proposed retail development railway terrace, …

01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017

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

Telephone

+61 2 9417 8400Facsimile

+61 2 9417 8337

Email

[email protected]

Web

www.henryandhymas.com.auGlobal-Mark.com.au® 0217B01_DA_C000

PROPOSED RETAIL DEVELOPMENT

RAILWAY TERRACE, SCHOFIELDS NSW

COVER SHEET, DRAWING SCHEDULE

NOTES AND LOCALITY SKETCH

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

NTS @ A1

COLES GROUP PROPERTY DEVELOPMENTS

CHRISTIANSEN OBRIEN ARCHITECTS



CIVIL ENGINEERING WORKSGENERAL NOTES:

1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH BLACKTOWN CITY 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 BLACKTOWN CITY 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.

LOCALITY SKETCHSCALE: NTS

PROPOSED SITE

SURVEY

INFORMATIONSURVEYED BY LAND PARTNERS

DATUM: AHD

ORIGIN OF LEVELS: PM 57796 RL 26.236

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 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 Ø80 uPVC SEWER GRADE CONDUITS EXTENDING A MINIMUM OF 500mm

BEYOND EDGE OF PAVING.

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 THE 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 THE 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 Ø80 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.

SURVEY NOTES

THE EXISTING SITE CONDITIONS SHOWN ON THE FOLLOWING DRAWINGS

HAVE BEEN INVESTIGATED BY THE SURVEYOR SPECIFIED IN THE TITLE

BLOCK.

THE INFORMATION IS SHOWN TO PROVIDE A BASIS FOR DESIGN. HENRY

AND HYMAS PTY. LTD. DOES NOT GUARANTEE THE ACCURACY OR

COMPLETENESS OF THE SURVEY BASE OR ITS SUITABILITY AS A BASIS FOR

CONSTRUCTION DRAWINGS.

SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION

BETWEEN THE SURVEY DATA AND ACTUAL FIELD DATA, CONTACT HENRY

AND HYMAS PTY. LTD. THE FOLLOWING NOTES HAVE BEEN TAKEN DIRECTLY

FROM ORIGINAL SURVEY DOCUMENTS.

ORIGIN OF LEVELS PM 57796 RL 26.236

DATUM AHD

02 ISSUED FOR DA ONLY IK JG 19.12.2017

DRAWING SCHEDULE17B01_DA_C000 COVER SHEET, DRAWING SCHEDULE, NOTES & LOCALITY SKETCH

17B01_DA_C100 GENERAL ARRANGEMENT PLAN

17B01_DA_C101 DETAIL PLAN, SHEET 1 OF 3



17B01_DA_C110 TYPICAL SECTIONS

17B01_DA_C115 BASEMENT RAMP 1 PLAN AND SECTIONS

17B01_DA_C116 BASEMENT RAMP 2 PLAN AND SECTIONS

17B01_DA_C200 STORMWATER MISCELLANEOUS DETAILS AND PIT LID SCHEDULE

17B01_DA_C201 OSD PLAN

17B01_DA_C202 OSD SECTIONS AND DETAILS

17B01_DA_C210 STORMWATER LONGITUDINAL SECTIONS SHEET 1 OF 2

17B01_DA_C211 STORMWATER LONGITUDINAL SECTIONS SHEET 2 OF 2

17B01_DA_C250 STORMWATER CATCHMENT PLAN

17B01_DA_C251 MUSIC MODELING CATCHMENT PLAN

17B01_DA_C252 STORMWATER DETAIL CATCHMENT PLAN

17B01_DA_C600 MINERVA ROAD DETAIL PLAN - STAGE 1

17B01_DA_C601 MINERVA ROAD LONG SECTION

17B01_DA_C602 MINERVA ROAD TYPICAL SECTIONS

17B01_DA_BE00 BULK EARTHWORKS CUT AND FILL PLAN

17B01_DA_BE01 BULK EARTHWORKS SITE SECTIONS

17B01_DA_SE01 SEDIMENT & EROSION CONTROL PLAN

17B01_DA_SE02 SEDIMENT & EROSION CONTROL TYPICAL SECTIONS & DETAILS

Concrete Panel Building

Woolworths Supermarket

VA STREET

Paling Fence on Concrete Retaining Wall

Metal Shed

Metal

shed

Brick

GarageCo

ncrete

DAM

Post and Wire Fence

Concrete

Brick Residence

RAILWAY TERRACE

Concrete Path

Metal Fence

Metal Wire Fence

METAL FNC

SIN 31.91

SINGLE STORY

BUILDING

'COFFEE SHOP'

BANK

Ø600mm

MANCHESTER DRIVE

Fence

Concrete Kerb And Gutter

Metal

Shed

Metal

Shed

Bottom of Bank

MANCHESTER DRIVE

Fence

Edge of Bitumen

Edge of Bitumen

Lip of Kerb

FootpathKerb Channel & Invert

Ø600mm

Gu

lly P

itS

L 3

1.4

4

Footpath

25DP1191922

Gully Pit

Gully Pit

Gully Pit

Gully Pit

Gully Pit

Un

kno

wn

Pit

SL 3

2.7

7

Un

kno

wn

Pit

SL 3

2.5

6

Sto

rm W

ate

rS

tru

ctu

reS

L 3

2.1

2

Awning

Awning

PROPOSED BOUNDARY

PROPOSED BOUNDARY

JACQUI AVENUE (PROPOSED NEW ROAD)


MINERVA STREET (PROPOSED EXTENSION)

RAILWAY TERRACE (PROPOSED ROAD WIDENING)

MANCHESTER DRIVE (PROPOSED ROAD WIDENING)

MINERVA ST (PROPOSED EXTENSION)

73°21 05ˆ

(207|795)

196|065

258°0340

227|155

347°3320

182|825

165°0615

45|11

34.32

34.67

34.43

32.8

33

33.82

34.63

34.11

34.67

33.39

30.33

32.28

31.82

32.94

33.53

31.33

30.58

31.48

33.39

33.28

32.17

32.64

31.51

33.01

31.92

31.33

33.27

30.45

32.52

31.51

30.89

32.06

33.68

32.03

32.56

31.48

32.82

32.79

30.18

33.58

33.45

31.27

30.52

31.73

30.70

33.47

33.55

30.20

33.76

33.70

33.40

33.43

31.05

31.83

32.12

33.40

0

33.37

33.10

31.09

31.45

29.78

30.46

33.44

33.71

31.00

33.60

32.14

33.35

32.51

33.49

33.44

30.36

33.64

31.00

32.94

33.75

30.55

33.37

32.06

32.07

31.28

33.65

30.48

31.67

33.44 33.0533.01

32.82

32.28

33.3533.45

32.11

32.99

33.1333.2833.35

31.61

32.98

33.

