PROPOSED CHILDCARE
CENTRE
FOR
PETRIE PROJECTS PTY LTD
AT
101 ALFORD STREET,
KINGAROY, QLD
18766 PROJECT DRAWING SCHEDULE
CIVIL
C00 PROJECT DRAWING SCHEDULE
C01 BULK EARTHWORKS PLAN
C02 BULK EARTHWORKS SECTIONS AND DETAILS
C03 REMOVED FROM SET
C04 EROSION AND SEDIMENT CONTROL
MANAGEMENT PLAN AND DETAILS
C05
C06
C07
C08
HYDRAULIC
H01 SEWER DRAINAGE PLAN
H02 PLUMBING EXPANSION JOINT DETAILS
H03 WATER RETICULATION PLAN
ROOF DRAINAGE PLAN
STORMWATER MANAGEMENT PLAN
STORMWATER MANAGEMENT DETAILS
EXTERNAL PAVEMENT PLAN AND DETAILS
CONSTRUCTION ISSUE
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
Amend
Date
A
28/10/24
Amendment Details
CONSTRUCTION ISSUE
By
GK
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
PROJECT DRAWING SCHEDULE
Designed
Certification
LAV
GK
Checked
LRP
Scale
(A3)
Drawing Number
18766
- C00
LEROY PALMER
RPEQ 5208
Amend
A
eS
eW
EX. BUILDING
PROPERTY BOUNDARY
EX. SHED
TP
eSW
00
4.0
00
43
4.0
eS
75
43
3. 6
43
eSW
43
eS
00eSW
43
50
4.0
3.4
00
43
eS
eS
50
4.0
43
4.1
00
eSW
3.5
43
EX. WM
00
00
4.0
PP
43
eS
50
4.4
eW eW
43
4.2
43
00
CUT
eSW
25
4.5
CUT
3.9
43
43
43
CUT
75
3.8
43
eW eW
75
CUT
eSW
CUT
PROPERTY BOUNDARY
eS
EASEMENT BOUNDARY
eSW
50
3. 9
50
3.8
eW eW
DATUM
SCREW IN CONCRETE
R.L 434.644
eSW
43
75
3.7
43
eS
VALLEY
3.7
25
43
CUT
FPL 433.900
43
eW eW
43
4.2
25
eW
PROPERTY BOUNDARY-
eSW
25
3.7
43
25
CUT
4.2
4.3
eS
43
eW
ALFORD STREET
3.3
eW
A
C02
43
eSW
00
43
4.
0
eS
50
3.4
43
3.7
25
B
C02
43
3.6
0
CUT
5
3.8
CUT
43
CUT
-
75
4.2
43
eW
CUT
00
3. 8
43
43
4.3
25
PP
43
43
eW
EX. WM
DENOTES MAX. 200mm
HIGH GARDEN EDGE
EX. SHED
eS
B
C02
0-400 HIGH RETAINING IN NEIGHBOURING LOTS. CONFIRM ON SITE
eW
B
C02
.0
eSW
eS
eW eW
PROPERTY BOUNDARY
434
LEGEND - BULK EARTHWORKS PLAN
BULK EARTHWORKS PLAN
SURVEY NOTES:
NOTE:
DENOTES EXTENT
OF PLATFORM
1. NATURAL SURFACE CONTOURS REPRESENTED ON PLAN HAVE BEEN OBTAINED BY
OTHERS.
2. LEROY PALMER CONSULTING ENGINEERS DO NOT ACCEPT ANY RESPONSIBILITY FOR
ANY ERRORS AND/OR DISCREPANCIES IN THE EXISTING NATURAL SURFACE
CONTOURS AND SPOT LEVEL INFORMATION DEPICTED ON THIS DRAWING.
PLAN INCLUDES COLOURED LINEWORK
AND IS TO BE PRINTED IN COLOUR.
DENOTES EXTENT
OF BUILDING
FPL 618.100
DENOTES EXTENT OF
EXTERNAL PAVEMENTS
SERVICE LOCATION NOTE:
FPL
FINISHED PAD LEVEL
NGL
NATURAL GROUND LEVEL
BOB
BOTTOM OF BATTER
TOB
TOP OF BATTER
BOW
BOTTOM OF WALL
TOW
TOP OF WALL
DENOTES AREAS TO BE FILLED DURING BULK EARTHWORKS.
REFER BULK EARTHWORKS NOTES
EXISTING SERVICE DEPTHS AND LOCATIONS TO BE CONFIRMED ON
SITE. SERVICE LOCATOR AND/OR POTHOLING MAY BE REQUIRED.
DENOTES AREAS TO BE CUT DURING BULK EARTHWORKS.
REFER BULK EARTHWORKS NOTES
CUT
BULK EARTHWORK QUANTITIES
DENOTES AREAS OF EARTHWORKS TO BE BATTERED.
REFER PLAN FOR MAXIMUM BATTER GRADES.
185m³
105m³
160m³
55m³
STRIPPING
CUT
FILL
IMPORT FILL
0
10.
00
DENOTES FINISHED PAD LEVEL
NEW RETAINING WALL. REFER RETAINING WALL DETAILS
NOTE
EXISTING RETAINING WALL.
1. NO ALLOWANCES HAVE BEEN MADE FOR
BULKING OR COMPACTION.
2. AN ALLOWANCE OF 100mm STRIPPING OF
EXISTING NATURAL TOPSOIL/VEGETATION HAS
BEEN INCLUDED.
E
E
T
T
G
G
eW
eW
eSW
eSW
eS
eS
BUILDING TO RETAIN. REFER STRUCTURAL DRAWINGS
ELECTRICAL
TELECOMMUNICATIONS
GAS MAIN
WATER MAIN
STORMWATER MAIN
SEWER MAIN
CONSTRUCTION ISSUE
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
Amend
Date
A
28/10/24
Amendment Details
CONSTRUCTION ISSUE
By
GK
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
BULK EARTHWORKS PLAN
Designed
Certification
LAV
GK
Checked
LRP
Scale
1:250
Drawing Number
(A3)
18766 - C01
LEROY PALMER
RPEQ 5208
Amend
A
PROPERTY BOUNDARY
EXTENT OF BUILDING
GENERAL NOTES:
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND
OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER
WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE
CONTRACT. ALL DISCREPANCIES SHALL BE REFERRED TO THE ENGINEER FOR
DECISION BEFORE PROCEEDING WITH THE WORK.
2. ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL BE CARRIED OUT IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITIONS INCLUDING THE
LATEST AMENDMENTS OF THE APPROPRIATE SAA STANDARDS, SAA CODES OF
PRACTICE EXCEPT AS VARIED BY THE CONTRACT DOCUMENTATION AND THE BYLAWS
OF THE RELEVANT LOCAL AUTHORITY.
3. CONTRACTOR TO ACCURATELY LOCATE ANY EXISTING SERVICES AND CONFIRM
DEPTHS/HEIGHTS INCLUDING ANY THAT MAY NOT BE SHOWN ON THIS DRAWING
PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALLOW TO EXCAVATE AND EXPOSE
EXISTING SERVICES AND CONNECTIONS PRIOR TO THE COMMENCEMENT OF ANY
CONSTRUCTION.
4. ANY CONFLICT WITH AN EXISTING SERVICE SHALL BE REFERRED TO THE ENGINEER
OR THE RELEVANT AUTHORITY FOR DETERMINATION.
5. DATUM HEIGHTS TO BE CONFIRMED ON SITE PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
6. REFER HYDRAULIC DRAWINGS FOR FURTHER INFORMATION ON EXISTING SERVICES.
SECTION
PROPERTY BOUNDARY
PROPERTY BOUNDARY
B
C01
MAX. 200mm HIGH GARDEN EDGE
EXTENT OF BUILDING
SECTION
BULK EARTHWORKS NOTES:
PROPERTY BOUNDARY
PROPERTY BOUNDARY
C
C01
D
C01
PROPERTY BOUNDARY
EASEMENT BOUNDARY
EASEMENT BOUNDARY
EASEMENT BOUNDARY
PROPERTY BOUNDARY
SECTION
PROPERTY BOUNDARY
A
C01
1. ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS3798 AND BE
SUPERVISED BY A SUITABLY QUALIFIED PERSON AS NECESSARY.
2. REMOVE ALL TOPSOIL WITH A SIGNIFICANT ORGANIC CONTENT OR ANY UNSUITABLE
MATERIAL FROM THE UNDERSIDE OF THE PLATFORM AND EXTERNAL PAVEMENTS.
COMPACT THE CUT SURFACE TO A MINIMUM DENSITY OF 95% STANDARD
COMPACTION.
