Post on 21-May-2020
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WM
FBV
GMA
SWITCHROOM
PUMPROOM
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date:
Landscape Architect:
Drawn: AHDesigned: AJ Check: JD
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
Consultant:
Client:
05.09.16
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
TITLE SHEET
AS SHOWN @ A1
LT01 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
DRAWING REGISTER
LANDSCAPE PLANS AND DETAILS
DWG NO. DRAWING TITLE ISSUE
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
70% TENDER ISSUE
ORAN PARK TOWN CENTRE - LIBRARY SOUTH CONTEXT PLAN
1:1000 @ A1
02
LT01 TITLE SHEET B
LV01 SERVICES PLAN B
LL01 SETOUT AND LEVELS PLAN B
LF01 FINISHES PLAN B
LJ01 JOINTING PLAN B
LP01 PLANTING PLAN B
LS01 LANDSCAPE SECTIONS B
LD01 LANDSCAPE DETAILS 1 B
LD02 LANDSCAPE DETAILS 2 B
LD03 LANDSCAPE DETAILS 3 B
LD04 LANDSCAPE DETAILS 4 A
ORAN PARK LOCALITY PLAN
NTS
01
MAIN STREET
C
E
N
T
R
A
L
A
V
E
N
U
E
ORAN PARK
TOWN PARK
FUTURE RECREATION
CENTRE + POOL
LIBRARY
COUNCIL
ADMINISTRATION
BUILDING
50m20100
IRRIGATION PLANS AND DETAILS
M
A
I
N
S
T
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E
E
T
ELECTRICAL CONSULTANT PLANS AND DETAILS
CIVIC
PLAZA
NOTES:
THESE DOCUMENTS ARE TO BE READ IN CONJUNCTION WITH JMD DESIGN NORTH SOUTH PROMENADE STAGE 2,
CIVIC PLAZA AND LIBRARY NORTH, LIBRARY AND LIBRARY CARPARK.
THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH:
ARCHITECTURAL: BREWSTER HJORTH ARCHITECTS
STRUCTURAL: HENRY & HYMAS
CIVIL: HENRY & HYMAS
HYDRAULIC: INSYNC SERVICES
ELECTRICAL: SIMPSON KOTZMAN
JMD DRAWINGS AND STANDARD INFORMATION BASED ON A COMMON DATABASE UTILISING ORAN PARK TOWN PROJECT SITE
COORDINATE SYSTEM BY JOHN M. DALY & ASSOCIATES PTY LTD. ALL SETOUT TO BE COORDINATED WITH ARCHITECTURAL, CIVIL,
STRUCTURAL, HYDRAULIC AND ELECTRICAL DOCUMENTATION
REFER HENRY & HYMAS DOCUMENTATION FOR STORMWATER, DRAINAGE, SEDIMENT AND EROSION CONTROL PLANS
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH CAMDEN COUNCIL'S ENGINEERING DESIGN AND ENGINEERING CONSTRUCTION
SPECIFICATION AND TO THE REQUIREMENTS OF THE CERTIFYING AUTHORITY
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DWG NO. DRAWING TITLE ISSUE
EL - 001 DRAWING LIST AND SITE PLAN P4
EL - 002 LEGEND AND GENERAL NOTES P5
EL - 101 LIGHTING AND ELECTRICAL LAYOUT SHEET 1 P5
EL - 110 LIGHTING DETAIL SHEET 1 P4
EL - 301 SINGLE LINE DIAGRAM AND MAIN SWITCHBOARD ELEVATION P4
DWG NO. DRAWING TITLE ISSUE
JMD_CP_1603_02 AUTOMATIC IRRIGATION SYSTEM A
CIVIL CONSULTANT PLANS AND DETAILS
DWG NO. DRAWING TITLE ISSUE
C000 COVER SHEET, DRAWING SCHEDULE,
NOTES & LOCALITY PLAN A
C001 GENERAL SITE PLAN A
C100 GENERAL ARRANGEMENT PLAN A
C200 STORMWATER MISCELLANEOUS DETAILS & PIT LID SCHEDULE A
SE01 SEDIMENT & EROSION CONTROL PLAN A
SE02 SEDIMENT & EROSION CONTROL TYPICAL DETAIL A
LIBRARY NORTH
LIBRARY
CARPARK
COUNCIL
ADMINISTRATION
CARPARK
LEGEND
EXTENT OF WORKS
SS
SUBSURFACE DRAINAGE AS SPECIFIED
PIT. REFER PIT SCHEDULE
EXISTING SEWER LINE
LIGHT POLE BY OTHERS. REFER ELECTRICAL
CONSULTANTS DOCUMENTATION
SW
STORMWATER DRAINAGE AS SPECIFIED
EXISTING WATER MAIN
FLUSH POINT TO SUBSURFACE
DRAINAGE AS SPECIFIED
EXISTING SEWER PIT
PIT 1
PROPOSED POTABLE WATER BY OTHERS.
OUTSIDE SCOPE OF WORK
IRRIGATION BY OTHERS. REFER IRRIGATION
CONSULTANTS DOCUMENTATION
5C
32
LED STRIP LIGHT LUMINAIRE BY OTHERS. REFER
ELECTRICAL CONSULTANTS DOCUMENTATION
ELV ELV ELV
E E E E
PROPOSED ELECTRICITY BY OTHERS. REFER
ELECTRICAL CONSULTANTS DOCUMENTATION
ELECTRICAL PIT BY OTHERS. REFER
ELECTRICAL CONSULTANTS DOCUMENTATION
EXISTING STREET LIGHT POLE
APPROXIMATE LOCATION OF LIGHT POLE BY
OTHERS OUTSIDE SCOPE OF WORK
APPROXIMATE LOCATION OF IRRIGATION
CONTROL AND WATER METER BY OTHERS
OUTSIDE SCOPE OF WORK
C C C C
UL2
UP LIGHT BY OTHERS. REFER ELECTRICAL
CONSULTANTS DOCUMENTATION
INDICATIVE CONDUIT LOCATION
CONDUIT
EVENT POWER ELECTRICAL BOLLARD. REFER
ELECTRICAL CONSULTANTS DOCUMENTATION
150 UPVC
STORMWATER PIPE BY OTHERS. REFER
ENGINEERS DOCUMENTATION
NOTES:
TO BE READ IN CONJUNCTION WITH
HYDRAULIC, ELECTRICAL AND CIVIL
ENGINEERS PLANS.
CE
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ELV
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ELV
ELV
ELV
ELV
ELV
EE
EE
EE
E
S
S
REFER TO NORTH SOUTH PROMENADE
STAGE 1 DOCUMENTATION FOR
IRRIGATION CONNECTIONS
S
S
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ELVELV
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REFER TO COUNCIL ADMIN
BUILDING DOCUMENTATION
BY OTHERS FOR
ELECTRICITY CONNECTION
CONDUIT
CONNECT IRRIGATION TO
NORTH SOUTH PROMENADE
STAGE 1 THROUGH CONDUIT
PIT NO.1 REFER
TO PIT SCHEDULE
3232
3232
32
32
3232
3232
3232 32
32
5050
5050
3232
32
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7C7C
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32 32 32 32 32 32 32 32 32
32
3232
3232
3232
32 32 32 3232
32
32
505050 150 U
PV
C
150 UPVC
1
5
0
U
P
V
C
CONTRACTOR TO CONFIRM
LOCATION OF ADDITIONAL
PITS PRIOR TO PAVING WORKS
SERVICES BY OTHERS INCLUDING:
LIBRARY GAS RETICULATION AND
METER, LIBRARY WATER METER
AND BACKFLOW DEVICE
CONNECT DRAINAGE
TO PIPEWORK
PL4
PL4PL4
PL4
PL4
PL4
UL2
UL2 UL2
UL2
UL2
UL2
UL2
UL2
PL4
PL4
PIT 2
PIT
3
S
W
S
S
REFER TO NORTH SOUTH PROMENADE
STAGE 1 DOCUMENTATION FOR
IRRIGATION CONNECTIONS
S
S
S
S
S
S
S
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S
S
S
S
S
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SW SW SW SW SW SW SW SW
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SW
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SW
SW
SW
SW
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EE
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ELVELV
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CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
C
ELV
ELVELV
ELVELV
ELVELV
E
E
E
EEEEEEEEEEE
E
E E
E
REFER TO COUNCIL ADMIN
BUILDING DOCUMENTATION
BY OTHERS FOR
ELECTRICITY CONNECTION
32 32 32 32 32 32 32 32 32
32
3232
3232
3232
32 32 32 3232
32
32
505050 150 U
PV
C
150 UPVC
P
IT
4
P
IT
5
P
IT
6
1
5
0
U
P
V
C
SERVICES BY OTHERS INCLUDING:
Landscape Architect:
Drawn: AH/ISDesigned: AJ Check: JD
Key plan:
Client:
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
05.09.16
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
Consultant:
SERVICES PLAN
1:200 @ A1
LV01 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
10m420
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date:
+ 88.95
LEGEND
88.40
PROPOSED CONTOURS (0.1m INTERVALS)
PROPOSED FINISHED LEVEL
PROPOSED BOTTOM OF WALL HEIGHT+BW89.30
NOTE: 2D CAD DWG BASE PROVIDED TO CONTRACTOR AT
CONSTRUCTION ISSUE FOR ON SITE SETOUT.
NO 3D (TIN/DTM) PROVIDED.
TO BE READ IN CONJUNCTION WITH CIVIL PLANS.
EXTENT OF WORKS
88.40
DESIGN CONTOURS (0.1m INTERVALS) FOR
WORK OUTSIDE CONTRACT AREA
DESIGN FINISHED LEVEL BY OTHER
FFL 98.60
CE
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CE
NT
RA
L A
VE
NU
E
9
8
.
5
0
9
8
.
4
7
FINAL LEVELS OF THE LIBRARY
SOUTH TO BE CO-ORDINATED WITH
THE ADJACENT COUNCIL ADMIN
BUILDING
B
W
9
8
.
4
3
01
LS
01
27620
NO
M
2400
2100
6
2
4
8
2
3
5
0
5
1
5
0
2
8
0
0
4
1
0
0
3
0
0
0
3
0
0
0
FINAL LEVELS OF THE LIBRARY
SOUTH TO BE CO-ORDINATED WITH
THE ADJACENT LIBRARY BUILDING
BW98.58
98.61
B
W
9
8
.
6
0
B
W
9
8
.
5
8
B
W
9
8
.
5
7
B
W
9
8
.
5
9
BW98.56
02
LS01
FINAL LEVELS OF THE LIBRARY SOUTH
TO BE CO-ORDINATED WITH THE
ADJACENT LANEWAY PAVING WORKS
2500
8000
98.73 98.73
98.48
98.44
98.45
98.67
98.53
98.54
98.62
98.63
98.67
98.55
98.72
NO
M 6000
NOM 31200
EXACT SETOUT OF GARDEN BEDS TO BE
CO-ORDINATED WITH COURSING OF
TYPE A + B PAVERS TO ENSURE GARDEN
ALIGNS WITH WHOLE PAVER COURSES
EXTENT OF WORKS TO
ALIGN WITH WHOLE
PAVER COURSES
9
8
.
4
7
27620
NO
M
24
00
21
00
6
2
4
8
2
3
5
0
5
1
5
0
2
8
0
0
4
1
0
0
3
0
0
0
3
0
0
0
BW98.58
98.61
B
W
9
8
.
6
0
B
W
9
8
.
5
8
B
W
9
8
.
5
7
B
W
9
8
.
5
9
BW98.56
02
LS01
2500
80
00
98.73 98.73
98.48
98.44
98.45
98.67
98.53
98.54
98.62
98.63
98.67
98.55
98.72
NO
M 6
00
0
NOM 31200
10m420
Consultant:
Landscape Architect:
Drawn: AH / ISDesigned: AJ Check: JD
Engineer:
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
Key plan:
Consultant:
SETOUT AND LEVELS PLAN
1:200 @ A1
LL01 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
LEGEND
EXTENT OF WORKS
PROPOSED TREES, REFER
PLANTING PLAN
PAVING TYPE 'A' - 1000 x 300 x 40mm: SAM STONE
'SESAME GREY' GRANITE PAVING AS DETAILED
AND SPECIFIED
SE1
BE
MASS PLANTING AS DETAILED AND
SPECIFIED. REFER PLANTING PLAN
ROOT CONTROL BARRIER AS SPECIFIED
STEEL EDGE TYPE 1 AS DETAILED AND SPECIFIED
BIN ENCLOSURE AS DETAILED AND SPECIFIED
W1
PRECAST SEATING WALL AS DETAILED AND
SPECIFIED. REFER WALL SCHEDULE THIS PAGE
TREES INCLUDED IN OTHER
SCOPE OF WORKS
TYPE 'B' PAVER - 400 x 400 x 40mm: SAM STONE
'RAVEN BLACK' AS DETAILED AND SPECIFIED
PL4
LIGHT POLE BY OTHERS. REFER LIGHTING
CONSULTANTS DOCUMENTATION
// // // //
PLANT PROTECTION FENCE AS DETAILED AND
SPECIFIED
ST2
SEAT TYPE 2 (ST2) AS DETAILED AND SPECIFIED
FLAG POLE AS DETAILED AND SPECIFIED
F
500mm WIDE COLOURED INSITU CONCRETE EDGE
FLUSH WITH GROUND AS DETAILED AND SPECIFIED
PIT. REFER SERVICES PLAN
UP LIGHT BY OTHERS. REFER LIGHTING
CONSULTANTS DOCUMENTATION
UL2
NOTES
HATCH SHOWN AS PATTERN ONLY.
