION 9.10 OF WSAA GRAVITY SEWERAGE CODE OF
INTO UNITYWATER'S SEWERAGE NETWORK. AUSTRALIA (SOUTH EAST QUEENSLAND SERVICE PROVIDERS
LOCATION OF WORKS 5. ALL LIVE WORKS ASSOCIATED WITH THE SEWERAGE
EDITION).
NETWORK SHALL BE CARRIED OUT AT THE DEVELOPER'S COST, THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF
EITHER: EXISTING SERVICES WITH RELEVANT AUTHORITIES BEFORE
a) BY THE CONSTRUCTOR, FOR ‘MINOR’ SEWERAGE COMMENCING WORKS.
CONNECTION WORKS, DEFINED IN THE A&C MANUAL UNDER
SECTION PRE-START MEETING, UNDER THE INSPECTION OF THE SEWERS SHALL BE DISUSED/ABANDONED IN ACCORDANCE WITH
CONSTRUCTION CERTIFIER WHO SHALL FOLLOW THE PLANNED PROCEDURES SET OUT IN SECTION 5.2.9 OF WSAA GRAVITY
NETWORK INTERVENTION PROCESS, OR
LOCALITY PLAN b) BY QUOTATION REQUEST TO UNITYWATER PRIVATE
WORKS, FOR SEWERAGE CONNECTION WORKS NOT MEETING THE
SEWERAGE CODE OF AUSTRALIA (SOUTH EAST QUEENSLAND
SERVICE PROVIDERS EDITION).
NTS CRITERIA FOR CLASSIFICATION AS ‘MINOR’. BENCH MARK AND LEVELS TO AHD.
6. THE CONSTRUCTOR SHALL VERIFY THE LOCATION AND
DEPTH OF EXISTING SERVICES WITH RELEVANT ASSET OWNERS AND
AUTHORITIES BEFORE COMMENCING WORKS.
7. PRIOR TO COMMENCEMENT OF ANY VARIATION WORKS, THE
CONSTRUCTOR MUST FIRST OBTAIN APPROVAL FROM THE
REGISTERED MAJOR CONNECTIONS CERTIFIER .
UNITY WATER & CONTRACTOR LIVE WORKS
DEPTH D 05.04.23 FOR APPROVAL TJ SR
NO. DESCRIPTION DIA MH MH/MS COVER LOT
F.S.L E.S.L I.L. TO
SEWER NO. TYPE TYPE NO. C 13.03.23 FOR APPROVAL DG SR
INVERT
ALL WATER AND SEWER CONSTRUCTION WORK SHALL B 12.12.22 FOR APPROVAL DG SR
1(A) CONSTRUCTOR TO CONSTRUCT NEW MAINTENANCE STRUCTURE 2/1 OVER EXISTING SEWER , COMPLY WITH ALL APPLICABLE WORKPLACE HEALTH AND SAFETY LEGISLATION
EX MH 1.566 A 08.11.22 FOR INFORMATION DG SR
CONSTRUCT PROPERTY CONNECTION LOT4 AND BENCH AND RENDER UP TO PIPE BUT NOT 150 4 6.54 6.54 4.97
2/1
REMOVE CROWN OF PIPE ISSUE DATE AMENDMENT BY APP
CONSTRUCTOR TO REMOVE CROWN OF PIPE AND COMPLETE BENCHING MH 2/1 AND INSTALL COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
1(B) TEMPORARY BYPASS (REFER DWG No. SR.1.01 FOR BYPASS ARRANGEMENT) AND INSTALL PLUG 150 2/1 4 6.54 6.54 4.97 1.566
EXISTING MANHOLE UPSTREAM AND NEW MANHOLE DOWNSTREAM
NOTE: CONSULTING PTY LIMITED 2018 ©
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNITYWATER PRIOR TO COMMENCEMENT
150 2/1 4 6.54 6.54 4.97 1.566
1(C) AGENCY TO REMOVE EXISTING STRUCTURE MH122726 AND REDUNDANT SEWER LINE OF CONSTRUCTION TO AGREE TO A WORKS TIMEFRAME AND ARRANGE FOR LIVE WORKS TO BE
CARRIED OUT. (EXCAVATION, SAFE-SHORING AND ASSOCIATED WORKS BY CONTRACTOR.) ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
1(D) CONSTRUCTOR TO LAY LINE 1 2.0m TO MH2/1. AFTER CLEANSING, TESTING AND INSPECTING, NOTIFY EXCAVATION WORKS CARRIED OUT BY CONTRACTORS AT DEPTH OF 1.5m OR GREATER MUST
AGENCY. PROVIDE A 'SAFE WORK PLAN' AS PER WORKPLACE HEALTH AND SAFETY LEGISLATION TO CLIENT:
NOT FOR CONSTRUCTION
UNITYWATER PRIOR TO UNITYWATER COMMENCING ANY WORK. ENDEAVOUR FOUNDATION
1(E) AGENCY TO MAKE LIVE CONNECTION, REMOVE TEMPORARY BYPASS, RECONNECT LOT AND REMOVE 150 2/1 4 6.54 6.54 4.97 1.566 IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE ALL LIVE SEWER WORKS ARE COMPLETE 1 INTO 5 LOT SUBDIVISION
PLUG MH2/1 AFTER SUCCESSFUL "ON MAINTENANCE" INSPECTION. BEFORE ALLOWING PRIVATE DRAINAGE TO BE CONNECTED.
