sm sr-ft-427 sydney metro legacy micro report template

UPSTAND WALLS

EXISTING SYSTEMTO BE UPGRADED

84.0084.50

85.00

85.50

86.00

86.5

0

87.0087.50

88.0

0

88.00

88.50

89.00

89.5

090.0

0

89.00

89.5

0

90.0

0

90.5

091.00

91.5

0

92.00

92.50

93.0

0

93.5

0

94.0

0

94.5

095.0

0

95.5

0

96.0

0

96.5

0

88.0

0

88.50

HU

ME STR

EET

PACIFIC HIGHWAY

OXLEY STR

EET

HUME STREET PARK

CLARKE STREET

CLARKE LANE

PACIFIC HIGHWAY

CLARKE STREET

CLARKE LANE

HUME STREET

Ø450

Ø450

Ø525 Ø525

DP

Ø450

Ø450

Ø450Ø450Ø450Ø450

Ø300

Ø375

Ø375

Ø375

Ø375Ø375

Ø375

Ø525

Ø375

DP DP DP DP

DP

DP

DPDPDP

DP

DPDP DP

DP

DP

DPDPDPDP DP DPDP

Ø22

5

Ø100

Ø100

Ø10

0

Ø22

5

Ø22

5

Ø22

5

Ø10

0

Ø10

0

Ø10

0

Ø10

0

Ø10

0

Ø10

0

Ø100

Ø100

Ø22

5

Ø22

5

Ø225

Ø10

0

Ø37

5

Ø37

5

Ø37

5

Ø300

Ø300

Ø300

swdswdswdswdswdswdswdswdswdswdswd

swd

swdswd

swd

XXXXXXXXXXXX

swd

swdswd

swdswd

swdswd

swdswd

swdswd swd swd swd swd swd

X

XX

XX

XX

Ø300

Ø525

Ø375

Ø375 Ø375

Ø450

Ø450Ø450Ø375

X X

X PROPOSED STORMWATER

DOWNPIPE(INDICATIVE)

DOWNPIPE(INDICATIVE)UPSTAND WALLS

UPSTAND WALLS

UPSTAND WALLS

UPSTAND WALLS


IN-GROUND ON SITE DETENTIONTANK 12m X 2m X 1.5m DEEP WITHMULTI PART "CLASS D" COVER

PERIMITER WALL AROUNDENTIRE CRASH DECK EDGE


PERIMITER WALL AROUNDENTIRE CRASH DECK EDGE



UPSTAND WALLS

85.586.0

86.0

86.5

86.5

87.0

87.0

87.5

87.5

88.088.0

88.0

88.5

88.5

89.0

89.0

89.5

89.5

90.0

90.0

90.5

90.5

88.0

88.5

89.0

89.589.5

89.5

90.0

88.5

89.5

90.0

90.5

91.0

92.593.0

93.5

94.0

94.5

95.0

95.5

91.5

92.0

90.5

91.0

91.5

92.0

92.5

93.0

93.5

94.0

94.5

000000000Ø

100

88888787Ø55 5522

Ø225

Ø225

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Ø222Ø2

Ø22 Ø2 Ø2 Ø2

Ø

9292920.005.550.00555 9292292929292555000555 000555000 000555000 555000 505

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Ø2

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90

DDPDP PDPDP DPDP

DPDP

DDPDP

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DDDDDPDP

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PPDPDDPPDP


UPSTAND WALLS

DO(IN

222252555

UPSTAND WALLSPEPPPDOWNPIPWWW PVE)V )EEINDICATD ACAADI T

PPPD

D WALLSANUPSTAUPSTUUPSTAND WALLSDOWNPIPEO

(INDICATIVE)))D (INDICATDD(II((IIIIINNNNI(I(III(INNNN( NN

PDPPPPPDPPPDPDPDDDPDPPDPDPDPDDDDPPPPPPDDPPDPDPDD DPDPPPPDDPPPPPDPPPPPPDDDDDPPPPPDPPDPDPDD

Ø30000

PPDPDPPDPDPPDPD DPDPDPDPPPDDDDDDDDPPDPPDDPDPP DDDDPDDDPDPPDDDP

DDPDPPP

DPDPPPP

DOWNPIPEP(INDICATIVE)DICATIVVNDICATIVVOWNPIPE

NDICATIVE)UPSTAND WALLSD WW L

DDPDPDPP DDPDPPPDPP DDDPDDDPDDDPDDDPDDDPDDDPDDDPDPPPDPDDDDPD

(INDICATIVE(INDICATIVE) DDPDP

UPSTAND WALLS

DOWNPIPE(INDICATIVE)E) PPP))((( )

PR_CAREA: 526 m²

BYPASS AREA: 46m²

PR_BAREA: 1622m²

BYPASSAREA: 150m²

PR_A1AREA: 1260 m²

PR_A2AREA: 741 m²

PR_A3AREA: 1260 m²

BYPASSAREA: 307m²

252222225

22222

PR_B_ST-VGAREA: 100m²

00

8878787878788888787

PR_A_ST-VG1AREA: 80m²

5555

08.00

00 00 000

1100 000

Ø1 Ø Ø10

Ø1

ØØØØ ØØØ ØØØØØØ ØØØØ ØØØ Ø

08 0008.00

ØØØ

PR_A_ST-VG2AREA: 230m²

REV. BY DATE DESCRIPTION APPD.

Co-ordinate System: Height Datum: A.H.D.A1 Original This sheet may be prepared using colour and may be incomplete if copied

The information shown on this drawing is for the purposes of the Sydney Metro Project only. No warranty is given orimplied as to its suitability for any other purpose. The Service Providers accept no liability arising from the use of this drawing and theinformation shown thereon for any purpose other than the Sydney Metro Project.