33.24

32.80

32.05

33.3432.45

33.43 33.20

32.15

31.84

3

32.80

33.33

32.53

32.69

To

p o

f P

ole

RL:4

3.1

9

30.70

30.5430.76

30.48 30.97

30.68

30.51

30.86

30.36

30.55

30.40

30.67

30.77

29.85 30.84

31.45

30.28

31.03

30.66

30.71

31.54

30.30

30.60

30.18

30.26

34.87

30.79

32.35

34.11

31.14

32.98

34.72

34.82

31.75

33.62

31.5730.87

32.57

32.34

32.97 30.9032.8

6

30.73

31.13

32.02

32.57

32.23

32.52

32.40

33.45

30.8832.42

33.07

30.94

32.08

32.57

32.42

31.48

30.81 30.76

32.70

32.72

30.88

32.40

32.29

30.90

30.97

32.6933.34

33.39

33.38

32.40

30.78

32.23

32.86

30.75

31.60 31.52

30.83

32.97

33.39

33.28

30.76 30.75

32.7132.25

33.46

30.88

32.28

31.15

32.48

32.8132.22

30.77

32.39

30.78 30.95

32.79

31.14

30.8330.90

31.0030.79

31.0830.65

31.30

30.80

30.85

30.7231.09

30.89

30.69

31.01

31.11

30.8030.82

31.30

30.67

30.97

28.60

31.93

32.68

28.45

28.40

29.35

32.73

30.08

28.28

29.39

32.13

30.11

31.86

32.42

31.44

32.41

31.78

31.71

30.81

32.70

31.40

32.33

32.44

31.75

32.55

31.85

28.56

32.17

31.95

28.31

28.78

31.86

31.94

32.62

32.28

28.38

32.02

28.17

32.25

32.53

30.80

28.69

28.25

30.33

32.32

32.91

32.76

33.24

32.94

31.89

32.28

31.03

32.89

31.62

32.46

33.30

31.92

32.12

29.59

33.01

31.98

33.18

32.02

32.76

28.55

29.01

33.09

31.98

32.59

32.84

33.18

33.75

33.84

33.75

33.77

33.02

32.98

33.53

33.68

33.69

33.78

33.22

33.44

33.76

33.75

33.53

33.72

33.79

33.10

33.26

33.49

33.75

33.73

33.40

33.78

33.63

33.13

33.63

33.56

33.69

33.08

33.67

33.40

33.17

33.13

33.63

33.02

33.22

Rid

ge:3

8.8

6

Rid

ge:3

8.8

6

Rid

ge:3

8.3

2

31.80

33.36

33.24

32.23

33.06

33.28

33.16

33.39

32.88

31.56

33.26

32.44

32.54

33.43

32.65

33.43

28.49

31.82

32.36

32.64

28.54

30.86

32.32

32.61

32.49

32.61

32.08

32.72

31.92

28.78

31.49

30.18

32.76

31.97

29.40 29.12

32.55

30.01

30.05

29.30

33.03

32.59

29.91

29.01

29.81

28.51

28.68

32.89

33.45

33.40

30.57 30.68 30.81

30.82

31.15

31.49

31.90

32.37

33.15

33.83

34.30

34.56

34.86

34.93

35.09

35.02

34.77

34.67

34.24

33.78

33.15

32.45

32.04

31.60

31.37

31.07

31.24

32.14

34.13

35.10

34.81

32.91

30.98

31.54

33.71

34.92

32.40

28.51

29.01

32.68

32.48

28.30

32.70

29.67

32.47

32.56

32.58

32.76

32.12

32.31

32.39

32.84

32.20

30.44

28.92

28.02

32.63

32.24

32.11

32.09

32.30

30.71

32.00

33.04

32.47

30.82

32.15

33.36

31.68

30.69

33.14

31.7332.85

31.46

32.38

33.39

30.73

31.12

32.31

30.69

32.71

32.40

30.72

32.58

32.77

32.02

33.11

33.14

32.94

33.32

32.34

33.30

32.55

33.23

32.74

33.31

33.27

32.50

33.20

31.60

33.31

32.9433.0533.12

32.4232.48

31.08

30.74

31.1931.43

30.95

31.43

31.13

30.18

32.69

29.41

32.30

28.54

30.87

32.09

33.91

28.82

33.21

32.48

32.62

32.58

33.07

32.47

33.82

32.40

32.70

33.85

32.77

33.88

33.49

28.50

33.32

32.51

31.92

32.72

33.88

31.83

31.49

33.02

33.85

33.37

32.64

33.1

32.44

SL:3

1.7

1

SL:2

8.7

8

SL:3

2.4

5

SL:

31.7

6

SL:3

0.7

7

SL:

31.5

1

SL:

31.7

2

SL:3

1.4

9

32.886

32.818

32.898

32.938

32.742

32.782

FL:3

4.1

6

IL:2

9.6

5

IL:2

9.7

4

SL:3

2.8

5

SL:3

3.2

7

To

p o

f P

ole

RL:4

3.3

3

SL:3

2.6

1

IL:2

9.8

4

IL:2

9.7

9

IL:2

7.3

5

IL:2

6.8

5

IL:2

6.9

1

SL:3

3.4

8

IL:3

0.5

0IL

:30

.52

SL:3

2.2

8IL

:30

.74

Flo

or

Leve

lR

L:3

2.1

3

SL:2

8.0

5

SL:3

2.8

4

SL:3

1.5

0

To

p o

f P

ole

RL:3

8.4

0

30.4

30.8

31.2

31.6

32.0

32.4

32.8

33.2

33.6

30.2

30.6

31.0

31.4

31.8

32.2

32.6

33.0

33.4

33.8

30.030.0

30.4

30.4

30.8

30.8

31.2

31.6

32.0

32.4

32.8

30.230.230

.6

30.6

31.0

31.4

31.8

32.2

32.6

33.0

30.8

31.2

31.6

32.0

32.4

32.8

3

34.8

30.6

31.0

31.4

31.8

32.2

32.6

34.6

35.0

30.8

30.8

31.231

.6

32.0

32.4

32.4

32.8

32.8

33.2

33.2

31.0

31.4

31.8

32.2

32.6

32.6

33.0

33.0

33.433.4

28.8

29.2

29.6

30.0

30.4

30.8

31.2

31.6

32.0

32.4

32.8

28.6

29.0

29.4

29.8

30.2

30.6

31.0

31.4

31.8

32.2

32.6

33.0

32.6

32.4

32.0

32.2

32.0

32.6

33.4

33.4

33.4

32.432.8 32.

232.6

33.4

33.4

33.6

FFL 33.07

FFL 33.13PROPOSED MCDONALDS

"BY OTHERS"

FFL 33.07

17B01_DA_C103

17B01_DA_C101 17B01_DA_C102

MANCHESTER DRIVE

RAILWAY TERRACE

MINERVA ROAD

JACQUE AVENUE

PROPOSED SUPERMARKET

FFL 32.80

FFL 33.20

SURVEY


DATUM: AHD


40m3224168

SCALE 1:4002468

0

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




GENERAL ARRANGEMENT PLAN

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

1:400 @ A1



GENERAL ARRANGEMENT PLANSCALE 1:400


PROPOSED RETAINING WALL

PROPOSED DOWNPIPEDP

RW

PROPOSED PRAM RAMP

EXISTING STORMWATER PIT

PROPOSED EDGE STRIPES

PROPOSED DOWNPIPE COLLECTION LINE

EXTENT OF CAR PARK BASEMENT LINE


LEGEND

EXISTING BOUNDARY

PROPOSED RIDGE LINE

PROPOSED VALLEY LINE

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

EXISTING STORMWATER PIPE

PROPOSED STORMWATER PIPE

PROPOSED BATTER LINE

EXISTING CONTOURS32.30

PROPOSED CONTOURS32.40

PROPOSED KERB & GUTTERK&G

PROPOSED KERB ONLYKO

PROPOSED INTEGRAL KERBIK

PROPOSED DISH GUTTERDG

OVERLAND FLOW PATHO/F

Paling Fence on Concrete Retaining Wall

Metal Shed

Metal

shed

Brick

GarageCo

ncrete

Concrete

Brick Residence

Concrete Path

Metal Fence

Metal Wire Fence

SINGLE STORY

BUILDING

'COFFEE SHOP'