83 BUTLER STREET TEWANTIN
UNITY WATER QLD, 4565
ACCREDITATION & CERTIFICATION SCHEME
SEWER COVER SHEET
WATER APPROVAL REF. NUMBER: -
ACCREDITED ENTITY: MPN CONSULTING PTY LTD
SEWER DISUSED JOB NO. NUMBER OF MH, MS, HB & VB (ACR / AE 2021-069) DESIGN: DG DRAWN: DG SCALES: AS SHOWN
CONSULTANT: MPN CONSULTING PTY LTD CHKD: SR APPRD: LS DATE: 05.04.23
LOCATION DWG NO. DIA. TYPE LENGTH YEAR LAID MH MH MS HB VB OTHER REGISTER CERTIFIER: SHAUN SWENSON (ACR / MAJ 2021-082) CONTACT: LACHLAN STEPHENSON mpn JOB DRAWING No. REV
IN-SITU PRE-CAST SIGNATURE:
(RPEQ 16903)
Private Property 150 MS 61.8m 1
CONTACT DETAILS: 07 3335 4505
TELEPHONE: (07) 3335 4595
DATE 05.04.23
9279 SR.0.01 D
FOR APPROVAL
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Page 2
LEGEND
W
SW
S
EXISTING SEWER MAIN S S
N
PROPOSED SEWER S S
T
PROPOSED PROPERTY CONNECTION
SW
S
STORMWATER SW SW
W
N SEWERAGE S S
E
W
U.G ELECTRICITY E E
T
T
TELSTRA T T
SW
S
GAS G G
W
N
E
W
WATER MAIN
T
W W
T
SW
S
EXISTING SERVICE TO BE REMOVED X X X X X X X X
W
PROPOSED RETAINING WALL
N
E
W
EXISTING TREE
T
T
PROPOSED SEWER EASEMENT
SW
S
II II
II
II II
II
II
II
II
II
W
PROPERTY CONTROL POINT x SL 7.40
N
E
W
TREE PROTECTION ZONE
T
T
II II
STRUCTURAL ROOT ZONE
II
II
II
II
II
II
II
S
W
E II
N N
II
N N
W
T
T
S
GHOSTGUM CRT
ALL SEWER MAIN / SERVICE TRENCH EMBEDMENT TO BE TYPE 4
N
W
IN ACCORDANCE WITH SEQ-SEW-1201-1
II
E II
W
T
T
E
S
N
W
T
E
II
E
W
II
T
T
T
E N
W
II
x SL 7.40
W
LOT CONTROL LOT CONTROL
SL 7.40 x
T
T
START 0.5m DEPTH LOT 1 CONNECTION START 0.5m DEPTH
46m @ 1 in 60 = 0.77 CONSTRUCT NEW 100Ø PVC-U 42m @ 1 in 60 = 0.70
N
W
7.40 - 1.27 = MIN IL 6.13 PROPERTY CONNECTION 7.40 - 1.20 = MIN IL 6.20
H
BUTLER ST
SL : 8.16
W
T
II
T
IL : 6.20
LENGTH : 1.2m LOT 1
N
LOT 5
W
GRADE : 1 IN 60
W
DEPTH : 1.96m
W
T
T
UNITY WATER
LOT 5 CONNECTION 1.50m MS 4/1 N ACCREDITATION & CERTIFICATION SCHEME
W
CONSTRUCT NEW 100Ø PVC-U
E
W W PROPERTY CONNECTION WATER APPROVAL REF. NUMBER: -
T T
x SL 7.85
1.00m
E E E
T
SL: 8.31
II
LOT CONTROL ACCREDITED ENTITY: MPN CONSULTING PTY LTD
S
IL : 6.13
WALL
LENGTH : 2.3m START 0.5m DEPTH (ACR / AE 2021-069)
W
1.00m
GRADE : 1 IN 60 42m @ 1 in 60 = 0.70 REGISTER CERTIFIER: SHAUN SWENSON (ACR / MAJ 2021-082)
N
DEPTH : 2.18m 7.85 - 1.20 = MIN IL 6.65
RET
T
SIGNATURE:
S
W
x SL 8.0 CONTACT DETAILS: 07 3335 4505
WALL
SL 7.20 x LOT 2 CONNECTION
LOT CONTROL LOT 2
N
CONSTRUCT NEW 100Ø PVC-U
T
II START 0.5m
PROPERTY CONNECTION
DEPTH 21m @ 1 in 60 = 0.35
S
RET
SL : 8.37
7.20 - 0.85 = MIN IL 6.35
W
LOT 4 CONNECTION IL : 6.65
LENGTH : 1.5m
N
CONSTRUCT NEW 100Ø PVC-U
LOT 4
WALL
1.50m GRADE : 1 IN 60
x SL 8.35
T
PROPERTY CONNECTION
0.6m
LOT CONTROL
S
SL : 6.54 DEPTH : 1.72m
START 0.5m DEPTH