DRAWN

DESIGNED

DRG CHECK

DESIGN CHECK

APPROVED

STATUS: OFSHEET C

DWG No REV

SERVICE PROVIDERS

CLIENT

100m

m A

T FU

LL S

IZE

NWRLSRT-MET-SCN-CE-DWG-902912 P01.1

3 3

INITIAL STATUSSYDNEY METRO USDTSCROWS NEST STATIONCIVIL ENGINEERINGOSD PROPOSED CATCHMENT PLANMUSIC MODEL

P01.1 SY REVISION IN PROGRESS

S.YAMAMOTO

S.YAMAMOTO

MGA Zone 56

NWRLSRT-MET-SCN-CE-REP-000004

© Sydney Metro 2018

Page 54 of 63

Sydney Metro City & Southwest | Crows Nest Over Station Development EIS -

Appendix W: Flood Assessment and Stormwater Management Plan

Appendix D Pre -Existing Drainage Infrastructure

SP71

539

DP1001452

DP2

872

DP3

7446

8

DP728437

DP3

7446

8

DP2

872

DP1

0963

59

SP80

874

SP90

263

DP2

872

DP2

872

DP5

7042

5

1151

22

1

21

B

23

1148

A

24

4

8 8

88

DP627992

QL-D Elec Major 32 KV Transmission Cable

SCALE IN METRES AT ORIGINAL REDUCTION RATIO

2 4 612

1:100

0

N/A

A 18.07.2017 PRELIMINARY K.S. P.G. L.N.

JOB No

PR124856ISSUE

SHEET OF SHEETS6 SIZE

A0

SHOWING DETAIL & LEVELSON PARTS OF PACIFIC HIGHWAY, HUMESTREET, OXLEY STREET, CLARKE STREET &CLARKE LANE AT CROWS NEST NSW 2065

TITLE

DATE OF SURVEY:SURVEY:

CHECKED:

APPROVED:

DATE OF PLAN:DRAWN:

DATE APPROVED:

DATE LAST SAVED:

CLIENT:

RE

VIS

ION

S

HORIZ. SCALE:

COORDINATES: DATUM:

No.

P:\PR124856 - SRT\85_Metron-Detail Surveys\10 - Drafting\Survey\2. Detail\CROWSNEST\NWRLSRT-RPS-SCN-SR-DWG-000018-CROWSNEST_A.dwg 18.07.2017 3:37 PM

18.07.2017

AHDSSM85255

@ A0

MGA

DRAWING NoNWRLSRT-RPS-SCN-SR-DWG-000018.dwg

A1

DATE REVISION DETAILS DRAWN CHK APP

L.C.

K.S.

P.G.

L.N.

27.06.2017

18.07.2017

18.07.2017

creativepeoplemaking a difference

THIS IS A COLOURED PLAN.REPRODUCTION IN COLOUR ONLY.

COPYRIGHT: © RPS GROUP PLC.INFORMATION CONTAINED IN THIS DRAWING / FILE IS THE COPYRIGHT OF RPS GROUP PLC. COPYING OR USING THIS DATA IN WHOLE OR PART, IN ANY FORMAT, WITHOUT PERMISSION INFRINGES COPYRIGHT. ©THIS DOCUMENT IN BOTH ELECTRONIC AND HARDCOPY FORMAT IS AND SHALL REMAIN THE PROPERTY OF RPS GROUP PLC. THE INFORMATION MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WASCOMMISSIONED AND IN ACCORDANCE WITH THE TERMS OF ENGAGEMENT FOR THE COMMISSION, UNAUTHORISED USE OF THIS INFORMATION IN ANY FORM WHATSOEVER IS PROHIBITED.

VERT. SCALE:

RPS AUSTRALIA EAST PTY LTD ( ABN 44 140 292 762 )

T: 02 9248 9800 F: 02 9248 9810 www.rpsgroup.com.auLEVEL 13 255 PITT STREET SYDNEY NSW 2000 GPO BOX 4401 SYDNEY NSW 2001

ORIGIN: SSM85255ORIGIN:

DISTRIBUTION FUSE POINTCABLE MANHOLE (PEMH)CABLE JUNCTION BOX (PEJB)

E ELEC

POLE - LIGHT (PLPL)

POLE - POWER (PPPL)POLE - POWER & LIGHT (PPLP)POWER SERVICE PILLAR - UNDERGROUND (PEUP)TRANSFORMER CABINET CENTRE (PETC)

PUBLIC UTILITY LEGEND

TRAFFIC CONTROL SIGNAL (PSGL)E TCS

TRAFFIC SIGNAL CONTROLLER (PSCL)TRAFFIC SIGNAL DETECTOR (PSDR)TRAFFIC SIGNAL JUNCTION BOX (PSJX)

LINE-DIGITISED (EZ)LINE-UNDERGROUND (EU)

HOUSE CONNECTION (EY)CONDUIT (ED)

EHECEZEU

ABOVE GROUND JOINING POST (PTJP)

E COMMS (COMMUNICATIONS

OPTICAL FIBRE JUNCTION BOX (POFJ)OPTICAL FIBRE PIT (POFP)STD 1.1 m BY 1.1 m MAIN PIT (PTMP)TELEPHONE BOX POINT (PTBX)TELEPHONE SINGLE CONCRETE PIT (PTSP)TELEPHONE TRIPLE CONCRETE PIT (PT3P)TELEPHONE TWIN CONCRETE PIT (PTTP)

OPTICAL FIBRE-DIGITISED (OZ)OPTICAL FIBRE-UNDERGROUND (UZ)

TELEPHONE LINE (TN)TELEPHONE LINE-DIGITISED (TZ)TELEPHONE SUMP (TS)

OZOU

TTZ

MANHOLE COVER (PGHL)METER (PGMR)

PIPELINE MARKER - HIGH PRESSURE (PGHM)VALVE BOX (PGAS)VENT PIPE (PGVP)

PIPELINE MARKER (PGPM)

E GAS

E GAS

HOUSE CONNECTION (DG)MAIN-DIGITISED (ZG)MAIN-HIGH PRESSURE PIPELINE (HG)MAIN-LOW PRESSURE (LG)

HGLG

ETHANE PIPELINE (HA)

AIR VALVE (PWAV)E WATR

EARTH TERMINAL (PWET)FIRE HYDRANT (PWFB)

GZGHEG

HYDRANT (PWHY)

METER (PWMR)STOP VALVE - RECYCLED (PRSV)TAP (PWTP)

MAIN (WM)HOUSE CONNECTION (WY)

