Original source · versioned page text
Attachment 2 - 1856-W01_W17
ENGINEERING
WATER RETICULATION NETWORK EXTENSION
- UNITYWATER -
PROJECT:
PROPOSED SUBDIVISION AT
NOOSA CIVIC, WALTER HAY DRIVE
NOOSAVILLE
CLIENT:
STOCKWELL PTY LTD
PROJECT No:
1856
SCHEDULE OF DRAWINGS
DWG DESCRIPTION
1821-W01 Locality Plan & Schedule of Drawings
1821-W02 General Notes
1821-W03 Overall Watermain Alignment Layout Plan
1821-W04 Watermain Layout Plan - Sheet 1 of 8
SUBJECT SITE
1821-W05 Watermain Layout Plan - Sheet 2 of 8
1821-W06 Watermain Layout Plan - Sheet 3 of 8
1821-W07 Watermain Layout Plan - Sheet 4 of 8
1821-W08 Watermain Layout Plan - Sheet 5 of 8
1821-W09 Watermain Layout Plan - Sheet 6 of 8
1821-W10 Watermain Layout Plan - Sheet 7 of 8
1821-W11 Watermain Layout Plan - Sheet 8 of 8
1821-W12 Watermain Connection Detail Plan - Sheet 1 of 5
1821-W13 Watermain Connection Detail Plan - Sheet 2 of 5
1821-W14 Watermain Connection Detail Plan - Sheet 3 of 5
1821-W15 Watermain Connection Detail Plan - Sheet 4 of 5
1821-W16 Watermain Connection Detail Plan - Sheet 5 of 5
1821-W17 Typical Trench Details
LOCALITY PLAN
NOT TO SCALE
DRAWING STATUS:
FOR APPROVAL
p 07 5443 8285 PROPERTY DESCRIPTION
e [email protected] w www.barlowshelley.com.au
a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 LOT 3 on SP246584
Site Area = 31.7 Ha
DRAWING NUMBER
-
REV
Proposed Number of Lots 25 1856-R30 A
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Page 2
WORKPLACE AND HEALTH SAFETY
WATER RETICULATION NOTES
ALL WATER AND SEWER CONSTRUCTION WORK IS TO
COMPLY WITH THE REQUIREMENTS OF QUEENSLAND WORK
VEGETATION PROTECTION EXISTING WATER MAIN HEALTH AND SAFETY ACT 2011
· EXISTING WATER MAINS SHOWN FROM DBYD INFORMATION AND CONTACT YOUR NEAREST OFFICER OF THE DIVISION OF
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO SCHEMATIC RECORDS. EXACT LOCATION AND SIZES SHALL BE WORKPLACE HEALTH & SAFETY FOR INFORMATION
CONSTRUCTION, OR REPLACE IF DESTROYED. CONFIRMED BY UNITYWATER PRIOR TO ANY CONSTRUCTION WORK. PHONE:1300 362128
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL · ALL WORKS ON EXISTING ON EXISTING WATER MAINS TO BE
BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED CARRIED OUT BY UNITY WATER AT THE DEVELOPERS EXPENSE
VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES
NOTE FOR OWNER
PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
SURVEY/BOUNDARY PEGS TO BE IN GROUND BEFORE
C. TREE ROOTS SHALL BE TUNNELED UNDER, RATHER THA.N SEVERED. IF ROOTS WATER MAIN NOTE WATER CONSTRUCTION
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT RELEVANT ARBORIST FOR FURTHER ADVICE.
· WATER MAIN THRUST BLOCKS SHALL BE LOCATED AND INSTALLED
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED
AS PER SEQ WATER STANDARD DRAWINGS AND/OR UNITYWATER TRAFFIC PLAN
ARBORIST.
STANDARD DRAWINGS. REFER UNITYWATER SUPERINTENDENT FOR
PREFERRED INSTALLATION. PRIOR TO COMMENCEMENT OF WORK, ARRANGE FOR
SOIL · PLACE DETECTABLE MARKER TAPE OVER ALL WATER MAINS APPROVED TRAFFIC PLAN AND SEEK APPROVAL FROM
· LEVEL AND ALIGNMENT OF NEW MAIN TO SUIT LOCATION & DEPTH PLANNING & TRAFFIC BRANCH. TELEPHONE 340 34180 FOR
A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. OF EXISTING MAIN DETAILS. WORK MAY BE REQUIRED TO BE CARRIED OUT
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE DURING WEEKENDS AND/OR LATE AT NIGHT ONLY”
STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
CONTROLS AROUND STOCKPILES.