II
W
IL : 5.60 42m @ 1 in 60 = 0.70
RET
LENGTH : 1.2m 3.0m WIDE SEWER 8.35 - 1.20 = MIN IL 7.15
N
GRADE : 1 IN 60
T
EASEMENT
150Ø PVC-U
DEPTH : 0.94m D 05.04.23 FOR APPROVAL TJ LS
S
SEWER BYPASS LINE
C
W
13.03.23 FOR APPROVAL DG SR
MH 2/1
3.0m WIDE SEWER EX. MH LOT 3 B
N
II
12.12.22 FOR APPROVAL DG SR
EX. MH 1/1 SL8.40
T
EASEMENT A 08.11.22 FOR INFORMATION DG SR
SL6.25 IL7.05
S
IL4.43 D1.350 ISSUE DATE AMENDMENT BY APP
MS 3/1
W
EX. 150Ø uPVC SEWER MAIN 150Ø PVC-U
S S S S S D1.82 S
∅
X XS X
S
X X XS X
S
X X SX X
S
X XS X
S
X X COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
N
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
SW SW SW SW
II
II
II
CONSULTING PTY LIMITED 2018 ©
II
II
II
T
N
3.50m T
N
N
W W TW W
1.60m
N
T
1.5m
W
N
N
N
N
N
ABN: 39 062 191 799 P: 61 7 3335 4555
EXISTING 150Ø SEWER TO BE LOT 3 CONNECTION 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
REMOVED IN ACCORDANCE WITH CONSTRUCT NEW 100Ø PVC-U N
UNITY WATER REQUIREMENTS. PROPERTY CONNECTION CLIENT:
W
NOT FOR CONSTRUCTION
TREE TO BE REMOVED AS PER CONTRACTOR TO DEMOLISH
SL : 8.40 LOT 25 ENDEAVOUR FOUNDATION
ARBORICULTURE IMPACT ASSESSMENT LOT 4 EXISTING MANHOLE AND
IL : 7.15
LENGTH : 1.3m M37808
PREPARED BY TREES ARE COOL SP115873
REMOVED EXISTING SEWER
GRADE : 1 IN 60
N
1 INTO 5 LOT SUBDIVISION
LINE
W
DEPTH : 1.25m
83 BUTLER STREET TEWANTIN
N QLD, 4565
LOT 25 M37808 CONNECTION
W W W W
CONSULTANT: MPN CONSULTING PTY LTD
W
RECONNECT EXISTING 100Ø CONTACT: LACHLAN STEPHENSON SEWER PLAN
PROPERTY CONNECTION (RPEQ 16903)
SL : 8.40 TELEPHONE: (07) 3335 4595
IL : 7.05 N
DESIGN: DG DRAWN: DG SCALES: AS SHOWN
DATE 05.04.23
LENGTH : 2.30m
W
CHKD: SR APPRD: LS DATE: 05.04.23
GRADE : 1 IN 60
DEPTH : 1.35m mpn JOB DRAWING No. REV
9279 SR.1.01
N
0 2 4 6 8 10 D
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
Page 3
LEGEND
DR = DRIVEWAY
VG = VERGE
PP = PRIVATE PROPERTY
R = BEND RADIUS (HOR, VERT, COMP)
EX MH 1/1 MH 2/1 MS 3/1 MS 4/1 L = BEND LENGTH
STRUCTURE NAME
MAINTENANCE HOLE TYPES
B B B B
MH/MS COVER TYPE G = CONCRETE 0.900Ø
EX MH P2 MS MS F = CONCRETE 1.200Ø
MH/MS TYPE P3 = CONCRETE 1.200Ø
A V V V X = CONCRETE 1.200Ø
BRANCH DROP TYPE
MS = PE 0.600Ø
BRANCH LINE No. 1 1 1 1 TEP = PE TERMINAL END POINT
END = PE END CAP
LID TYPES
B = CLASS B NON TRAFFICABLE
D = CLASS D TRAFFICABLE
IL 6.200m D = 24.40m
IL 6.750m D = 16.55m
IL 7.050m D = 25.15m
PROPERTY CONNECTION
Lot 4 DN100 Depth 0.94m
Lot 5 DN100 Depth 2.18m
IL 5.600m D = 0.6m
TYPE INVERT DIST D/S
Lot 2 DN100 Depth 1.72m
PE MS DROP TYPE
Ex.Lot 25 DN100 Depth 1.35m
Lot 3 DN100 Depth 1.25m
Lot 1 DN100 Depth 1.96m
D = 0.6m
IL 6.300m D = 0.6m
HC DEPTH
STD = STD MANUFACTURED PIPE CONNECTION