MAIN-DIGITISED (WZ)

MANHOLE COVER (PSMH)E SWER

VENT PIPE (PSVP)

WHW

WZ

LAMPHOLE (PSLH)

DRAINAGE JUNCTION MANHOLE (PDJM)E DRAIN (STORMWATER)

DP

INLET TO SUMP (PILT)GULLY PIT POINT (PGUL)

INVERT OF PIPE (PINV)TOP OF CONCRETE JUNCTION BOX (PJBX)

MAIN (SM)MAIN-DIGITISED (SZ)

DRAINAGE PIT (DP)

SSZ

GATIC COVER LID (PGAT)E MISC

UNINDETIFIED POLE (PPOL)UNINDETIFIED SERVICE (PUSR)UNINDETIFIED SERVICE (UP)?P

SUI QUALITY CLASSIFICATION

QUALITY LEVEL A(A)QUALITY LEVEL B(B)QUALITY LEVEL C(C)QUALITY LEVEL D(D)

? DRAIN PIPE UNSPECIFIED DIAMETER

12

345

6

LEGEND

DISCLAIMER:

THIS SURVEY MODEL INCLUDES INFORMATION DESCRIBING THE LOCATION OF SUBTERRANEAN FEATURESWHICH WERE PURPORTED TO EXIST AT THE TIME OF SURVEY.

THIS INFORMATION WAS COMPILED FROM A COMBINATION OF FIELD TECHNIQUES AND AVAILABLE DATA FROMCOOPERATING UTILITY AUTHORITIES. WHILST ALL CARE HAS BEEN TAKEN IN THE PREPARATION OF THISSURVEY MODEL, RPS CANNOT GUARANTEE THAT THE SURVEY MODEL IS WITHOUT FLAW OR OMISSIONS. RPSCANNOT TAKE RESPONSIBILITY OF ANY KIND WHATSOEVER FOR ANY LOSS, DAMAGE OR OTHERCONSEQUENCES WHICH MAY ARISE FROM ANY PERSON RELYING ON ANY THING STATED ON THIS PLAN.

IN PARTICULAR, IT IS RECOMMENDED THAT USERS SATISFY THEMSELVES AS TO THE LOCATION OFSUBTERRANEAN FEATURES SUCH AS UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON THE PLAN.

NOTE ON AS 5488-2013 CLASSIFICATION OFSUBSURFACE UTILITY INVESTIGATION (SUI)

Quality LevelsThis Standard provides a framework for the classification of subsurfaceutility location and attributed information in terms of specified quality levels.The objective of this Standard is to provide utility owners, operators andlocators with a framework for the consistent classification of informationconcerning subsurface utilities. Project risks related to undergroundutilities can then be properly managed.A quality level describes the amount and accuracy of information that iscollected or held on a subsurface utility.There are four quality levels: D, C, B and AQuality Level D (QL-D) is the lowest of these four quality levels.The attribute information and metadata of a subsurface utility can becompiled from any, or a combination of, the following:

(a) Existing records;(b) Cursory site inspection;(c) Anecdotal evidence

Quality Level C (QL-C) is described as a surface featurecorrelation or an interpretation of the approximate location and

attributes of a subsurface utility asset using a combination of existingrecords (and/or anecdotal evidence) and a site survey of visibleevidence. The minimum requirement for Quality Level C is relativespatial position. Information is collected by correlating the survey ofvisible utility surface features such as marker plates or water hydrantsand acquired dial-before-you-dig plans to "draw" a string which showsthe approximate position of services.Quality Level B (QL-B) provides relative subsurface featurelocation in three dimensions. The minimum requirement for QualityLevel B is relative spatial position. Information is collected bydesignating the horizontal and vertical location of underground utilitiesby using electromagnetic pipe and cable locators, sondes or flexi-trace,ground penetrating radar and acoustic pulse equipment.Quality Level A (QL-A) is the highest quality level and consists ofthe positive identification of the attribute and location of a subsurfaceutility at a point to an absolute spatial position in three dimensions. It isthe only quality level that defines a subsurface utility as 'validated'.Where the whole line segment cannot be verified by line of sight, qualitylevel A shall not be attributed to the line segment between validatedpoints. The vertical information for this locating method is to the top orshallowest part of the located service.

NOTES:

1. THIS PLAN SHOWS A REPRESENTATION OF A 3D UTILITY MODELNWRLSRT-RPS-SCN-SR-DWG-000018-CROWSNEST_A. THIS MODELSHOULD BE VIEWED IN A CADD ENVIRONMENT TO INTERPRET THE 3DINFORMATION. THIS PLAN INCLUDESPR124856-85-CROWSNEST-DBYD_DESKTOP_SERVICES FIRSTPRODUCED ON 18.07.2017 .

2. ANY ELECTRONIC FILE IS PROVIDED WITHOUT WARRANTY ANDSHOULD BE USED ONLY IN CONJUNCTION WITH THE SUPPLIEDPDF/PAPER COPY OF THIS PLAN.

3. RPS UTILITY LOCATION USE DIAL BEFORE YOU DIG (DBYD) AS ONESOURCE OF INFORMATION ONLY WHEN LOCATING UTILITIES.

4. ALL GAS UTILITIES ARE CLASS QL-C UNLESS NOTED OTHERWISE ORSHOWN AS DIGITISED.

5. UTILITY INFORMATION AND CONFIGURATION SUPPLIED FROM ASSETOWNERS (DBYD).

6. SINGLE STRINGS MAY REPRESENT MULTIPLE CABLES, CONDUITS ORPIPES.

7. ELECTRICITY CABLES ARE NOT NECESSARILY ENCLOSED INCONDUITS AND ARE NOT NECESSARILY COVERED WITH MARKERS,TAPE OR OTHER INDICATORS OF THEIR PRESENCE.

8. NOT ALL HOUSE CONNECTIONS HAVE BEEN LOCATED.

9. IT REMAINS THE RESPONSIBILITY OF THE COMPANY AND/OR THE

INDIVIDUAL CONDUCTING PHYSICAL WORKS TO ENSURE ANUP-TO-DATE VERSION OF DIAL BEFORE YOU DIG PLANS ISCONSULTED AND AVAILABLE ON SITE. PHYSICAL WORKS MAYINCLUDE, BUT NOT BE LIMITED TO, EXCAVATING, BORING(HORIZONTAL AND VERTICAL), AND DRILLING.