3. FILL TO THE REQUIRED PLATFORM LEVEL WITH APPROVED NATURAL MATERIAL IN
MAXIMUM 100mm THICK LAYERS. COMPACT EACH LAYER WITH CONTROLLED MOISTURE
CONTENT TO 95% STANDARD COMPACTION UNO.
4.IF ANY SOFT OR UNSUITABLE MATERIAL IS FOUND NOTIFY THE ENGINEER OR
SUITABLY QUALIFIED PERSON FOR FURTHER DIRECTION. REMEDIATION MEASURES
ARE TO BE TAKEN AS DIRECTED BY THE ENGINEER OR SUITABLY QUALIFIED PERSON
5. CONDUCT COMPACTION TESTING IN ACCORDANCE WITH AS3798. PROVIDE WRITTEN
STATEMENT OF COMPLIANCE TO ENGINEER.
MAX. 200mm HIGH GARDEN EDGE
SECTION
BULK EARTHWORKS SECTIONS
SCALES
HORIZ. 1:250
VERT. 1:125
CONSTRUCTION ISSUE
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
Amend
Date
A
28/10/24
Amendment Details
CONSTRUCTION ISSUE
By
GK
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
BULK EARTHWORKS SECTIONS AND DETAILS
Designed
Certification
LAV
GK
Checked
LRP
Scale
1:250
Drawing Number
(A3)
18766 - C02
LEROY PALMER
RPEQ 5208
Amend
A
GENERAL NOTES
eS
eW
PROVIDE 200MM GEOFABRIC SOCK
FILLED WITH 25MM AGGREGATE
AROUND ALL STORMWATER PITS.
PROPERTY BOUNDARY
eSW
eS
4.
0
eW
WM
43
TP
SILT FENCES ARE TO BE EMPLOYED WHERE CONDITIONS DURING CONSTRUCTION REQUIRE
THE CONTROL OF ANY POSSIBLE SILT MOVEMENT ON THE SITE, AS DIRECTED BY THE
ENGINEER.
STOCKPILES OF CLAYEY MATERIAL TO BE COVERED WITH AN IMPERVIOUS SHEET.
CONNECT DOWNPIPES TO THE PERMANENT UNDERGROUND SYSTEM AS SOON AS PRACTICAL.
ALL AREAS AFFECTED BY CONSTRUCTION TO BE TURFED OR SEEDED WITH APPROVED GRASS.
EROSION & SEDIMENT CONTROL NOTES
PP
eSW
eS
eW eW
eS
eSW
SS
LE
I
CKP
RWT
SHED
eS
.0
eSW
eS
eW eW
PROPERTY BOUNDARY
TEMPORARY STOCKPILE ONLY DURING EARTHWORKS
CONSTRUCTION. TO BE REMOVED AT COMPLETION OF EARTHWORKS.
STOCKPILE TO BE IN PLACE NO LONGER THAN THREE MONTHS.
434
eW eW
PP
eSW
STO
PROPERTY BOUNDARY
eS
eS
CHILDCARE CENTRE
eSW
eW eW
PROPERTY BOUNDARY
DENOTES STABILISED ENTRY
PAD WITH GEOFABRIC OVER.
eSW
eW
ALFORD STREET
eW
WM
CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES SHALL BE COMPLETED AND
EFFECTIVE PRIOR TO:
(i) STRIPPING OF TOPSOIL AND GRASS.
(ii) BULK EARTHWORKS TO THE SITE.
(iii) SERVICE INSTALLATIONS.
ALL SEDIMENT MANAGEMENT DEVICES ARE TO REMAIN IN PLACE UNTIL NOTICE FROM
THE ENGINEER.
BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT DEVICES SHALL BE
MAINTAINED AT A SUITABLE LEVEL/CONDITION THROUGHOUT CONSTRUCTION. SEDIMENT
FENCES ARE TO BE CLEANED OUT WHEN CAPACITY IS REDUCED BY 30%.
IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DEFICIENT OR
FAILED IN SERVICE, DUE TO UNFORESEEN CIRCUMSTANCES, CORRECTIVE ACTION IS TO
BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS/ADDITIONS TO THE
ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH ADDITIONS OR AMENDMENTS ARE
TO BE APPROVED BY THE ENGINEER.
ALL EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE INSPECTED AT LEAST
WEEKLY, BEFORE AND AFTER RAINFALL EVENTS. ANY DAMAGE OR EXCESS EROSION/
SEDIMENT IS TO BE REPAIRED/MANAGED AS REQUIRED TO MAINTAIN CONTROL DEVICES.
SILT FENCES SHOWN ON THE DRAWINGS SHALL NOT NECESSARILY BE LIMITED TO THE
LOCATIONS SHOWN.
eS
eSW
eW eW
SEDIMENT TRAP MAINTENANCE NOTE
EROSION AND SEDIMENT CONTROL MANAGEMENT PLAN
REGULAR INSPECTIONS ARE REQUIRED AFTER EACH RUNOFF EVEN TO ENSURE THAT THE
PROTECTION DEVICE IS STILL IN PLACE AND ANY EXCESSIVE SEDIMENT DEPOSITS ARE REMOVED
NOTE:
PLAN INCLUDES COLOURED LINEWORK
AND IS TO BE PRINTED IN COLOUR.
CONSTRUCTION SITE
200
NOM
FILTER CLOTH
ENT
GNM
7m
MIN
TH
TPA
FOO
SILT FENCE MATERIALS
FENCE POSTS AT MAXIMUM
3000 CENTRES.
WOVEN WIRE FENCE
100
NOM
TH
TPA
FOO
ENT
GNM
ALI
CATTLE GRID 4.0m NOM WIDTH
SET 300mm ABOVE GROUND
ALI
STAKE FILTER INTO
GROUND AT 600mm CRS
300
200
500
5m
MIN
CONSTRUCTION SITE
10 m
M IN
4m
MIN
GEOTEXTILE FABRIC
MINIMUM 50mm
CRUSHED ROCK
4 mIN
M
EL
B
KER
C
AND
N
HAN
RUNOFF TO BE DIRECTED
TO SEDIMENT TRAP
CONSTRUCT 200x200 DEEP TRENCH
AND LINE WITH FILTER CLOTH
MINIMUM 50mm
CRUSHED ROCK
NNE
RUNOFF FROM PAD
DIRECTED TO SEDIMENT TRAP
ALTERNATIVE 1
Amend
Date
A
28/10/24
ALTERNATIVE 2
Amendment Details
CONSTRUCTION ISSUE
By
GK
STEEL EITHER "T" OR "U"
TYPE OR 50mm HARDWOOD
FENCE
WOVEN WIRE 14 GAUGE
150mm MAX APERTURE
FILTER CLOTH
FILTER AS SPECIFIED
(TERRAM 100, POLYFELT TS500
BIDIUM U24 OR EQUIVALENT)
PREFABRICATED
UNIT
GEOFAB, ENVIROFENCE,
OR APPROVED EQUIVALENT
DENOTES SILT FENCE
SILT FENCE DETAIL
STABILISED ENTRY/EXIT DETAILS
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
POSTS
L
HA
DC
N
BA
KER
TYPE
500
300
GEOTEXTILE FABRIC
MATERIAL
CONSTRUCTION ISSUE
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
EROSION AND SEDIMENT CONTROL
MANAGEMENT PLAN
Designed
Certification
LAV
GK
Checked
LRP
Scale
1:400
Drawing Number
(A3)
18766 - C04
LEROY PALMER
RPEQ 5208
Amend
A
DP4
DP5
EG
EG
EG
DP6
EG
DP7
EG
DP8
EG
DP3
EG
DP9
DP1
DP2
EG
RIDGE
EG
DP10
DP17
EG
DP11
DP12
DP16
DP15
EG
EG
DP14
EG
EG
LEGEND
DP
DP18
DP19
EG
DP13
EG
DOWNPIPE
DENOTES DOWNPIPE. PROVIDE Ø100mm DWV PVC-U
CLASS SN4 PIPE UNO. REFER STORMWATER DETAILS
AND NOTES FOR FURTHER DOWNPIPE INFORMATION.
DENOTES EZIFORM 225 HALF ROUND GUTTER OR
APPROVED EQUIVALENT.