MANCHESTER DRIVE

Concrete Kerb And Gutter

Footpath

Un

kn

ow

n P

itS

L 3

2.7

7

Un

kn

ow

n P

itS

L 3

2.5

6

PROPOSED BOUNDARY

RAILWAY TERRACE (PROPOSED ROAD WIDENING)

MANCHESTER DRIVE (PROPOSED ROAD WIDENING)

36|37

182|825

33.39

33.53

33.60

33.39

3.28

33.68

33.58

.45

33.47

33.55

33.76

33.70

33.43

33.40

33.52

.50

33.37

33.44

33.71

33.60

33.35

33.49

33.44

33.64

33.75

33.65

.11

32

33.0

4

33

33.33

To

p o

f P

ole

43

.19

32.39

32.79

32.13

32.42

32.41

32.33

32.17

31.95

31.94

32.28

32.02

32.25

32.53

32.32

32.28

32.46

32.12

31.98

33.75

33.84

33.75

33.77

33.53

33.68

33.69

33.78

33.22

33.44

33.76

33.70

33.75

33.53

33.69

33.72

33.79

33.49

33.75

33.73

33.40

33.78

33.63

33.13

33.63

33.56

33.69

33.67

33.40

33.73

33.17

33.63

33.22

Rid

ge

:38

.86

Rid

ge

:38

.86

Rid

ge

:38

.32

31.80

32.23

32.54

32.36

32.32

32.49

32.61

32.08

33.03

33.45

33.40

32.40

32.68

32.48

32.70

32.47

32.56

32.58

32.76

32.12

32.31

32.39

32.84

32.20

32.63

32.24

32.11

32.09

32.30

32.77

32.48

33.91

33.71

33.21

32.58

33.07

33.82

33.74

32.40

33.85

33.88

33.49

33.88

33.73

33.02

33.85

33.11

2

32.742

FL

:34

.16

SL

:33

.27

SL

:32

.61

SL

:33

.48

IL:3

0.5

0IL

:30

.52

33.6

33.4

33.8

32.0

32.432.2

33.0

32.6

32.4

32.

33.4

33.4

.

MH

DTB 1.30m

CL 32.00

AIR VALVE

250 DICL

250 mPV

C

100 CICL

250 mPVC

100 mPVC

Discon main - d

Discon main - d

Discon main - d

TERRACE

32.00

32.50

32.5032.50

32.50

33.00

33.00

33.00

33.00 31

.6031.70

31.70

31.80

31.90

32.00

32.00

32.10

32.10

32.20

32.20

32.30

32.30

32.40

32.40

32.40

32.40

32.40

32.4032.40

32.40

32.5032.50

32.60

32.60

32.60

32.60

32.6

32.70 32.7032.7

32.70 32.70

32.80 32.80

32.9033.00

33.00

32.40

32.40

32.50

32.70

32.80

32.80

32.80

32.80

32.80

32.80

32.90

32.90

33.00

33.10

33.20

33.30

32.70

32.80

33.10

33.00

32.90

32.80

33.10

PROPOSED KERB AND GUTTER

REFER TO BLACKTOWN CITY

COUNCIL FILE NUMBER A(BS)101M

SITE BOUNDARY

PROPOSED STAIRS

FFL 33.07 FFL 33.07

FFL 33.13

PROPOSED DRIVEWAY. REFER

TO BLACKTOWN CITY COUNCIL

DRAWING A(BS)103S

SITE BOUNDARY

KOKOKOKO

KO

KO

200mm HIGH KERB

KO

KO

ES

RW

RW

ES

ES ES

ES

ES

KO 300

KO

KO 300

KO 300

PROPOSED RAMP 1.REFER TO DRAWING17B01_DA_C115 FOR

DETAILS


FFL 32.80

32.33

32.55

32.61

32.61

32.73

32.41

32.85

32.85

32.85

32.85

32.75

32.75

32.90

32.75

32.97

33.00

32.85

32.96

32.85

32.85

32.65

32.85

32.88

32.59

32.40

31.79

32.8032.78

32.30

32.78

32.41

33.05

33.05

33.05

33.05

33.05

32.37

31.99

31.98

33.02

32.58

33.05

32.75

33.05

33.09

33.20

ES

32.78

32.91

32.88

32.86

32.85

32.82

32.79

32.77

32.75

32.71

32.69

32.66

33.36

33.38

33.39

33.41

33.39

33.32

33.27

33.22

33.20

BOUNDARY LEVELSTO BE CONFIRMED

PRIOR TO CC STAGE

33.75

33.88

33.85

33.74

1C110

2C110

32.97

32.80

33.13

33.20

33.14

32.74

32.89

33.90

33.05

RW

RW

RW

RW

33.68

RW

RW

RW

5.0%

2.5%

2.5%

2.5%

0.8%

0.8%

0.8%

0.8%

2.0%

1.9%

1.9%

2.0%

1.9%1.9%

1.8%

1.3%

2.2%

1.8%

1.8%

1.8%

2.0%

2.0%

2.0%

3.0%

1.5%1.2%

1.3% 1.5% 1.3%

1.3%

1.0% 1.2%

1.2%1.5%

32.45

A 1

D 1E 1

B 3

B 2 B 1

B 4

B 5

C 2

C 1

G

F 2

H 2

H 1

32.41

32.30

32.30

EXTENT OF BASEMENT

CARPARK

OSD

RWT

REFER TO DRAWING 17B01_DA_C201/ C202

FOR OSD SECTIONS AND DETAILS

ACO 300x300mm SURFACE INLET

FLOOR DRAIN OR SIMILAR TO BE

CAST INTO SUSPENDED SLAB

SIPHONIC DRAINAGE LINE

STRAPPED TO UNDERSIDE OF

BUILDING SLAB, CONNECTING TO

BREAK PIT. DESIGN BY OTHERS

IL29.20Ø75024.1m0.5%IL29.07

SIPHONIC DRAINAGE LINE STRAPPED

TO UNDERSIDE OF BUILDING SLAB,

CONNECTING TO BREAK PIT. DESIGN

BY OTHERS

RAILWAY TERRACE

32.50

32.50

32.50

32.50

32.49

32.48

32.50

32.77

32.85

32.89

33.36

33.20

33.13

33.13

33.20

33.20

33.13

32.83

32.93

32.82

32.76

32.62

33.05

33.05

32.55

32.54

32.70

32.50

32.52

32.40

32.45

32.50

32.40

32.65

32.72

32.85

32.85

32.85

32.85

32.80

32.62

32.62

32.73

32.71

32.90

H -0.84m

H -1.05m

H -1.00m

33.78

H -0.77m

4.2%

FFL 33.20

H 0.45m

H 2.65m

H 0.32m

H 2.30m

H 2.65m

H 0.1m

32.50

MANCHESTER DRIVE

F 1

H +0.3mH +0.0m

H +0.7mH +1.1m

BUILDING WALL TO EXTEND TO ROAD RESERVE

BOUNDARY LEVELS TO HEIGHTS INDICATED

GD 6

H -0.8m

32.72

RW

32.94

H -0.49m

FINAL GRADING AND DRAINAGE OF ENTIRE TOWN PLAZA AREA

IS TO BE CONFIRMED AND COORDINATED WITH ADJACENT

PROPERTY OWNERS. THE SITE OSD TANK HAS BEEN SIZED TO

ACCOMMODATE ALL OF THE TOWN PLAZA AREA. ALTHOUGH

NOT SHOWN THE NORTHERN SIDE OF THE PLAZA WOULD

NEED TO BE COLLECTED VIA BOUNDARY GRATED DRAIN.