C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS FROM THE RISK
DBYD **CAUTION**
ASSESSMENT BASED ON THE QUEENSLAND ACID SULPHATE SOIL TECHNICAL
Approx. location of public utilities only. Exact location and depth
MANUAL REQUIRES THAT ACID SULPHATE SOILS BE MANAGED AS FOLLOWS.
to be determined on site by relevant authority personnel prior to
commencing work.
CREEK CROSSINGS TELSTRA - Ph 1800 653 935
ENERGEX - Ph 3664 5400
A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY UW - Ph 1300 086 489
EXCAVATION WORK. GAS - Ph 3323 7684
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT
FROM ENTERING THE CREEK.
C. NO SOIL SHALL BE STOCKPILED WITHIN 5M OF THE CREEK. DISCLAIMER
WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT
THE INFORMATION PROVIDED IN THIS DRAWINGS/DESIGN
REHABILITATION WAS ACCURATE AT THE TIME IT WAS COMPILED, AS PART OF
THE COUNCIL'S "AS CONSTRUCTED" RECORDS, IT REMAINS
A. PRE-DISTURBED SOIL PROFILES AND COMPACTION LEVELS SHALL BE THE RESPONSIBILITIES OF PROPERTY OWNERS AND THEIR
REINSTATED. CONTRACTORS, SUB- CONTRACTORS, EMPLOYEES,
B. PRE-DISTURBED VEGETATION PATTERNS SHALL BE RESTORED. SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO
GENERAL NOTES ASCERTAIN THE PRECISE LOCATION OF EXISTING
INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND
DRAINS BEFORE UNDERTAKING EXCAVATION OR
G1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH
CONTRACTION WORK.
EAST QUEENSLAND WATER SUPPLY CODE SPECIFICATIONS AND STANDARDS
USERS OF THE INFORMATION SHOULD BE AWARE THAT
G2 UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH
SINCE THE ORIGINAL RECORDING OF THE DEPTHS IN
THE RELEVANT AUSTRALIAN STANDARDS.
RELATION TO GROUND LEVELS, CHANGES MAY HAVE
G3 ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
OCCURRED AS A RESULT OF SUBSEQUENT WORK OR
G4 COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN SEQ-WAT-1200-2
ACTIVITIES INVOLVING FILLING OR EXCAVATION.
G5 CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS.
CONSEQUENTLY, QUU TAKES NO RESPONSIBILITY FOR ANY
G6 A WATER METER SUPPLIED AT THE DEVELOPERS COST, IS TO BE INSTALLED AT
APPARENT ERROR OR INACCURACIES THAT ARE SHOWN TO
THE SERVICE POINT OF EACH LOT IN ACCORDANCE WITH THE STANDARD
EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT
DRAWING FOR THE SEQ-SP.
A LATER DATE.
G7 ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE SEQ-SP'S
THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF
ACCEPTED PRODUCTS AND MATERIALS LIST OR BE APPROPRIATELY SHOWN,
OTHER PUBLIC UTILITIES.
LISTED AND DEFINED IN THE ENGINEERING SUBMISSION SO THAT THE
ALTERNATIVE PRODUCT OR MATERIAL CAN BE ASSESSED AND IF APPROPRIATE
SEQ-SP.
G8 TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH STANDARD ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD
DRAWING NO.SEQ-WAT-1410-1 BE IMPLEMENTED PRIOR TO COMMENCING ANY
G9 THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS CONSTRUCTION WORK INCLUDING CLEARING.