MINIMUM CROSS SECTIONAL AREA: 17,500mm2
ROOF DRAINAGE PLAN
AREA m2
Q5% L/s
DP1
8
DP2
86
EG
DOWNPIPE
AREA m2
Q5% L/s
0.5
DP11
50
3.1
5
DP12
3
0.2
DP3
2
0.1
DP13
33
2
DP4
36
2
DP14
96
6
DP5
64
4
DP15
92
6
DP6
56
4
DP16
38
2
DP7
64
4
DP17
2
0.1
DP8
20
1
DP18
6
0.4
DP19
6
0.4
DP9
21
1
DP10
38
3
CONSTRUCTION ISSUE
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
Amend
Date
A
28/10/24
Amendment Details
CONSTRUCTION ISSUE
By
GK
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
ROOF DRAINAGE PLAN
Designed
Certification
LAV
GK
Checked
LRP
Scale
1:100
Drawing Number
(A3)
18766 - C05
LEROY PALMER
RPEQ 5208
Amend
A
eS
eW
TP
eS
00
00
50
Ø150
43
eS
00
43
4.4
1980
3365
00
4.0
43
DENOTES EXISTING CONCRETE PAVEMENT TO REMAIN
DP
DENOTES PROPOSED GREY CONCRETE FOOTPATH.
BROOM FINISHED. REFER EXTERNAL PAVEMENT DETAILS
DENOTES Ø100mm PVC DOWNPIPE CONNECTED TO Ø100mm
STORMWATER PIPE AT MIN 1:100 GRADE UNO.
GP
DENOTES EVERHARD 300 SERIES STORMWATER PIT WITH CLASS B GRATE
GP2
DENOTES 450x450 PRE-CAST CONCRETE STORMWATER PIT WITH CLASS
B HINGED CAST-IN GRATE. INSTALL IN ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS.
GP3
DENOTES 600x600 PRE-CAST CONCRETE STORMWATER PIT WITH CLASS
D HINGED CAST-IN GRATE. INSTALL IN ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS.
RWT
DENOTES RAINWATER TANK. REFER WATER RETICULATION PLAN.
50
SURVEY NOTES:
T
T
1. NATURAL SURFACE CONTOURS REPRESENTED ON PLAN HAVE BEEN OBTAINED BY
OTHERS.
2. LEROY PALMER CONSULTING ENGINEERS DO NOT ACCEPT ANY RESPONSIBILITY FOR
ANY ERRORS AND/OR DISCREPANCIES IN THE EXISTING NATURAL SURFACE
CONTOURS AND SPOT LEVEL INFORMATION DEPICTED ON THIS DRAWING.
G
G
W
W
eSW
eSW
SW
SW
eS
eS
3965
2% GRADE
20850
3685
1.5% GRADE
ENTRY
5.5% GRADE
FOOTPATH
Date
A
28/10/24
Amendment Details
CONSTRUCTION ISSUE
DENOTES 450X450 PRE-CAST CONCRETE STORMWATER PIT WITH CLASS D
HINGED CAST-IN GRATE. INSTALL IN ACCORDANCE WITH MANUFACTURERS
WRITTEN INSTRUCTIONS
4970
EXISTING RETAINING WALL.
OPERATIONAL WORKS NOTE:
1. OBTAIN OPERATIONAL WORKS APPROVAL FROM SOUTH BURNETT REGIONAL COUNCIL
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
SERVICE LOCATION NOTE:
EXISTING SERVICE DEPTHS AND LOCATIONS TO BE CONFIRMED ON
SITE. SERVICE LOCATOR AND/OR POTHOLING MAY BE REQUIRED.
Amend
DENOTES EXISTING DIRECTION OF OVERLAND STORMWATER FLOW.
NEW RETAINING WALL.
NGL
FSL
SECTION THROUGH CROSSOVER - WESTERN EDGE
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
DENOTES PROPOSED DIRECTION OF OVERLAND STORMWATER FLOW.
0
E
DENOTES PROPOSED CONCRETE PAVEMENT.
REFER EXTERNAL PAVEMENT PLAN.
ELECTRICAL
TELECOMMUNICATIONS
GAS MAIN
WATER MAIN
EXISTING STORMWATER MAIN - COUNCIL
NEW STORMWATER MAIN - COUNCIL
NEW STORMWATER PIPEWORK - PRIVATE
EXISTING STORMWATER PIPEWORK - PRIVATE
SEWER MAIN
00
DENOTES PROPOSED GREY CONCRETE FOOTPATH.
BROOM FINISHED. REFER STRUCTURAL DRAWINGS
10.
BOUNDARY
1800
1.5% GRADE
GP2
R.L 433.900
IN I.L 432.930
OUT I.L 432.900
eSW
eS
DOWNPIPE LINES TO RAISE ON GROUND
AND DISCHARGE OVER SCREENED INLET.
434.000
GP
PROVIDE FROG FLAP TO
Ø150 RWT OUTLET PIPE.
R.L 434.000
IN I.L 433.200
OUT I.L 433.170
eSW
eS
434.050
00
5.5% GRADE
65
LEGEND - STORMWATER MANAGEMENT PLAN
E
TRANSITION POINT.
KI+150mm
MATCH EX. FOOTPATH LEVELS ON BOTH SIDES.
0.5% GRADE
DP
Ø150
4.1
4.
43 DP
Ø225
DP
434.100
1. ALL DRAINAGE WORKS TO COMPLY WITH THE RELEVANT SECTIONS OF AS/NZS-. BUILDER TO ACCURATELY LOCATE ANY EXISTING COUNCIL INFRASTRUCTURE AND
PUBLIC UTILITIES AND CONFIRM DEPTHS/HEIGHTS INCLUDING ANY THAT MAY NOT
BE SHOWN ON THIS DRAWING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
3. ANY CONFLICT WITH AN EXISTING SERVICE SHALL BE REFERRED TO THE ENGINEER
OR THE RELEVANT AUTHORITY FOR DETERMINATION.
4. DATUM HEIGHTS TO BE CONFIRMED ON SITE PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
SAW CUT AND BREAK OUT BACK
OF BARRIER KERB AND CHANNEL.
43
eSW
3.5
SHED
DP
RWT
GP2
R.L 433.400
I.L 432.900
165
43
eS
43
4.0
DP Ø150
634.100
.0
434
eS
Ø100
eS
4.2
00
43
43
PROPERTY BOUNDARY-
-
634.100
eSW
eW eW
GP2
R.L 434.000
IN I.L 433.400
OUT I.L 433.370
eSW
434.050
GENERAL NOTES:
PLAN INCLUDES COLOURED LINEWORK
AND IS TO BE PRINTED IN COLOUR.
50
00
eW eW
PROPERTY BOUNDARY
3.4
4.6
Ø150
GP2
R.L 434.200
I.L 433.700
DP
AC
DP
NOTE:
43
AC
DP
EX. WM
STORMWATER MANAGEMENT PLAN
DP
00
eSW
4.7
40
4.1
43
65
4.1
FFL 434.200
FPL 433.900
GP
R.L 433.950
I.L-
50
0
.25
4
43
3.3
eSW
-
43
eW eW
PP
4.0
43
00
4.1
43
eW eW
0
43
CHILDCARE CENTRE
DP
5
4.4
43
4.0
00
DP
25
4.0
eW eW
DATUM
SCREW IN CONCRETE
R.L 434.644
50
3.9
43
75
43
4.6
43
eW eW
55
4.8
43
DP
GP2
R.L 433.250
I.L 432.800
eS
eW
05
AC
GP2
R.L 433.250
IN I.L 432.550
OUT I.L 432.520
Ø150
eS
eS
4.5
00
4.7
43
5
.16
DP 434
DP
DP
eSW
EASEMENT BOUNDARY
43
4.0
eS
3. 8
50
DP
DP
eSW
0
43
00
3.9
43
0
4.4
43
eW
4.6
15
43
3.9
00
65
GP2
R.L 433.950
I.L 433.500
DP
PROVIDE KERB RAMP
AS PER AS1428.1
43
4.1
4.1
65
3. 9
43
00
DP
eSW
eSW
4.0
eW
43
4.6
25
75
4.7
4.6
43
43
43
ALFORD STREET
43
3.
Q10%=48L/s 500
Ø225
43
-
-
43
4.
0
43
43
eW
PP
43
eW
EX. WM
EX. STORMWATER MANHOLE
R.L 433.220 (SURVEY)
Ø225 IN I.L 432.500
OUT I.L 432.050 (SURVEY)
Q10%=74L/s
Ø300
EX. SHED
EX. SHED
GP2
R.L 433.400
IN I.L 432.630
OUT I.L 432.600
Ø150 PROPERTY BOUNDARY
GP2
R.L 433.650
IN I.L 433.020
OUT I.L 432.990
EASEMENT BOUNDARY VALLEY
eS
eW
DENOTES MAX. 200mm
HIGH GARDEN EDGE
Q10%=17L/s
GP2
R.L 433.800
IN I.L 433.200
PROPERTY BOUNDARY OUT I.L 433.170
GP3
R.L 433.850
I.L 433.350
43
EX. BUILDING
EX. DRIVEWAY CROSSOVER
TO BE REMOVED. REINSTATE
VERGE, KERB AND CHANNEL
TO MATCH SURROUNDING.