(PC) DETAILS
SR = PE SHAFT RISER CONNECTION
MH DROP TYPE
IL 7.150
SIZE
A = STRAIGHT THROUGH SEWER
LOT
NOTE:
A
B
D
D
D
B
ALL SEWERS AND MAINTENANCE STRUCTURES SHALL BE
INSPECTED BY CCTV. THE FIRST CCTV INSPECTION
SHALL BE MADE PRIOR TO COMMISSIONING AFTER ALL
BACKFILLING OPERATIONS HAVE BEEN SATISFACTORILY
COMPLETED AND ALL JUNCTIONS HAVE BEEN INSTALLED.
A SECOND CCTV INSPECTION IS REQUIRED PRIOR TO,
NATURAL EXISTING BUT NOT MORE THAN 2 WEEKS BEFORE, THE ON SITE
CONSTRUCT NEW SURFACE STRUCTURE TO INSPECTION FOR OFF MAINTENANCE CERTIFICATION.
STRUCTURE OVER BE REMOVED
EXISTING SEWER CCTV EQUIPMENT IN ACCORDANCE WITH SECTION 21.8
OF THE SEQ SEWER CODE AND THE WSAA CONDUIT
XX INSPECTION REPORTING CODE OF AUSTRALIA WSA 05
X
X AND THE RESULTS SUBMITTED TO URBAN UTILITIES FOR
X
COMPLIANCE CHECKING
X
EXISTING PROPERTY
CONNECTION TO BE
EXISTING RECONNECTED
SEWER LINE TO
BE REMOVED
NOTE:
ALL REDUNDANT SEWER PROPERTY
CONNECTIONS TO BE SEALED AT
UNITY WATER THE MAIN AND GROUT FILLED, OR
ACCREDITATION & CERTIFICATION SCHEME REMOVED.
WATER APPROVAL REF. NUMBER: -
PROP DESCRIPTION PP ACCREDITED ENTITY: MPN CONSULTING PTY LTD
(ACR / AE 2021-069)
REGISTER CERTIFIER: SHAUN SWENSON (ACR / MAJ 2021-082)
SIGNATURE:
D 05.04.23 FOR APPROVAL TJ SR
CONTACT DETAILS: 07 3335 4505
C 13.03.23 FOR APPROVAL DG SR
DATUM R.L. -8.000 B 12.12.22 FOR APPROVAL DG SR
A 08.11.22 FOR INFORMATION DG SR
ISSUE DATE AMENDMENT BY APP
uPVC 150Ø DN150 - PVC-U COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
DIA./TYPE/CLASS WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
1 in 12.20 1 in 50.08 1 in 80.00
GRADE (1 in X)
LENGTH/RADIUS 6.947 27.296 34.101
EMBEDMENT EXIST TYPE 4 TYPE 4
ABN: 39 062 191 799
39 Sherwood Road, Toowong, Qld, 4066
P: 61 7 3335 4555
E: [email protected]
TYPE CLIENT:
NOT FOR CONSTRUCTION
DEPTH OF INVERT
1.820
1.820
1.566
1.526
2.858
2.818
2.160
ENDEAVOUR FOUNDATION
BELOW FSL
1 INTO 5 LOT SUBDIVISION
4.430
4.430
4.970
5.010
5.555
5.575
6.000
INVERT LEVEL ALL MAINTENANCE HOLES TO BE PROVIDED
0 1 2 3 4 5 WITH INTERNAL CORROSION PROTECTION
83 BUTLER STREET TEWANTIN
FINISHED VERT: IN ACCORDANCE WITH SECTION 7.6 OF THE
6.250
6.536
8.393
8.160
SCALE 1:100 (A1) 1:200 (A3) SEQ CODE. QLD, 4565
SURFACE LEVEL
EXISTING 0 10 20 30 40 50 SEWER LONGSECTION
6.25
6.54
8.39
8.16
SURFACE LEVEL HORIZ:
SCALE 1:1000 (A1) 1:2000 (A3)
DESIGN: DG DRAWN: DG SCALES: AS SHOWN
0.000
6.947
34.243
68.344
CHAINAGE CONSULTANT: MPN CONSULTING PTY LTD CHKD: SR APPRD: LS DATE: 05.04.23
CONTACT: LACHLAN -STEPHENSON mpn JOB DRAWING No. REV
(RPEQ 16903)
LINE NUMBER 1 TELEPHONE: (07) 3335 4595
DATE 05.04.23
9279 SR.3.01 D
FOR APPROVAL
Page 4