DRAWING MUST BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ
REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE
PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
G10 ALL WATER MAINS SHALL HAVE APPROVED DETECTABLE MARKER TAPE LAID ON NOTE:
TOP OF THE BEDDING. WATER METERS TO
G11 FH TEE'S AND RISERS TO BE DN100
G12 WATER MAINS ARE NOT PERMITTED TO BE CONSTRUCTED WITHIN THE ROAD
BE MIN 600mm APART
BOXING AND THAT ROAD CROSSING DESIGN IS TO ACCOUNT FOR CONSTRUCTION
PHASE OF DEVELOPMENT
G13 WATER MAIN DEPTH OR PIPE CLASS TO BE ADJUSTED UNDER ROAD CROSSING S CAUTION -
TO TAKE INTO ACCOUNT CONSTRUCTION LOADINGS. WATER MAINS ARE NOT TO EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
BE LAID WITHIN ROAD PAVEMENT. LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MS CL AT NOOSA CIVIC, WALTER HAY DRIVE, NOOSAVILLE
DATUM AHD SHEET: 3 OF 17
0 1.0 2.0 3.0 4.0 5.0m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MS Director: CAMERON LANDRETH
SCALE 1:100 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 LOCALITY PLAN, SCHEDULE OF DRAWINGS W02 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 AND GENERAL NOTES
Page 3
EE
LEGEND - EXISTING FEATURES NIE
CR
ADJACENT BOUNDARY EE
KR
CADASTRAL BOUNDARY OA
D
COVENANT D
EK ROA
EASEMENT
IE CRE
BANK BOTTOM LOT 4 EE EEN
BANK TOP SP246584 NIE
CR
BUILDING
FH
E EK
RO
CONCRETE STRUCTURES A D
LOT 22
FENCE
KERB & CHANNEL
RETAINING WALL FH
FH
LOT 1 WA LOT 23
FH
ELECTRICAL OVERHEAD FH
SP222982 LTE
ELECTRICAL UNDERGROUND RH
FH
AY
FH
OPTICAL FIBRE D
FH
RIV
TELSTRA FH
E
IVE
STORMWATER DRAINAGE
HOFMAN DR
SEWER DN150 uPVC SN8 FH
FH
SEWER DN225 uPVC SN8 EXISTING NOOSA CIVIC
SEWER RISING MAIN
FH
SHOPPING PRECINCT FH
LOT 147
SEWER EASEMENT FH
LOT 2 NPW889
WATERMAIN DN150 oPVC PN16
PROPOSED OD180 PN16 WM
WATERMAIN DN225 DICL PN16 FH
WATERMAIN DN375 AC
FH
FH
LOT 21
FH
FH
PROPOSED OD180 PN16 WM
HO
LOT 19
ET
FM
E
HAY DRIV
RENE STRE
AN
LOT 18
DR
IVE LOT 17
FH
LOT 3
WALTER
FH
LOT 7
PROPOSED OD180 PN16 WM
FH
PROPOSED OD180 PN16 WM
LOT 4
LOT 7
LOT 5 RP46782
LOT 6
LOT 8
LOT 15 LOT 9
LOT 5
SP222982 LOT 16
LOT 14
PROPOSED OD180 PN16 WM LOT 10
LOT 13
LOT 12 LOT 11 LOT 2
RP160983
VE
DRI
AY
RH
LTE
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 3 OF 17
0 40 80 120 160 200m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:4000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 OVERALL WATERMAIN ALIGNMENT LAYOUT PLAN W03 A
CL
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 13-09-19 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Page 4
ATTENTION: UNITYWATER PRIVATE WORKS EXISTING NOOSA CIVIC
UNITYWATER PRIVATE WORKS TEAM TO PROVIDE SHOPPING PRECINCT
DN150x150 OFFTAKE TEE (FLANGED), DN150 VALVE
(FL-FL) & DN150 THRUST RESTRAINT 600mm LONG
(FL-FL) & BLANK END. FH
LOT 21
3825m2
FH
HO
FM
AN
FH
N
DR
IVE
LOT 19
3150m2
FOR DIRECTIONAL DRILLING
LOT 18
PROVIDE LAUNCH PIT ON THIS SIDE 3245m2
CONTRACTOR TO DIRECTIONAL
DRILLING UNDER HOFMANN DRIVE VA CONNECTION DETAIL B
ON PLAN 1856-W12
VA
ATTENTION: UNITYWATER PRIVATE WORKS
PE1 OD125
Y
N16
FH
LL
UNITYWATER PRIVATE WORKS TEAM TO PROVIDE
LOT 17
00 P
DN150x150 OFFTAKE TEE (FLANGED), DN150 VALVE
GU
3724m2
NEW
(FL-FL) & DN150 THRUST RESTRAINT 600mm LONG
WM
(FL-FL). MAKE CONNECTION TO CONTRACTOR
G
OD125 PE100 PN16 CROSS ROAD CONNECTION.