BUILDING WALL TO EXTEND TO

ROAD RESERVE BOUNDARY

LEVELS TO HEIGHTS INDICATED

32.66

32.66

DP DP DPDP

SURVEY


DATUM: AHD


20m1684

SCALE 1:200

120

1234

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




DETAIL PLAN

SHEET 1 OF 3

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

1:200 @ A1



DETAIL PLAN SCALE 1:200

FOR CONTINUATION REFER DWG.17B01_DA_C103




NOTE:SLOTTED SUBSOIL DRAINAGE LINES NOT SHOWN

ON DA DRAWINGS; DETAILS TO BE PROVIDED

PRIOR CONSTRUCTION DRAWING ISSUE



Fence

NG)182|825

32.88

.11

0.55 0.40

31.03

0.30

32.3

32.98

3

330.80

8

31.80

30.68

30.82

31.15

31.49

31.90

32.37

32.45

32.04

31.60

31.37

31.07

31.24

32.14

32.91

30.98

31.54

31

30.74

SL:31.49

31.6

32.8

4

31.8

32.6

END

500 CICL

250 DICL

160 PE - d

Discon main - d

31.00

31.00

31.00

31.00

31.50

31.50

31.50

32.00

32.00

32.00

32.50

32.50

31.50

31.60

31.70

31.70

31.70

31.80

31.80

31.90

31.90

31.90

32.00

32.00

32.00

32.00

32.10

32.10

32.10

32.10

32.20

32.20

32.20

32.30

32.30

32.30

32.30

32.40

32.40

32.40

32.40

32.40

32.40

32.40

32.40

32.50

32.50

32.50

32.60

32.60

32.60 32.60 32.60

32.60

32.7032.70

32.70 32.70

32.70

32.70

32.80

32.9033.00

32.40

32.50

FFL 33.07



DRAWING A(BS)103S

KO

KO

KO

K&G

KO

ES

ES

ES

ES ES ES

PROPOSED MCDONALDS

"BY OTHERS"


FFL 32.80PROPOSED SUPERMARKET

FFL 32.80

PROPOSED DRIVEWAY


COUNCIL DRAWING A(BS)103S

BATTER 1 IN 3 MAX.

32.85

32.85

32.65

32.85

32.88

32.59

32.40

32.13

32.23

31.54

31.79

32.48

32.32

32.55

32.70

32.50

32.78

32.64

32.78

32.80

32.8032.78

32.30

32.41

32.08 31

.85

32.20

32.43

33.05

33.05

33.05

32.37

31.99

31.98

32.73

K&G




PROPOSED EL. SUBSTATION

FFL 32.64

3C110

4C110

5C110

5.0%

2.5%

1.9%

1.8%

1.3%

K&G

2.2%

1.8%

1.8%

1.8%

1.8%

1.8%

2.0%

2.0%

SITE BOUNDARY

4.6%

5.0%

3.0%

3.0%

3.0%

3.0%

1.3%

1.2%

1.2%1.5% 1.

1%

32.60

32.60

32.60

32.59

32.6032.60

32.62

32.48

32.48

1.1%

1.1%

1.1%

1%

1.1%

1.1%

1.1%

1.1%

1.1%

1.1%

1.1%

32.45

A 1

A 2 A 3 A 4

A 5

D 1

GD 1

GD 5

G 1

32.11

32.30

EXTENT OF BASEMENT

CARPARK

31.85

5.0%

OSD

EX 1

PROPOSED ONGRADE KERB INLET PIT

SAG KERB PIT 6Q BY BLACKTOWN COUNCIL IL28.80

PIPE LINE BETWEEN BLACKTOWN COUNCIL PIT 6Q AND PROPOSED KERB INLET PIT EX-1 TO BE UPSIZED TO TWIN

Ø600mm PIPES, TO ACCOMMODATE SITE FLOWS. PIPES TO BE CONSTRUCTED TO INVERT LEVELS AS INDICATED.

THE PIPED SYSTEM IN RAILWAY TERRACE WILL NEED TO BE CHECKED HYDRAULICALLY BY BLACKTOWN COUNCIL

TO CONFIRM ADEQUACY WITH THE DOWNSTREAM AND THE UPSTREAM STREET SYSTEM.

IL29.20Ø75024.1m0.5%IL29.07

SIPHONIC DRAINAGE LINE STRAPPED TO

UNDERSIDE OF BUILDING SLAB, CONNECTING

TO BREAK PIT. DESIGN BY OTHERS

SIPHONIC DRAINAGE LINE STRAPPED TO

UNDERSIDE OF BUILDING SLAB, CONNECTING

TO BREAK PIT. DESIGN BY OTHERS

SIPHONIC DRAINAGE LINE STRAPPED

TO UNDERSIDE OF BUILDING SLAB,

CONNECTING TO BREAK PIT. DESIGN

BY OTHERS

RAILWAY TERRACE

EXTENT OF SITE WORKS/BOUNDARY

26 STORMFILTER CARTRIDGES

MANHOLE UNIT (PSORB 690mm)

1.8m ON GRADE LINTEL

32.57

32.50

32.48

32.49

32.62

32.62

32.73

32.50

32.50

32.50

32.58

32.58

32.5732

.50

5 S

4 S

3 S1 T

2 S

1 S

PIT 1-S CHAMBER TO BE BUILT TO

ACCOMMODATE ALL INCOMING PIPES

H +0.7mH +1.1m

PROPOSED OFFTAKE WEIR 2m

LONG (RL29.93) 0.85m HIGH

BUILDING WALL TO EXTEND TO

ROAD RESERVE BOUNDARY

LEVELS TO HEIGHTS INDICATED

6 Q

IL29.06Ø600x251.5m0.5%IL28.80

IL28.90Ø2253m1%IL28.87

IL29.08Ø2253m1%IL29.05

JACQUI AVENUE

32.60

32.60

32.48

32.44

32.00

31.70

32.31

32.66

32.66

32.66

1.8m ON GRADE LINTEL

DPDP

SURVEY


DATUM: AHD


20m1684

SCALE 1:200

120

1234

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




DETAIL PLAN

SHEET 2 OF 3

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

1:200 @ A1











NOTE:BLACKTOWN COUNCIL DRAINAGE DESIGN ON

JACQUI AVENUE TO BE REVISED AS INDICATED



Post and Wire Fence

Fence

PROPOSED BOUNDARY


MINERVA ST (PROPOSED EXTENSION)

196|065

34.32

34.67

34.43

33.

