JMD ORAN PARK TOWN CENTRE LIBRARY SOUTHprojectcorp.com.au/wordpress/projectfiles/Oran Park... ·...

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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


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



LD04 LANDSCAPE DETAILS 4 A

ORAN PARK LOCALITY PLAN

NTS

01

MAIN STREET

C

E

N

T

R

A

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A

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E

N

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E

ORAN PARK

TOWN PARK

FUTURE RECREATION

CENTRE + POOL

LIBRARY

COUNCIL

ADMINISTRATION

BUILDING

50m20100

IRRIGATION PLANS AND DETAILS

M

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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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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


JMD_CP_1603_02 AUTOMATIC IRRIGATION SYSTEM A

CIVIL CONSULTANT PLANS AND DETAILS


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


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 PIT BY OTHERS. REFER


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


INDICATIVE CONDUIT LOCATION

CONDUIT

EVENT POWER ELECTRICAL BOLLARD. REFER


150 UPVC

STORMWATER PIPE BY OTHERS. REFER

ENGINEERS DOCUMENTATION

NOTES:

TO BE READ IN CONJUNCTION WITH

HYDRAULIC, ELECTRICAL AND CIVIL

ENGINEERS PLANS.

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STAGE 1 DOCUMENTATION FOR

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STAGE 1 THROUGH CONDUIT

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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

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SERVICES BY OTHERS INCLUDING:


Drawn: AH/ISDesigned: AJ Check: JD

Key plan:

Client:








70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



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



10m420

Approval



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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VE

CE

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9

8

.

5

0

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8

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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

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2400

2100

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0

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SOUTH TO BE CO-ORDINATED WITH

THE ADJACENT LIBRARY BUILDING

BW98.58

98.61

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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

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4

7

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00

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00

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4

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02

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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:


Drawn: AH / ISDesigned: AJ Check: JD

Engineer:








70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



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



Approval



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


// // // //

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


UL2

NOTES

HATCH SHOWN AS PATTERN ONLY.

DETAILS OF PAVING JUNCTIONS AND

INTERSECTION TO FOLLOW. DETAIL

AS SHOWN SHEET LD04

CE

NT

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PLAN CONSTRUCTION WORKS TO

ENSURE SEAMLESS PAVING FINISH

BETWEEN LIBRARY SOUTH AND

ADJACENT COUNCIL ADMIN BUILDING

PAVING WORK

//

//

// // // //

//

//

// //

//



BETWEEN LIBRARY SOUTH AND LIBRARY

BUILDING PAVING WORK

//

//

//

//

//

//

//

//

//

//

/

/

//

//

//

//

//

//

//

//

////



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

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1

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1

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1

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1

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PL4PL4

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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



Key plan:

Client:








70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



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



Approval



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



LIBRARY BUILDING PAVING WORKS

05

LD01

CJB



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

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EJ

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EJ

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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.


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



Director


Consultant:


Drawn: AH / ISDesigned: AJ Check: JD

Engineer:








CONSTRUCTION ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



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



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



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:



Key plan:

Client:








70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



LIBRARY SOUTH

Title

Project

Date

05.09.16

Approval



Director

Signed: Date:

PLANTING PLAN

1:200 @ A1

LP01 B

NO

T FO

R C

ON

STR

UC

TIO

N



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

E

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.


FLUSH CONCRETE EDGE


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

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

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




FLUSH CONCRETE EDGE




FLUSH CONCRETE EDGE




FLUSH CONCRETE EDGE


5m210

50m20100

Approval



Director


JMD design

190 James Street

Redfern NSW 2016

T (02) 9310 5644 F (02) 9319 4858

ABN 30 128 554 638










70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



LIBRARY SOUTH

Title

Project

Date

Consultant:

LANDSCAPE SECTIONS

AS SHOWN @ A1

LS01 B

NO

T FO

R C

ON

STR

UC

TIO

N



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


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



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










70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



LIBRARY SOUTH

Title

Project

Date

Consultant:

Approval



Director


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



PAVING TYPE 'A' - TYPICAL DETAIL SECTION

1:10 @ A1

01

Approval



Director


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


BED AS SPECIFIED

N16 - 300 L BARS

10mm CHAMFER TO ALL

EXPOSED EDGES

8 N12 WITH N12 AT 300 TIES

SL82 CENTRAL


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


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



Director











70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



LIBRARY SOUTH

Title

Project

Date

Consultant:

Approval



Director


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



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


PRECAST WALL TYPE C


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


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


PRECAST WALL TYPE C


IJIJ

IJIJCJ

CJ

CJ

SE

CT

IO

N JO

IN

L

IN

E

Approval



Director











70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



LIBRARY SOUTH

Title

Project

Date

Consultant:

Approval



Director


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



5m210

INSITU CONCRETE EDGE SETOUT - PLAN

1:100 @ A1

01

INSITU CONCRETE EDGE SETOUT - SECTION

1:100 @ A1

02

5m210

5m210

Approval



Director











70% TENDER ISSUE

MARCH 2016

Drawing status

1011112

Job No.

Drawing numberIssue

Scale



LIBRARY SOUTH

Title

Project

Date

Consultant:

Approval



Director


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


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

E

N

T

R

A

L

A

V

E

N

U

E

C

E

N

T

R

A

L

A

V

E

N

U

E

S

E

2

S

E

2

S

E

2

S

E

2

S

E

2

S

E

2

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

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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: [email protected]

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


DrawnProject No


Drawing

Approv.Drawing No

Scale

Rev

Date

Client



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

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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


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


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


DrawnProject No


Drawing

Approv.Drawing No

Scale

Rev

Date

Client



Lighting, Art & Science1:200@A1

20m10864201:200@A1

URBAN GROWTH NSW

JMD

RMDA

2016

MAR 2016

P5EL-101

SHEET 1LIGHTING AND ELECTRICAL LAYOUT

L135OC


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



DrawnProject No


Drawing

Approv.Drawing No

Scale

Rev

Date

Client




AS SHOWN

URBAN GROWTH NSW

JMD

RMDA

2016

MAR 2016

P4EL-110

SHEET 1LIGHTING DETAIL

L135OC


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



DrawnProject No


Drawing

Approv.Drawing No

Scale

Rev

Date

Client




AS SHOWN

URBAN GROWTH NSW

JMD

RMDA

2016

MAR 2016

P4EL-301

MAIN SWITCHBOARD ELEVATIONSINGLE LINE DIAGRAM AND

L135OC


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: [email protected]: 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 protected]

www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_C000


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


Architect

Client


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]



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




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


Architect

Client


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]



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





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.


IN 2x150mm(MAX.) LAYERS

SANDSTONE


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


IN 150mm(MAX.) LAYERS

HAUNCH ZONE

BED ZONE

COMPACTED NON

COHESIVE BACKFILL =1/3 O.D.


IN 2x150mm(MAX.) LAYERS


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


Architect

Client


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]



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


5000mm3000 400010000

2006001000

2000

SCALE 1:50


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





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



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


Architect

Client


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]

www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_SE01


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




Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client


Level 5,

79 Victoria Avenue

Chatswood NSW 2067

+61 2 9417 8400

+61 2 9417 8337

[email protected]

www.henryandhymas.com.auGlobal-Mark.com.au® A14966_C2_SE02


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.




Document Transmittal Project Oran Park Town: Library South

Proj

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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

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