By
GK
CONSTRUCTION ISSUE
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
STORMWATER MANAGEMENT PLAN
Designed
Certification
LAV
GK
Checked
LRP
Scale
1:250
Drawing Number
(A3)
18766 - C06
LEROY PALMER
RPEQ 5208
Amend
A
INSPECTION NOTES:
1. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE A MINIMUM OF 24 HOURS
NOTICE TO THE ENGINEER PRIOR TO ANY INSPECTIONS.
2. NO TRENCHES ARE TO BE BACKFILLED WITHOUT THE ENGINEER SIGHTING AND
PROVIDING APPROVAL OF THE RELEVANT DRAINAGE COMPONENTS.
3. ALL STAGES OF THE DRAINAGE WORKS ARE TO BE SIGHTED AND APPROVED PRIOR
TO ANY CERTIFICATES BEING ISSUED. CERTIFICATION CANNOT BE PROVIDED IF
DRAINAGE COMPONENTS HAVE NOT BEEN INSPECTED BY THE ENGINEER.
4. ANY CHANGES MADE FROM THE ORIGINAL APPROVED DESIGN PLANS OR
DOCUMENTED INSTRUCTIONS MUST BE RE-INSPECTED BY THE ENGINEER DURING THE
CONSTRUCTION PHASE TO PROVIDED CERTIFICATION.
5. IF THE WORK CANNOT BE INSPECTED AND APPROVED, CERTIFICATION BY LEROY
PALMER CONSULTING CANNOT BE PROVIDED.
SURFACE RUNOFF TO BE FREE
DRAINING. ENSURE NO PONDING
OF STORMWATER OCCURS.
50mm FALL
FSL
BED, HAUNCH AND BACKFILL NOTES:
WITHIN FIRST 1000mm OF BUILDING
1. BEDDING, SIDE SUPPORT AND OVERLAY MATERIAL SHALL BE NATURALLY OCCURRING
GRAVELY SAND OR OTHER GRANULAR MATERIAL. IT SHALL GENERALLY BE AN
IMPORTED MATERIAL. IT SHALL BE FREE FROM COHESIVE MATERIAL, ROCK OR ANY
OTHER HARD OR SHARP OBJECTS AND BE FREE DRAINING.
2. THE EMBEDMENT MATERIAL SHALL BE PLACED IN LOOSE LAYERS NOT MORE THAN
200mm THICK AND COMPACTED TO NO LESS THAN 90% STANDARD R.D.D.
3. TRENCH BACKFILL SHALL BE MATERIAL EXCAVATED FROM THE TRENCH OR AN
IMPORTED MATERIAL WITH A MINIMUM CBR OF 15%. IT SHALL BE FREE FROM
BUILDERS WASTE, CONCRETE, ROCKS OR A SIMILAR MATERIAL GREATER THAN 75mm.
4. TRENCH BACKFILL SHALL BE PLACED IN LOOSE LAYERS NOT MORE THAN 200mm
THICK AND COMPACTED TO NO LESS THAN 95% STANDARD R.D.D IN SUCH A WAY
THAT THE PIPES ARE NEITHER DISLODGED OR DAMAGED.
PROVIDE V-DRAIN AS REQUIRED TO DIRECT
STORMWATER TO APPROVED DISCHARGE
POINT. MAXIMUM 1:75 GRADE TO V-DRAIN.
SITE SURFACE DRAINAGE SECTION
TYPICAL TO PERIMETER OF BUILDING
GRATED PIT NOTES:
1. GRATED PITS ARE TO BE POSITIONED PREFERABLY IN TURFED AREAS RATHER
THAN IN LANDSCAPED AREAS. IF POSITIONED IN LANDSCAPED AREAS ENSURE PIT
IS INSTALLED AT A SUITABLE HEIGHT TO CAPTURE SURROUNDING SURFACE RUNOFF
2. ENSURE POSITIVE, UNOBSTRUCTED STORMWATER SURFACE RUNOFF INTO PIT.
3. IF ANY PITS ARE FOUND TO BE INSTALLED INCORRECTLY THEN IT IS TO BE
RECTIFIED TO THE SATISFACTION OF THE ENGINEER AND REINSPECTED.
4. ALL GRATED PITS LOCATED IN THE DRIVEWAY TO BE PROVIDED WITH CLASS D
GALVANISED GRATES OR APPROVED EQUIVALENT UNO.
5. ALL MANHOLE LIDS OR SIMILAR LOCATED WITHIN THE DRIVEWAY TO BE PROVIDED
WITH CLASS D CAST IRON LIDS UNO.
6. ALL PITS TO BE BENCHED AS NECESSARY TO MINIMISE STORMWATER HEAD LOSSES
AND TO PREVENT THE PONDING OF WATER INSIDE THE PIT.
DOWNPIPE NOTES:
1. CONFIRM ALL DOWNPIPE LOCATIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO
THE COMMENCEMENT OF ANY CONSTRUCTION.
2. PROVIDE ABOVE GROUND FLEXIBLE CONNECTION BETWEEN THE DOWNPIPES AND
THE UNDERGROUND STORMWATER PIPES. PROVIDE APPROVED EXPANSION
JOINT, (STORMPLASTICS OR APPROVED EQUIVALENT) THAT ALLOWS 150mm OF
MOVEMENT. PROVIDE PVC ADAPTOR DOWNPIPE AS NECESSARY. PROVIDE 40mm OF
ABLEFLEX TO DOWNPIPE PENETRATIONS THROUGH DRIVEWAY/FOOTPATH SLAB.
3. ALL CHARGED DOWNPIPE PIPEWORK TO BE SOLVENT WELDED AND BE PRESSURE
TESTED TO THE SAME STANDARD AS A SEWER PIPE PRIOR TO BACKFILLING.
4. PROVIDE APPROVED SELF CLEANING RAINWATER HEADS TO ALL DOWNPIPES
DISCHARGING TO RAINWATER TANK AND RAINWATER TANK OVERFLOWS. MINIMUM
700mm ABOVE TANK INLET.
PIPEWORK NOTES:
1. ALL STORMWATER PIPEWORK TO BE Ø100mm DWV PVC-U CLASS SN6 UNO.
STORMWATER PIPEWORK BETWEEN Ø100-Ø225mm TO BE DWV PVC-U CLASS SN4 UNO.
2. ALL STORMWATER PIPEWORK LARGER THAN Ø225mm TO BE RIBBED PP PIPE
BLACKMAX OR APPROVED EQUIVALENT AT MINIMUM 1:100 GRADE.
3. ALL CHARGED PIPEWORK TO BE SOLVENT WELDED AND BE PRESSURE
TESTED TO THE SAME STANDARD AS A SEWER PIPE PRIOR TO BACKFILLING.
4. ALL STORMWATER PIPEWORK UNDER BUILDING SLAB OR FOOTINGS AND ANY
PIPEWORK LOCATED UNDER THE ROAD VERGE TO BE PVC-U CLASS PN12 UNO.
5. ALL STORMWATER PIPEWORK TO BE LAID AT A MINIMUM 1:100 GRADE UNO.
6. ANY DRAINAGE PIPEWORK PENETRATING FIRE RATED STRUCTURAL SLAB OR FIRE
WALLS ARE TO BE FITTED WITH FIRE STOP COLLARS IN ACCORDANCE WITH THE BCA.
CONSTRUCTION ISSUE
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
Amend
Date
A
28/10/24
Amendment Details
CONSTRUCTION ISSUE
By
GK
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
STORMWATER MANAGEMENT DETAILS
Designed
Certification
LAV
GK
Checked
LRP
Scale
(A3)
1:20
Drawing Number
18766
- C07
LEROY PALMER
RPEQ 5208
Amend
A
eW
TP
eS
DRIVEWAY
125mm THICK SLAB
SL82 MESH
30mm TOP COVER
N32 CONCRETE
FOOTPATHS
100mm THICK SLAB
SL72 MESH
30mm TOP COVER
N25 CONCRETE
eS
eW
EX. DRIVEWAY CROSSOVER TO
BE REMOVED. REINSTATE
VERGE, KERB AND CHANNEL TO
MATCH SURROUNDING.
PROPERTY BOUNDARY
eS
eW
WS
WS
WS
BK
ET
WS
ET
BK
WS
TR
TR
SJ
eS
SJ
CHILDCARE CENTRE
TR
SJ
ET
DJ
WS
WS
BK
BK
WS
WS
WS
BK
eS
DJ
TR
RWT
1800
eS
PROPERTY BOUNDARY
eSW
eW eW
PROVIDE CONTROL JOINTS TO
FOOTPATH AT LOCATIONS SHOWN.
EX. WATER METER TO BE REMOVED.
WORKS BY COUNCIL. ALLOW ALL COSTS.