DETAILS OF PAVING JUNCTIONS AND
INTERSECTION TO FOLLOW. DETAIL
AS SHOWN SHEET LD04
CE
NT
RA
L A
VE
SE1
SE
1S
E1
SE
1S
E1
SE
1
SE1 SE1
SE1
SE
1
SE1
SE
1S
E1
SE
1
SE1
SE
1S
E1
SE1
SE1
SE
1S
E1
SE1
SE1
SE
1
SE1
SE
1S
E1
SE
1S
E1
SE
1S
E1
SE
1S
E1
SE
1S
E1
SE1 SE1 SE1
CE
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NU
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SE
1S
E1
SE1
SE
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
FFF F
PLAN CONSTRUCTION WORKS TO
ENSURE SEAMLESS PAVING FINISH
BETWEEN LIBRARY SOUTH AND
ADJACENT COUNCIL ADMIN BUILDING
PAVING WORK
//
//
// // // //
//
//
// //
//
PLAN CONSTRUCTION WORKS TO
ENSURE SEAMLESS PAVING FINISH
BETWEEN LIBRARY SOUTH AND LIBRARY
BUILDING PAVING WORK
//
//
//
//
//
//
//
//
//
//
/
/
//
//
//
//
//
//
//
//
////
PLAN CONSTRUCTION WORKS TO
ENSURE SEAMLESS PAVING FINISH
BETWEEN LIBRARY SOUTH AND
ADJACENT LANEWAY PAVING WORK
01
LD01
03
LD02
05
LD02
03
LD01
07
LD02
01
LD02
04
LD02
08
LD02
09
LD02
06
LD02
02
LD02
B
E
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
PL4
PL4PL4
FFF
PL4
PL4
PL4
F
UL2
UL2 UL2
UL2
UL2
UL2
UL2
UL2
ST2
ST2
ST2
ST2
ST2
ST2
PL4
PL4
//
/
/
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
////
01
LD01
03
LD02
04
LD02
06
LD02
10m420
Landscape Architect:
Drawn: AH/ISDesigned: AJ Check: JD
Key plan:
Client:
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
05.09.16
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
Consultant:
FINISHES PLAN
1:200 @ A1
LF01 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date:
CE
NT
RA
L A
VE
NU
E
FINAL JOINTING LAYOUT OF LIBRARY SOUTH
TO BE CO-ORDINATED WITH THE ADJACENT
COUNCIL ADMIN BUILDING PAVING WORKS
FINAL JOINTING LAYOUT OF LIBRARY SOUTH
TO BE CO-ORDINATED WITH THE ADJACENT
LIBRARY BUILDING PAVING WORKS
05
LD01
CJB
FINAL JOINTING LAYOUT OF LIBRARY SOUTH
TO BE CO-ORDINATED WITH THE ADJACENT
LANEWAY PAVING WORKS
ENSURE FLAG POLES HAVE AN
ISOLATION JOINT TO UNIT PAVING.
REFER TO DETAIL 02/LD02
01
LD03
CJB
CJB
CJB
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
CJB
CJB
CJB
CJB
CJB
CJB
CJB
CJB
CJB
CJB
CJB
CJB
EJ
EJ
EJ
EJ
CJB
EJ
CJB
CJB
CJB
EJ
EJ
EJ
CJB
CJB
CJB
EJ
EJ
EJ
EJ
EJ
CJB
CJB
CJB
EJEJEJEJEJEJ
CJB CJB CJB
CJB CJB CJB
CJB CJB
EJ EJ EJ
EJEJ
CJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJB
CJB
EJEJEJEJEJEJEJEJEJEJEJEJEJEJ
EJ
EJ
EJ
CJB
CJB
CJB
CJB
CJB
CJB
EJ
EJ
EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
EJEJEJEJEJEJ
C
J
B
C
J
B
E
J
C
J
B
C
J
B
E
J
BASE SLAB TO BE COMPLETE ON
OUTER EDGE WITH DOWEL SLEEVE
TO ENGINEERS DETAILS
IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
CJB
CJB
CJB
CJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJB
CJB
CJB
CJB
CJB
EJ
CJB
CJB
CJB
LEGEND
EJ
EXPANSION JOINT AS DETAILED
AND SPECIFIED
EXTENT OF WORKS
PAVING TYPE 'A' - 1000 x 300 x 40mm: SAM STONE
'SESAME GREY' GRANITE PAVING AS DETAILED
AND SPECIFIED
CJB
CONTRACTION JOINT TO UNIT PAVING CONCRETE
BASE SLAB AS DETAILED AND SPECIFIED
TYPE 'B' PAVER - 400 x 400 x 40mm: SAM STONE
'RAVEN BLACK' GRANITE PAVING AS DETAILED
AND SPECIFIED
CIVIC PAVING - 400 x 600 x 40mm: SAM STONE
'SESAME GREY' GRANITE PAVING, AS DETAILED
AND SPECIFIED
NOTES
INDICATIVE JOINTING PLAN TO MATCH WITH
ADJACENT LIBRARY AND NORTH SOUTH
PROMENADE 2
LOCATION OF ALL PAVING JOINTS TO BE
CONFIRMED ON SITE WITH SUPERINTENDENT
FOLLOWING REGIEW OF PAVING SHOP DRAWINGS
PROVIDE WHOLE OR PURPOSE MADE PAVERS AT
MARGINS WHERE PRACTICABLE, OTHERWISE SET
OUT TO GIVE EQUAL MARGINS OF CUT PAVERS
HATCH SHOWN AS PATTERN ONLY. DETAILS OF
PAVING JUNCTIONS AND INTERSECTION TO
FOLLOW. DETAIL AS SHOWN SHEET LD04
IJ
ISOLATION JOINT AS SPECIFIED
CE
NT
RA
L A
VE
CJB
ENSURE FLAG POLES HAVE AN
ISOLATION JOINT TO UNIT PAVING.
REFER TO DETAIL 02/LD02
CJB
CJB
CJB
EJ
EJ
EJ
EJ
EJ
EJ
EJ
CJB
EJ
CJB
CJB
CJB
EJ
EJ
EJ
CJB
CJB
CJB
EJ
EJ
EJ
CJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJB
EJEJEJEJEJEJEJEJEJEJEJEJEJEJ
EJ
EJ
EJ
CJB
CJB
CJB
CJB
CJB
CJB
EJ
EJ
EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
EJEJEJEJEJEJ
C
J
B
C
J
B
E
J
C
J
B
C
J
B
E
J
IJ IJ IJ IJ IJ IJ IJ IJ IJ IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ
CJB
CJB
CJB
CJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJBCJB
CJB
CJB
CJB
10m420
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
Consultant:
Landscape Architect:
Drawn: AH / ISDesigned: AJ Check: JD
Engineer:
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
CONSTRUCTION ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
Key plan:
Consultant:
JOINTING PLAN
1:200 @ A1
LJ01 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
LEGEND
EXTENT OF WORKS
TREE AS DETAILED AND SPECIFIED
TREES INCLUDED IN OTHER
SCOPE OF WORKS
CE
NT
RA
L A
VE
CE
NT
RA
L A
VE
NU
E
SE
1
SE
1
PC
PC
PC
PC
PC
PC
9 PX
22 PM
34 RO
33 PM
24 PX
15 LE
15 PM
24 PM
22 PX
6 PM
15 LE
32 RO
27 PM
25 LE
42 LE
44 RO
42 LE
35 RO
PC
PC
32 RO
10m420
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date:
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
Consultant:
Landscape Architect:
Drawn: AH/ISDesigned: AJ Check: JD
Key plan:
Client:
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
05.09.16
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date:
PLANTING PLAN
1:200 @ A1
LP01 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
PLANTING NOTES:
- ALL GRASSES TO BE PLANTED 0.75m OFF PATHS
98.00
98.50
99.00
99.50
98.00
98.50
99.00
99.50
110.80
98.80
110.00
X
r
e
f
N
:
\
P
R
O
J
E
C
T
S
\
L
a
n
d
c
o
m
\
O
r
a
n
P
a
r
k
\
O
r
a
n
P
a
r
k
T
o
w
n
C
e
n
t
r
e
\
D
r
a
w
in
g
s
\
A
u
t
o
C
A
D
\
3
C
C
\
X
-
R
e
f
s
\
O
P
T
C
_
D
R
A
I
N
A
G
E
_
L
E
V
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L
S
_
C
I
V
I
C
S
P
A
C
E
.
d
w
g
EX
TE
NT
O
F W
OR
KS
EX
TE
NT
O
F W
OR
KS
98.60
COUNCIL ADMIN
BUILDING
LIBRARY
BUILDING
MASS PLANTING
PEDESTRIAN ROUTE
PEDESTRIAN ROUTE
LIBRARY BUILDING
FACADE
98.48
LIBRARY SOUTH EXTENT OF WORKS
SEATING WALL TYPE C.
REFER TO DETAIL 01/LD02
FLUSH CONCRETE EDGE
REFER TO DETAIL 01/LD02
3000
98.67
FH
FH
C
E
N
T
R
A
L
A
V
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
C
E
C
E
C
E
C
E
CECE
CE CE
0
1
0
2
X
r
e
f
N
:
\
P
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E
C
T
S
\
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\
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k
T
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n
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\
D
r
a
w
in
g
s
\
A
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t
o
C
A
D
\
3
C
C
\
X
-
R
e
f
s
\
O
P
T
C
_
D
R
A
I
N
A
G
E
_
L
E
V
E
L
S
_
C
I
V
I
C
S
P
A
C
E
.
d
w
g
98.00
98.50
99.00
99.50
98.00
98.50
99.00
99.50
MASS PLANTING AND SEATING
FLUSH CONCRETE EDGE
REFER TO DETAIL 02/LD02
SEATING WALL TYPE C.
REFER TO DETAIL 01/LD02
FLUSH CONCRETE EDGE
REFER TO DETAIL 02/LD02
SEATING WALL TYPE C.
REFER TO DETAIL 01/LD02
FLUSH CONCRETE EDGE
REFER TO DETAIL 02/LD02
SEATING WALL TYPE C.
REFER TO DETAIL 01/LD02
FLUSH CONCRETE EDGE
REFER TO DETAIL 02/LD02
5m210
50m20100
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
Landscape Architect:
Drawn: AH/ISDesigned: AJ Check: JD
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
Consultant:
LANDSCAPE SECTIONS
AS SHOWN @ A1
LS01 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
LANDSCAPE SECTION 01
1:100 @ A1
01
LANDSCAPE SECTION 02
1:100 @ A1
02
LOCATION PLAN
1:1000 @ A1
5m210
40
NOMINAL 50mm BEDDING SAND
(TO CAMDEN COUNCIL STANDARD)
1000 x 300 x 40mm UNIT PAVING LAID BUTT
JOINTED WITH 2mm GAP ON 6:1
SAND:CEMENT BASE
50
BUTT JOINT 2-3mm
JOINTS AS SPECIFIED
15
0
NO
M 3
0
30 - 40mm THICK MORTAR
BED AS SPECIFIED
10mm EXPANSION JOINT
1000
COMPACTED SUBGRADE TO 100% SMDD
150mm 32MPa
CONCRETE WITH SL92
MESH AT 40mm COVER
9
0
°
9
0
°
300
1000
40
NOMINAL 50mm BEDDING SAND
(TO CAMDEN COUNCIL STANDARD)
400 x 400 x 40mm UNIT PAVING LAID BUTT
JOINTED WITH 2mm GAP ON 6:1
SAND:CEMENT BASE
50
COMPACTED SUBGRADE TO 100% SMDD
BUTT JOINT 2-3mm
JOINTS AS SPECIFIED
150
NO
M 30
30 - 40mm THICK MORTAR
BED AS SPECIFIED
10mm EXPANSION JOINT
400
150mm 32MPa
CONCRETE WITH SL92
MESH AT 40mm COVER
400
40
0
9
0
°
9
0
°
PAVERS LAID AS SHOWN ON PLANS & AS SPECIFIED
PAVERS TO BE SEALED AS SPECIFIED.