10. ALL UTILITIES NEED TO BE POTHOLED TO VERIFY LOCATION ANDDEPTH IS CORRECT.

11. WHERE POSSIBLE IN THE FIELD, DEPTHS TO INDIVIDUAL SERVICESWERE OBTAINED AND RECORDED. THE DEPTH IS SHOWN ASTEXTURAL NOTATION. HENCE, THE ATTRIBUTE "0.58D" INDICATES ADEPTH TO THE UTILITY OF 580mm.

12. CONTOURS ARE AN INDICATION OF LANDFORM AND SHOULD NOT BETAKEN IN PREFERENCE TO SPOT LEVELS SHOWN.

13. CONTOUR INTERVAL, MAJOR 1m, MINOR 0.5m.

BOUNDARY NOTES

The boundaries shown (Layer:E_BOUNDARY_Title_Boundary) are by survey asshown in PPN DP1232021 (unregistered) and are subject to registration at LPINSW.The boundaries shown (Layer:SACM) are approximate only and are included onlyfor context and should not be used for any design or planning.The easements shown (Layer:E_BOUNDARY_Easement) are by survey asshown in PPN DP1232021 (unregistered) and are subject to registration at LPINSW.

SP71

539

DP3

7446

8

DP3

7446

8

DP1

7705

1

DP1

0963

59

SP54033

SP90

263

DP7

0555

0

DP3

175

101

BA

1

4

16


2 4 612

1:100

0

N/A


JOB No

PR124856ISSUE


A0


TITLE


CHECKED:

APPROVED:

DATE OF PLAN:DRAWN:

DATE APPROVED:

DATE LAST SAVED:

CLIENT:

RE

VIS

ION

S

HORIZ. SCALE:

COORDINATES: DATUM:

No.


18.07.2017

AHDSSM85255

@ A0

MGA


A2


L.C.

K.S.

P.G.

L.N.

27.06.2017

18.07.2017

18.07.2017




VERT. SCALE:





E ELEC

POLE - LIGHT (PLPL)







EHECEZEU






OZOU

TTZ




E GAS

E GAS


HGLG




GZGHEG

HYDRANT (PWHY)



MAIN-DIGITISED (WZ)


VENT PIPE (PSVP)

WHW

WZ

LAMPHOLE (PSLH)


DP




DRAINAGE PIT (DP)

SSZ






DISCLAIMER:







Quality Level C (QL-C) is described as a surface featurecorrelation or an interpretation of the approximate location andattributes of a subsurface utility asset using a combination of existingrecords (and/or anecdotal evidence) and a site survey of visibleevidence. The minimum requirement for Quality Level C is relativespatial position. Information is collected by correlating the survey ofvisible utility surface features such as marker plates or water hydrantsand acquired dial-before-you-dig plans to "draw" a string which showsthe approximate position of services.Quality Level B (QL-B) provides relative subsurface featurelocation in three dimensions. The minimum requirement for QualityLevel B is relative spatial position. Information is collected bydesignating the horizontal and vertical location of underground utilitiesby using electromagnetic pipe and cable locators, sondes or flexi-trace,ground penetrating radar and acoustic pulse equipment.Quality Level A (QL-A) is the highest quality level and consists ofthe positive identification of the attribute and location of a subsurfaceutility at a point to an absolute spatial position in three dimensions. It isthe only quality level that defines a subsurface utility as 'validated'.Where the whole line segment cannot be verified by line of sight, qualitylevel A shall not be attributed to the line segment between validatedpoints. The vertical information for this locating method is to the top orshallowest part of the located service.

12

345

6

LEGEND

NOTES:















BOUNDARY NOTES


DP1001452

SP72806

SP52547

DP4

4280

4

SP62905

DP7

4767

2

DP5

7504

6

DP1

0963

59

DP5

7504

6

DP6

5567

7

DP7

4767

2

1151

241

A

D

101

25

13 2

100

4

DP627992


2 4 612

1:100

0

N/A


JOB No

PR124856ISSUE


A0


TITLE


CHECKED:

APPROVED:

DATE OF PLAN:DRAWN:

DATE APPROVED:

DATE LAST SAVED:

CLIENT:

RE

VIS

ION

S

HORIZ. SCALE:

COORDINATES: DATUM:

No.


18.07.2017

AHDSSM85255

@ A0

MGA


A3


L.C.

K.S.

P.G.

L.N.

27.06.2017

18.07.2017

18.07.2017




VERT. SCALE:





E ELEC

POLE - LIGHT (PLPL)







EHECEZEU






OZOU

TTZ




E GAS

E GAS


HGLG




GZGHEG

HYDRANT (PWHY)



MAIN-DIGITISED (WZ)


VENT PIPE (PSVP)

WHW

WZ

LAMPHOLE (PSLH)


DP




DRAINAGE PIT (DP)

SSZ






DISCLAIMER:







Quality Level C (QL-C) is described as a surface featurecorrelation or an interpretation of the approximate location and

attributes of a subsurface utility asset using a combination of existingrecords (and/or anecdotal evidence) and a site survey of visibleevidence. The minimum requirement for Quality Level C is relativespatial position. Information is collected by correlating the survey ofvisible utility surface features such as marker plates or water hydrantsand acquired dial-before-you-dig plans to "draw" a string which showsthe approximate position of services.Quality Level B (QL-B) provides relative subsurface featurelocation in three dimensions. The minimum requirement for QualityLevel B is relative spatial position. Information is collected bydesignating the horizontal and vertical location of underground utilitiesby using electromagnetic pipe and cable locators, sondes or flexi-trace,ground penetrating radar and acoustic pulse equipment.Quality Level A (QL-A) is the highest quality level and consists ofthe positive identification of the attribute and location of a subsurfaceutility at a point to an absolute spatial position in three dimensions. It isthe only quality level that defines a subsurface utility as 'validated'.Where the whole line segment cannot be verified by line of sight, qualitylevel A shall not be attributed to the line segment between validatedpoints. The vertical information for this locating method is to the top orshallowest part of the located service.