IN
VA
IST
PROVIDE WATERMAIN CROSSING MARKERS
TO KERB FACE WITH SYMBOL 'WM' AS PER HO FOR DIRECTIONAL DRILLING LOT 3
EX
STANDARD DRAWING SEQ-WAT-1300-1 FM PROVIDE LAUNCH PIT ON THIS SIDE 4.004Ha
AN
N
D
CONNECTION DETAIL A RI CONTRACTOR TO PROVIDE OD125
ON PLAN 1856-W12 VE END CAP FOR FUTURE SERVICE
CONNECTION
N 5
P 12
16
M 00 OD
EXISTING RESIDENTIAL VA CONTRACTOR TO DIRECTIONAL
P EW
DRILLING UNDER HOFMANN DRIVE
W E1
N
UNIT COMPLEX PROVIDE WATERMAIN CROSSING MARKERS FH
LOT 4 TO KERB FACE WITH SYMBOL 'WM' AS PER
VA CAUTION SERVICE CROSSING
STANDARD DRAWING SEQ-WAT-1300-1
SP222982 WATERMAIN DN150 oPVC WM
OVER STORMWATER MAINTAIN
300mm VERTICAL CLEARANCE
CONNECTION DETAIL C
ON PLAN 1856-W12
CONNECTION DETAIL E
ON PLAN 1856-W13 FH ATTENTION: CONTRACTOR
ATTENTION: UNITYWATER PRIVATE WORKS VA CONTRACTOR TO PROVIDE
UNITYWATER PRIVATE WORKS TEAM TO REMOVE TEMPORARY END OF LINE WORKS
EXISTING DUCK FOOTPATH HYDRANT, TO DETAIL ON PLAN 1856-W05
ASSOCIATED PIPEWORK & MAKE CONNECTION
WITH EXISTING DN150 oPVC PN16 WATERMAIN AS LOT 4
PER CONNECTION DETAIL E 2365m2
JOINS PLAN 1856-W05
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 4 OF 17
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN LAYOUT PLAN W04 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 1 OF 8
Page 5
JOINS PLAN 1856-W04
Y
LL
GU
ATTENTION: CONTRACTOR
G
CONTRACTOR TO PROVIDE
EXISTING RESIDENTIAL
IN
TEMPORARY END OF LINE WORKS
UNIT COMPLEX REFER TO PLAN 1856-W16 DETAIL P LOT 3
IST
FH
LOT 4 4.004Ha
EX
SP222982
C
A D
RO
FH
CONNECTION DETAIL E
ON PLAN 1856-W13 FH
ATTENTION: UNITYWATER PRIVATE WORKS VA LOT 4 1.5
m
UNITYWATER PRIVATE WORKS TEAM TO REMOVE 2365m2 VA
EXISTING DUCK FOOTPATH HYDRANT,
ASSOCIATED PIPEWORK & MAKE CONNECTION 1.5m
WITH EXISTING DN150 oPVC PN16 WATERMAIN AS
PER CONNECTION DETAIL E
LOT 5
CAUTION SERVICE CROSSING 2307m2
WATERMAIN DN100 DI WM OVER
HO
FH STORMWATER MAINTAIN 300mm
FM
JOINS PLAN 1856-W07
VERTICAL CLEARANCE
LOT 6
AN
1.5
2473m2
m
FH VA
N
CONNECTION DETAIL G CONNECTION DETAIL F
DR
CONNECTION DETAIL H VA
ON PLAN 1856-W13 m ON PLAN 1856-W?
1.5 ON PLAN 1856-W14
LOT 8
I VE
CAUTION SERVICE CROSSING 3257m2
WATERMAIN OD180 WM OVER
STORMWATER MAINTAIN 300mm
VERTICAL CLEARANCE
LOT 15
4238m2
VA
CONNECTION DETAIL E2 VA LOT 9
ON PLAN 1856-W13 VA 3202m2
m
VA
1.5
1.5m
FH
VA HOFMANN DRIVE
DB
CONTRACTOR NOTES: VA FH
ROA
CONNECTION DETAIL F
HYDRANTS FH CONNECTION DETAIL G
ON PLAN 1856-W13 VA
ON PLAN 1856-W13
1. PROVIDE HYDRANT IDENTIFICATION
MARKERS TO KERB FACE, ROAD & PAINT
VA RO
SURFACE BOX & KERB FACE TO CAUTION SERVICE CROSSING
CAUTION SERVICE CROSSING FH AD
WATERMAIN OD180 WM OVER
1.5m
SEQ-WAT-1300-1.