PEDESTRIAN AND VEHICULAR GRADE PAVING
TYPE 'B': 400 x 400 x 40mm THICK BUTT JOINTED WITH
2mm GAP ON 6: 1 MORTAR BED
NOTE: CLOSURE UNITS AGAINST ADJOINING PAVEMENT
VARY IN LENGTH AS DETERMINED BY PATTERN, REFER
TO LF01-02. MINIMUM EDGE OF 150mm FOR CUT PAVERS
ADJOINING DIFFERENT MATERIAL AND ALL FIXTURES.
PAVER UNIT TYPE 'A': UNIT PAVING LAID BUTT JOINTED
WITH 2mm GAP. PAVERS LAID AS SHOWN ON PLANS & AS
SPECIFIED. PAVERS TO BE SEALED AS SPECIFIED.
PEDESTRIAN AND VEHICULAR GRADE PAVING
TYPE 'A': 1000 x 300 x 40mm THICK BUTT JOINTED WITH
2mm GAP ON 6: 1 MORTAR BED
NOTE: CLOSURE UNITS AGAINST ADJOINING PAVEMENT
VARY IN LENGTH AS DETERMINED BY PATTERN, REFER
TO LFO1-02. MINIMUM EDGE OF 150mm FOR CUT PAVERS
ADJOINING DIFFERENT MATERIAL AND ALL FIXTURES.
CRACK INDUCER 45mm
CRACK-A-JOINT OR
EQUIVALENT
SL92 TOP 40 COVER
CONTRACTION JOINT (CJB)
12mm ABLEFLEX OR SIMILAR 12 DEEP SEALANT
1N16 - LAP 600 AS REQ'D.
EDGE OF SLAB, WALL, FULL DEPTH JOINTS ETC.
ISOLATION JOINT (IJ)
CONNOLLY EXPANSION JOINT
EXJ100 FOR 100mm THICK SLABS
EXJ125 FOR 125mm THICK SLABS
EXJ150 FOR 150mm THICK SLABS
JOINT SITS ON GROUND
EQ
EQ
SEALANT RESERVOIR
AND SEALANT
SECOND PLACED SLAB
EXPANSION JOINT (EJ)
'DOW CORNING 888' SILICONE SEALANT TO
BE STRICTLY IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS
PREFERABLY INSTALLED BY A SPECIALIST.
10
10
BOND BREAKING STRIP
ABLEFLEX OR EQUAL.
SCALE 1:5 @ A1
Landscape Architect:
Drawn: AH/ISDesigned: AJ Check: JD
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
Consultant:
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
LANDSCAPE DETAILS 1
AS SHOWN @ A1
LD01 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
PAVING TYPE 'A' - TYPICAL DETAIL SECTION
1:10 @ A1
01
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
PAVING TYPE 'B' - TYPICAL DETAIL SECTION
1:10 @ A1
03
PAVING TYPE 'A' - TYPICAL DETAIL PLAN
1:20 @ A1
02
PAVING TYPE 'B' - TYPICAL DETAIL PLAN
1:20 @ A1
04
1000mm4002000
1000mm4002000500mm2001000
500mm2001000
JOINTING - TYPICAL DETAIL
1:20 @ A1
05
500mm2001000
500
NO
M 5
00
700
20
0
FSL
SEAT TYPE 2 - SFA CLASSIC
GALLERIA SEAT CMG 111 WITH
ARMRESTS. JARRAH BATTENS
30 - 40mm THICK MORTAR
BED AS SPECIFIED
N16 - 300 L BARS
10mm CHAMFER TO ALL
EXPOSED EDGES
8 N12 WITH N12 AT 300 TIES
SL82 CENTRAL
ISOLATION JOINT AS SPECIFIED
EE
E
EE E
CONDUIT TO LED LIGHTING STRIP
BY OTHERS. REFER TO ELECTRICAL
CONSULTANTS DETAILS
PRECAST SEATING WALL TYPE C WITH
LED LIGHTING STRIP (1) - SECTION
MASS PLANTING
FRONT ELEVATION
PLAN
97
5
COMPACTED SUBGRADE
SURFACE MOUNTED WITH
DYNABOLT M12 X 120mm TO
MANUFACTURER'S
RECOMMENDATION
SFA WBE-A-140K BIN
ENCLOSURE AS SPECIFIED
650
ADJACENT SURFACING VARIES
REFER FINISHES PLAN LF01
60
0
R
2
9
0
eq eq eq
600
5mm ROUND BAR SHAPED TO FORM MAX 600mm
WIDE ARCH. DRIVE EACH SIDE OF ARCH
APPROXIMATELY 300mm INTO EXISTING GROUND AS
SHOWN. PAINT FINISH AS SPECIFIED
25 x 5mm STRAP CENTRALLY
LOCATED. 2200mm IN LENGTH
FIX PANELS ON SITE
WITH BLACK CABLE TIES
50
LED STRIP LIGHTING BY OTHERS. REFER
TO ELECTRICAL CONSULTANTS DETAILS
70
40
'L' SHAPED ALUMINUM STRIP
RECESSED INTO FACE OF WALL. REFER
TO ELECTRICAL CONSULTANTS DETAILS
NOM 6
FSL
10
0
135°
GRO-TUBE PLANT
50mm HESSIAN WEBBING TIES IN
'FIGURE OF 8' STAPLED TO STAKE
150mm POT SIZE
5-25 LITRE PLANT
INSTALL HARDWOOD STAKES AS PER
SCHEDULE. POINTED AT ONE END
AND CLEAR OF ROOTBALL
PLACE 75mm THICK LAYER OF MULCH CLEAR
OF PLANT STEM AND TAPER TO EDGE
BACKFILL WITH TOPSOIL MIXTURE AS
SPECIFIED
GROTUBE
- EXCAVATE 75mm DEEPER AND WIDER
THAN PLANT CONTAINER
5 LITRE AND 150mm PLANTS
- EXCAVATE HOLES 100mm DEEPER AND
WIDER THAN PLANT CONTAINER
REMOVE EXISTING WEEDS AND RIP GROUND TO
DEPTH OF 300mm. PLACE 100mm THICK LAYER OF
COMPOST AND MIX INTO TOP 200 OF EXISTING
GROUND. FERTILISE AS SPECIFIED
30
0
PAVING TYPE VARIES
INSTALL HARDWOOD STAKES AS PER
SCHEDULE POINTED AT ONE END
CLEAR OF ROOTBALL
TWO 50mm WIDE RECYCLED PLASTIC
WEBBING TIES IN A FIGURE OF 8 STAPLED
TO STAKE INSTALLED TO LOWER
1
3
OF TREE
100mm LAYER OF MULCH PLACED CLEAR OF
PLANT STEM TAPERING TO EDGE
FINAL 300mm BACKFILL TO BE TOPSOIL
MIXTURE & FERTILISER AS SPECIFIED.
TAMP SOIL FIRMLY AROUND ROOTBALL
BACKFILL WITH APPROVED EXCAVATED
MATERIAL WITH SOIL CONDITIONER AS
SPECIFIED
PLANTING HOLE 4000 x 4000mm
RADIUS AROUND ROOTBALL
BREAK UP SIDES & BASE OF PLANTING
HOLE TO 200mm
20
06
00
4000 x 4000
10
00
1/3
P
LA
NT
HE
IG
HT
STEEL EDGE TYPE 1. REFER DETAIL 02
SUBSOIL DRAINAGE LINE IN GRAVEL LAYER.
CONNECT TO STORMWATER SYSTEM
PAVING TYPE VARIES MASS PLANTING
6
30
5
30
STEEL EDGE 6mm THICK, FIXED TO
CONCRETE SLAB WITH M10 MASONRY
ANCHORS AT 600mm INTERVALS. FINISH
STEEL EDGE 20mm BELOW PAVING
65
50
SLAB TO CONTINUE
NOM 50mm BEYOND
STEEL EDGE
50
20
ALIGN PIT COVER WITH PAVING.
PITS VARY IN SIZE
PAVING TO MATCH SURROUNDING
PAVING MATERIAL AND PATTERN.
SURFACE OF PIT LID PAVING AND
TOP EDGE OF PIT LID FRAME TO
ALIGN WITH ADJACENT PAVING
PLAN
10mm ISOLATION SEALANT JOINT WITH
BACKING ROD AROUND PERIMETER OF
METAL FRAME. COLOUR TO MATCH
ADJACENT PAVING
SERVICES PIT
SECTION
PIT FRAME AND LID. INSTALL IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATION
PAVING
PAVER TYPE 'A'. REFER DETAIL 01 / LD01
ISOLATION JOINT
NO
M 3
40
100
50
1750
2550
1780
3600
25
TOP OF WALL TO BE LEVEL ABOVE
VARIOUS FINISHED SURFACE LEVELS
PROVIDE MORTAR PACKING LAYER TO
ENSURE LEVEL PRECAST MEMBER TO
ENGINEERS SPECIFICATION
FSL
LED LIGHTING STRIP TO FINISH 100mm
SHORT OF PRECAST WALL ENDS . REFER
TO PRECAST SEATING WALL SCHEDULE
LF01 FOR LED LIGHTING STRIP LOCATIONS
100
3400mm 'L' SHAPED ALUMINUM STRIP
RECESSED INTO FACE OF WALL. WHERE LED
LIGHTING STRIPS OCCUR. REFER TO DETAIL 02
10
0
PRECAST SEATING WALL TYPE C WITH LED
LIGHTING STRIP (1) - TYPICAL FRONT ELEVATION
COMPACTED SUBGRADE
16
05
0
NOMINAL 50mm
BEDDING SAND
FLAG POLE AS SPECIFIED
SUBSURFACE INSTALLATION TO
MANUFACTURERS RECOMMENDATION
PAVING TYPE 'A' VEHICULAR GRADE
60
30
80
ISOLATION JOINT AS DETAILED AND
SPECIFIED. REFER TO 07/LD01
500
10
0
100mm THICK N25 SL72 MESH CENTRALLY
LOCATED CONCRETE FOOTING TO
ENGINEERS SPECIFICATION
COLOURED INSITU CONCRETE EDGE AS
SPECIFIED FLUSH WITH ADJACENT SURFACES
ADJACENT SURFACE
ISOLATION JOINT AS SPECIFIED
ADJACENT PAVEMENT,
PAVEMENT TYPES VARIES,
REFER TO FINISHES PLAN
100
PROVIDE ROUGH SURFACE TO
BOND TOP CONCRETE EDGE
L8TM400 TRENCH MESH CENTRAL. POUR
SEPARATELY TO CONCRETE FOOTING
10
5
FINISH WITH 45° 'V'
SHAPED RECESS AT
100mm CENTRES
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
Landscape Architect:
Drawn: AH/ISDesigned: AJ Check: JD
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
Consultant:
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
LANDSCAPE DETAILS 2
AS SHOWN @ A1
LD02 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
PRECAST SEATING WALL TYPE C WITH SEAT TYPE 2
1:20 @ A1
01
1000mm4002000
BIN ENCLOSURE
1:20 @ A1
07
1000mm4002000
PLANT PROTECTION FENCE
1:20 @ A1
06
1000mm4002000
MASS PLANTING
1:10 @ A1
08
500mm2001000
TREE PLANTING
1:20 @ A1
09
1000mm4002000
STEEL EDGE TYPE 1
1:5 @ A1
04
250mm100500
PAVER INFILL
1:10 @ A1
05
500mm2001000
FLAG POLE - TYPICAL DETAIL
1:10 @ A1
03
500mm2001000
FLUSH CONCRETE EDGE
1:20 @ A1
02
1000mm4002000
BW98.58
98.61
BW98.56
98.53
98.62
BW98.59BW98.57
98.54
98.63
BW98.60
BW98.58
98.55
98.67
98.67
2
8
7
9
0
5260
3000
2000
3000
3000
2000
3000
3000
2870
2
9
6
0
MASS PLANTING
A
B
C
D
E
F
G
H
I
J
KL
M
N
PRECAST WALL TYPE C
REFER DETAIL 01/LD02
PRECAST WALL TYPE C
REFER DETAIL 01/LD02
PRECAST WALL TYPE C
REFER DETAIL 01/LD02
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
EJ
EJ
IJ
IJ
IJ
IJ
IJ
IJ
PL4
CJ
99.00
98.50
98.00
99.50
CJ CJ EJ CJ EJ CJ CJ
A
28790
B
98.67
98.67
C
98.55
D E F
98.63
G
98.54
5260 3000 3600 2000 3000
BW 98.58BW 98.60
PRECAST WALL TYPE C
REFER DETAIL 01/LD02
CJ
IJIJ
CJ
SE
CT
IO
N JO
IN
L
IN
E
CJ
G
98.54
H
BW 98.57
I
BW 98.59
J
98.62
K
98.53
L
98.56
M
98.58
N A
98.61
98.7099.00
98.50
98.00
99.50
3000 3600 2000 3000 3000 3600 2870 2960
PRECAST WALL TYPE C
REFER DETAIL 01/LD02
PRECAST WALL TYPE C
REFER DETAIL 01/LD02
IJIJ
IJIJCJ
CJ
CJ
SE
CT
IO
N JO
IN
L
IN
E
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
Landscape Architect:
Drawn: AH/ISDesigned: AJ Check: JD
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
Consultant:
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
LANDSCAPE DETAILS 3
1:100 @ A1
LD03 B
NO
T FO
R C
ON
STR
UC
TIO
N
A 26.08.16 70% TENDER ISSUE
B 05.09.16 70% TENDER ISSUE
5m210
INSITU CONCRETE EDGE SETOUT - PLAN
1:100 @ A1
01
INSITU CONCRETE EDGE SETOUT - SECTION
1:100 @ A1
02
5m210
5m210
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
Landscape Architect:
Drawn: AH/ISDesigned: AJ Check: JD
Do not scale drawings. Use figured dimensions only. Check & verify levels and
dimensions on site prior to the commencement of any work, the preparation of
shop drawings or the fabrication of components.