33.82

34.63

34.11

34.67

30.33

32.28

31.82

31.33

30.58

31.48

31.92

31.33

30.45

32.52

32.06

32.03

31.48

32.82

32.79

30.18

31.27

31.73

30.70

33.43

32.12

33.10

31.45

31.00

32.14

30.36

31.00

32.06

30.48

31.67

4.87

.72

82

32.68

32.7032.64

32.55

30.01

30.05

32.59

29.91

29.81

32.89

32.58

32.69

32.30

32.48

32.62

32.47

32.70

32.77

32.51

32.72

32.64

32.44

SL:32.84

30.030.0

30.4

30.4

30.8

30.8

31.2

31.6

32.0

32.4

32.8

30.230.230

.6

30.6

31.0

31.4

31.8

32.2

32.6

33.034

34.8

34.6

33.00

33.50

34.0 0

34.00

34.00

34.0032.

70

32.70

31.50

31.60

31.70

31.80

31.80

31.90

31.90

32.00

32.00

32.00

32.00

32.00

32.10

32.10

32.10

32.20

32.20

32.20

32.30

32.30

32.30

32.30

32.40

32.40

32.40

32.50

32.50

32.50

32.60

32.60

32.60

32.70

32.70

32.70

32.80

32.80

32.90

32.90

33.00

33.00

33.10

33.10

33.20

33.30

30.40 30.50 30.60 30.70 30.80 30.90 31.00

31.10

31.20

31.30

31.40

31.90

31.30

31.40

31.50

31.60

31.60

31.70

31.70

31.80

31.80

31.90

31.90

31.5031.4031.30


FFL 32.80

33.14

32.88

32.51

32.64

32.77

SITE BOUNDARY

DYLDAM MIXED USE SITE

"BY OTHERS"

32.53

PROPOSED RAMP 2. REFER

TO DRAWING 17B01_DA_C116FOR DETAILS

FUTURE KERB AND

GUTTER "BY OTHERS"

SITE BOUNDARY

COMPACTOR AREA

2.0% MAX. FALL

1%

1.1%

IK

IK

EXTENT OF BASEMENT

CARPARK

EXTENT OF BASEMENT

CARPARKTURN DOWN KERB

47.15m

6C110

7C110

8C110

C 3

GD 4

GD 3

GD 2

A 6

ACO 300x300mm SURFACE

INLET FLOOR DRAIN OR

SIMILAR TO BE CAST INTO

SUSPENDED SLAB

300mm GRATED DRAIN TO BE

CAST INTO SUSPENDED SLAB

GRAVITY DRAINAGE LINE TO BE STRAPPED

UNDER BUILDING SLAB AND RUN @ 0.5%

JACQUI AVENUE

O/F

MINERVA ROAD

31.88

31.75

32.05

31.66

31.95

31.77

31.59 31

.4831.50

31.50

31.49

31.48

31.46

31.16

30.71

30.71

31.16

31.46

32.15

32.35 32.50

32.20

32.05

32.4232.96

32.37

32.23 31

.70

32.79

32.27

IK

IK

IK

IK

RW

RW

K&G

IK 300mm

IK 300mm

2.5%

IK

1.3%

2.4%

1.5%

3.0%

MK

MK

1.0%

4.0%

5.0%

3.1%

4.0%

0.5%

4.0%

2.2%3.7%

4.0%

2.5%

32.75

32.80

32.70

32.70

32.62

32.62

32.70 32.75

32.78

32.78

32.78

32.76

32.67

32.75

32.75

32.73

32.73

32.78

32.65

32.65

32.72

32.69

TURN DOWN KERB

32.92

32.65

H -1.40m

H -2.3m

H 2.40m



DRAWING A(BS)103S




12.328

10.41

BUILDING FLOOR LEVELS (32.80) WILL REQUIRE A CUT

WALL ALONG BOUNDARY TO THE INDICATED HEIGHTS

H -0.0m

H -0.4m

H -0.7m

32.76

32.72

H +0.9m

H +0.4m

BUILDING WALL TO ACT AS CUT

RETAINING WALL FOR LENGTH AS

INDICATED MAX. HEIGHT H -1.2

SMALL WALL TO 600mm REQUIRED

AROUND EDGE OF COMPACTOR AREA

RW

RW

MINERVA ROAD

32.90

33.25

34.08

34.20

2.5%

2.5%

2.5%

EXISTING FENCE

31.48

31.44

31.61

31.6631

.64

31.71

31.69

31.7931

.59

32.06

2.4%

2.4%

32.53

1 IN 4

31.47

31.32

2.5%

SURVEY


DATUM: AHD


20m1684

SCALE 1:200

120

1234

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




DETAIL PLAN

SHEET 3 OF 3

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

1:200 @ A1



FOR CONTINUATION REFER DWG.17B01_DA_C101 FOR CONTINUATION REFER DWG.17B01_DA_C102









10m864

SCALE 1:100

20

12

01 ISSUED FOR DA ONLY LC LC 19.12.2017

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client


Global-Mark.com.au® 0117B01_DA_C110



TYPICAL SECTIONS

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

1:100 @ A1



SITE BOUNDARY

EXISTING SURFACE

PROPOSED ROAD WIDENING.


COUNCIL FILE NUMBER F14/1700

RAILWAY TERRACE

SECTIONSCALE:

1C1011:100 @ A1

PROPOSED KERB ONLY

PROPOSED CARPARK

32.44

32.46

32.85

32.032.0.%

PROPOSED SITTING AREA

2.5.%

PROPOSED STAIRS

SECTIONSCALE:

2C1011:100 @ A1

SITE BOUNDARY

3.0%5.0%

31.57

32.10

EXISTING SURFACE

SECTIONSCALE:

3C1021:100 @ A1

31.45

PROPOSED DRIWAWY. REFER


DRAWING A(BS)103S

PROPOSED ROAD WIDENING.


COUNCIL FILE NUMBER F14/1700

SECTIONSCALE:

4C1021:100 @ A1

EXISTING SURFACE

RAILWAY TERRACE

JACQUE AVENUE

SITE BOUNDARY

32.50



DRAWING A(BS)103S

PROPOSED ROAD. REFER TO

BLACKTOWN CITY COUNCIL

FILE NUMBER F14/1136

32.6032.03

31.90

5.0%3.0%

PROPOSED CARPARK

2.5%

BUILDING WALL

FFL 32.80

SITE BOUNDARY

Ex. 32.51

INTEGRAL KERB

PROPOSED SHORING WALLFFL 29.30

32.7232.68

DOWN TURN KERB

EXISTING SURFACE

SECTIONSCALE:

6C1031:100 @ A1

SECTIONSCALE:

7C1031:100 @ A1

SECTIONSCALE:

8C1031:100 @ A1

SURVEY


DATUM: AHD


SITE BOUNDARY

31.75

PROPOSED EL. SUBSTATION

SECTIONSCALE:

6C1031:100 @ A1

32.40

PROPOSED CARPARK EXISTING SURFACE

PROPOSED KERB AND GUTTER PROPOSED RETAINING WALL

31.89

FFL 32.64JACQUE AVENUE




32.04

PROPOSED SHORING WALL PROPOSED BASEMENT WALL

300mm WIDE INTEGRAL KERB

29.67

PROPOSED BASEMENT RAMP


Ex. 33.89

32.81

SITE BOUNDARY

PROPOSED CARPARK

EXISTING SURFACE

29.60

32.76

PROPOSED PATH RAISED PLANTER

32.5032.56

PROPOSED BASEMENT WALL

FFL 29.30

32.33

32.52

PROPOSED DRIVEWAY

3.0%


BUILDING WALL

FFL 32.80

31.73

31.85

SITE BOUNDARY

2.5%

PROPOSED ROAD

"BY OTHERS"



DRAWING A(BS)103S

32.0332.