STORMWATER MAINTAIN 300mm WATERMAIN OD180 WM OVER VA A
VA
VERTICAL CLEARANCE STORMWATER MAINTAIN 300mm
VALVES VERTICAL CLEARANCE
LOT 14
B
2. PROVIDE VALVE IDENTIFICATION MARKERS
3951m2
AD
TO KERB TO FACE, ROAD & PAINT LOT 16 CONNECTION DETAIL I
SURFACE BOX & KERB FACE TO
4339m2
RO
SEQ-WAT-1300-1. 1.5m ON PLAN 1856-W?
CAUTION SERVICE CROSSING
WATERMAIN OD180 WM OVER
WATERMAINS STORMWATER MAINTAIN 300mm
3. PROVIDE WATERMAIN CROSSING
VERTICAL CLEARANCE
FH VA
IDENTIFICATION MARKERS TO CONNECTION DETAIL
SEQ-WAT-1300-1.
VA ON PLAN 1856-W13
LOT 10
WATER SERVICES
m
4686m2
1.5
FH
4. PROVIDE WATER SERVICE CROSSING CONNECTION DETAIL F CAUTION SERVICE CROSSING
VA
IDENTIFICATION MARKERS TO ON PLAN 1856-W13 VA WATERMAIN OD180 WM OVER
LOT 11
1.5m
SEQ-WAT-1108-1 & 2 STORMWATER MAINTAIN 300mm
LOT 13 4967m2 VERTICAL CLEARANCE
4078m2
LOT 12 CAUTION SERVICE CROSSING
WATERMAIN OD180 WM OVER
7942m2 STORMWATER MAINTAIN 300mm
JOINS PLAN 1856-W06 VERTICAL CLEARANCE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 5 OF 17
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN LAYOUT PLAN W05 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 2 OF 8
Page 6
JOINS PLAN 1856-W05 LOT 5 JOINS PLAN 1856-W07
HO
2307m2 FH VA
FM
CONNECTION DETAIL F
VA
m LOT 6 ON PLAN 1856-W?
AN
1.5 LOT 8
2473m2
3257m2
N
DR
CONNECTION DETAIL H
IV
ON PLAN 1856-W14 CAUTION SERVICE CROSSING
E
WATERMAIN OD180 WM OVER
LOT 15 SEWER MAINTAIN 500mm
4238m2 VERTICAL CLEARANCE
VA
CONNECTION DETAIL VA LOT 9
E2 ON PLAN 1856-W13 VA 3202m2
m
VA
1.5
1.5m
FH
VA HOFMANN DRIVE
B
D
VA FH
ROA
CONNECTION DETAIL F CONNECTION DETAIL G
FH
ON PLAN 1856-W13 VA ON PLAN 1856-W13
RO
VA FH AD
LOT 16
1.5m
CONNECTION DETAIL VA A
4339m2 I2 ON PLAN 1856-W14
VA
LOT 14
B
3951m2
AD
CONNECTION DETAIL I
RO
1.5m ON PLAN 1856-W14
CAUTION SERVICE CROSSING
WATERMAIN OD180 WM OVER
STORMWATER MAINTAIN 300mm
VERTICAL CLEARANCE
FH VA
CONNECTION DETAIL F
VA ON PLAN 1856-W13
LOT 10
m
4686m2
1.5
FH
CONNECTION DETAIL F
VA
ON PLAN 1856-W13 VA
1.5m
CAUTION SERVICE CROSSING
LOT 13 WATERMAIN OD180 WM OVER
4078m2 STORMWATER MAINTAIN 300mm
VERTICAL CLEARANCE
LOT 11
LOT 12
4967m2
7942m2
CAUTION SERVICE CROSSING
WATERMAIN OD180 WM OVER
STORMWATER MAINTAIN 300mm
CONTRACTOR NOTES: VERTICAL CLEARANCE
HYDRANTS
1. PROVIDE HYDRANT IDENTIFICATION
MARKERS TO KERB FACE, ROAD & PAINT
SURFACE BOX & KERB FACE TO
SEQ-WAT-1300-1.
VALVES E
IV
R
2. PROVIDE VALVE IDENTIFICATION MARKERS D
TO KERB TO FACE, ROAD & PAINT Y
SURFACE BOX & KERB FACE TO A
SEQ-WAT-1300-1.