This drawing is the copyright of JMD Design Pty Ltd. and is
protected under the Copyright Act 1968. It may not be altered, reproduced
or transmitted in any form, or by any means without the express permission
of JMD Design Pty Ltd.
70% TENDER ISSUE
MARCH 2016
Drawing status
1011112
Job No.
Drawing numberIssue
Scale
Issue Date Description
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
Title
Project
Date
Consultant:
Approval
By: James Delaney BLArch (UNSW), Grad Cert Urban Design,
FAILA - Registered Landscape Architect 521
Director
Signed: Date: 05.09.16
JMD design
190 James Street
Redfern NSW 2016
T (02) 9310 5644 F (02) 9319 4858
ABN 30 128 554 638
LANDSCAPE DETAILS 4
1:100 @ A1
LD04 A
NO
T FO
R C
ON
STR
UC
TIO
N
A 05.09.16 70% TENDER ISSUE
5m210
PAVING DETAILS TO FOLLOW
9
8
.
0
0
9
8
.
5
0
9
8
.
5
0
9
8
.
5
0
9
8
.
5
0
R
B
F
RB
2%
9
8
.
2
4
4
9
8
.
1
4
B
B
B
B
C
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N
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R
A
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N
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R
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N
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E
S
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2
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2
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2
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2
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2
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2
S
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1
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1
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1
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1
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1
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1
S
E
1
S
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1
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E
1
S
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1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
S
E
1
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1
S
E
1
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1
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1
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1
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1
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1
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1
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1
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O
F
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K
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X
T
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N
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F
W
O
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K
S
EXTENT OF WORKS
E
X
T
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N
T
O
F
W
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K
S
E
X
T
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N
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EXTENT OF WORKS
E
X
T
E
N
T
O
F
W
O
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K
S
EXTENT OF WORKS
SWITCHROOM
PUMPROOM
EL-101PE
ORAN PARK TOWN CENTRELIBRARY SOUTH
ELECTRICAL & LIGHTING SERVICES
DRAWING LISTEL-001 DRAWING LIST AND SITE PLANEL-002 LIGHTING AND ELECTRICAL LEGEND
EL-101 LIGHTING AND ELECTRICAL LAYOUT SHEET 1
EL-110 LIGHTING DETAIL SHEET 1
EL-301 SINGLE LINE DIAGRAM AND MAIN SWITCHBOARD ELEVATION
P1 90% CC ISSUE 02-03-16P2 CC ISSUE 09-03-16P3 REVISED CC ISSUE 05-04-16P4 CONSTRUCTION ISSUE 19-04-16
Issue Amendment Date
DrawnProject No
ProjectLead Consultant
Drawing
Approv.Drawing No
Scale
Rev
Date
Client
© Copyright Lighting,Art & Science Pty Limited ABN 86 152 715 921All rights reserved. This drawing may not be reproduced or transmitted in any form ormeans in part or in whole without written permission of Lighting,Art & Science Pty Ltd
Lighting Consultants, Electrical EngineersLevel 1, 41 Hume St, Crows Nest NSW 2065p: +61 2 9436 0998 e: mail@laands.com.au
Lighting, Art & ScienceAS SHOWN
AS SHOWN
URBAN GROWTH NSW
JMD
RMDA
2016
MAR 2016
P4EL-001
DRAWING LIST AND SITE PLAN
L135OC
ORAN PARK TOWN CENTRE - LIBRARY SOUTHELECTRICAL AND LIGHTING SERVICES
SITE PLANSCALE 1:500
LIGHTING LEGEND
POWER LEGENDSYMBOL DESCRIPTION HOUSING/COLOUR SUPPLIER PRODUCT No.
DISTRIBUTION BOARD'DB-CP'
- -DB X15ELECTRICAL ORANGE
ELECTRONIC CONDUITREFER TO LAYOUT DRAWINGS FOR CONDUIT SIZE
-- -E
LED-#
PL4
EXTRA LOW VOLTAGE CONDUITREFER TO LAYOUT DRAWINGS FOR CONDUIT SIZE
-- -ELV
COMMUNICATIONS CONDUITREFER TO LAYOUT DRAWINGS FOR CONDUIT SIZE
-- -C
SYMBOL TYPE DESCRIPTION BEAM DISTRIBUTION HOUSING/COLOUR INGRESS PROTECTION LIGHT SOURCE LUMEN OUTPUT COLOUR TEMP CONTROL GEAR SUPPLIER/MANUFACTURER CAT # DIMENSIONS
PL4 IP54 POST TOP LUMINAIRE6m H ø 100mm POLE ASYMMETRIC DISTRIBUTION DULUX WINDSPRAY
RAL: 7024 IP54 80W LED 6600 3000KINTEGRATEDELECTRONIC CONTROLGEAR
BEGAZUMTOBEL 77 186 710mm[W]x360mm[H]
LED-E LED STRIP LIGHT LUMINAIRE 180 DEGREE DISTRIBUTION ANODISEDALUMINIUM IP65 12W LED/m 380/m 3000K
IP68 REMOTEELECTRONIC CONTROLGEAR
LIGHT SOURCE &CONTROLS SN-30K-SID-Nd 11.5mm[W]x21mm[H]
LENGTH, E = 3.40m
UL2 IN-GROUND UP-LIGHT LUMINAIRE NARROW BEAM DISTRIBUTION ANODISEDALUMINIUM IP67 8W LED 740 3000K
INTEGRATEDELECTRONIC CONTROLGEAR
WE-EF LIGHTING 185-7024 160mm[DIA]x150mm[H]UL2
EVENT POWER BOLLARD323mm[DIA[x1115mm[H]BASE PLATE TO ALSO BE PROVIDEDREFER TO LAYOUT DRAWINGS FOR FURTHER DETAILS
RAL 7043TRAFFIC GREY B
LAPS (LOCAL AREAPROTECTIVESERVICES)
ELECTRA ENCLOSURE300NB SINGLE DOORELE301B-ST-W6ELE301B-SS4-W4
PB
450x450 PITELECTRICAL SERVICESE
450x450 CLASS C PIT COMPLETE WITH PAVING IN FILL LIDCOMMUNICATIONS SERVICES
- -C
P1 90% CC ISSUE 02-03-16P2 CC ISSUE 09-03-16P3 REVISED CC ISSUE 05-04-16P4 REVISED CC ISSUE 05-04-16P5 CONSTRUCTION ISSUE 19-04-16
Issue Amendment Date
DrawnProject No
ProjectLead Consultant
Drawing
Approv.Drawing No
Scale
Rev
Date
Client
© Copyright Lighting,Art & Science Pty Limited ABN 86 152 715 921All rights reserved. This drawing may not be reproduced or transmitted in any form ormeans in part or in whole without written permission of Lighting,Art & Science Pty Ltd
Lighting Consultants, Electrical EngineersLevel 1, 41 Hume St, Crows Nest NSW 2065p: +61 2 9436 0998 e: mail@laands.com.au
Lighting, Art & ScienceN.T.S.
N.T.S.
URBAN GROWTH NSW
JMD
RMDA
2016
MAR 2016
P5EL-002
LIGHTING AND ELECTRICAL LEGEND
L135OC
ORAN PARK - LIBRARY SOUTHELECTRICAL AND LIGHTING SERVICES
F
9
8
.
0
0
9
8
.
5
0
9
8
.
5
0
9
8
.
5
0
9
8
.
5
0
R
B
R
B
F
9
8
.
2
4
4
B
B
B
B
B
B
B
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1
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2
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E
X
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N
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F
W
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K
S
E
X
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N
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K
S
EXTENT OF WORKS
SWITCHROOM
PUMPROOM
PL4
PL4
PL4
PL4
DISTRIBUTION BOARD'DB-CP'
TO BE LOCATED IN SWITCHROOM. FINAL LOCATIONWITHIN SWTICHROOM TO
BE DETERMINED.
LED-E
ELECTRICAL PIT450mmx450mm
HOUSING FOR IP68 LEDPOWER SUPPLY
EE
EE
EE
EE
E
EE
E
EE
E
EE
E
E E E E EE E E E E E E
LED-E
LED-E
ELV
ELV ELV
ELV
03110
01110
3PH20A3PH20A
20A - 1PH
20A - 1PH
PB - EVENT POWER.TO BE HOUSED IN ELECTRICALBOLLARD.LOCATION TO BE CONFIRMED
Ø50mm HD ELECTRICAL CONDUIT
Ø32mm HD ELECTRICAL CONDUIT
Ø50mm COMMS CONDUIT
EE
EE
E
CC
CC
C C C C C C C C C C
ELV ELV ELVE
EE
EE
PE
IP66 SUNSET SWITCH(CLIPSAL 56SSR/3-GY) WALLMOUNTED AT HIGH LEVELON SWITCHROOM EXTERIOR
E
E
C
C
C
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
Ø50mm COMMS CONDUIT
EE
EE
EE
EE
EE
E EE
EE
E E E E E E E E E E E E EE
E
E
E
E
2 x Ø50mm ELECTRICAL CONDUIT
Ø50mm HD ELECTRICAL CONDUIT
02110
P1 90% CC ISSUE 02-03-16P2 CC ISSUE 09-03-16P3 REVISED CC ISSUE 10-03-16P4 REVISED CC ISSUE 05-04-16P5 CONSTRUCTION ISSUE 19-04-16
Issue Amendment Date
DrawnProject No
ProjectLead Consultant
Drawing
Approv.Drawing No
Scale
Rev
Date
Client
© Copyright Lighting,Art & Science Pty Limited ABN 86 152 715 921All rights reserved. This drawing may not be reproduced or transmitted in any form ormeans in part or in whole without written permission of Lighting,Art & Science Pty Ltd
Lighting Consultants, Electrical EngineersLevel 1, 41 Hume St, Crows Nest NSW 2065p: +61 2 9436 0998 e: mail@laands.com.au
Lighting, Art & Science1:200@A1
20m10864201:200@A1
URBAN GROWTH NSW
JMD
RMDA
2016
MAR 2016
P5EL-101
SHEET 1LIGHTING AND ELECTRICAL LAYOUT
L135OC
ORAN PARK - LIBRARY SOUTHELECTRICAL AND LIGHTING SERVICES
Notes:1. CONDUIT ROUTE SHOWN AS INDICATIVE ONLY. FINAL ROUTE TO BE COORDINATED ON SITE
WITH SURROUNDING ELEMENTS.
6000
711
361
SLIP FITS 76mm O.DPOLE
5574
Ground
150
500
NO
M 5
00
200
FSL FSL
100
LED STRIP LIGHT LUMINAIRE LOCATED TO THE UNDERSIDE OFSEATINGDIMENSIONS: 11.5mm x 21mm.
LED STRIP TO HAVE SIDEWARDS FEED.REFER TO EL-002 AND EL-101 FOR LED STRIP TYPES, LENGTHS ANDEXTENTS.
REFER TO DETAIL A FOR LUMINAIRE FIXING DETAILS.
11.5
21
40mm CONDUIT TO BE PRE-CAST INTOCONCRETE SEAT.REFER TO DRAWINGS L135OB-EL-101 FORCONDUIT ENTRY LOCATION.
32mm CONDUIT TO BE FED FROM UNDERNEATHSEAT TO CONTROL GEAR.
IP68 CONTROL GEAR TO BE HOUSED INELECTRICAL PIT.