WATER SUPPLY NETWORK WORKS GENERAL NOTES WATERMAIN NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE
1. ALL DESIGN OF WATER SUPPLY NETWORK WORKS WITH CURRENT SOUTH EAST QUEENSLAND WATER ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
SHALL BE IN ACCORDANCE WITH THE WATER SUPPLY SUPPLY CODE SPECIFICATIONS AND STANDARDS. CURRENT SEQ WATER SUPPLY CODE SPECIFICATIONS AND
CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND STANDARDS.
PROVIDERS EDITION VERSION 1.3 (AUGUST 2019), PART 1: WORK SHALL COMPLY WITH THE RELEVANT
PLANNING AND DESIGN AND PART 3: DRAWINGS. AUSTRALIAN STANDARDS. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK
2. 3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN
3. ALL CONSTRUCTION OF WATER SUPPLY NETWORK
W
PERMANENT LEVEL. STANDARDS.
W
WORKS SHALL BE IN ACCORDANCE WITH THE WATER 4. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS
SUPPLY CODE OF AUSTRALIA, SOUTH EAST QUEENSLAND SHOWN IN SEQ-WAT-1200-2. ADOPT LIP OF KERB AS PERMANENT LEVEL.
SERVICE PROVIDERS EDITION VERSION 1.3 (AUGUST 2019), 5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH
PART 2: CONSTRUCTION AND PART 3: DRAWINGS.
T
IN
UM CR THE STANDARD DRAWINGS. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS
ATER MA
W
FOLLOWS;
W
6. A WATER METER SUPPLIED AT THE DEVELOPER'S
4. ALL PRODUCTS AND MATERIALS USED IN COST, IS TO BE INSTALLED AT THE SERVICE POINT OF 90, 125 & 180 NOMINAL DIAMETER PIPE - 600mm
CONSTRUCTION OF WATER SUPPLY NETWORK WORKS EACH LOT IN ACCORDANCE WITH THE STANDARD 200, 315 & 355 NOMINAL DIAMETER PIPE - 1000mm
CW
SHALL BE IN ACCORDANCE WITH THE SOUTH EAST DRAWING FOR THE SEQ-SP.
G
QUEENSLAND CODE ACCEPTED CIVIL INFRASTRUCTURE 7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY
GHOST
100Ø uPV
CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE
W
W
PRODUCTS AND MATERIAL LIST, AND THE MOST RECENT WITH THE SEQ-SP's ACCEPTED PRODUCTS AND
MATERIALS LIST OR BE APPROPRIATELY SHOWN, STANDARD DRAWINGS.
VERSION OF THE LIST IN EFFECT AT THE DATE OF THE
CONSTRUCTION PRE-START MEETING. LISTED AND DEFINED IN THE ENGINEERING
EXISTING
SUBMISSION SO THAT THE ALTERNATIVE PRODUCT OR DEPTH OF HYDRANTS TOP BELOW FINISHED SURFACE LEVEL
MATERIAL CAN BE ASSESSED AND IF APPROPRIATE, IS TO BE BETWEEN 75 AND 225mm.
W
W
5. CONSTRUCTION WORKS SHALL BE SUPERVISED BY APPROVED BY THE SEQ-SP.
AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT 8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER ALL WORK ASSOCIATED WITH LIVE WATER MAIN
W COMPLYING WITH THIS REQUIREMENT WILL NOT BE MAINS. CONNECTIONS TO BE CARRIED OUT BY UNITYWATER AT THE
PERMITTED TO CONNECT INTO UNITYWATER'S WATER 9. TEST/CHLORINATION POINTS TO BE INSTALLED IN DEVELOPERS COST.