12

345

6

LEGEND

NOTES:















BOUNDARY NOTES


DP4

4280

4

DP7

4767

2

DP2

2260

1

DP5

7504

6

DP1

7705

1

DP2

2260

1

DP1

0963

59

SP72954

DP5

7704

7DP5

7354

3

DP7

0555

0

DP2

2260

1

DP2

2260

1

DP6

6356

0

DP5

7504

6

DP6

5567

7

DP4

320

DP2

2260

1

DP2

2260

1

DP7

4767

2

101

A

4

101

4

13

5

3

1

2

100

1

5

4

1

1

6

2

32


2 4 612

1:100

0

N/A


JOB No

PR124856ISSUE


A0


TITLE


CHECKED:

APPROVED:

DATE OF PLAN:DRAWN:

DATE APPROVED:

DATE LAST SAVED:

CLIENT:

RE

VIS

ION

S

HORIZ. SCALE:

COORDINATES: DATUM:

No.


18.07.2017

AHDSSM85255

@ A0

MGA


A4


L.C.

K.S.

P.G.

L.N.

27.06.2017

18.07.2017

18.07.2017




VERT. SCALE:





E ELEC

POLE - LIGHT (PLPL)







EHECEZEU






OZOU

TTZ




E GAS

E GAS


HGLG




GZGHEG

HYDRANT (PWHY)



MAIN-DIGITISED (WZ)


VENT PIPE (PSVP)

WHW

WZ

LAMPHOLE (PSLH)


DP




DRAINAGE PIT (DP)

SSZ






12

345

6

LEGEND

DISCLAIMER:








NOTES:









9. IT REMAINS THE RESPONSIBILITY OF THE COMPANY AND/OR THEINDIVIDUAL CONDUCTING PHYSICAL WORKS TO ENSURE AN

UP-TO-DATE VERSION OF DIAL BEFORE YOU DIG PLANS ISCONSULTED AND AVAILABLE ON SITE. PHYSICAL WORKS MAYINCLUDE, BUT NOT BE LIMITED TO, EXCAVATING, BORING(HORIZONTAL AND VERTICAL), AND DRILLING.





BOUNDARY NOTES


DP724930

DP2

2260

1

DP1

7705

1

DP2

2260

1

SP72954

DP5

7704

7

SP35

06

DP4

320

DP4

320

SP30607

DP6

5645

2

DP5

7354

3

DP7

0555

0

DP2

2260

1

DP2

2260

1

DP6

6356

0

DP9

2587

2

DP4

320

DP2

2260

1

DP2

2260

1

DP4

320

DP9

4085

3

101

4

4

1

1

5

3

1

1

5

1

25 26

24

1 7

1

6

2

32

33

33

33


2 4 612

1:100

0

N/A


JOB No

PR124856ISSUE


A0


TITLE


CHECKED:

APPROVED:

DATE OF PLAN:DRAWN:

DATE APPROVED:

DATE LAST SAVED:

CLIENT:

RE

VIS

ION

S

HORIZ. SCALE:

COORDINATES: DATUM:

No.


18.07.2017

AHDSSM85255

@ A0

MGA


A5


L.C.

K.S.

P.G.

L.N.

27.06.2017

18.07.2017

18.07.2017




VERT. SCALE:





E ELEC

POLE - LIGHT (PLPL)







EHECEZEU






OZOU

TTZ




E GAS

E GAS


HGLG




GZGHEG

HYDRANT (PWHY)



MAIN-DIGITISED (WZ)


VENT PIPE (PSVP)

WHW

WZ

LAMPHOLE (PSLH)


DP




DRAINAGE PIT (DP)

SSZ






DISCLAIMER:








12

345

6

LEGEND

NOTES:









9. IT REMAINS THE RESPONSIBILITY OF THE COMPANY AND/OR THEINDIVIDUAL CONDUCTING PHYSICAL WORKS TO ENSURE ANUP-TO-DATE VERSION OF DIAL BEFORE YOU DIG PLANS ISCONSULTED AND AVAILABLE ON SITE. PHYSICAL WORKS MAYINCLUDE, BUT NOT BE LIMITED TO, EXCAVATING, BORING(HORIZONTAL AND VERTICAL), AND DRILLING.





BOUNDARY NOTES


SP72806

SP62905

DP7

4767

2

DP43

9822

DP2

5009

DP4

5515

3

DP901161

DP2

2167

4DP61

0792

DP2

5009

DP3775

38

DP5776

01

DP6005

79

DP4

5515

3

DP901161

DP7

4767

2

DP2

5009

DP2

5009

DP2

5009

DP6564

54

DP2

5009

DP2

2167

4

SP65

272

DP6

6548

2

101

18

1

1

100

2

2

31

5

4 2 3

14

1

5

C

2

1

2 6


2 4 612

1:100

0

N/A


JOB No

PR124856ISSUE


A0


TITLE


CHECKED:

APPROVED:

DATE OF PLAN:DRAWN:

DATE APPROVED:

DATE LAST SAVED:

CLIENT:

RE

VIS

ION

S

HORIZ. SCALE:

COORDINATES: DATUM:

No.


18.07.2017

AHDSSM85255

@ A0

MGA


A6


L.C.

K.S.

P.G.

L.N.