DETAIL A
LED STRIP LIGHT LUMINAIRE LOCATED TOTHE UNDERSIDE OF SEATING
1885mm 'L' SHAPED ALUMINIUM STRIP RECESSEDINTO FACE OF WALL. REFER TO ARCHITECTURAL
DRAWINGS FOR FURTHER DETAILS.
LED STRIP BRACKETS TO BE FIXED TO 'L' SHAPEDALUMINIUM STRIP.
SIDE FEED TO LED STRIP
4070
40
P1 90% CC ISSUE 02-03-16P2 CC ISSUE 09-03-16P3 REVISED CC ISSUE 05-04-16P4 CONSTRUCTION ISSUE 19-04-16
Issue Amendment Date
DrawnProject No
ProjectLead Consultant
Drawing
Approv.Drawing No
Scale
Rev
Date
Client
© Copyright Lighting,Art & Science Pty Limited ABN 86 152 715 921All rights reserved. This drawing may not be reproduced or transmitted in any form ormeans in part or in whole without written permission of Lighting,Art & Science Pty Ltd
Lighting Consultants, Electrical EngineersLevel 1, 41 Hume St, Crows Nest NSW 2065p: +61 2 9436 0998 e: mail@laands.com.au
Lighting, Art & ScienceAS SHOWN
AS SHOWN
URBAN GROWTH NSW
JMD
RMDA
2016
MAR 2016
P4EL-110
SHEET 1LIGHTING DETAIL
L135OC
ORAN PARK - LIBRARY SOUTHELECTRICAL AND LIGHTING SERVICES
01PL4
SCALE 1:50@A1
03LED TO UNDER-BENCH SEATING
SCALE 1:10@A1A
DETAIL A
SCALE 1:2@A1
02UL2
SCALE 1:5@A1
DISTRIBUTION BOARD - 'DBCivic Plaza (DB-CP)'-Form 1-10kA, 1 second-IP20-24 pole-X15 Electrical Orange-Provide shop drawings
4x1C 35mm² +E PVC/PVC POWERSUPPLY FROM MSB IN SWITCHROOM
10A
ACH
AN
TIC
ON
DEN
SATIO
NHE
ATE
R
4 C
HAN
NEL
TIMEC
LOC
K
TC
REM
OTE
SUN
SET
SWITC
H O
NEX
TERI
OR
SWITC
HRO
OM
WA
LL
PE PE
R1
TC1
R1
C1
AUT
O
MA
N
OFF
TC2
R1
C2
AUT
O
MA
N
OFF
PATH
WA
YLI
GHT
ING
FEA
TURE
LIG
HTIN
G
SDSURGE DIVERTER10
0A
PA POWER ANALYSER
SPA
RES
20A
C1
L1 -
LIBR
ARY
SO
UTH
TYPE
PL4
2C+E 4mm² Cu
PVC
/PV
C
20A
C2
L2 -
LIBR
ARY
SO
UTH
TYPE
LED
-E2C+E 2.5mm² Cu
PVC
/PV
C
20A
P1 - 20A 3Ø OUTLET
4C+E 6mm² Cu
PVC
/PV
C
P2 - 20A 3Ø OUTLET
P3 - 20A 1Ø OUTLET
20A
P4 - 20A 1Ø OUTLET
20A
4C+E 6mm² Cu
PVC
/PV
C
2C+E 4mm² Cu
PVC
/PV
C
2C+E 4mm² Cu
PVC
/PV
C
20A
20A
C3
L3 -
LIBR
ARY
SO
UTH
TYPE
UL2
2C+E 2.5mm² Cu
PVC
/PV
C
TC2
R1
C3
AUT
O
MA
N
OFF
FLA
G L
IGHT
ING
600
1500
P1 90% CC ISSUE 02-03-16P2 CC ISSUE 09-03-16P3 REVISED CC ISSUE 05-04-16P4 CONSTRUCTION ISSUE 19-04-16
Issue Amendment Date
DrawnProject No
ProjectLead Consultant
Drawing
Approv.Drawing No
Scale
Rev
Date
Client
© Copyright Lighting,Art & Science Pty Limited ABN 86 152 715 921All rights reserved. This drawing may not be reproduced or transmitted in any form ormeans in part or in whole without written permission of Lighting,Art & Science Pty Ltd
Lighting Consultants, Electrical EngineersLevel 1, 41 Hume St, Crows Nest NSW 2065p: +61 2 9436 0998 e: mail@laands.com.au
Lighting, Art & ScienceAS SHOWN
AS SHOWN
URBAN GROWTH NSW
JMD
RMDA
2016
MAR 2016
P4EL-301
MAIN SWITCHBOARD ELEVATIONSINGLE LINE DIAGRAM AND
L135OC
ORAN PARK - LIBRARY SOUTHELECTRICAL AND LIGHTING SERVICES
01SINGLE LINE DIAGRAM
SCALE 1:50@A102
SCALE 1:10@A1
WALL MOUNTED DISTRIBUTION BOARD
CUSTOM ID:FIRST ISSUE:DATE:
REV No:DRN BY:
SCALE:PAGE IN SET:
DWG No:
PAGE SIZE:
DATE BY ADDENDUM DATE BY ADDENDUM CONTACT DETAILS: CLIENT:
SITE:
PROJECT:
A1OF
WORK PHASE: PB
NORTH
COPYRIGHT:Phone: (02) 8097 9971Email: info@wwconsulting.com.auWeb: wwconsulting.com.auABN: 40 046 304 718
Water Wise Consulting. This and any accompanying documents may only be reproduced with the written permission of Water Wise Consulting.
All rights of ownership are retained byJMD DESIGN
ORAN PARKLIBRARY SOUTH AUTOMATICIRRIGATION SYSTEM
JMD1/03/201619/04/2016
1:2501 1
CONJMD_CP_1603_02 A
1 2
3
.25
0.1
0.1
DRIP IRRIGATION ASSEMBLY
LEGEND
HUNTER ICV-1__-B-AS-ADJ SOLENOID VALVE ASSEMBLY WITH PRESSURE REGULATOR50 50 MAINLINE - PN10 PE100 MDPE - BLACK JACKET (SIZE AS SHOWN)
FLOW SENSOR - CONNECTED TO IRRIGATION CONTROLLERIRRIGATION CONTROLLER
WM
PRESSURE COMPENSATING DRIP TUBING
WM50 DN REDUCED PRESSURE ZONE DEVICE ASSEMBLY (FOR IRRIGATION SYSTEM ONLY)ASSUMED LOCATION OF SITE WATER METER
25 DN QUICK COUPLING VALVE ASSEMBLY
4
1000
1000
VALVE BOX TREATMENT
1
15 16 14
12
116A
1310
89
7 76 654321
1A & 2A
3A
SOLENOID VALVE DETAIL
1
2
2
3 4 5
1A
SPRAY POPUP SPRINKLER
1
2
3
4
1A2A
3A
4A & 5A50
AS S
PECI
FIED
50 50
TRENCH DETAIL
11A
3A
2
3
456
7
8
QUICK COUPLING VALVE ASSEMBLY
9
5
4
3
21
HUNTER PROS-06-CV POPUP SPRINKLER (SEE NOZZLE TABLE)
32 32 LATERAL - PN10 PE100 MDPE PIPE - BLACK JACKET 32 DN UNLESS SHOWN OTHERWISE
EXTRA LOW VOLTAGE CABLE IN CONDUIT (SIZE AS INDICATED)
PC
IC
PUMP CONTROLLER
7c 7c
67100
8
CONNECTED TO TOWN PARKCONTROLLER UNTIL
IRRIGATION CONTROLLER CAN BE INSTALLED
CONSTRUCTION ISSUE
PLACE TRACEABLE WARNING TAPEOVER CONDUITS 200 mm FROM FINISHED GRADE
VC
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@hhconsult.com.au
www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_C000
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
COVER SHEET, DRAWING SCHEDULE,
NOTES & LOCALITY SKETCH
J.Liu S.Hanna
S.Hanna A.Francis
MAR 2016
N.T.S.
UGNSW
JMD DESIGN
PROPOSED TOWN CENTRE
BRANCH LIBRARY (LIBRARY SOUTH) ORAN PARK NSW
CIVIL ENGINEERING WORKS
DRAWING SCHEDULE14966_C2_C000 COVER SHEET, DRAWING SCHEDULE, NOTES & LOCALITY SKETCH
14966_C2_C001 GENERAL SITE PLAN
14966_C2_C100 GENERAL ARRANGEMENT PLAN
14966_C2_C200 STORMWATER MISCELLANEOUS DETAILS & PIT LID SCHEDULE
14966_C2_SE01 SEDIMENT & EROSION CONTROL PLAN
14966_C2_SE02 SEDIMENT & EROSION CONTROL TYPICAL SECTIONS & DETAILS
LOCALITY SKETCHN.T.S
SITE
GENERAL NOTES:
1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH CAMDEN COUNCIL'S SPECIFICATION.
CONTRACTOR TO OBTAIN AND RETAIN A COPY ON SITE DURING THE COURSE OF THE WORKS.
2. ALL NEW WORKS ARE TO MAKE A SMOOTH JUNCTION WITH EXISTING CONDITIONS, AND MARRY IN A
'WORKMANLIKE' MANNER.
3. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL SERVICES WITH EACH RELEVANT AUTHORITY.
ANY DAMAGE TO SERVICES SHALL BE RECTIFIED BY THE CONTRACTOR OR THE RELEVANT AUTHORITY
AT THE CONTRACTOR'S EXPENSE. SERVICES SHOWN ON THESE PLANS ARE ONLY THOSE EVIDENT AT
THE TIME OF SURVEY OR AS DETERMINED FROM SERVICE DIAGRAMS. HENRY AND HYMAS
CONSULTING PTY. LTD. CANNOT GUARANTEE THE INFORMATION SHOWN NOR ACCEPT ANY
RESPONSIBILITY FOR INACCURACIES OR INCOMPLETE DATA.
4. SERVICES & ACCESSES TO THE EXISTING PROPERTIES ARE TO BE MAINTAINED IN WORKING ORDER AT
ALL TIMES DURING CONSTRUCTION.
5. ADJUST EXISTING SERVICE COVERS TO SUIT NEW FINISHED LEVELS TO RELEVANT AUTHORITY
REQUIREMENTS WHERE NECESSARY.
6. REINSTATE AND STABILISE ALL DISTURBED LANDSCAPED AREAS.
7. MINIMUM GRADE OF SUBSOIL SHALL BE 0.5% (1:200) FALL TO OUTLETS.
8. ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES ARE TO BE CONSTRUCTED, PLACED AND
MAINTAINED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS, EROSION AND SEDIMENTATION
CONTROL PLAN AND CAMDEN COUNCIL'S REQUIREMENTS WHERE APPLICABLE.
9. CONTRACTOR TO CHECK AND CONFIRM SITE DRAINAGE CONNECTIONS ACROSS THE VERGE PRIOR TO
COMMENCEMENT OF SITE DRAINAGE WORKS.
10. PROPERTIES AFFECTED BY THE WORKS ARE TO BE NOTIFIED IN ADVANCE WHERE DISRUPTION TO
EXISTING ACCESS IS LIKELY.
SITEWORKS NOTES
• DATUM A.H.D.
• ORIGIN OF LEVELS. REFER TO BENCH OR STATE SURVEY MARKS WHERE SHOWN ON PLAN.
• CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON SITE PRIOR TO COMMENCEMENT OF
WORK.
• ALL WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS & THE
DIRECTIONS OF THE SUPERINTENDENT.
• EXISTING SERVICES UNLESS SHOWN ON SURVEY PLAN HAVE BEEN PLOTTED FROM SERVICES SEARCH PLANS
AND AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR TO THE COMMENCEMENT OF ANY WORK.
ANY DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CLEARANCES SHALL BE OBTAINED FROM
THE RELEVANT SERVICE AUTHORITY.
• WHERE NEW WORKS ABUT EXISTING THE CONTRACTOR SHALL ENSURE THAT A SMOOTH EVEN PROFILE, FREE
FROM ABRUPT CHANGES IS ACHIEVED.
• THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT TO BE CARRIED OUT BY A REGISTERED SURVEYOR.
• CARE IS TO BE TAKEN WHEN EXCAVATING NEAR EXISTING SERVICES. NO MECHANICAL EXCAVATION IS TO BE
UNDERTAKEN OVER TELSTRA OR ELECTRICAL SERVICES. HAND EXCAVATE IN THESE AREAS.
• CONTRACTOR TO OBTAIN AUTHORITY APPROVALS WHERE APPLICABLE.
• MAKE SMOOTH TRANSITION TO EXISTING SURFACES AND MAKE GOOD.