32 32.28

PROPOSED RETAINING WALL OR DOWN TURN KERB

31.9831.87

2.5%4.0%

COMPACTOR LOADING AREA DRIVEWAY

EXISTING SURFACE0.6%

PROPOSED MINERVA ROAD


FFL 29.30

3.0% 3.0%

JACQUE AVENUE




34.08

2.5%

FFL 32.80

BUILDING WALL

EXISTING SURFACE FIRE EXITPROPOSED STAIRS

REFER TO ARCHITECT

DRAWINGS

SITE BOUNDARY

PROPOSED SHORING WALLPROPOSED BASEMENT WALLFFL 29.30

IK 300

IK 300

SITE BOUNDARY


EDGE OF SLAB ABOVE

PROPOSED KERB "GROUND LEVEL"PROPOSED KERB "GROUND LEVEL"

PROPOSED PIT1-

BASEMENT CARPARK

FFL 29.30


PROPOSED KERB "GROUND LEVEL"

CH 0.00

CH 2.9

2

CH 4.65

CH 17.12

CH 21.32

29.30

29.40

29.5029

.6029.7029.80

29.90

30.00

30.10

30.20

30.30

30.40

30.50

30.60

30.70

30.80

30.90

31.00

31.10

31.20

31.30

31.40

31.50

31.60

31.70

31.80

31.90

32.00

32.10

32.20

32.30

32.40

32.50

32.50

SURVEY


DATUM: AHD


10m864

SCALE 1:100

20

12

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




BASEMENT RAMP 1 PLAN AND SECTIONS

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

1:100 @ A1



BASEMENT RAMP 1 PLAN SCALE 1:100 @A1

PROPOSED PIT

2.2% 10.2%

20.1%

9.6%3.42%

SECTIONSCALE:

1-1:100 @ A1

SUSPENDED CARPARK

2.57m

CH 0.0

CH 17.12

CH 21.32

PROPOSED RAMP32.

57

CH 4.65

CH 2.92

29.3029.

40

32.07

32.50

29.57

32.33


SITE BOUNDARY

EDGE OF SLAB ABOVE

PROPOSED KERB "GROUND LEVEL"

PROPOSED SHORING WALL

SHORING WALL

BASEMENT CARPARK

FFL 29.30

CH 0.00

CH 2.00

CH 12.25

29.30

29.40

29.50

29.60

29.70

29.80

29.90

30.00

30.10

30.20

30.30

30.40

30.50

30.60

30.70

30.80

30.90

31.00

31.10

31.20

31.30

31.40

31.90

32.00

32.10

32.20

32.30

32.30

32.40

32.50

32.60

31.50

31.30

31.40

31.5031.60 31.60

31.70

31.70

31.80

31.80

31.5031.40

31.30

CH 18.95

CH 23.86

CH 25.82

CH 30.60

CH 27.80

CH 18.25

MINERVA ROAD

1-

SURVEY


DATUM: AHD


10m864

SCALE 1:100

20

12

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




BASEMENT RAMP 2 PLAN AND SECTIONS

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

1:100 @ A1



BASEMENT RAMP 2 PLAN SCALE 1:100 @A1

SECTIONSCALE:

1-1:100 @ A1

2.47m

SITE BOUNDARY

PROPOSED BUILDING

SUSPENDED DRIVEWAY

14.73%

7.5%2.85%

10.0%

CH 0.0

CH 2.00

CH 12.25

CH 18.25

CH 23.86

29.30

29.30

29.50

31.01

31.46 31.

6931.

58


31.62 31.643.57%

CH 25.82

CH 27.80

CH 30.60

2.5% 2.2%

CH 18.95

31.48

MINERVA ROAD

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


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

TYPICAL STEP IRON DETAILSCALE 1:10

ELEVATION

300

350

100

220 45

R20 GALV. STEEL M.S.

@ 300 CTRS

PLAN SECTIONELEVATION

300 300

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

200

2-N16

N16@ 200 CENTRES

'T'

500 max.

'T'

600 lap

450 lap

1000 max.

N16 @ 200 CENTRES

EACH WAY EACH FACE

PIT REINFORCEMENT

SHOWN DASHED

HAUNCH DETAIL -TYPICALSCALE 1:10

2000mm1200 16004000

200400

800

SCALE 1:20

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 10

AND 21.

FOR REINFORCEMENT TO HAUNCH SEE BELOW

NTSNTS

NTS

1000mm800600400

SCALE 1:10

0

200 100

200

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




STORMWATER MISCELLANEOUS DETAILS

AND PIT LID SCHEDULE

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

NTS



SURVEY


DATUM: AHD

ORIGIN OF LEVELS: PM 57796 RL 26.236 01 ISSUED FOR DA ONLY IK JG 19.12.2017

PIT LID SCHEDULE

PIT/STRUCTURE NUMBER DESCRIPTION

-A 1

-A 5

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. MINIMUM COVER OVER EXISTING PIPES FOR PROTECTION DURING CONSTRUCTION SHALL BE 800mm.

6. NO CONSTRUCTION LOADS SHALL BE APPLIED TO PLASTIC PIPES.

7. FINISHED SURFACE LEVELS SHOWN ON LAYOUT PLAN DRGS TAKE PRECEDENCE OVER DESIGN DRAINAGE

SURFACE LEVELS.

8. 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. ALL AERIAL PIPES TO BE PVC CLASS SH.

9. ALL PITS IN NON TRAFFICABLE AREAS TO BE PREFABRICATED POLYESTER CONCRETE "POLYCRETE" 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.

10. ALL PITS, GRATINGS AND FRAMES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS

SPECIFICATION AND TO BE IN ACCORDANCE WITH AS3500.3 AND AS3996.

11. 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.

12. FOR PIPE SIZES GREATER THAN Ø300mm, PIT FLOOR IS TO BE BENCHED TO FACILITATE FLOW.

13. GALVANISED STEP IRONS SHALL BE PROVIDED AT 300 CTS FOR PITS HAVING A DEPTH EXCEEDING 1200mm.

SUBSOIL DRAINAGE PIPE SHALL BE PROVIDED IN PIPE TRENCHES ADJACENT TO INLET PIPES. (MINIMUM LENGTH 3m).

14. ALL SUBSOIL PIPES SHALL BE 100mm SLOTTED PVC IN A FILTER SOCK, UNO, WITH 3m INSTALLED UPSTREAM OF

ALL PITS.

15. ALL PIPEWORK SHALL HAVE MINIMUM DIAMETER 100.

16. MINIMUM GRADE FOR ROOFWATER DRAINAGE LINES SHALL BE 1%.

17. ALL PIPE JUNCTIONS AND TAPER UP TO AND INCLUDING 300 DIA. SHALL BE VIA PURPOSE MADE FITTINGS.

18. ALL ROOF DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500, PART 3. TESTING TO BE UNDERTAKEN

AND REPORTS PROVIDED TO THE SUPERINTENDENT.