SHED
eSW
eW eW
eS
DJ
DJ
WS
TR
PROVIDE KERB RAMP
AS PER AS1428.1
eS
WS
DJ
WS
BOL-CA
eSW
eW eW
BK
SJ
EXTERNAL PAVEMENT PLAN
INSPECTION NOTES:
NOTE:
1. PROVIDE THE ENGINEER WITH 24 HOURS NOTICE OF THE CONCRETE CROSSOVER
AND DRIVEWAY REINFORCEMENT BEING READY FOR INSPECTION. DO NOT POUR
CONCRETE WITHOUT THE APPROVAL OF THE ENGINEER.
PLAN INCLUDES COLOURED LINEWORK
AND IS TO BE PRINTED IN COLOUR.
LEGEND - EXTERNAL PAVEMENT PLAN
WS
DENOTES PROPRIETARY WHEEL STOP. REFER OTHERS.
TR
DENOTES THRESHOLD RAMP. REFER DETAILS.
DENOTES EXISTING CONCRETE PAVEMENT TO REMAIN
DOOR
FOOTPATH SLAB
DENOTES PROPOSED CONCRETE FOOTPATH. REFER
EXTERNAL PAVEMENT DETAILS
20
1:8 GRADE MAXIMUM.
DENOTES PROPOSED CONCRETE FOOTPATH. REFER
EXTERNAL STRUCTURAL DETAILS
35
MESH
150
110
5
40 R2
DENOTES PROPOSED CONCRETE CROSSOVER.
REFER PLAN AND EXTERNAL PAVEMENT DETAILS
280
SLAB
300
BARRIER KERB DETAIL
NEW RETAINING WALL.
THRESHOLD RAMP DETAIL
MARKED "TR" ON PLAN
EXISTING RETAINING WALL.
MARKED "BK" ON PLAN
E
Ø100x4.0 CHS BOLLARD
CONCRETE FILL CORE
MESH
150x150x12 PL
4 CFW
4M12 CHEMSET
75mm EMBEDMENT
1000
SAW CUT WITHIN 24 HRS OF
PLACING CONCRETE TO A DEPTH
OF 25mm. FILL WITH APPROVED
SEALANT. CUT AND REMOVE
EVERY SECOND WIRE.
SLAB
R16 DOWELS 400 LONG
AT 500 CENTRES.
GREASE AND WRAP
ONE END ONLY
10mm ABLEFLEX
AND SEALANT
MESH
FGL
175
200
SAWN JOINT
DOWEL JOINT
MARKED "SJ" ON PLAN
MARKED "DJ" ON PLAN
Amend
Date
A
28/10/24
Amendment Details
CONSTRUCTION ISSUE
By
GK
SLAB EDGE DETAIL
E
T
T
G
G
W
W
SW
SW
S
S
BUILDING TO RETAIN. REFER STRUCTURAL DRAWINGS
ELECTRICAL
TELECOMMUNICATIONS
GAS MAIN
WATER MAIN
STORMWATER MAIN
SEWER MAIN
OPERATIONAL WORKS NOTE:
300
300 300
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
eSW
SJ
SJ
BK
SJ
eSW
eW eW
WS
WM
TR
eS
ET
SJ
PP
TR
eS
BK
SJ
DJ
SJ
SJ
ET
DJ
6000
SJ
eSW
eW eW
1500
TR
eSW
eW
CROSSOVER
175mm THICK SLAB
SL82 MESH
30mm TOP COVER
N32 CONCRETE
PROPERTY BOUNDARY
eW
1500
SJ
DJ
TR
eSW
1800
DJ
TR
eS
DJ
SJ
ET
9250
eW
ALFORD STREET
WS
DJ
eSW
WS
DJ
SJ
eW
WS
DJ
eS
DJ
WM
PP
50mm CRUSHER
DUST OR SAND
COMPACTED
SUBGRADE
SLAB SECTION
MARKED "ET" ON PLAN
CLEAR AREA BOLLARD DETAIL
1. OBTAIN OPERATIONAL WORKS APPROVAL FROM SOUTH BURNETT REGIONAL COUNCIL
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
MARKED "BOL-CA" ON PLAN
CONSTRUCTION ISSUE
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
EXTERNAL PAVEMENT PLAN AND DETAILS
Designed
LAV
Certification
GK
Checked
LRP
Scale
1:250, 50, 10 (A3)
Drawing Number
18766 - C08
LEROY PALMER
RPEQ 5208
Amend
A
eS
eS
LOCATE AND CONNECT TO EX.
SEWER CONNECTION POINT.
APPROX I.L 432.180
(MEASURED)
EX. WM
eW
IO,EJ
VS
EJ
eS
eS
eS
PROPERTY BOUNDARY
eS
eS
eS
eS
eS
eW
PLAN INCLUDES COLOURED LINEWORK
AND IS TO BE PRINTED IN COLOUR.
NOTE
NOTE:
NEW RETAINING WALL.
1. ALL VENT PIPES SHALL TERMINATE AT 150mm ABOVE ROOF IN ACCORDANCE
WITH AS3500 UNLESS NOTED OTHERWISE.
2. CONTRACTOR SHALL VERIFY ALL INVERT LEVELS, SURFACE LEVELS AND COVER
OVER DRAINAGE LINES ARE CORRECT AND OBTAINABLE BEFORE COMMENCING
EXCAVATION.
3. BUILDER TO ACCURATELY LOCATE ANY EXISTING SERVICES AND CONFIRM
DEPTHS/HEIGHTS INCLUDING ANY THAT MAY NOT BE SHOWN ON THIS DRAWING
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALLOW TO EXCAVATE AND
EXPOSE EXISTING SERVICES AND CONNECTIONS TO VERIFY EXACT LOCATION
AND LEVEL OF SERVICES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
4. ANY CONFLICT WITH AN EXISTING SERVICE SHALL BE REFERRED TO THE
ENGINEER FOR DETERMINATION.
5. ALL DRAINAGE WORK IS TO BE IN ACCORDANCE WITH AS3500.2.
6. ALL DRAINAGE PIPEWORK IS TO BE LAID AT 1 IN 60 MINIMUM GRADE UNO.
7. ALL DRAINAGE PIPEWORK AND FITTINGS ARE TO BE DWV UPVC CLASS SN6 TO
AS1260 WITH SOLVENT WELDED JOINTS UNO.
8. ALL EXPOSED DRAINAGE PIPEWORK TO BE CHROME PLATED ON COPPER AND
FINISHED AT FLOORS WITH CHROME PLATED COVER PLATES.
9. INSPECTION OPENINGS TO BE PROVIDED AT MAXIMUM 30m SPACES.
10. ALL INSPECTION OPENINGS TO SURFACE IN TRAFFICABLE AREAS TO HAVE
HEAVY DUTY TRAFFICABLE COVER (BRASS CAP OR APPROVED EQUIVALENT) AND
FINISHED LEVEL AND FLUSH WITH THE FINISHED SURFACE LEVEL OF THE
DRIVEWAY. ALL INSPECTION OPENINGS TO SURFACE INTERNALLY TO BE CHROME
PLATED BRASS.
11. ANY DRAINAGE PIPEWORK PENETRATING STRUCTURAL SLAB OR FIRE WALLS TO
BE FITTED WITH FIRE STOP COLLARS IN ACCORDANCE WITH THE BCA.
12. WHERE NO REQUIREMENT BY THE DRAWINGS OR AS3500.2 IS GIVEN, GOOD
PRACTICE IS TO APPLY. IN ANY MATTER OF UNCERTAINTY THE LOCAL
AUTHORITY IS TO BE CONSULTED.
13. ALL TRADE WASTE PIPEWORK TO BE HDPE OR AN APPROVED EQUIVALENT IN
ACCORDANCE WITH THE LOCAL AUTHORITY.
EXISTING RETAINING WALL.
FOUNDATION DESIGN IS BASED ON "H2/P" SITE
CLASSIFICATION FROM SOIL TEST REPORT
CONDUCTED BY WAGNER CONTRACT DRILLING,
REFERENCE NUMBER J24/01, DATED 15/12/23.