• THESE PLANS SHALL BE READ IN CONJUNCTION WITH APPROVED LANDSCAPE, ARCHITECTURAL, STRUCTURAL,
HYDRAULIC AND MECHANICAL DRAWINGS AND SPECIFICATIONS OR WRITTEN INSTRUCTIONS THAT MAY BE ISSUED
RELATING TO DEVELOPMENT AT THE SITE.
• TRENCHES THROUGH EXISTING ROAD AND CONCRETE PAVEMENTS SHALL BE SAWCUT TO FULL DEPTH OF
CONCRETE AND A MINIMUM OF 50mm IN BITUMINOUS PAVING.
• ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICK PAVING SHALL BE LOCATED IN 80 uPVC
SEWER GRADE CONDUITS EXTENDING A MINIMUM OF 500mm BEYOND EDGE OF PAVING.
• GRADES TO PAVEMENTS TO BE AS IMPLIED BY RL'S ON PLAN . GRADE EVENLY BETWEEN NOMINATED RL'S. AREAS
EXHIBITING PONDING GREATER THAN 5mm DEPTH WILL NOT BE ACCEPTED/ UNLESS IN A DESIGNATED SAG POINT.
• ALL COVERS AND GRATES ETC TO EXISTING SERVICE UTILITIES ARE TO BE ADJUSTED TO SUIT NEW FINISHED
SURFACE LEVELS WHERE APPLICABLE
EXISTING SERVICES & FEATURES
• THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION AND REMOVAL (IF REQUIRED) OF ALL
EXISTING SERVICES IN AREAS AFFECTED BY WORKS WITHIN THE CONTRACT AREA OR AS SHOWN ON THE
DRAWINGS UNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT.
• THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL BUILDINGS NOT AFFECTED BY THE
WORKS ARE NOT DISRUPTED.
• PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL GAIN APPROVAL OF HIS PROGRAM
FOR THE RELOCATION/ CONSTRUCTION OF TEMPORARY SERVICES.
• CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN SUPPLY TO EXISTING BUILDING'S
REMAINING IN OPERATION DURING WORKS TO THE SATISFACTION AND APPROVAL OF THE
SUPERINTENDENT. ONCE DIVERSION IS COMPLETE AND COMMISSIONED, THE CONTRACTOR SHALL REMOVE
ALL SUCH TEMPORARY SERVICES AND MAKE GOOD TO THE SATISFACTION OF THE SUPERINTENDENT.
• INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO CAUSE ANY
INCONVENIENCE TO THE PRINCIPAL. CONTRACTOR TO GAIN APPROVAL FROM THE SUPERINTENDENT FOR
TIME OF INTERRUPTION.
• EXISTING SERVICES, BUILDINGS, EXTERNAL STRUCTURES AND TREES SHOWN ON THESE DRAWINGS ARE
EXISTING FEATURES PRIOR TO ANY DEMOLITION WORKS.
• EXISTING SERVICES UNLESS SHOWN ON SURVEY PLAN HAVE BEEN PLOTTED FROM SERVICES SEARCH
PLANS AND AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO COMPLETE A 'DIAL BEFORE YOU DIG' SEARCH AND TO ESTABLISH THE LOCATION AND
LEVEL OF ALL EXISTING SERVICES PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES
SHALL BE REPORTED TO THE SUPERINTENDENT. CLEARANCES SHALL BE OBTAINED FROM THE RELEVANT
SERVICE AUTHORITY.
• ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICK PAVING SHALL BE LOCATED IN 80
uPVC SEWER GRADE CONDUITS EXTENDING A MINIMUM OF 500mm BEYOND EDGE OF PAVING.
01 ISSUED FOR CC/TENDER JL SH 09/03/2016
02 ISSUED FOR CONSTRUCTION CERTIFICATE JL SH 7/04/2016
A ISSUED FOR CONSTRUCTION MS SH 19/04/2016
L I B R A R Y B U I L D I N G
98.0
0
98.5
0
98.5
0
98.2
3
97.84
TW98.00
98.5
0
98.5
0
97.9
5
RB
TOW98.91
98.2
44
98.1
4
CE
NT
RA
L A
VE
NU
E
SE
1SE
1
C O U N C I L A D M I N B U I L D I N G
SE
1
SE
1
SE
1
SE
1
PL4
PL4
DUIT
CONDUIT
96.5
97
97.5
98
98.5
97.1
0
97.28
97.7397.55
97.
95
98.14
98.47
98.3
4
98.5
3
98.70
98.6
8
98.72
98.6
5
98.50
98.79
98.52
98.41
97.99
97.53
97.06
96.73
97.33
97.76
98.16
98.45
98.72
98.79
98.84
98.61
98.32
97.88
97.43
96.80
96.5
8
97.12
97.5
5
97.95
98.34
98.72
99.02
98.97
98.58
98.20
97.81
97.42
96.98
96.57
96.78
97.12
97.49
97.81
98.14
98.51
98.47
98.18
97.87
97.63
97.31
96.94
96.66 97.0
2
96.82
96.98
97.0
4
97.3
7
97.3
8
97.23
97.40
97.5
1
97.5
2
97.79
97.98
98.26
97.7
97.8
598.1
2
97.8
8
97.6
2
97.53
97.41
97.5
8
99.0
99.099.0
98.5
98.5
98.5
98.5
98.5
98.
5
98.0
98.0
98.0
98.0
98.0
98.0
97.5
97.5
97.5
97.5
97.5
0
97.0
97.0
97.0
97.0
LEISURE CENTRE TO SEPARATE CC
NO
RT
H/S
OU
TH
PR
OM
EN
AD
E
ST
AG
E 2
TO
SE
PA
RA
TE
CC
LIBRARY AND CAR PARK
TO SEPARATE CC
CIVIC PLAZA AND
LIBRARY NORTH
TO SEPARATE CC
LIBRARY SOUTH UNDER
THIS CC APPLICATION
NO
RT
H/S
OU
TH
PR
OM
EN
AD
E
ST
AG
E 1
TO
SE
PA
RA
TE
CC
EXISTING
ADMINISTRATION
BUILDING
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@hhconsult.com.au
www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_C001
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
GENERAL SITE PLAN
J.Liu S.Hanna
S.Hanna A.Francis
MAR 2016
1:250 @ A1
UGNSW
JMD DESIGN
GENERAL SITE PLANSCALE: 1:250
25m
SCALE 1:250
2015105
12345
0
01 ISSUED FOR CC/TENDER JL SH 09/03/2016
02 ISSUED FOR CONSTRUCTION CERTIFICATE JL SH 07/04/2016
A ISSUED FOR CONSTRUCTION MS SH 19/04/2016
SWD
SWD
98.00
98.50
98.50
98.23
97.84
TW98.00
98.50
98.50
97.95
RB
TOW98.9
1
98.244
98.14
CE
NT
RA
L A
VE
NU
E
SE1
SE1
SE1
SE1
PL4
PL4
DUIT
CONDUIT
97
97.5
98
98.5
18°45'59"
99.0
98.5
98.5
98.5
98.5
98.0
98.0
98.0
98.0
98.0
98.0
97.5
97.5
97.5
97.5
97.5
97.0
97.0
RL98.40
CENTRAL AVENUE
98.40
98.30
98.20
98.10
97.80
97.90
98.00
97.70
97.60
97.50
RL98.40
RL98.30
RL98.20
RL98.10
RL98.00
RL97.90
RL98.30
RL98.20
RL98.10
98.20
98.60
98.70
98.50
98.40
98.30
98.40
98.20
98.30
98.00
98.10
97.90
FFL98.60
FFL98.60
CENTRAL AVENUE
E 4
RL98.80
RL98.50
RL98.45 RL98.40
RL98.35
GD 2
RL98.42
RL98.42RL98.42
IL97.75Ø300uPVC12m1.0%IL97.63
GRATED DRAIN
RL98.50
RL98.47
RL98.45
RL98.44
RL98.80
RL98.80
MAKE SMOOTH CONNECTION
WITH EXISTING WORKS
MAKE SMOOTH CONNECTION
WITH EXISTING WORKS
PROVIDE TEMPORARY HEADWALL
AND TAIL OUT DRAIN FOR FUTURE
CONNECTION TO LIBRARY DRAINAGE
WORKS
DRAINAGE WORKS REQUIRED AS PART OF
LIBRARY SOUTH PACKAGE TO FORM PART
OF FUTURE LIBRARY WORKS PACKAGE.
DRAINAGE WORKS REQUIRED AS
PART OF LIBRARY SOUTH PACKAGE
TO FORM PART OF FUTURE LIBRARY
WORKS PACKAGE.
PROVIDE 1.2m WIDE, 0.2m DEEP
TEMPORARY V-SHAPED SWALE TO
CATER FOR RUN-OFF FROM 'LIBRARY
SOUTH' PAVING EXTENTS UNTIL
LIBRARY DRAINAGE WORKS ARE
CONSTRUCTED.
1-
RL98.50
600600
200
SECTIONSCALE:
1-1:25
TEMPORARY SWALE
25m
SCALE 1:250
2015105
12345
0
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@hhconsult.com.au
www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_C100
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
GENERAL ARRANGEMENT PLAN
J.Liu S.Hanna
S.Hanna A.Francis
MAR 2016
1:250 @ A1
UGNSW
JMD DESIGN
GENERAL ARRANGEMENT PLANSCALE: 1:250
LEGEND
EXISTING BOUNDARY
PROPOSED JUNCTION PITS
PROPOSED SURFACE INLET PITS
PROPOSED LINTEL ONGRADE & SAG PITS
PROPOSED PIT TAG-A 1LINE LETTER
PIT NUMBER
STORMWATER UPSTREAM INVERT RL.STORMWATER PIPE DIAMETER & CLASSSTORMWATER PIPE LENGTHSTORMWATER PIPE GRADESTORMWATER DOWNSTREAM INVERT RL.
40.125Ø425RCP20.450m1.5%39.818
PROPOSED GRATED DRAIN
PROPOSED STORMWATER PIPE
EXISTING CONTOURS4.60
PROPOSED CONTOURS4.60
PROPOSED SPOT LEVEL4.520
01 ISSUED FOR CC/TENDER JL SH 09/03/2016
02 ISSUED FOR CONSTRUCTION CERTIFICATE JL SH 7/04/2016
03 ISSUED FOR CONSTRUCTION CERTIFICATE JL SH 14/04/2016
A ISSUED FOR CONSTRUCTION MS SH 19/04/2016
CL
(H1 & H2 SUPPORT)SCALE 1:20
O.D.
TRENCH WIDTH = O.D.+600
300
100
DESIGN PAVEMENT
SUBGRADE LEVEL
COMPACTED TO 98% SMDD
IN 150mm (MAX.) LAYERS
HAUNCH ZONE
BED ZONE
COMPACTED NON
COHESIVE BACKFILL =1/3 O.D.
COMPACTED TO 100% SMDD
IN 2x150mm(MAX.) LAYERS
SANDSTONE
COMPACTED TO 95% SMDD
IN 250mm (MAX.) LAYERS
ORDINARY FILL FREE FROM
CLAY LUMPS EXCEEDING 75mm,
STONES EXCEEDING 25mm AND
CONTAMINATE MATERIALS
CL
O.D.
TRENCH WIDTH = O.D.+600
300
100
100mm MIN. THICK TOP SOIL
COMPACTED TO 98% SMDD
IN 150mm(MAX.) LAYERS
HAUNCH ZONE
BED ZONE
COMPACTED NON
COHESIVE BACKFILL =1/3 O.D.
COMPACTED TO 100% SMDD
IN 2x150mm(MAX.) LAYERS
COMPACTED TO 95% SMDD
IN 250mm(MAX.) LAYERS
ORDINARY FILL FREE FROM
CLAY LUMPS EXCEEDING 75mm,
STONES EXCEEDING 25mm AND
CONTAMINATE MATERIALS
(H1 & H2 SUPPORT)SCALE 1:20
PIPE TRENCH INSTALLATION
IN LANDSCAPE AREAS
PIPE TRENCH INSTALLATION
BENEATH PAVEMENT
100Ø A.G. PIPE 3m IN LENGTH
DRAINING IN DIRECTION OF FALL
OF PIPE TO DOWNSTREAM PIT.
PIPE TO BE WRAPPED IN GEOFABRIC
300 MIN.
TOP LAYER
700
IF APPLICABLE
700
IF APPLICABLE
300 MIN.
TOP LAYER
100Ø A.G. PIPE 3m IN LENGTH
DRAINING IN DIRECTION OF FALL
OF PIPE TO DOWNSTREAM PIT.
PIPE TO BE WRAPPED IN GEOFABRIC
NOTE: SLOTTED RIGID PVC PIPE AND
FITTINGS MAY BE USED
600 MIN. UNO
LIGHT DUTY IN LANDSCAPED AND PEDESTRIAN
AREAS HEAVY DUTY IN VEHICULAR PAVEMENTS.