19. LOCATION OF THE DIRECT DOWN PIPE CONNECTIONS MAY VARY ON SITE TO SUIT SITE CONDITIONS, WHERE

CONNECTION SHOWN ON LONG SECTIONS CHAINAGES ARE INDICATIVE ONLY.

20. 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.

21. SUBSOIL DRAINAGE LINES FOR LANDSCAPE AREA NOT SHOWN ON THESE DRAWINGS. REFER TO LANDSCAPING

PLANS FOR DETAILS.

22. ALL STORMWATER PITS TO HAVE Ø100 uPVC SLOTTED SUBSOIL PIPES CONNECTED TO THEM. THESE SUBSOILS

TO EXTEND 3m UPSTREAM OF THE PIT AT A MINIMUM GRADE.

-A 2 -A 3 -A 4

-B 4

-B 5

PROPOSED INLET PIT WITH 900x900 HINGED HEAVY

DUTY GRATED LID CLASS "C" IN ACCORDANCE WITH

LOCAL COUNCIL REQUIREMENT. PIT TO BE FITTED

WITH "ENVIROPOD" 200 MICRON PIT BASKET WITH

OILSORBS OR EQUAL APPROVED EQUIVALENT.

-B 1 -B 2 -B 3 -C 1-D 1

-E 1PROPOSED JUNCTION PIT WITH 900x900 HEAVY DUTY

SEALED LID CLASS "C" IN ACCORDANCE WITH LOCAL

COUNCIL REQUIREMENT.

PROPOSED INLET PIT WITH 900x900 HINGED LIGHT DUTY

GRATED LID CLASS "B" IN ACCORDANCE WITH LOCAL

COUNCIL REQUIREMENT. PIT TO BE FITTED WITH

"ENVIROPOD" 200 MICRON PIT BASKET OR APPROVED

EQUIVALENT.

PROPOSED JUNCTION PIT WITH 900x900 LIGHT DUTY

SEALED LID CLASS "B" IN ACCORDANCE WITH LOCAL


-H 1 -H 2

PROPOSED 300mm WIDE (ACO DRAIN) HEAVY DUTY

GRATED DRAIN CLASS "D", GRATED DRAIN TO

CONNECT TO A 900X900 GRATED INLET PIT FITTED

WITH ENVIROPOD PIT BASKET WITH OILSORB IN

ACCORDANCE WITH LOCAL COUNCIL REQUIREMENT.

-GD 2 -GD 3


GRATED DRAIN CLASS "C", GRATED DRAIN TO

CONNECT TO A 600X600 GRATED INLET PIT FITTED

WITH ENVIROPOD PIT BASKET WITH OILSORB IN

ACCORDANCE WITH LOCAL COUNCIL REQUIREMENT.

-GD 1 -GD 5


GRATED DRAIN CLASS "B", GRATED DRAIN ACCORDANCE

WITH LOCAL COUNCIL REQUIREMENT.

-GD 4

-C 2 -C 3PROPOSED 300x300 FLOOR DRAIN (ACO OR

SIMILAR) CAST INTO SUSPENDED SLAB

SAG KERB INLET PIT WITH 1.8m LINTEL AND HEAVY DUTY

GRATED LID CLASS "C" IN ACCORDANCE WITH LOCAL


-G 1

-GD 6

PROPOSED INLET PIT WITH 600x600 HINGED LIGHT DUTY

GRATED LID CLASS "B" IN ACCORDANCE WITH LOCAL

COUNCIL REQUIREMENT. PIT TO BE FITTED WITH

"ENVIROPOD" 200 MICRON PIT BASKET OR APPROVED

EQUIVALENT.

AC202

CONTROL PIT

OVERFLOW PIT

PROPOSED OSD TANK16.4mWIDE x 53.3m LONG

VOLUME PROVIDED = 1100m³

(OSD FOOTINGS, WALL AND COLUMNS TO FUTURE

STRUCTURAL ENGINEERS DETAILS)

STEP IRONS @ 300 CTS


STEP IRONS @ 300 CTSSTEP IRONS @ 300 CTS



0.9m x 10m DISSIPATION CHAMBER

900

1000

0

53300

6000

5m x 0.3m DISSIPATION CHAMBER

TO STORMFILTERS OPENING

6m x 10m STORMFILTER CHAMBER

47 x 690mmPSORB

STORMFILTER

Ø150 OPENING TO DISSIPATION CHAMBER

WITH NON RETURN FLAP VALVE





STORMWATER FILTER CHAMBER TO

DETENTION STORAGE OVERFLOW

WEIR L = 10 x Q100YR = 2.25m

TW30.147FULL HEIGHT WALL

TW30.885

3000

900

TW30.885

TW30.885

TW31.35

FULL HEIGHT WALL

2% F

ALL

INTE

RN

AL

2% FALL

INTERNAL

2% F

ALL

INTE

RN

AL

2% FALL

INTERNAL



IL29

.377

IL29

.377

IL29

.527


STEP IRONS @ 300 CTSSTEP IRONS @ 300 CTS



RL32.5

8



RL32.8

4 RL32.7

5

RL32.7

0

IMPERMEABLE OIL/

FLOATABLES BAFFLE

FU

LL HE

IGH

T W

ALL

FULL HEIGHT WALL

DISSIPATION CHAMBER WALL TO RL30.885

BC202

1640

0

2% FALL

INTERNAL



RAINWATER OVER WEIR TO BE ACROSS

ENTIRE TANK WIDTH AND TO BE AT RL31.35

RAINWATER

STORAGE 180KL

3750

RL32.5

5

RL32.6

5

RL33.0

8

RL32.8

4

RL32.8

0

RL32.7

2

RL32.7

1

SURVEY


DATUM: AHD


5000mm3000 400010000

2006001000

2000

SCALE 1:50

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




OSD PLAN

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

1:50 @ A1



OSD PLANSCALE: 1:50



NOTE:ALL PIT LIDS OVER RWT/OSD TO BE 900x900mm CLASS

"C" IN ACCORDANCE WITH BLACKTOWN CITY COUNCILS

REQUIREMENTS. LIDS TO BE SEALED/GRATED AS

INDICATED IN DRAWING 17B01_DA_C101

RL30.885

RL29.377

RL29.527

RL31.65

TWL 30.885 (1.5ARI)

TWL 31.35 (100ARI)

Ø80 - Ø100mm STORMFILTER

UNDERDRAIN TO 1.5YR

CONTROL PIT

0.9m x 10m DISSIPATION CHAMBER

PROPOSED OSD TANK16.4m WIDE x 53.3m LONG

VOLUME PROVIDED =1100m³



5 x Ø150mm PIPE CONNECTION @ 2m

SPACING BETWEEN DISSIPATION

CHAMBER AND DETENTION STORAGE

RL31.85

RL32.59RL32.65RL32.65

B-1:25

900x900 ACCESS GRATE

900


900


900

2% FALL

150mm FALSE FLOOR

AND 17mm ALLOWANCE

RL29.21

STORMFILTER CHAMBER 47x690mm PSORB

STORMFILTER

CARTRIDGES

INSTALL GALVANISED STEP

IRONS @ 300 CTS, TYPICAL.