27.06.2017

18.07.2017

18.07.2017




VERT. SCALE:





E ELEC

POLE - LIGHT (PLPL)







EHECEZEU






OZOU

TTZ




E GAS

E GAS


HGLG




GZGHEG

HYDRANT (PWHY)



MAIN-DIGITISED (WZ)


VENT PIPE (PSVP)

WHW

WZ

LAMPHOLE (PSLH)


DP




DRAINAGE PIT (DP)

SSZ






DISCLAIMER:








12

345

6

LEGEND NOTES:















BOUNDARY NOTES


Scale At A3: 1:1350

11970337

Date:

Seq Number:Job Number:

2220

1816

1412

3-15

(10-

18)

7A-

7B

330

332

334

328326

322457

336

455338

449447

340

437

18-2

410

16

2725

2321

13-1

9

19

21

2B23 (1/11) (2/11)

(6/3

4)(5

/34)

34-4

8(4

2)

32-36

30

27

23-2526

21

17-19

2422

2018

16A16

1412

108

56735-51

4-6563

20-26

545

33

9-15

31402-420

29

521(27)

400

17

25390

388511

3438

382

378507-509

503

(4/4

1)

50128-34

376

374

497

372

370

368

366

22-26

495360

20479

348(14)

342-346477

(36)

(475) 473

(1/3

6)(2

/36)

471

36

469A469

467

6361

5559

5351

4349

45-4

739

4131

-33

35

46510-12

463

118

4

(2D) (2C) (2B) (2A)

(116

)

6864

6260

54

20

(4)

13

6

2

4

11

2

7

(29)

(29A

)31

3537

3943

4147

4549

5155

5759

-61

6365

(28)

3238

40-4

446

5258

56

6769

60-6

264

48

71

6668

5070

75

(3)

7274

76

12

80

108

78

6

8286

9088

77

9496

9810

0

79(8

1)

102

104

106

108

110-

112

83114

(98A

)(8

2)(8

4)

85

(114

)

(3/4

1)

65

91(9

1A89

118-

124

87

CHRISTIE

STREE

NICHOLSON

S TREETROAD

CLOSURE

NICHOLSON

NE

STREET

POLE

NICHOLSONCLARKE

STREET

HUME S T REETPARK

SHU

ME

LOUG

HBY

LLO

UG

HB

Y

ZIG

LANE

DEAN LANE

STREET

ZAG

WIL

LOUG

CHAPEL LANE

ZIG

HOLTERMANN

LAN

E

HUM

E

LANE

HOSPITAL LANE

LANE

ERNEST PLACE ERNESTSTREET

PACIFIC

06:03:17

Recipient:

59404674

Copyright:

All 2D, 3D and ortho-photograph layers © Copyright North Sydney Council2000. No part of this map may be reproduced without prior written permission.All Rights Reserved

Disclaimer:

This material has been compiled from 2D and 3D digital dataWhile all care is taken to ensure a high degree of accuracy, North SydneyCouncil and/or contributors accept no responsibility for any injury, loss ordamage arising from its use or errors or omission therein. Any commentsregarding data discrepancies should be forwarded by email [email protected].

Planning Scheme:

North Sydney Local Environmental Plan was gazetted 3 November 1989and amended by Amendments gazetted up to the date specified on thismap. The only maps that should be relied upon for comprehensivenessand accuracy are the original maps of the Local Environmental Plans orcopies certified under Section 150 of The Environmental Planning andAssessment Act.

Note:

This map has been prepared from 2D, 3D and ortho-photographic digital data.Main cadastral 2D layers are being updated on a regular basis from propertyplans provided by Land Titles Office and validated against the Council PropertySystem. 3D layers were developed from stereo-pair aerial photographs, (Oct1997) by PSN Surveying. Ortho-photographs were developed from stereo-pairaerial photographs, (Oct 1997) by PSN Surveying.

Accuracy:2D vector layers (x, y): ± 1.5 metres.3D vector layers (x, y, z): ± 0.5 metres provided by PSN Surveying.

[email protected]

Copyright:Copyright © North Sydney Council - No part of this map may be reproducedwithout permission. Commercial decisions should not be made based oninformation contained in this map. Locations and measurements shown areindicative only and must be confirmed on-site.

Further details can be obtained by calling (02) 9936 8100 or [email protected].

North Sydney Council

Distribution Board

LEGEND

Drainage Pipe

Drainage Pit Litter Basket

Gross Pollutant Trap

Conduit / Cable

Parking MeterSensors

NSC Multi-Purpose Pole(Footing / Pole)