AIR TIGHT CAST IRON OR BRASS SCREW OR BOLT
DOWN CAP.
300x300x150
CONCRETE SURROUND
HEAVY DUTY uPVC TO BE CONNECTED
TO THE SUB SOIL DRAINAGE LINE
100 DIA RIGID PVC
45° BEND
FLUSHING POINT (FP)SCALE 1:10
600 MIN UNO
NOTE: SLOTTED RIGID PVC PIPE AND
FITTINGS MAY BE USED
LIGHT DUTY IN LANDSCAPED AND PEDESTRIAN AREAS
HEAVY DUTY IN VEHICULAR PAVEMENTS. AIR TIGHT CAST
IRON OR BRASS SCREW OR BOLT DOWN CAP
300 x 300 x 150 CONCRETE
SURROUND
45°BEND
45°BEND Y PIECE
FLOW 1% MIN
300 x 300 x 150
CONCRETE SURROUND
100Ø RIGID PVC
HEAVY DUTY uPVC
TO BE CONNECTED
TO THE SUB SOIL
DRAINAGE LINE
100 SUBSOIL DRAINAGE LINE
REFER SUBSOIL BEDDING DETAILS
INTERMEDIATE RISER (IR)SCALE 1:10
D
D
D
0.75D
FILTER MEDIA
SCALE 1:50
4D
BOULDERS-APPROXIMATE
SIZE EQUAL TO THE PIPE
DIAMETER
PROPRIETARY
PRECAST CONCRETE
HEADWALL & APRON
RIP RAP D50=400 min 400 mm
THICK OVER VGEOFABRIC (BIDUM
A34 OR APPROVED EQUIVALENT)
RIP RAP D50=400 min
400 mm THICK OVER
GEOFABRIC (BIDUM
A34 OR APPROVED
EQUIVALENT)
1 : 4
1 : 4
ROCK HEADWALL - OUTLET PLAN TYPICAL
PROPRIETARY
PRECAST CONCRETE
HEADWALL & APRON
BOULDERS-APPROXIMATE SIZE
EQUAL TO THE PIPE DIAMETER
SECTIONSCALE
1-1:50
1-
CONSTRUCT PIT TO
FLUSH FINISH MASS PLANTING
A-
SECTIONSCALE:
A-1:20
PIT DETAILPLANSCALE 1:20
450x450 PRECAST
CONCRETE GRATED
SURFACE INLET PIT 450
Ø300uPVC
Ø225 uPVCØ300uPVCØ225 uPVC
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@hhconsult.com.au
www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_C200
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
STORMWATER MISCELLANEOUS DETAILS
& PIT LID SCHEDULE
J.Liu S.Hanna
S.Hanna A.Francis
MAR 2016
SHOWN @ A1
UGNSW
JMD DESIGN
2000mm1200 16004000
200400
800
SCALE 1:20
1000mm800600400
SCALE 1:10
0
200 100
200
DRAINAGE NOTES:
1. ALL STORMWATER WORK TO COMPLY WITH AS 3500 PART 3.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE MINIMUM COVER OF
600mm ON ALL PIPES
3. PROTECTION OF PIPES DUE TO LOADS EXCEEDING W7 WHEEL LOAD SHALL BE THE
CONTRACTOR'S RESPONSIBILITY
4. BEDDING TYPE SHALL BE TYPE H2 FOR RCP. WHERE NECESSARY THE OVERLAY ZONE
SHALL BE REDUCED TO ACCOMMODATE PAVEMENT REQUIREMENTS. REFER TO THIS
DRAWING FOR DETAILS.
5. NO CONSTRUCTION LOADS SHALL BE APPLIED TO PLASTIC PIPES.
6. FINISHED SURFACE LEVELS SHOWN ON LAYOUT PLAN DRGS TAKE PRECEDENCE OVER
DESIGN DRAINAGE SURFACE LEVELS.
7. ALL PIPES UP TO AND INCLUDING 300 DIA. SHALL BE SOLVENT OR RUBBER RING JOINTED
PVC CLASS SH PIPE TO AS1260. ALL OTHER PIPES TO BE RCP USING CLASS 2 RUBBER
RING JOINTED PIPE. HARDIES FRC PIPE MAY BE USED IN LIEU OF RCP IF DESIRED IN
GROUND.
8. ALL PITS IN NON TRAFFICABLE AREAS TO BE PREFABRICATED WITH "LIGHT DUTY" CLASS
B GALV. MILD STEEL GRATING AND FRAME.
ALL PITS IN TRAFFICABLE AREAS (CLASS "D" LOADING MAX) TO HAVE 150mm THICK
CONCRETE WALLS AND BASE CAST IN-SITU f'c=32 MPa, REINFORCED WITH N12-200 BOTH
LOADING WAYS CENTRALLY PLACE .U.N.O. ON SEPARATE DESIGN DRAWINGS IN THIS SET.
GALV.MILD STEEL GRATING AND FRAME TO SUIT DESIGN LOADING. PRECAST PITS,
RECTANGULAR OR CIRCULAR IN SHAPE, MAY BE USED IN LIEU AND SHALL COMPLY WITH
RELEVANT AUSTRALIAN STANDARDS.
PITS IN EXCESS OF 1.5 M DEEP TO HAVE WALL AND FLOOR THICKNESS INCREASED TO
200MM. REINFORCED WITH N12@200 CTS CENTRALLY PLACED BOTH WAYS THROUGHOUT
U.N.O.ON SEPARATE DESIGN DRAWINGS IN THIS SET. IF DEPTH EXCEEDS 5M CONTACT
ENGINEER.
9. ALL PITS, GRATINGS AND FRAMES SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATION AND TO BE IN ACCORDANCE WITH AS3500.3 AND
AS3996.
10. PIT CHAMBER DIMENSIONS ARE TO BE SELECTED TO SATISFY THE FOLLOWING:
- PIPE SIZE
- DEPTH TO INVERT
- SKEW ANGLE
REFER TYPICAL PIT CHAMBER DETAILS BELOW
IF PIT LID SIZE IS SMALLER THAN THE PIT CHAMBER SIZE THEN THE PIT LID IS TO BE
CONSTRUCTED ON THE CORNER OF THE PIT CHAMBER WITH THE STEP IRONS DIRECTLY
BELOW. ALTERNATIVELY THE PIT LID TO BE USED, IS TO BE THE SAME SIZE AS THE PIT
CHAMBER.
11. FOR PIPE SIZES GREATER THAN Ø300MM, PIT FLOOR IS TO BE BENCHED TO FACILITATE
FLOW.
12. GALVANISED STEP IRONS SHALL BE PROVIDED AT 300 CTS FOR PITS HAVING A DEPTH
EXCEEDING 1200MM. SUBSOIL DRAINAGE PIPE (Ø100 SLOTTED PVC IN A FILTER SOCK)
SHALL BE PROVIDED IN PIPE TRENCHES ADJACENT TO INLET PIPES. MINIMUM LENGTH 3M
UPSTREAM OF ALL PITS.
13. ALL ROOF DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500, PART 3. TESTING
TO BE UNDERTAKEN AND REPORTS PROVIDED TO THE SUPERINTENDENT.
14. LOCATION OF THE DIRECT DOWN PIPE CONNECTIONS MAY VARY ON SITE TO SUIT SITE
CONDITIONS.
15. SUBSOIL DRAINAGE LINES FOR LANDSCAPE AREA NOT SHOWN ON THESE DRAWINGS.
REFER TO LANDSCAPING PLANS FOR DETAILS.
PIT LID SCHEDULE
PIT/STRUCTURE NUMBERDESCRIPTION
-E 4 SURFACE INLET PIT WITH 450x450 HINGED LIGHT
DUTY GRATED LID CLASS "B" IN ACCORDANCE
01 ISSUED FOR CC/TENDER JL SH 09/03/2016
5000mm3000 400010000
2006001000
2000
SCALE 1:50
02 ISSUED FOR CONSTRUCTION CERTIFICATE JL SH 7/04/2016
A = 900
H
A
H
A
B
PIPE DIA. + 150
A = 600 FOR PIPES UP TO 375 DIA.
PIT CHAMBER DIMENSIONS
FOR PIPES UP TO 600 DIA.
PIT CHAMBER FOR PIPES
GREATER THAN 600 DIA.
H = 0-900mm - AxB = 600x600mm
H = 900-1200mm - AxB = 900x600mm
H = >1200mm - AxB = 900x900mm
FOR B = 600mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 225mm
FOR B = 900mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 375mm
FOR B = 1200mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 600mm
FOR B = 1500mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 825mm
FOR B = 1900mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 1050mm
FLOW FLOW
FLOW
PIT CHAMBER FOR
SIDE ENTRY ON SKEW
TYPICAL PIT CHAMBER SIZESIT IS THE CONTRACTORS RESPONSIBILITY TO SELECT PIT CHAMBER SIZE WITH REGARDS TO PIPE SIZE, DEPTH TO
INVERT AND SKEW ANGLE. REFER SKETCHES BELOW.SELECT PIT CHAMBER USING THE STEPS BELOW:
SELECT PIT CHAMBER SIZE DEPENDING ON THE PIPE DIAMETERS.
CHECK PIT CHAMBER SIZE TO SATISFY DEPTH TO INVERT REQUIREMENTS.
CHECK PIT CHAMBER DIMENSIONS TO SATISFY THE SKEW ANGLE IN THE TABLE.
SECTIONSECTION
PLAN
PIT SIZE & DEPTH
REQUIREMENTS
1
2
3
1 1
2
3
FOR REINFORCEMENT TO WALLS
AND FLOOR OF PITS (WHERE
REQUIRED) REFER TO NOTES 8.
FOR REINFORCEMENT TO HAUNCH SEE BELOW
NTSNTS
NTS
03 ISSUED FOR CONSTRUCTION CERTIFICATE JL SH 14/04/2016
A ISSUED FOR CONSTRUCTION MS SH 19/04/2016
97
97.5
98
98.5
97.10
97.28
97.7397.55
97.95
98.14
98.47
98.34
98.53
98.70
98.79
98.52
98.41
97.99
97.53
97.06
97.33
97.76
98.16
98.45
98.72
98.61
98.32
97.88
97.43
96.80
97.12
97.55
97.95
98.34
98.72
98.58
98.20
97.81
97.42
96.98
96.78
97.12
97.49
97.81
98.14
98.18
97.87
97.63
97.31
96.94
97.37
97.38
97.40
97.51
97.52
97.79
97.98
98.12
97.88
97.58
FILL
TOPSOIL
TOPSOILFILL
FILL
TOPSOIL
TOPSOILFILL
FILL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
T
TOPSOIL
TOPSOIL
F
FILLTOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
TOPSOIL
CONSTRUCTION ENTRY
PROVIDE SHAKER GRID AND
STABILISED SITE ACCESS
IN ACCORDANCE WITH
CAMDEN COUNCIL
DRAWINGS SD31.
PROVIDE MESH &
GRAVEL INLET
FILTER AROUND
THE EXISTING PIT.
TYPICAL
STOCKPILE LOCATION
CENTRAL AVENUE
PROPOSED
SEDIMENTATION
FENCE
EXISTING
ADMINISTRATIONS
BUILDING
98.00
98.50
98.50
98.23
97.84
TW98.00
98.50
98.50
97.95
RB
TOW98.91
98.244
98.14
SE1
SE1
SE1
SE1
PL4
PL4
CONDUIT
CONDUIT
SWD
SWD
25m
SCALE 1:250
2015105
12345
0
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@hhconsult.com.au
www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_SE01
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
SEDIMENT & EROSION CONTROL PLAN
J.Liu S.Hanna
S.Hanna A.Francis
MAR 2016
1:250 @ A1
UGNSW
JMD DESIGN
GENERAL INSTRUCTIONS
1. THIS SEDIMENT AND EROSION CONTROL WORKS FOR THE SITE SHALL BE CARRIED OUT IN
ACCORDANCE WITH THE REQUIREMENTS OF "MANAGING URBAN STORMWATER - SOILS AND
CONSTRUCTION, 4TH EDITION (2004)" BY LANDCOM.
2. AS REQUIRED BY CAMDEN COUNCIL SEDIMENT CONTROL MEASURES WILL BE REQUIRED DURING
THE CONSTRUCTION OF ALL DEVELOPMENTS/BUILDING WORKS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY THAT THE WORKS ARE CARRIED OUT IN ACCORDANCE WITH THE SEDIMENT AND
EROSION CONTROL PLAN AND COUNCIL'S REQUIREMENTS.