Date
28/10/24
IOS,SJ,EJ RWT
EJ COS
eSW
IOS,SJ,EJ
FWG
WC
BN
CSK(TW)
TUB/WM(TW)
V(50)
SHED
GT
SK
SK
TD1
BB
TD3
PROPERTY BOUNDARY
NOTE:
A
AC
SK
eSW
eW eW
EX. WM
SK(TW) DW(TW)
SK(TW)
AC EJ ORG,SJ,EJ
TD2
SHR
V(50)
EJ
COS EJ,SJ,IOS
6.25m
Amend
FWG
TD1
EJ EJ,IOS
V(100)
1:250
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
BN
eSW
PROVIDE 50mm PVC CONDENSATE DRAIN
TO GRATED PIT LINE. REFER STORMWATER
MANAGEMENT PLAN. TYPICAL.
eW eW
5
FWG
BN
BN TD3 BN
SHR
FWG
V(50)
COS
WC WC WC
eSW
SS
eW eW
3.75
FFL 434.200
eSW
eW eW
2.5
CHILDCARE CENTRE
eSW
eW
1.25
IO,EJ
IOS,SJ,EJ
AC
BN
BN
TD3
BN
TD2
SK FWG
SCHEMATIC
0
IOS,SJ,EJ
WC
WC
WC
FWG
TD1
BB
SK
V(50) SK SK TD3
SJ,EJ
WC
SEWER DRAINAGE PLAN
1.25
EJ,COS
eSW
eW
ALFORD STREET
eW
EJ,IO
PP
EJ,IO
EJ
eSW
eSW
FU=86
Ø100
WM
eSW
eS
eW
TP
PROPERTY BOUNDARY
eW
COMPLIANT ORG
GRATE R.L 434.050
FSL 433.975
I.L 433.700
PROPERTY BOUNDARY
PP
EX. STORMWATER MANHOLE
R.L 433.220 (SURVEY)
I.L 432.050 (SURVEY)
E
E
T
T
G
G
W
W
eSW
eSW
S
eS
BUILDING TO RETAIN
ELECTRICAL
TELECOMMUNICATIONS
GAS MAIN
WATER MAIN
EXISITNG STORMWATER MAIN
NEW SEWER PIPEWORK - PRIVATE
EXISTING SEWER PIPEWORK - PRIVATE
NEW SEWER MAIN - COUNCIL
EXISTING SEWER MAIN - COUNCIL
S
eS
PLUMBING APPROVAL NOTE:
1. OBTAIN PLUMBING APPROVAL FROM SOUTH BURNETT REGIONAL
COUNCIL PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION
GREASE TRAP SIZING
DESCRIPTION
SEWER DRAINAGE SCHEDULE
DESCRIPTION
DETAILS
BN
BASIN (DN40 TO FWG & DN65 TO DRAIN)
AC
PROVIDE 100mm GRATED OUTLET FOR AC CONDENDATES
CSK
CLEANERS SINK (DN65 TO DRAIN)
CO
CLEAN OUT (DN100)
EPW
ELEVATED PIPEWORK (DN100)
FWG
FLOOR WASTE GULLY (DN65 TO DRAIN)
SHR
SHOWER (DN50 TO FWG OR DN65 TO DRAIN)
SK
SINK (DN65 TO DRAIN OR ORG)
TW
DENOTES TRADE WASTE FIXTURES
TUB/WM
LAUNDRY TUB/ WASHING MACHINE (DN50 TO FWG)
TTD
TRAPPED TUNDISH (DN50 TO DRAIN)
WC
WATER CLOSET (DN100 TO DRAIN)
ORG
OVERFLOW RELIEF GULLY (DN100)
NO.
SIZING (L)
V(50)
VENT (SIZE OF VENT)
DISHWASHER -LARGE
1
1200
IO
INSPECTION OPENING (DN100)
SINK - DOUBLE
1
300
GT
CLEANERS SINK
1
30
DENOTES 2000L GREASE TRAP. PROVIDE HALGAN
MGTS 2000 GREASE TRAP OR APPROVED EQUIVALENT
SINK - SINGLE
1
150
TD1
APPROVED IN WALL TUNDISH (DN50 TO DRAIN) FOR
RPZV ENCLOSURE. CONFIRM LOCATION ON SITE.
TUNDISH CONNECTION (UNTRAPPED DN25 TO DN50
WASTE) PIPE FROM HOT WATER SYSTEM SAFE TRAY.
INSTALL IN ACCORDANCE WITH AS/NZS-
APPROXIMATE GREASE TRAP SIZE
1650
TD2
LEGEND
SJ
DENOTES SWIVEL JOINT. REFER DETAIL.
EJ
DENOTES EXPANSION JOINT. REFER DETAIL.
TD3
APPROVED IN WALL TUNDISH (DN50 TO DRAIN) FOR
AC CONDENSATE LINE.AC: PROVIDE Ø100 GRATED
OUTLET FOR AC CONDENSATE.
CONSTRUCTION ISSUE
Amendment Details
CONSTRUCTION ISSUE
By
GK
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
SEWER DRAINAGE PLAN
Designed
Certification
LAV
GK
Checked
LRP
Scale
1:250
Drawing Number
(A3)
18766 - H01
LEROY PALMER
RPEQ 5208
Amend
A
APPROX- WITH NO IOS
SEWER PIPE
PENETRATION
FFL
MIN
100
APPROVED "SWIVEL
JOINT". REFER NOTES
SEWER MAIN OR
BRANCH LINE
LAGGING.
REFER NOTES
LAGGING.
REFER NOTES
NO PENETRATIONS THROUGH
BOTTOM 100mm OF FOOTING.
DEEPEN FOOTING IF REQUIRED.
EXPANSION JOINT ELEVATION
1
=
IOS
APPROX 800
IOS
APPROVED
"EXPANSION JOINT"
REFER NOTES
NOTES:
APPROX- WITH NO IOS
APPROX 650
1
=
SCOOP OUT TOP SECTION OF FOOTING
MAXIMUM 100mm. DEEPEN FOOTING
AND REINFORCEMENT LOCALLY TO
MAINTAIN FULL FOOTING DEPTH
APPROVED "EXPANSION
JOINT". REFER NOTES
MINIMUM 15 DEGREE BEND
SECTION
1
=
THROUGH OPTION
SECTION
SCOOP OPTION
EXPANSION JOINT DETAIL WITH 15° BEND AND IOS
SEWER PIPE
PENETRATION
APPROX 900
700 WITH NO IOS
APPROX 900
700 WITH NO IOS
FFL
IOS
APPROX 1100
IOS
MIN
100
APPROVED "SWIVEL
JOINT". REFER NOTES
SEWER MAIN OR
BRANCH LINE
LAGGING.
REFER NOTES
APPROVED
"EXPANSION JOINT"
REFER NOTES
LAGGING.
REFER NOTES
NO PENETRATIONS THROUGH
BOTTOM 100mm OF FOOTING.
DEEPEN FOOTING IF REQUIRED.
2
=
EXPANSION JOINT ELEVATION
APPROX 600
2
=
SCOOP OUT TOP SECTION OF FOOTING
MAXIMUM 100mm. DEEPEN FOOTING
AND REINFORCEMENT LOCALLY TO
MAINTAIN FULL FOOTING DEPTH
APPROVED "EXPANSION
JOINT". REFER NOTES
45 DEGREE BEND
SECTION
2
=
THROUGH OPTION
SECTION
SCOOP OPTION
1. THE FOLLOWING NOTES AND DETAILS PROVIDED ARE ONLY FOR ARTICULATION FOR SANITARY PLUMBING, DRAINAGE SHOULD BE READ IN
CONJUNCTION WITH AS3500, AS2870 AND ANY OTHER RELEVANT STANDARD AND OTHER REQUIREMENTS OF THE BCA.
2. TERMITE PROTECTION IS NOT SHOWN ON THESE DRAWINGS AS THERE ARE VARIOUS OPTIONS. REFER TO THE BUILDING DESIGNER.
3. ALL PIPEWORK INCLUDING STORMWATER FITTINGS AND ADAPTORS SHOULD BE PROTECTED FROM MECHANICAL DAMAGE.
4. THE USE OF CORRUGATED FLEXIBLE PVC PRODUCTS SHOULD BE AVOIDED AS THEY ARE NOT ABLE TO EXPAND TO ACCOMMODATE SOIL
MOVEMENT.
5. GRADES IN PIPEWORK ON M, H, AND E SITES SHOULD HAVE A MINIMUM GRADE OF 1:30 WITHIN 1.5m OF THE BUILDING AND 1:60 ELSEWHERE UNO.
6. PROVISIONS SHOULD BE MADE FOR THE CONNECTION OF OVERFLOW OR WATER DISCHARGE FROM FIXTURES SUCH AS H.W.S AND A.C TO A
DRAIN AS REQUIRED BY THE RELEVANT LOCAL AUTHORITY.
7. DETAIL AND SUPPORT OF TRAPS AT THE ORG TO BE CONSIDERED ON SITE, TO ALLOW FOR POTENTIAL MOVEMENTS INCLUDING ISOLATION AND
ARTICULATION ASSOCIATED WITH PATHS AND PAVEMENTS. THE ORG SHOULD BE CAST IN CONCRETE MONOLITHICALLY WITH THE FOOTING
SYSTEM ON CLASS H AND E SITES.