N

S

W EW

N

S

W E

1

NORTH SYDNEY COUNCIL STORMWATER DRAINAGE/UNDERGROUND POWER AND LIGHTPOLE FOOTINGS/PARKING METER SENSORS

ST

WIL

LOU

GH

BY

LANE

HU

ME

ST

OX

LEY

ALBANY

ALBANY

MIT

CH

ELL

CLARKE

HWY

ST ST

NICHOLSON

LAN

ELA

NE

ST

POLELANEPOLE

ALBANY

RDS

T

LAN

E

LANE

HU

ME

ZIG

ZA

GZI

G Z

AG

WIL

LOU

GH

BY

ERNEST

LAN

E

ST

ST

CLARKE

OXLEYCLARKE

LANE

PACIFIC

HUME

NICHOLSO

N

LANE

ST

LANE

RIVER

HU

ME

RD

LANE

ZIG

ZA

G

WIL

LOU

GH

BY

PL

HWY

RD

SHIRLEY

WIL

LOU

GH

BY

PACIFIC

ST

NICHOLSON

ST

MO

NT

LANE

RIVER

HU

ME

VSE

RP

RP

RP

RP

VSE

RP

RP

VSERP

RPRP

VSE

VERT

VSE

VSE

VSE

VSE

RP

RP

RPMS

TMS

RP

VSE

VSE

VSE

RP

VSE

RP

VSE

VSE

VSE

VSE

RP

Dis

Dis

Dis

Dis

Dis

Dis

Dis

DisDis

Relined

Relin

ed

Relined

20

7

1001

65

4CP

1

23B 24 3 1CP 2

2

CP

2 CP 82 BA 1

CP1

CP

3130 3211

2

1 A

2

CP

CP

CP CP 26 27 2928

CPCCP

CP

A B

CP

17 10018

CP

1

A

10

1

1

2

1

1

CP

CP

1

26

27

C

CP

3

2

1

1012

1

CP

CP

1

CP

A

B

1

2

A

B

A

B

22

CP

17

CP

12

11315 1416

1147

CPCP

1

A

23

62

61

21

BC

D5

6G

HA

218

CP 141

138

37

1149

3635

34

17CP

AB

1112

13A

B11

AB

9

3332

CP30

1

1151

111

11

11

23

43

A

2

B1

1

1

2A

1B

61

2

CPA

BC

D

25

16

120

2

24 13

AB

C

CP

CP

A

B

1148

24

23

1

CP

22

21

CP

4

3

CP

A

1

4

1

1

2

5

1

101

1

2

1

7

101

100

2

12

34

56

100

26

CP

1

BC

12

A

1

A

B

D

C

A

27

28

29

30

1

CP

CP

CP

CP

24

CP

102

CP

1

2

XY

918

31

2CP

ED

3180

12 B11

1

12

34

51

3

1

2

3

4

5

6

CP

14

2C

51

3

1 823

56

2

3

2

2

ED

C

B

F

BA

CP

1

1

2

1

CPCP

4

CPCP

CP

CP

CP

CP

B1

11

1

1

1

12

3

4

56

7

89

11

28

CP

14

CP

CP

32

CP

100

A

CP

LAND

1

3

CP

CP

1

2

A

B

D

A

151

CP

CP

LOT 20

113

148-

154

103

148-

154

148-

154

148-

154

136-

146

101

49474557555351

96

59

7674726254-60

706864 66

33-3533-3531

37

51

39

41

70

50-5248

92321 25 27-29

30-362838-46

59922-24 26

1-3 1-3 5

575-597

7-9

575-597575-597

567

563-565

567

472

486-494

65

67-69

65

460

456

545-553

452

446

446

53-63

24

402-422

35-51

33

31

2220

1816A

16

1210

8

14

13

23

11-19

25-272323232323

36-4

4

36-4438

99

134

132

130

128

9795

9391

8987

8583

118-

124

114-

116

31 3329

6563

6159

5553

110-

112

108

106

104

102A

100

9896

9490

-92

8886

82-8

4

5149

4543

41

36-4

4

79-8

177

73-7

571

6967

6563

59-6

159

-61

5755

5149

3935

3531

31

8078

7674

72A

7068

6664

77

60-6

258

5652

-54

10-12

6-8

521

521

28-34

36-44

28-3428-34

28-34

22-26

511-515

507

503

501

14-20

497

388382

382

378

400

398398

29

17-19

4-6

20-26

479

477

473

372370

368366

376374

25 360

23

21

19

348

342-346

342-346

340338

336334

332330

326

328

324

17

17

17

17

9

2B

7

7AB

5048

4640

-44

4

4

473

4745

4341

3937

3531

-33

29

24 6

34-4

8

2127

2523

13-1

713

-17

11

471469A

469467

465463

457

455

36-3

828

-34

28-3

418

-26

449447

16

10-12437

437

10-1

210

-12

429

437433

320318

316314

312

310

308

306

126

99

9

1-3

10

10

6-8

911-15

3

419

7-7A

417

413

415

423

411

8290

2A

6-10

11

4

2

15-17

5

3

5A

124

2

3

17-19

18

88A

1

1A

41B1B

2A

1AB

1515

1

3434

-36

300 300

300

300300

29.0

36.2

25.9

35.0

46.3

45.1

48.1

55.467.3

3.9

77.4

12.1

24.3

3.3

13.1 41.1

44.53.4

1.9

24.6

7.0 5.7

15.8

27.1

5.7

20.4

12.4

4.8

4.2

10.921.631.3

25.0

7.33.6 15.5

3.0

8.518.5

25.2

4.1

10.331

.3

6.0 4.5

11.2

3.621.3

51.8

2.0

30.4

53.0

41.451.260.971.3

51.5

41.113

.7

5.0

3.9

3.2

33.844.1

24.332.3

39.9

54.2

61.2

63.7

71.3

72.5

78.9

21.9

12.8

32.0

10.6 2.7

61.2

70.4

72.2

60.0

43.8

5.8

2.4

8.2

27.4

36.8

47.548.7

13.4

36.4

39.935.6

45.447.8

23.125

.9

17.0

30.4

22.5

14.6

8.5

3.6

17.015.2

24.9

35.9

0.3

8.5

4.8

6.0

3.0

7.3

9.1

3.6

15.2

29.227.4

15.8

9.1

3.9

9.4

22.5

36.2

1.8

14.9

5.4

1.8

4.5

27.4

32.021.3

7.6 18.8

12.8

20.7

11.5

3.3

21.924.9

50.5

40.8

50.2

40.2

12.1

19.219.8

32.0

38.1

44.1

5.751.2

56.3

25.9

23.7

3.3

7.1

20.7

31.0

41.137.1

52.1

60.9

74.6

50.9

59.7

67.9

3.62.4

11.5

24.6

10.3

20.4

31.62.3

35.9

41.143.5

55.1

50.2

61.2

73.4

81.3

71.6

62.4

68.5

74.677.7

28.0

4.8

3.0

28.3

8.210.3

22.223.4

34.4

2.4

8.5

17.3

13.1

24.0

29.8 27.7

37.7

34.1

42.3

48.4

64.0

69.4

6.0

9.1

18.8

1.5

10.9

3.5

33.8

11.5

10.3

22.8

11.5

17.0

31.0

41.7

53.3

2.3

60.3

40.5

51.5

74.6

6.081.3

10.9

15.2

24.6

16.4

25.9

33.2

34.4

13.7

3.019.

524.

625.

932.