3. THE CONTRACTOR SHALL ENSURE THAT ALL SUBCONTRACTORS ARE INFORMED OF THEIR
RESPONSIBILITIES IN MINIMISING THE POTENTIAL FOR SOIL EROSION AND POLLUTION TO
DOWNSLOPE AREAS.
4. THE NON-DISTURBED PORTION OF THE CATCHMENT OUTSIDE OF OPERATING AREA IS TO BYPASS
THE BASINS BY MEANS OF LINED CATCH DRAINS.
5. WHERE PRACTICABLE, THE SOIL EROSION HAZARD SHALL BE KEPT AS LOW AS POSSIBLE.
LIMITATIONS TO ACCESS ARE TO BE VIA THE SEALED ACCESS ROAD OFF RODEO ROAD UNLESS
OTHERWISE APPROVED BY COUNCIL
6. ENSURE THAT ALL DRAINS ARE OPERATING EFFECTIVELY AND SHALL MAKE ANY NECESSARY
REPAIRS. REMOVE TRAPPED SEDIMENT WHERE THE CAPACITY OF THE TRAPPING DEVICE FALLS
BELOW 60%.
7. CONSTRUCT ADDITIONAL EROSION OR SEDIMENT CONTROL WORKS AS MAY BE APPROPRIATE TO
ENSURE THE PROTECTION OF DOWNSLOPE LANDS AND WATERWAYS.
8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN A FULLY FUNCTIONING CONDITION
AT ALL TIMES UNTIL THE SITE IS REHABILITATED.
9. REMOVE TEMPORARY SOIL CONSERVATION STRUCTURES AS THE LAST ACTIVITY IN THE
REHABILITATION PROGRAM.
EROSION CONTROL REQUIREMENTS
1. CLEARLY VISIBLE BARRIER FENCING SHALL BE INSTALLED AT
THE DISCRETION OF THE SITE SUPERINTENDENT TO ENSURE
TRAFFIC CONTROL AND PROHIBIT UNNECESSARY SITE
DISTURBANCE. VEHICULAR ACCESS TO THE SITE SHALL BE
LIMITED TO ONLY THAT ESSENTIAL FOR CONSTRUCTION
WORK AND SHALL ENTER THE SITE ONLY THROUGH THE
STABILISED ACCESS POINT.
2. SOIL MATERIALS SHALL BE REPLACED IN THE SAME LAYERS
THEY ARE REMOVED FROM THE GROUND i.e. ALL SUBSOILS
ARE TO BE BURIED AND TOPSOIL IS TO BE RESPREAD ON THE
SURFACE AT THE COMPLETION OF WORKS.
3. ALL DISTURBED AREAS ARE TO BE STABILISED WITHIN SEVEN
WORKING DAYS OF THE COMPLETION OF LAND SHAPING. ALL
DISTURBED AREAS ARE TO BE PROTECTED SO THAT THE LAND
IS PERMANENTLY STABILISED WITHIN SIX MONTHS. TOPSOIL
SHALL BE RESPREAD OVER THE SITE, OTHER THAN LOT
RE-GRADING AREAS, TO A MINIMUM DEPTH OF 100mm ON
BARE BUT TYNED SOIL SURFACES AND THE SITE SHALL BE
REVEGETATED IN ACCORDANCE WITH THE FOLLOWING:
NOTE
THE SEDIMENT AND EROSION CONTROL MEASURES SHOWN
ON THIS PLAN ARE FOR THE INITIAL EARTHWORKS STAGES.
AS CONSTRUCTION OF THE SITE PROGRESSES, GEOTEXTILE
INLET FILTERS AND MESH & GRAVEL INLET FILTERS WILL
BE REQUIRED TO BE INSTALLED AROUND THE PROPOSED
STORMWATER PITS.
LEGEND
TRAFFIC MANOEUVRING
PROPOSED SEDIMENTATION FENCE
PROPOSED STOCKPILE LOCATION
PROPOSED MESH & GRAVEL INLET FILTER
EXISTING BOUNDARY
PROPOSED VEHICLE SHAKER GRID
AND STABILISED SITE ACCESS
SEDIMENT& EROSION CONTROL PLANSCALE 1:250
01 ISSUED FOR CC/TENDER JL SH 09/03/2016
02 ISSUED FOR CONSTRUCTION CERTIFICATE JL SH 7/04/2016
A ISSUED FOR CONSTRUCTION MS SH 19/04/2016
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,
79 Victoria Avenue
Chatswood NSW 2067
+61 2 9417 8400
+61 2 9417 8337
email@hhconsult.com.au
www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_SE02
ORAN PARK TOWN CENTRE
LIBRARY SOUTH
SEDIMENT & EROSION CONTROL
TYPICAL DETAILS
J.Liu S.Hanna
S.Hanna A.Francis
MAR 2016
N.T.S.
UGNSW
JMD DESIGN
DISTURBED AREA DIRECTION OFFLOW
1.5m STAR PICKETS@ MAX. 2.5m CENTRES
UNDISTURBED AREAS
PLAN
FLOWSTAR PICKETS @ MAX.2.5m SPACINGS TYPICAL
SEDIMENT FENCESCALE N.T.S.
MIN. 1
.5m
20m MAX.
SECTION DETAIL
1.5m STAR PICKETS@ MAX. 2.5m CENTRES
SELF-SUPPORTINGGEOTEXTILE
DIRECTION OF FLOW
ON SOIL, 150mm x 100mmTRENCH WITH COMPACTEDBACKFILL AND ON ROCK, SETINTO SURFACE CONCRETE
600m
m M
IN.
500 - 60
0mm
SEDIMENT FENCE CONSTRUCTION NOTES:1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE
SITE, BUT WITH SMALL RETURNS AS SHOWN IN THE DRAWING TO LIMIT THE CATCHMENT AREA OF ANY ONE
SECTION. THE CATCHMENT AREA SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF CONCENTRATED
AT ONE POINT TO 50 LITRES PER SECOND IN THE DESIGN STORM EVENT, USUALLY THE 10-YEAR EVENT.
2. CUT A 150mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC
TO BE ENTRENCHED.
3. DRIVE 1.5m LONG STAR PICKETS INTO GROUND @ 2.5m INTERVALS (MAX.) AT THE DOWNSLOPE EDGE OF
THE TRENCH. ENSURE ANY STAR PICKETS ARE FITTED WITH SAFETY CAPS.
4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS ENSURING IT GOES TO THE
BASE OF THE TRENCH. FIX THE GEOTEXTILE WITH WIRE TIES OR AS RECOMMENDED BY THE
MANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENT FENCING. THE USE OF
SHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.
5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mm OVERLAP. 6. BACKFILL THE TRENCH OVER
THE BASE OF THE FABRIC AND COMPACT IT THOROUGHLY OVER THE GEOTEXTILE.
CONSTRUCTION SEQUENCE
WORKS SHALL BE UNDERTAKEN IN THE FOLLOWING SEQUENCE:
1. INSTALL SEDIMENT FENCING AND CUT DRAINS TO MEET THE
REQUIREMENTS OF THE SEDIMENT AND EROSION CONTROL PLAN.
WASTE COLLECTION BINS SHALL BE INSTALLED ADJACENT TO SITE
OFFICE.
2. CONSTRUCT STABILISED SITE ACCESS IN ACCORDANCE WITH CAMDEN
COUNCIL'S REQUIREMENTS.
3. REDIRECT CLEAN WATER AROUND THE CONSTRUCTION SITE.
4. INSTALL SEDIMENT CONTROL PROTECTION MEASURES AT ALL NATURAL
AND MAN-MADE DRAINAGE STRUCTURES. MAINTAIN UNTIL ALL THE
DISTURBED AREAS ARE STABILISED.
5. CLEAR AND STRIP THE WORK AREAS. MINIMISE THE DAMAGE TO THE
GRASS AND LOW GROUND COVER OF NON-DISTURBED AREAS.
6. ANY DISTURBED AREAS, OTHER THAN BUILDING PAD AREAS, SHALL
IMMEDIATELY BE COVERED WITH SITE TOPSOIL WITHIN 7 DAYS OF
CLEARING. BUILDING PAD AREAS SHALL BE COVERED WITH BITUMEN
EMULSION AS SPECIFIED.
7. APPLY PERMANENT STABILISATION TO SITE (LANDSCAPING).
SILT FENCE
TIE TO FENCE AT 1m INTERVAL
N.T.S.
PERIMETER SECURITY FENCE WITH WIND BARRIER
PERIMETER SECURITY FENCE WITH
WIND BARRIER & SILT FENCE
TIMBER SPACERTO SUIT
KERB-SIDE INLET
OVERFLOW
GRAVEL-FILLED WIRE MESHOR GEOTEXTILE "SAUSAGE"
RUNOFF WATERWITH SEDIMENT
FILTERED WATER
SEDIMENT
GRAVEL-FILLED WIRE MESHOR GEOTEXTILE "SAUSAGE"
1. FABRICATE A SLEEVE MADE FROM GEOTEXTILE OR WIRE MESH LONGER THAN THE LENGTH OF THE INLET PIT AND FILL IT WITH 25mm TO 50mm GRAVEL.2. FORM AN ELLIPTICAL CROSS-SECTION ABOUT 150mm HIGH x 400mm WIDE.3. PLACE THE FILTER AT THE OPENING LEAVING AT LEAST A 100mm SPACE BETWEEN IT AND THE KERB INLET. MAINTAIN THE OPENING WITH SPACER BLOCKS.4. FORM A SEAL WITH THE KERB TO PREVENT SEDIMENT BYPASSING THE FILTER.5. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR THE MESH OR GEOTEXTILE PROVIDING THEY ARE PLACED SO THAT THEY CAN FIRMLY ABUT EACH OTHER AND SEDIMENT / LADEN WATERS CANNOT PASS
TIMBER SPACERTO SUIT
MESH & GRAVEL INLET FILTERSCALE N.T.S.
BETWEEN.
MESH & GRAVEL INLET FILTER CONSTRUCTION NOTES:
EARTH BANK
FLOW
STABILISE STOCKPILE SURFACE
2:1 SL
OPE (M
AX.) 2:1 SLOPE (MAX.)
SEDIMENT FENCE
STOCKPILE CONSTRUCTION NOTES:PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.WHERE THEY ARE TO BE PLACED FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVEDE.S.C.P. OR S.W.M.P. TO REDUCE THE C-FACTOR TO LESS THAN 0.10.CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER AROUND STOCKPILES ANDSEDIMENT FENCES 1 TO 2 METRES DOWNSLOPE.
1.
2.3.4.
5.
STOCKPILESSCALE N.T.S.
01 ISSUED FOR CC/TENDER JL SH 09/03/2016
02 ISSUED FOR CONSTRUCTION CERTIFICATE JL SH 7/04/2016
A ISSUED FOR CONSTRUCTION MS SH 19/04/2016
Document Transmittal Project Oran Park Town: Library South
Proj
ect S
tage
70%
Ten
der
Issu
e
70%
Ten
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Issu
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Client: Urban Growth NSW
Job no: 1011112 Page: 1 of 1
Day 26 05
Month 08 09
Year 16 16
JMD Document Register Dwg no. Scale
Title Sheet LT01 As Shown A B
Services Plan LV01 1:200 A B
Setout and Levels Plan LL01 1:200 A B
Finishes Plan LF01 1:200 A B
Jointing Plan LJ01 1:200 A B
Planting Plan LP01 1:200 A B
Landscape Sections LS01 As Shown A B
Landscape Details 1 LD01 As Shown A B
Landscape Details 2 LD02 As Shown A B
Landscape Details 3 LD03 1:100 A B
Landscape Details 3 LD04 As Shown A
Sub consultant Document Register
Drawing List and Site Plan EL-001 As Shown P4 P4
Legend and General Notes EL-002 NTS P5 P5
Lighting and Electrical Layout Sheet 1 EL-101 1:200 P5 P5
Lighting Detail Sheet 1 EL-110 As Shown P4 P4
Single Line Diagram and Main Switchboard Elevation EL-301 As Shown P4 P4
JMD_CP_1603_02 Automatic Irrigation System JMD 1:250 A A
Cover Sheet, Drawing Schedule, Notes & Locality Plan C000 NTS A A
General Site Plan C001 1:250 A A
General Arrangement Plan C100 1:250 A A
Stormwater Miscellaneous Details & Pit Lid Schedule C200 As Shown A A
Sediment & Erosion Control Plan SE01 1:250 A A
Sediment & Erosion Control Typical Details SE02 NTS A A
Name: Of:
UGNSW 1 1
Brewster Hjorth Architects 1
Henry and Hymas 1
Anmeri 1 1
M Comment R Records C Construction M T
A Approval T Tender U Revision
C CD E Email P Paper E E
Delivery Method
C Courier P Post E Email H Hand Y Pickup E E