H
ER
WATERMAINS LT
A
W
3. PROVIDE WATERMAIN CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1300-1.
WATER SERVICES
4. PROVIDE WATER SERVICE CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1108-1 & 2
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 6 OF 17
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN LAYOUT PLAN W06 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 3 OF 8
Page 7
JOINS PLAN 1856-W04
JOINS PLAN 1856-W08
VA
CONNECTION DETAIL K
LOT 3 VA
ON PLAN 1856-W15
4.004Ha
C
DA
RO
DRIVE
FH
LOT 7
2.963Ha
R HA Y
1.5
m
VA
CONNECTION DETAIL J
WA L T E
CAUTION SERVICE CROSSING
ON PLAN 1856-W14
WATERMAIN OD180 WM OVER
LOT 4 SEWER MAINTAIN 500mm
2365m2 VERTICAL CLEARANCE
E
E
LOT 5
1.5
2307m2
m
FH VA
E
CONNECTION DETAIL F
VA
LOT 6 E ON PLAN 1856-W14
LOT 8
2473m2
E
E
3257m2
CONNECTION DETAIL H
ON PLAN 1856-W14 CAUTION SERVICE CROSSING
WATERMAIN OD180 WM OVER
SEWER MAINTAIN 500mm
VERTICAL CLEARANCE
VA
VA LOT 9
VA 3202m2
m
VA
1.5
FH HOFMANN DRIVE E
VA IV
R
B
E
D
D
Y
FH A
ROA
CONNECTION DETAIL G
E
H
ON PLAN 1856-W14 R
LTE
RO A
VA
E
FH AD W
LOT 16
1.5m
CONNECTION DETAIL VA A
4339m2 I2 ON PLAN 1856-W14
VA
CONTRACTOR NOTES:
B
HYDRANTS
AD
CONNECTION DETAIL I 1. PROVIDE HYDRANT IDENTIFICATION
RO
1.5m ON PLAN 1856-W14 MARKERS TO KERB FACE, ROAD & PAINT
SURFACE BOX & KERB FACE TO
E SEQ-WAT-1300-1.
E
VA
VALVES
FH CONNECTION DETAIL F
ON PLAN 1856-W14 2. PROVIDE VALVE IDENTIFICATION MARKERS
VA TO KERB TO FACE, ROAD & PAINT
LOT 10 SURFACE BOX & KERB FACE TO
m
4686m2
1.5
SEQ-WAT-1300-1.
FH
CONNECTION DETAIL F
VA WATERMAINS
ON PLAN 1856-W14 VA
1.5m
E
E
3. PROVIDE WATERMAIN CROSSING
LOT 13 IDENTIFICATION MARKERS TO
4078m2 SEQ-WAT-1300-1.
LOT 11
LOT 12 WATER SERVICES
4967m2
7942m2
4. PROVIDE WATER SERVICE CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1108-1 & 2
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 7 OF 17
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN LAYOUT PLAN W07 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 4 OF 8
Page 8
JOINS PLAN 1856-W09
CONTRACTOR NOTES:
DRIVE
HYDRANTS
1. PROVIDE HYDRANT IDENTIFICATION
MARKERS TO KERB FACE, ROAD & PAINT
R HAY
SURFACE BOX & KERB FACE TO
SEQ-WAT-1300-1. CAUTION SERVICE CROSSING
WATERMAIN OD180 WM OVER
VALVES STORMWATER MAINTAIN 300mm
ROAD C
WALTE
VERTICAL CLEARANCE
2. PROVIDE VALVE IDENTIFICATION MARKERS
TO KERB TO FACE, ROAD & PAINT
SURFACE BOX & KERB FACE TO
SEQ-WAT-1300-1. FH
WATERMAINS
3. PROVIDE WATERMAIN CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1300-1. 1.5m
WATER SERVICES
4. PROVIDE WATER SERVICE CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1108-1 & 2
LOT 3
4.004Ha
FH
1.5
m LOT 7
2.963Ha
VA
RIVE
VA CONNECTION DETAIL K
ON PLAN 1856-W15
HAY D
C
AD
R
RO
WALTE
FH
1.5
m
VA
CONNECTION DETAIL J
ON PLAN 1856-W14
E
E
FH VA
E
CONNECTION DETAIL F
LOT 6 E VA ON PLAN 1856-W?