SUPPLY NETWORK. ACCORDANCE WITH STANDARD DRAWING
W
NO.SEQ-WAT-1410-1. DUCTILE IRON CEMENT LINED PIPES SHALL BE CLASS PN35
R ST
10. THE CONSTRUCTION OF THE WATER RETICULATION AND FITTINGS SHALL BE PN16 AND COMPLY WITH AS/NZS
6. ALL LIVE WORKS ASSOCIATED WITH THE WATER
WORK SHOWN ON THIS DRAWING MUST BE 2280 AND AS 4087 AND COMPLY TO THE SEQ CODE
IN
SUPPLY NETWORK SHALL BE CARRIED OUT AT THE
SUPERVISED BY AN ENGINEER WHO HAS RPEQ
ATER MA
DEVELOPER'S COST BY QUOTATION REQUEST TO ACCEPTED CIVIL INFRASTRUCTURE APPROVED PRODUCTS
W
BUTLE
REGISTRATION. WORKS NOT COMPLYING WITH THIS LIST. COLOUR SHALL BE BLUE PE SLEEVING OR BLUE
UNITYWATER PRIVATE WORKS ONLY.
REQUIREMENT WILL NOT BE PERMITTED TO CONNECT COATING.
TO THE RETICULATION SYSTEM.
W
7. THE CONSTRUCTOR SHALL VERIFY THE LOCATION TRENCH BACKFILL MATERIAL SHALL CONSIST OF THE BEST
200Ø AC
AND DEPTH OF EXISTING SERVICES WITH RELEVANT ASSET ENVIRONMENTAL CONDITIONS MATERIAL FROM TRENCH EXCAVATION, FREE OF ORGANIC
W
OWNERS AND AUTHORITIES BEFORE COMMENCING MATTER, WITH PARTICLE SIZE NOT EXCEEDING 75mm.
WORKS. VEGETATION PROTECTION
EXISTING
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND
TRANSPLANTED PRIOR TO CONSTRUCTION, OR ARRANGE TRENCH FILL COMPACTION TESTING TO BE
8. PRIOR TO COMMENCEMENT OF ANY VARIATION CARRIED OUT BY A NATA CERTIFIED TEST LABORATORY AND
W
WORKS, THE CONSTRUCTOR MUST FIRST OBTAIN REPLACED IF DESTROYED. SHALL BE IN ACCORDANCE WITH SEQ WS&S D&C CODE,
APPROVAL FROM THE REGISTERED MAJOR CONNECTIONS B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR PART WSA03-2011 V3.1 -19.3.1, 19.3.2.1 & 19.3.2.5
CERTIFIER. HARDWOOD GIRDLES SHALL BE CONSTRUCTED WITH
1.8m BATTENS CLOSELY SPACED AND ARRANGED THE CONTRACTOR SHALL ARRANGE AN INDEPENDENT
LICENSED SURVEYOR TO CARRY OUT A "WORKS AS
W
VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE CONSTRUCTED" SURVEY AND SUBMIT THE DETAILS SHOWN
STRAPPED TO TREES PRIOR TO CONSTRUCTION AND ON PLAN TO THE SUPERINTENDENT AT COMPLETION OF
REMAIN UNTIL COMPLETION. CONSTRUCTION. "WORKS AS CONSTRUCTED" TO BE
C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER PROVIDED IN THE FORMAT REQUIRED BY THE SERVICE
W
PROVIDER (UNITYWATER).
THAN SEVERED. IF ROOTS ARE SEVERED THE
DAMAGED AREA SHALL BE TREATED WITH A SUITABLE THE CONSTRUCTION OF THE WATER MAINS WORK SHOWN
W FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST ON THIS DRAWING MUST BE SUPERVISED BY AN ENGINEER
W
FOR FURTHER ADVICE. WHO HAS RPEQ REGISTRATION AND AN ACCREDITED
W
W UNITYWATER CONSTRUCTION CERTIFIER. WORKS NOT
D. ANY TREE LOPPING REQUIRED SHOULD BE
LOCATION OF WORKS UNDERTAKEN BY AN APPROVED ARBORIST.
COMPLYING WITH THIS REQUIREMENT WILL NOT BE
PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
SOIL
W
A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED
SEPARATELY.
WW B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM
ENTERING THE STORMWATER SYSTEM. THIS MAY
INVOLVE PLACING APPROPRIATE SEDIMENT CONTROLS
AROUND STOCKPILES
LOCALITY PLAN CREEK CROSSINGS
NTS A. SILTATION CONTROL MEASURES SHALL BE PLACED
DOWNSTREAM OF ANY EXCAVATION WORK.