0

12.8

26.5

12.4

21.61.4

3.6

7.8

19.0

31.5

44.1

58.8

1.5

10.6

15.217.9

27.429.2

35.937.1

45.7

29.8

43.5

53.9

61.552.7

26.2 12.116.1

35.3

3.9

15.2

2.64.5

11.3

23.4

34.1

32.931.6

22.8

23.4

9.714.613.1

4.23.6

42.3

73.7 59.7

7.0

12.1

23.7

39.0

20.7

19.2

34.1

59.7

40.5

44.8

33.5

6.7

10.39.1

30.4

19.8

28.629.2

20.7

69.2

27.2

5.8

29.2

17.9

1.8

27.4

43.2

16.4

3.66.0

15.8

3.0

2.1

15.652.4

33.5

24.5

5.4

16.412

.8

29.2

50.545

.7

42.6

32.0

19.8

3.6

63.7

50.9

12.5

2.63

2.99

2.13

3.91.9

3.2

14.84

2.72.1

21.3

1.3

2.0 4.3

1.2

1.9

2.26

1.35

4.3

25.83.4

1.8

19.5

1.65

48.0

1.9

1.341

.7

2.0

2.5 1.45

1.4

1.2

2.316

1.631.53

1.563

2.242.316

2.039

0.3 1.5

1.1

2.2

1.411

1.709

1.429

1.0

1.502

1.0

2.2

2.962

1.411

1.5

1.5

1.679

2.1

3.252

3.115

1.9

3.2

2.0 5.2

3.1

2.6

1.7

3.837

3.63

11.8

25.21.2

2.52.7

5

1.33

3.0

1.2

3.718

3.1

3.3

2.2

3.2

2.4

30.2

1.9 2.6

2.4

2.477.8

2.2

2.157

1.911.9

1.56

35.1

1.96

3.6

2.6

1.557

1.2

2.7

2.74

2.64

1.1

10.5

2.91

1.2

2.892

3.0

14.3

26.8

2.8

44.1

11.5

4.026

3.483

1.0

1.066

2.33

5.27

2.4

37.1

1.42

0.9

1.38

1.33

1.383

1.615

1.2

1.3

1.511

28.58

2.7

1.2

225 V

C

225 VC225 VC

225 V

C22

5 VC

225 VC

225 VC225 SGW

150 V

C

225 V

C

225 VC

225 V

C

225 VC

225 SGW225 SGW

225 VC225 VC

225 SGW

225 SGW

225 VC

225 VC

150 VC 150 VC

225 VC

225 VC

225 VC

225 VC

225 VC

150 VC

225 VC

225 VC

225 VC

225 VC

225 VC225 VC

225 VC

225 SGW

225 VC

225 V

C

225 V

C

225 VC225 VC

225 VC

225 VC

225 VC

150 SGW

150 S

GW15

0 SGW

225 V

C22

5 VC

225 V

C22

5 VC

225 V

C

225 SGW

225 S

GW

225 S

GW

225 VC

225 V

C

225 S

GW

225 V

C22

5 VC

225 VC

225 VC

225 VC

225 VC

225 VC

225 VC

225 VC

225 VC

225 VC

225 VC

225 VC

225 V

C

225 SGW

225 VC

225 VC

225 SGW225 SGW

225 SGW

225 SGW

225 V

C

225 VC

225 VC

225 S

GW22

5 PVC

150 V

225 S

GW

225 SGW

225 V

C

225 VC

225 VC

225 SGW

150 SGW

225 SGW

225 V

C

225 S

GW

225 SGW

225 S

GW

225 S

GW

225 SGW

225 VC

225 VC

225 VC

225 VC

225 VC

225 VC

225 SGW225 VC

225 VC

225 V

C

150 SGW

225 VC

225 VC

225 SGW

225 S

GW

150 VC

2.9

2.8

2.9

3.0

5.5

2.5

4.6

5.9

5.5

5.5

3.0

4.4

3.0

3.0

3.0

3.0

5.6

4.5

3.0

2.9

6.06.1

5.9

6.0

6.0

3.0

6.0

5.8

5.8

6.2

6.2

2.0

4.65.85

4.6

2.8

5.0

2.9

2.8

2.8

4.3

2.8

6.0

2.7

2.9

3.0

2.9

3.0

3.0

2.8

2.7 7.3

2.9

5.3

4.6

6.0

2.7

2.75.7

4.5

3.4

4.8

5.7

6.1

2.7

6.0

6.0

3.0

7.2

1.54.4

3.1

2.9

2.9

6.2

5.0

5.0

4.6

6.0

2.9

4.6

5.0

4.6

2.2

1.4

4.3

2.1

2.1

2.1

2.1

5.9

5.9

4.3

5.9

1.9

10.1

3.0

6.7

6.1

6.16.3

6.5

6.8

Bore & Conc Encased

125 PE (150 CICL)

100 CICL

500 CICL 100 CICL500 CICL

100 C

ICL

180 P

E

500 SCL IBL

100 C

ICL

450 C

ICL

500 SCL IBL

150 DICL

100 CICL

500 P

E

500 S

CL IB

L

500 SCL IBL

500 P

E

200 DICL100 CICL

100 CICL

150 CICL 200 DICL

200 D

ICL

200 u

PVC

150 CICL

150 CICL

150 CICL

200 DICL

150 CICL

500 CICL100 CICL

200 oPVC

200 DICL

150 CICL

150 CICL

100 CICL

100 CICL

100 CICL500 CICL

200 D

ICL

500 P

E45

0 SCL

500 D

ICL

200 D

ICL

100 CICL

125 P

E

100 C

ICL

100 C

ICL

100 C

ICL

125 P

E

450 C

ICL

100 C

ICL

450 C

ICL

100 C

ICL

450 CICL500 CICL

150 CICL

500 C

ICL

150 C

ICL

100 C

ICL

500 CICL

100 CICL

200 oPVC

150 CICL

200 SCL 500 CICL

100 CICL

200 DICL

150 DICL

500 CICL100 CICL

100 CICL

150 CICL

150 DICL150 CICL

100 CICL

150 CICL

100 CICL

500 CICL

100 CICL

100 C

ICL

450 C

ICL

250 C

ICL

100 CICL

150 C

ICL

500 C

ICL

450 C

ICL

250 C

ICL

150 CICL

100 CICL

150 CICL

100 CICL

150 CICL

500 CICL

150 CICL

100 CICL

375 CICL

100 CICL

250 CICL

100 DICL

100 CICL

500 CICL

100 CICL

100 CICL

100 C

ICL

Job A

rea Com

pleted

N 0m 7m 14m 21m 28m

Plan 1 of 1

A3

Copyright Reserved Sydney Water 2017

Date of Production: 06/03/2017

DBYD Address: n/a Clarke streeCrows Nest NSW 2065 SYDNEY WATER CORPORATION

No warranty is given that the information shown is complete or accurate.DBYD Job No: 11970337

DBYD Sequence No: 59404684

Scale: 1:1500



Page 55 of 63



Appendix E Pre-Existing Crows Nest DRAINS Data



Page 56 of 63



Proposed Crows Nest Over Station Development DRAINS Data

sm sr-ft-427 sydney metro legacy micro report template

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