2473m2 LOT 8
JOINS PLAN 1856-W07 3257m2
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 8 OF 17
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN LAYOUT PLAN W08 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 5 OF 8
Page 9
JOINS PLAN 1856-W10
EX EXISTING NOOSA CIVIC
IS SHOPPING PRECINCT
TIN W
G AL LOT 23
RO TE
AD R 2.61Ha
FH
HA
FH Y
D
RI
VE
ATTENTION: CONTRACTOR
CONTRACTOR TO PROVIDE
TEMPORARY END OF LINE WORKS
FH
TO DETAIL F ON PLAN 1856-W?
ATTENTION: UNITYWATER PRIVATE WORKS FH
VA
UNITYWATER PRIVATE WORKS TEAM TO REMOVE
CONNECTION DETAIL M
EXISTING DUCK FOOTPATH HYDRANT,
ON PLAN 1856-W15
ASSOCIATED PIPEWORK & MAKE CONNECTION
WITH EXISTING DN150 oPVC PN16 WATERMAIN AS LOT 2
PER CONNECTION DETAIL M 9422m2
EXISTING NOOSA CIVIC
EX
SHOPPING PRECINCT
IS TIN
GR
OA
D
FH
AD
G RO
ST IN
EXI
FH CONTRACTOR NOTES:
VA CONNECTION DETAIL L
ON PLAN 1856-W15 HYDRANTS
1.5m
1. PROVIDE HYDRANT IDENTIFICATION
MARKERS TO KERB FACE, ROAD & PAINT
1.5 SURFACE BOX & KERB FACE TO
m SEQ-WAT-1300-1.
VALVES
2. PROVIDE VALVE IDENTIFICATION MARKERS
TO KERB TO FACE, ROAD & PAINT
SURFACE BOX & KERB FACE TO
LOT 3 SEQ-WAT-1300-1.
4.004Ha CAUTION SERVICE CROSSING
WATERMAIN OD180 WM OVER WATERMAINS
DRIVE
ROAD C
STORMWATER MAINTAIN 300mm
VERTICAL CLEARANCE 3. PROVIDE WATERMAIN CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1300-1.
R HAY
FH WATER SERVICES
LOT 7 4. PROVIDE WATER SERVICE CROSSING
WALTE
IDENTIFICATION MARKERS TO
1.5m
2.963Ha SEQ-WAT-1108-1 & 2
JOINS PLAN 1856-W08
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 9 OF 17
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN LAYOUT PLAN W09 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 6 OF 8
Page 10
JOINS PLAN 1856-W11
FH
CONNECTION DETAIL N
ON PLAN 1856-W15 LOT 23
2.61Ha
EXISTING NOOSA CIVIC
SHOPPING PRECINCT W
AL
TE
R
EX
FH
HA
IS FH Y
TIN D
G RI
RO VE
AD
ATTENTION: CONTRACTOR
CONTRACTOR TO PROVIDE
TEMPORARY END OF LINE WORKS
CONTRACTOR NOTES:
FH
TO DETAIL P ON PLAN 1856-W16
ATTENTION: UNITYWATER PRIVATE WORKS
HYDRANTS
FH
VA
UNITYWATER PRIVATE WORKS TEAM TO REMOVE
CONNECTION DETAIL M 1. PROVIDE HYDRANT IDENTIFICATION
EXISTING DUCK FOOTPATH HYDRANT, MARKERS TO KERB FACE, ROAD & PAINT
ON PLAN 1856-W?
ASSOCIATED PIPEWORK & MAKE CONNECTION SURFACE BOX & KERB FACE TO
WITH EXISTING DN150 oPVC PN16 WATERMAIN AS LOT 2 SEQ-WAT-1300-1.
PER CONNECTION DETAIL M 9422m2
VALVES
EX
IST
2. PROVIDE VALVE IDENTIFICATION MARKERS
EXISTING NOOSA CIVIC TO KERB TO FACE, ROAD & PAINT
ING
SHOPPING PRECINCT SURFACE BOX & KERB FACE TO
SEQ-WAT-1300-1.
RO
WATERMAINS
AD
3. PROVIDE WATERMAIN CROSSING
FH IDENTIFICATION MARKERS TO
SEQ-WAT-1300-1.
WATER SERVICES
4. PROVIDE WATER SERVICE CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1108-1 & 2
AD
G RO
S TIN
EXI
JOINS PLAN 1856-W09
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 10 OF 17
0 5.0 10 15 20 25m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:500 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN LAYOUT PLAN W10 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 7 OF 8
Page 11
EE
NI
E
CR
EE
K
RO
AD
JOINS PLAN 1856-W10
CONNECTION DETAIL O
ON PLAN 1856-W16
FH
HOFMANN
DRIVE
LOT 22
3827m2
CONTRACTOR NOTES:
HYDRANTS
1. PROVIDE HYDRANT IDENTIFICATION
MARKERS TO KERB FACE, ROAD & PAINT
SURFACE BOX & KERB FACE TO
SEQ-WAT-1300-1.