REFER DETAIL ON DRAWING

17B01_CC_C200

5m x 0.3m OPENING

6000

RL29.677

PROPOSED OSD TANK16.4m WIDE x 53.3m LONG

VOLUME PROVIDED =1100m³



TWL 30.885 (1.5ARI)RL30.885

RL29.22

RL31.65

RL30.147Ø750mm OUTLET PIPE

OVERFLOW PIT

TWL 31.35 (100ARI)

CONTROL

PIT

RL30.885

TWL 31.35 (100ARI)

PROPOSED DEBRIS SCREEN

REFER TYPICAL DETAIL

RL31.85

DISSIPATION CHAMBER

WALL BEHIND

Ø188.5mm 100YR

ORIFICE �29.34

IL29.246

STORMWATER FILTER CHAMBER TO

DETENTION STORAGE OVERFLOW

WEIR L = 10 x Q100YR = 2.25m

RL32.55RL32.59RL32.63RL32.66




17B01_CC_C200INSTALL GALVANISED STEP



17B01_CC_C200

900x900 ACCESS GRATE900x900 ACCESS GRATE900x900 ACCESS GRATE900x900 ACCESS GRATE

900900900900

A-1:25

1000030003000

1900900

RL29.377

RL29.21

2% FALL

167mm FALSE FLOOR

167

MASS CONCRETE GRADING AT 2%

TOWARD NON-RETURN FLAP VALVES

IN DISSIPATION CHAMBER WALL

Ø80 - Ø100mm UNDERDRAIN

CONNECTION FROM STORMFILTER

CHAMBER TO CONTROL WEIR � 29.20

RL31.35

TWL 30.885 (1.5ARI)

STORMFILTER CHAMBER 47x690mm PSORB

STORMFILTER

CARTRIDGES

RL29.24RL29.215 RL29.25

Ø200mm OPENING IN WALL

RL32.52

900




17B01_CC_C200


RL29.14RL29.20

RL29.21

IMPERMEABLE OIL/

FLOATABLES BAFFLE

2000 1000

5mm STAINLESS

STEEL PLATE

FIX TO TANK WALL USING

4M10 MASONARY ANCHORS

NON REMOVABLE.ORIFICE PLATESCALE 1:10

50 TYP.

Ø250mm OPENING BEHIND

400

400

Ø188.5

DEBRIS SCREEN DETAILNOT TO SCALE

ALL STEEL TO BE HOT DIPPED GALVANISED

LIFTING HANDLES

DEBRIS SCREEN WELDLOK A40/203

(HOT DIPPED GALVANISED)

1.0m² AREA OF THE SCREEN

(20xORIFICE)

60 x 5mm LOCK DOWN PLATE

WITH PENETRATION. REFER DETAIL

100 x 16 MOUNTING BAR WITH

BRACKETS, SCREEN TO BE ATTACHED

(GENERALLY ON A SLIDING MECHANISM)

TO THE WALL, BUT SHOULD BE

REMOVABLE (WITHOUT THE USE OF

TOOLS) TO PERMIT CLEANSING AND

EASY INSPECTION OF THE OUTLET

CONTROL. ALL STEEL TO BE HOT

DIPPED GALVANISED.

SCREEN TYPE WELDLOK A40/203 IS

RECOMENDED FOR ORIFICES LARGER

THAN 150mm AND SCREEN AREA 20 x

THE ORIFICE AREA FOR THAT TYPE OF

SCREEN - REFER UPRCT SECTION 4-13

MAXIMESH RH3030 IS RECOMMENDED

FOR ORIFICES LESS THAN 150mm IN

DIAMETER AND SCREEN AREA 50xTHE

ORIFICE AREA REFER BURWOOD

COUNCIL AND UPPER PARRAMATTA

RIVER CATCHMENT TRUST HANDBOOK.A-

B-

2% FALLRL30.45

RL32.72

900x900 ACCESS

SEALED LID 900

RL29.977

AVERAGE RL OF DETENTION STORAGE AREA

900x900 ACCESS

SEALED LIDRL32.80

RL28.70

3750

RL31.55

RAINWATER STORAGE 180KL

RL31.75

300

2 x Ø12 HOLES FOR RAMSET

M10 STAINLESS STEEL

CHEMICAL ANCHORS OR

APPROVED EQUIVALENT

5mm THICK STAINLESS

STEEL PLATE WITH

STAINLESS STEEL HINGE

Ø300 FLAP VALVE OR

EQIVALENT APPROVED

BY COUNCIL

250

FLAP VALVE DETAILSCALE 1:10

SURVEY


DATUM: AHD


20m1684

SCALE 1:200

120

1234

Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

[email protected]

Web




OSD SECTIONS AND DETAILS

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

AS NOTED @ A1



2500mm1500 20005000

100300500

1000

SCALE 1:25

1000mm800600400

SCALE 1:10

0

200 100

200

OSD PLANSCALE: 1:200



HGL LEVEL

031.70

30.962

20L/s

Ø225 uPVC

0.53%

35L/s

Ø225 uPVC

0.52%

30.440

29.15

33.4

35L/s

Ø300 uPVC

0.52%

30.420

30.170

117.79

32.11

40L/s

Ø375 RCP C2

0.52%

30.150

30.050

136.93

32.50

98L/s

Ø450 RCP C2

0.56%

30.030

29.950

151.24

32.50

115L/s

Ø525 RCP C2

0.56%

29.930

29.850

165.54

32.50

289L/s

Ø600 RCP C2

0.53%

29.830

29.700

210.19

32.3

INVERT R.L.

H.G.L. LEVELS1 in 20 Year ARI

Datum RL 25.00

SURFACE R.L.

PIPE CHAINAGE (m)

Grade (%)

Pipe Size & Class

Flow (L/s)

GD-3 A-1A-2A-3A-4A-5A-6

SURFACE LEVEL

LINE ASCALE: H 1:500 / V 1:100

032.64

44L/s

Ø225 uPVC

1.45%

31.631

31.390

16.59

32.64

59L/s

Ø300 uPVC

0.50%

31.370

31.249

40.89

32.33

145L/s

Ø375 RCP C2

0.50%

31.230

31.168

53.19

32.3

181L/s

Ø450 RCP C2

0.68%

31.150

31.039

69.46

32.3

221L/s

Ø450 RCP C2

0.50%

31.020

30.931

87.21

31.60

B-5 B-4 B-3 B-2 B-1 OSD

HGL LEVEL

SURFACE LEVEL

LINE BSCALE: H 1:500 / V 1:100

333L/s

0.53%

29.610

203.26

32.60

Ø600 RCP C2

OSD

31.622

31.534

31.533

31.512

31.507

31.501

31.478

31.463

31.455

31.445

31.402

31.362

31.289

31.250

32.065

31.908

31.880

31.792

31.662

31.579

31.520

31.480

31.376

31.258

30.770

14.31

31.48

30.750

GD-231.900

31.897

190.13

SURVEY


DATUM: AHD


Date

Scale

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved


Architect

Client



Chatswood NSW 2067

Telephone

+61 2 9417 8400Facsimile

+61 2 9417 8337

Email

[email protected]

Web




STORMWATER LONGITUDINAL SECTIONS

SHEET 1 OF 2

J.Knight T.Dempsey

T.Dempsey A.Francis

OCT 2017

AS NOTED @ A1



50m40302010

SCALE 1:500

0

246810

10m864

SCALE 1:100

20

12



proposed retail development railway terrace, …

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