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED
TO PREVENT SEDIMENT FROM ENTERING THE CREEK.
C. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE D 05.04.23 FOR APPROVAL TJ SR
CREEK.
C 13.03.23 FOR APPROVAL DG SR
REHABILITATION
A. PREDISTURBANCE SOIL PROFILES AND COMPACTION B 07.12.22 FOR INFORMATION DG SR
LEVELS SHALL BE REINSTATED. A 08.11.22 FOR INFORMATION DG SR
B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE ISSUE DATE AMENDMENT BY APP
RESTORED. COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
ALL WORKS ON EXISTING WATER MAINS TO BE CARRIED WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
OUT BY UNITYWATER PRIVATE WORKS AT THE
DEVELOPER'S EXPENSE
ABN: 39 062 191 799 P: 61 7 3335 4555
DEVELOPMENT DETAILS 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
CLIENT:
NAME OF ESTATE 5 LOT SUBDIVISION ALL WATER AND SEWER CONSTRUCTION WORK SHALL
NOT FOR CONSTRUCTION
ENDEAVOUR FOUNDATION
COMPLY WITH ALL APPLICABLE WORKPLACE HEALTH
AND SAFETY LEGISLATION 1 INTO 5 LOT SUBDIVISION
STREET 83 BUTLER STREET
83 BUTLER STREET TEWANTIN
QLD, 4565
SUBURB TEWANTIN UNITY WATER
ACCREDITATION & CERTIFICATION SCHEME
WATER RETICULATION
FILE REF. WATER APPROVAL REF. NUMBER: - COVER SHEET
ACCREDITED ENTITY: MPN CONSULTING PTY LTD CONSULTANT: MPN CONSULTING PTY LTD
DELEGATE UNITYWATER DESIGN: DG DRAWN: DG SCALES: AS SHOWN
(ACR / AE 2021-069) CONTACT: LACHLAN STEPHENSON CHKD: SR APPRD: LS DATE: 05.04.23
APPROVAL DATE REGISTER CERTIFIER: SHAUN SWENSON (ACR / MAJ 2021-082)
(RPEQ 16903) mpn JOB DRAWING No. REV
TELEPHONE: (07) 3335 4595
SIGNATURE:
DATE 05.04.23
9279 WR.0.01 D
CONTACT DETAILS: 07 3335 4505
FOR APPROVAL
Page 5
SW
II
II
II
II
II II
II
II
II
II
W
LEGEND
N
E
W
EXISTING PROPOSED
T
T
II
II
II
II
II
II
II
II
II
PROPERTY BOUNDARY
S
EASEMENT
W
E II
N N
II
N N
CONCRETE
W
T
T
BARRIER KERB
EX. 100Ø uPVC WATER MAIN
GHOSTGUM COURT
S
N KERB AND CHANNEL
W
STORM WATER MAIN
EX. 200Ø AC WATER MAIN
SW
IEI
E II
W WATER MAIN
W
T
100Ø
T
E CONDUIT
S
S SEWER MAIN
N
W
T S SEWER MANHOLE
E II
E
E
G GAS MAIN
W
II
T
T
1.4m
T T TELSTRA CABLE
E
E U/GROUND ELECTRICITY
N
W
T
HYDRAN OVERHEAD ELECTRICITY
II
KA
N
KA W
T TREE PROTECTION ZONE
T
LOT 5 CONNECTION STRUCTURAL ROOT ZONE
E
NEW 20mm WATERMETER WITH 25mm SERVICE N
W
H
TO BE INSTALLED. REFER SEQ-WAT-1108-2
AND 1108-3 FOR DETAILS.
W
T
II
T
E
WATER METERS AND SERVICES TO BE
LOT 1 FITTINGS LEGEND
N
INSTALLED AS PER THE METHODOLOGY
W
W
LOT 1 CONNECTION NOTED IN ARBORICULTURAL IMPACT
W
ASSESSMENT PREPARED BY TREES
T
NEW 20mm WATERMETER WITH 25mm SERVICE
T
ARE COOL. WATER METER
8.70
TO BE INSTALLED. REFER SEQ-WAT-1108-2
LOT 5 CONTRACTOR TO VACUUM EXCAVATE
N
AND 1108-3 FOR DETAILS.