VALVES
2. PROVIDE VALVE IDENTIFICATION MARKERS
TO KERB TO FACE, ROAD & PAINT
SURFACE BOX & KERB FACE TO
SEQ-WAT-1300-1.
FH WATERMAINS
3. PROVIDE WATERMAIN CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1300-1.
WATER SERVICES
FH 4. PROVIDE WATER SERVICE CROSSING
IDENTIFICATION MARKERS TO
SEQ-WAT-1108-1 & 2
FH
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 11 OF 17
0 5.0 10 15 20 25m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:500 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN LAYOUT PLAN W11 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 8 OF 8
Page 12
EX
EX KE
KE RB
RB
M
EX
W
FO
16
O
TP
PN
AT
H
0
10
PE
5
KS
12
OR
EX
D
EW
O
TE
EX LS
EW
IN
FL
D TR
OF
N
N A
15
0
oP
R
VC
TE
OD125 EF COUPLING
WA
PN
ITY
16
UN
W
M
BY
OD125 STUB FLANGE (SS316)
KS
OR
WITH EF COUPLING
EW
LIV
DN100 THRUST RESTRAINT
600mm LONG (FL-FL)
DN150 OFFTAKE (FL) DN100 VALVE (FL-FL)
LIV
EW
OR
KS
BY
UN CONTRACTOR
ITY
WA
TE
R ALL THRUST BLOCKS TO
BE IN ACCORDANCE
CONNECTION DETAIL C WITH SEQ-WAT-1205-1 &
REFER TO DRAWING 1856-W04 SEQ-WAT-1206-1
SCALE 1:40 (A3)
EX
EX
EX
EX
FO
TE
OP
R
DN
TO
LS
OT
AC
TIC
M
15
R M
NT
TR
W
PA
O W 5
0
AL
C 16 N3
A
BO
BY
TH
oP
KS PN DI
P
FIB
OR 00
U
VC
1 0
EW
ND
PE 10 RY
RE
N
FLI DN DA
PN
25
AR
OF 1 W UN
OD NE
EX
16
BO
Y
W
NE
W
KE
M
RB
ER
WAT
ITY (SOC-SOC)
Y UN
K SB
R
E WO
LIV DN100 CONNECTOR (FL-SOC)
OD125 EF COUPLING
DN100 VALVE (FL-FL)
KS
OR
N EW DN100 TEE (FL-FL-FL)
FLI
OF
EX
OD125 STUB FLANGE (SS316)
WITH EF COUPLING M DN100 VALVE (FL-FL)
FO
W
1 6
OT
PN DN100 CONNECTOR (FL-SOC)
0 CONTRACTOR
PA
10
PE M
TH
5 W
DN100 THRUST RESTRAINT CONTRACTOR 12 35 ALL THRUST BLOCKS TO
OD
LIV
PN BE IN ACCORDANCE
DN150 OFFTAKE (FL) 600mm LONG (FL-FL) W DI
EW
NE
BO
ALL THRUST BLOCKS TO 0 WITH SEQ-WAT-1205-1 &
10
OR
BE IN ACCORDANCE DN SEQ-WAT-1206-1
UN
KS
DN100 VALVE (FL-FL) WITH SEQ-WAT-1205-1 & W
OD125 STUB FLANGE NE
DA
BY
SEQ-WAT-1206-1 (SS316) WITH EF COUPLING
EX
UN
RY
ITY
KE
EX
WA
RB
U-
TE
EL
DN100 THRUST RESTRAINT
R
(SOC-SOC)
EC
600mm LONG (FL-FL)
CONNECTION DETAIL A CONNECTION DETAIL B
TRI
REFER TO DRAWING 1856-W04
REFER TO DRAWING 1856-W04
CA
SCALE 1:40 (A3)
SCALE 1:20 (A3)
L
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
DATUM AHD SHEET: 12 OF 17
0 0.4 0.8 1.2 1.6 2.0m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:40 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 WATERMAIN CONNECTION DETAIL PLAN W12 A
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 1 OF 5
The text continues on page 13.