8. ALL PVC PIPEWORK PASSING HORIZONTALLY THROUGH CONCRETE MUST BE PROVIDED WITH LAGGING (COMPRESSIBLE FILLER). PROVIDE THE
MINIMUM THICKNESS IN ACCORDANCE WITH THE TABLE ON THIS PLAN.
9. EXPANSION AND SWIVEL JOINTS ARE TO BE APPROVED WATER MARKED PRODUCTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS
WRITTEN INSTRUCTIONS AND INSPECTED BY THE LOCAL AUTHORITY. MINIMUM EXPANSION AND ROTATION TO PROVIDED IN ACCORDANCE WITH
TABLE ON THIS PLAN.
10. SWIVEL JOINTS SHOULD NOT BE USED AS A BEND TO ACHIEVE CORRECT FALLS. THE JOINTS SHOULD BE SET IN A STRAIGHT LINE OF THE DRAIN
TO ALLOW MAXIMUM (+) OR (-) MOVEMENT. A MINIMUM 15 DEGREE BEND IS TO BE INSTALLED BEFORE SWIVEL JOINTS TO ACHIEVE MINIMUM
GRADES FROM THE FACE OF THE FOOTINGS. EXPANSION JOINTS ARE TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN
EITHER DIRECTION AND WRAPPED IN 200 MICRO POLYTHENE AND SEALED WITH PRESSURE SENSITIVE TAPE TO EXCLUDE SOIL PARTICLES.
11. THE SEPARATE SWIVEL AND EXPANSION JOINTS DETAILED ON THIS PLAN MAY BE REPLACED WITH A SWIVEL/EXPANSION COMBO JOINT
ENSURING IT PROVIDES THE SAME AMOUNT OF EXPANSION AND ROTATION CAPACITY.
12. THIS PLAN TOGETHER WITH THE SLAB AND FOUNDATION DOCUMENTATION IS TO BE SUPPLIED TO THE PLUMBER PRIOR TO THEIR PREPARATION.
13. WHERE A PIPE IS INSTALLED UNDERNEATH THE FOOTING A CLAY PLUG SHALL BE PROVIDED TO PREVENT WATER ENTERING BENEATH THE
FOOTINGS. BED AND BACKFILL THE PIPE WITH COMPACTED CLAY FOR THE FULL WIDTH OF THE FOOTING.
MINIMUM LAGGING REQUIREMENTS
SITE CLASS
M
H1
H2
E
P
MINIMUM LAGGING THICKNESS
20mm (10mm ABLEFLEX WRAPPED 2 TIMES OR EQ)
20mm (10mm ABLEFLEX WRAPPED 2 TIMES OR EQ)
40mm (10mm ABLEFLEX WRAPPED 4 TIMES OR EQ)
40mm (10mm ABLEFLEX WRAPPED 4 TIMES OR EQ)
40mm (10mm ABLEFLEX WRAPPED 4 TIMES OR EQ)
EXPANSION AND SWIVEL JOINT REQUIREMENTS
SITE CLASS
M
H1
H2
E
P
MINIMUM EXPANSION
N/A
75mm
75mm
100mm
75mm
ALLOWABLE ROTATION
N/A
15°
15°
15°
15°
EXPANSION JOINT DETAIL WITH 45° BEND AND IOS
DOWNPIPE
APPROVED "EXPANSION JOINT"
REFER NOTES. ENSURE EXPANSION JOINT
IS FITTED TIGHTLY IN VOID FORMER AND
IS NOT ENCASED IN CONCRETE.
100mm FIXTURE PIPE
OVERLAP PIPES MIN 150mm
AND PROVIDE SLIP JOINT SEAL
OR PROVIDE EXPANSION JOINT
APPROX- WITH NO IOS
FSL
DEPTH TO BOTTOM OF
TRENCH (VARIES)
FWG, BATH OR SHOWER
TO PLUMBING FIXTURE. PIPES
50mm AND UNDER DO NOT
REQUIRE EXPANSION JOINTS
FFL
APPROVED "SWIVEL EXPANSION
JOINT + BEND COMBO"
FLOOR WASTE OR SIMILAR TRAP
ENSURE PIPEWORK NOT
CONNECTED OR RESTRAINED
BY FOUNDATIONS
DOWNPIPE SLIP JOINT DETAIL
APPROVED "EXPANSION
JOINT". REFER NOTES
CLAY PLUG. REFER NOTES
MINIMUM 15 DEGREE BEND
X
ENSURE BOTTOM OF TRENCH
DOES NOT UNDERMINE FOOTING.
PROVIDE APPROVED "EXPANSION
JOINTS". REFER NOTES.
APPROVED "SWIVEL
JOINTS". REFER NOTES
SEPTIC TANK,
MANHOLE OR
SIMILAR
FSL
NOTE
ELEVATED
PIPEWORK
FOUNDATION DESIGN IS BASED ON "H2/P" SITE
CLASSIFICATION FROM SOIL TEST REPORT
CONDUCTED BY WAGNER CONTRACT DRILLING,
REFERENCE NUMBER J24/01, DATED 15/12/23.
Amend
Date
A
28/10/24
STUMPED FOUNDATIONS EXPANSION JOINT DETAIL
Amendment Details
CONSTRUCTION ISSUE
By
GK
Client:
PETRIE PROJECTS PTY LTD
SEWER PIPE
FLOOR FRAMING
FFL
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
1:1
EXCAVATION NEAR FOOTINGS
WALL FRAMING.
WAFFLE POD EXPANSION JOINT DETAIL
MA
45°
350
APPROVED "SWIVEL
JOINT". REFER NOTES
APPROX 1200
IOS
INSTALL IN LINE ON GRADE
DOUBLE ARTICULATION JOINT DETAIL
CONSTRUCTION ISSUE
Project:
Drawing Title:
Drawn
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
PLUMBING EXPANSION JOINT DETAILS
Designed
Certification
LAV
GK
Checked
LRP
Scale
(A3)
1:50
Drawing Number
18766
- H02
LEROY PALMER
RPEQ 5208
Amend
A
eS
eW
eS
eW
eS
eS
eS
PROPERTY BOUNDARY
eS
eS
SK(TW)
eS
C
HC HC
eS
RPZV
BN
eS
H
C
WC
TMV
TUB(TW)
WM(TW)
HC
H
CSK(TW)C
H
C
PUMP
1. OBTAIN PLUMBING APPROVAL FROM SOUTH BURNETT REGIONAL
COUNCIL. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION
TRADE WASTE METER NOTE:
1. IF INSTALLED VERTICALLY ENSURE TRADE WASTE METERS ARE MAXIMUM 1600
FROM FINISHED GROUND LEVEL AND METER DIGITS ORIENTATED THE CORRECT
WAY UP. UNO.
2. IF INSTALLED HORIZONTALLY ENSURE TRADE WASTE METERS ARE MAXIMUM
1200 FROM FINISHED GROUND LEVEL AND 300mm OF STRAIGHT PIPE EITHER
SIDE OF METER. UNO.
Amendment Details
CONSTRUCTION ISSUE
By
GK
PROVIDE DN20 RPZV AND CV's TO IRRIGATION
LINE. LOCATE ON EXTERNAL WALL IN AN
APPROVED LOCKABLE ENCLOSURE
RWT
SHED
DN25(TANK)
PROVIDE DN25 CONTROL VALVES AND VENTED DUAL CHECK VALVE
TO TANK TOP UP SUPPLY LINE . LOCATE ON FENCE OR FREE
STANDING SYSTEM IN APPROVED LOCKABLE ENCLOSURE.
2-DN20 TRADE
WASTE METERS
DN25 SUPPLEMENTARY TOWN WATER SUPPLY TO RAINWATER TANK.
PROVIDE APPROVED FLOAT VALVE OR APPROVED EQUIVALENT TO
MAINTAIN MINIMUM 1000 LITRES.
eS
PLUMBING APPROVAL NOTE:
PROVIDE CV's AND RPZV TO BOTH
SUPPLY LINE TO BABY BATHS. PROVIDE
IN WALL STAINLESS STEEL ENCLOSURE
SERIES SSRE BY ALL VALVE INDUSTRIES
OR APPROVED EQUIVALENT. TYPICAL
C
H SHR
GENERAL NOTE:
FSR
FIRE SERVICE RISER
1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH ALL PARTS OF AS3500.
2. ALL PIPE SIZES SHOWN REPRESENT NOMINAL PIPE DIAMETERS (DN) FOR
COPPER PIPES. THIS MAY REFER TO INTERNAL BORE FOR OTHER PIPE TYPES.
CONFIRM WITH MANUFACTURER AND TABLE 1.1 OF AS3500.1.