W
E
WATER SERVICE AND WATER METER
W W LOCATIONS AND NOTIFY MPN
T T 63Ø ELECTRICAL CONDUIT
E
E E E II
T
CONSULTING IF ANY SIGNIFICANT TREE
8.40
LOT 4 CONNECTION 20Ø COMMUNICATIONS CONDUIT LOT 2 CONNECTION
WALL
ROOTS CLASH WITH THE PROPOSED
BUTLER STREET
NEW 20mm WATERMETER WITH TO BE INSTALLED BY CIVIL CONTRACTOR
100Ø WATER
NEW 20mm WATERMETER WITH 25mm SERVICE
W
0.3m
25mm SERVICE TO BE INSTALLED REFER TO AMPFLO PLANS FOR DETAILS TO BE INSTALLED. REFER SEQ-WAT-1108-2 WATER SERVICES
CONDUIT
N
AND 100Ø CONDUIT INSTALLED TO AND 1108-3 FOR DETAILS.
RET
E
KA
T
PROPERTY BOUNDARY (7.3m)
REFER SEQ-WAT-1108-2 AND
W
1108-3 FOR DETAILS 4.5
LOT 2
WALL
UNITYWATER METER INSTALLATION
N
100mm CONDUIT FOR WATER SERVICE TO BE
T
II
INSTALLED BY CONTRACTOR ITEM DESCRIPTION QTY REMARKS
RET
1 Ø20mm WATER SERVICE 5 BY UNITYWATER
W
SERVICES AND ACCESS EASEMENT
N
WALL
KA
T
EX. 200Ø AC WATER MAIN
NOTES:
E
II
W
LOT 4
RET
1. ALL WORKS SHALL BE IN ACCORDANCE WITH AS2418
N
E
EXISTING WATER SERVICE, CLOSE 2. ALL TESTING REQUIREMENTS AS BY SERVICE AUTHORITY (UNITYWATER)
T
FERRULE. DECOMMISSION AND SEAL AT
THE MAIN. DECOMMISSIONED WATER
W
E
LOT 3 METER TO BE RETURNED TO UNITY
II
WATER
N
T
E
0.3m
WATER METERS AND SERVICES TO BE
W
S S S
∅ INSTALLED AS PER THE METHODOLOGY
E
S S S S S
N
SW SW SW SW II NOTED IN ARBORICULTURAL IMPACT
II
II
II
II
II
T
N
ASSESSMENT PREPARED BY TREES
T
N
N
W W TW COOL.
ARE
N W E
LOT 3 CONNECTION T
W
N
CONTRACTOR TO VACUUM EXCAVATE
N
EXISTING SERVICE TO BE DECOMMISSIONED
N
N
N
WATER SERVICE AND WATER METER
AND NEW 20mm WATERMETER AND 25mm
LOCATIONS AND NOTIFY MPN 0 2 4 6 8 10
SERVICE TO BE INSTALLED REFER
CONSULTING IF ANY SIGNIFICANT TREE
N
SEQ-WAT-1108-2 AND 1108-3 FOR DETAILS.
ROOTS CLASH WITH THE PROPOSED
W
SCALE 1:200 (A1) 1:400 (A3)
WATER SERVICES
N
W
D 05.04.23 FOR APPROVAL TJ LS
N
W W W W
C 13.03.23 FOR APPROVAL DG SR
W
B 12.12.22 FOR APPROVAL DG SR
A 08.11.22 FOR INFORMATION DG SR
ISSUE DATE AMENDMENT BY APP
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
UNITY WATER
ACCREDITATION & CERTIFICATION SCHEME
WATER METER
ASSEMBLY AS PER PE WATER SERVICE AS
WATER APPROVAL REF. NUMBER: - ABN: 39 062 191 799 P: 61 7 3335 4555
SEQ-WAT-1108-3 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
PER SEQ-WAT-1108-2
ACCREDITED ENTITY: MPN CONSULTING PTY LTD
(ACR / AE 2021-069) CLIENT:
NOT FOR CONSTRUCTION
REGISTER CERTIFIER: SHAUN SWENSON (ACR / MAJ 2021-082) ENDEAVOUR FOUNDATION
SIGNATURE: 1 INTO 5 LOT SUBDIVISION
CONTACT DETAILS: 07 3335 4505
83 BUTLER STREET TEWANTIN
QLD, 4565
E-F SADDLE CONNECTION
TO WATER MAIN AS PER
SEQ-WAT-1108-2 WATER RETICULATION PLAN
LIVE SERVICE CONNECTION TYPICAL DETAIL DESIGN: DG DRAWN: DG SCALES: AS SHOWN
NTS CONSULTANT: MPN CONSULTING PTY LTD CHKD: SR APPRD: LS DATE: 05.04.23
CONTACT: LACHLAN STEPHENSON mpn JOB DRAWING No. REV
(RPEQ 16903)
TELEPHONE: (07) 3335 4595
DATE 05.04.23
9279 WR.1.01 D
FOR APPROVAL