FH
FIRE HYDRANT
FHR
FIRE HOSE REEL
SHR
SHOWER
SK
SINK
COLD WATER SERVICES NOTE:
TW
DENOTES TRADE WASTE FIXTURES
1. ALL BELOW GROUND DOMESTIC SUPPLY TO BE PE CLASS PN12.5 PIPE OR AN
APPROVED EQUIVALENT.
2. ALL ABOVE GROUND DOMESTIC SUPPLY TO BE COPPER TUBING TYPE B OR AN
APPROVED EQUIVALENT.
3. ALL EXPOSED PIPEWORK, FITTINGS AND TAPWARE TO BE CHROME PLATED AND
FINISHED AT FLOORS AND WALLS WITH CHROME PLATED COVER PLATES.
4. REFER PLAN AND SCHEDULE FOR COLD WATER SERVICES PIPE SIZES.
TUB
LAUNDRY TUB
TVA
TEMPERING VALVE
WM
WASHING MACHINE
WC
WATER CLOSET
PUMP
APPROVED RAINWATER TANK PUMP. PUMP TO
PROVIDE RAINWATER SUPPLY TO PEDESTALS AND
EXTERNAL TAPS.
PUMP DUTY: 0.5L/s AT 20m HEAD
HOT WATER SERVICES NOTE:
1. ALL HOT WATER LINES TO BE TYPE 'B' COPPER TUBING OR AN APPROVED
EQUIVALENT.
2. ALL EXPOSED PIPEWORK, FITTINGS AND TAPWARE TO BE CHROME PLATED AND
FINISHED AT FLOORS AND WALLS WITH CHROME PLATED COVER PLATES.
3. ALL HOT WATER LINES TO BE INSULATED IN ACCORDANCE WITH AS3500.4.
4. ALL THERMOSTATIC MIXING VALVES TO ENWARE AQUA BLEND MODEL NO. 1500 OR
AN APPROVED EQUIVALENT SET TO 45°C DELIVERY TEMPERATURE AND
INSTALLED IN A STAINLESS STEEL CONTROL BOX WITH LOCKABLE COVER TO
MANUFACTURERS WRITTEN INSTRUCTIONS UNO.
5. ALL TEMPERING VALVES TO BE SET TO 50°C DELIVERY TEMPERATURE
INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS UNO.
6. ALL INTERNAL CONTROL VALVES TO BE INSTALLED IN THE CEILING SPACE
ABOVE OR ADJACENT AN ACCESS PANEL.
7. HOT WATER UNITS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
WRITTEN INSTRUCTIONS AND AS3500.4 AND LOCAL AUTHORITY REQUIREMENTS.
WC WC WC
HWU-1
DENOTES HOT WATER UNIT. PROVIDE STIEBEL
ELTRON DHE 27 AU ELECTRIC WATER HEATER OR
APPROVED EQUIVALENT. INSTALL WITH
MANUFACTURERS WRITTEN INSTRUCTIONS.
HWU-2
DENOTES HOT WATER UNIT. RHEEM HEAVY DUTY
ELECTRIC WATER HEATER-50L-613050 WITH 3x3.6kW
ELEMENTS OR APPROVED EQUIVALENT. INSTALL
WITH MANUFACTURERS WRITTEN INSTRUCTIONS.
RWT
eSW
eW eW
1. HOSE COCK LOCATIONS TO BE CONFIRMED WITH OWNER.
2. MINIMUM PIPE SIZE TO HOSE COCKS TO BE DN25.
3. EXTERNAL HOSE COCKS TO BE PROVIDED WITH VACUUM
BREAKERS UNLESS INSTALLED WITH RPZV OR OTHER
HIGHER RATED BACKFLOW PREVENTION DEVICE.
C
H BB
HC H C H C HC SHR
eSW
PROVIDE DN20 CV's AND RPZV TO BOTH SUPPLY
LINES TO DW. NOT REQUIRED IF THE DW IS NOT
CHEMICALLY INJECTED. LOCATE ON EXTERNAL
WALL IN AN APPROVED LOCKABLE ENCLOSURE.
SK
eSW
eW eW
HOSE COCK NOTE:
Date
SK HC
HWU-1
SK HC
eSW
eW eW
PLAN INCLUDES COLOURED LINEWORK
AND IS TO BE PRINTED IN COLOUR.
28/10/24
TMV
eSW
eW eW
NOTE:
A
TMV
DN25(DOM)
HWU-2
6.25m
Amend
H
BN C
C
H DW
DW(TW)
SK(TW)
PP
1:250
* COPYRIGHT *
THE CONTENTS AND INFORMATION
CONTAINED IN THIS DOCUMENT ARE
THE COPYRIGHT OF LEROY PALMER
CONSULTING ENGINEERS. USE OR
DUPLICATION OF THIS DOCUMENT IN PART
OR IN FULL WITHOUT THE WRITTEN
PERMISSION OF LEROY PALMER
CONSULTING ENGINEERS PTY LTD
CONSTITUTES AN INFRINGEMENT OF
COPYRIGHT.
HC
SK
eSW
eW eW
5
BN
HC
SK
eSW
eW eW
3.75
CHILDCARE CENTRE
eSW
eW
2.5
CH
TMV
H
SCHEMATIC
1.25
BB
DN32(DOM)
eW
PROVIDE DN20 RPZV AND CV's TO HC
LINE. LOCATE ON EXTERNAL WALL IN
AN APPROVED LOCKABLE ENCLOSURE
WATER RETICULATION PLAN
0
SK
C
H SK
HC(TW)
1.25
WC
WC
WC
CH
WC
PROPERTY BOUNDARY
EX. WATER METER TO BE REMOVED.
WORKS BY COUNCIL. ALLOW ALL COSTS.
HC
eSW
C
H BN
C
H BN
C
H BN
PROVIDE CV's AND RPZV TO BOTH SUPPLY LINE TO
ACCESSIBLE SHOWER. PROVIDE IN WALL STAINLESS
STEEL ENCLOSURE SERIES SSRE BY ALL VALVE
INDUISTRIES OR APPROVED EQUIVALENT. NOT REQUIRED
IF SHOWER ROSE DOES NOT TOUCH TOILET PAN
SS
eSW
eSW
CONFIRM EX. WATER METER SIZE. EX. WATER METER TO
BE UPGRADED IF REQUIRED TO DN25 BASED ON PSFR
OF 1.2L/s AND ASUMED STATIC PRESSURE OF 500kPa.
CONFIRM ON SITE.
eW
ALFORD STREET
eSW
RISE ON WALL AND CROSS AT HIGH LEVEL. PROVIDE CV
ON RISER OR IN CEILING. PROVIDE PRV IF STATIC
PRESSURE EXCEEDS 500 kPa. CONFIRM ON SITE. TYPICAL
eS
eW
PP
DN32(DOM)
EX. WM
PROVIDE CONNECTION FOR ARBOUR MISTER.
CONFIRM REQUIREMENT WITH LANDSCAPER.
REFER LANDSCAPER FOR
IRRIGATION LINE REQUIREMENTS.
PROPERTY BOUNDARY
PROPERTY BOUNDARY
TP
WATER RETICULATION SCHEDULE
DESCRIPTION
DETAILS
BRANCHES WITH
ONE FIXTURE
15mm DIAMETER (DN15)
COPPER TUBE-MAX 3.0m LENGTH
BRANCHES WITH
ONE FIXTURE
18mm DIAMETER (DN18)
COPPER TUBE-MAX 6.0m LENGTH
BRANCHES WITH TWO
OR MORE FIXTURES
20mm DIAMETER (DN20)
COPPER TUBE
C
H
C
H
HOSE COCK
COLD WATER FIXTURE
HOT WATER FIXTURE
COLD WATER FIXTURE (TW)
HOT WATER FIXTURE (TW)
BN
BASIN
BT
BATH TUB
CWR
COLD WATER RISER
CV
CONTROL VALVE
CSK
CLEANERS SINK
DCV
DUAL CHECK VALVE
DBCV
DOUBLE CHECK VALVE
F
FRIDGE
DENOTES KINGSPAN 6000L SLIMLINE ABOVE
GROUND RAINWATER TANK OR APPROVED
EQUIVALENT.
NOTE:
1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH ALL PARTS OF AS3500.
CONSTRUCTION ISSUE
Client:
Project:
Drawing Title:
Drawn
PETRIE PROJECTS PTY LTD
PROPOSED CHILDCARE CENTRE
101 ALFORD STREET
KINGAROY
WATER RETICULATION PLAN
Designed
Certification
LAV
GK
Checked
LRP
Scale
1:250
Drawing Number
(A3)
18766 - H03
LEROY PALMER
RPEQ 5208
Amend
A