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
DOWNPIPE(INDICATIVE)
IN-GROUND ON SITE DETENTIONTANK 12m X 2m X 1.5m DEEP WITHMULTI PART "CLASS D" COVER
PERIMITER WALL AROUNDENTIRE CRASH DECK EDGE
DOWNPIPE(INDICATIVE)
PERIMITER WALL AROUNDENTIRE CRASH DECK EDGE
DOWNPIPE(INDICATIVE)
DOWNPIPE(INDICATIVE)
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
22522
Ø222Ø2
Ø22 Ø2 Ø2 Ø2
Ø
9292920.005.550.00555 9292292929292555000555 000555000 000555000 555000 505
ØØØ
ØØØØØ
Ø2
Ø2
Ø22
522
5ØØØØ
225
90
DDPDP PDPDP DPDP
DPDP
DDPDP
PDPDP
DDDDDPDP
DDDDPDPDPDP DPDP
Ø
DPDP
PPDPDDPPDP
DOWNPIPE(INDICATIVE)
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
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
A2
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
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 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:
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.
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
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
A3
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
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.
12
345
6
LEGEND
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.
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
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
A4
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 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.
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 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.
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.
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
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
A5
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
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 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:
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 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.
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.
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
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 3:38 PM
18.07.2017
AHDSSM85255
@ A0
MGA
DRAWING NoNWRLSRT-RPS-SCN-SR-DWG-000018.dwg
A6
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
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 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:
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.
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
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HBY
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HB
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DEAN LANE
STREET
ZAG
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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.
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
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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
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29.2
50.545
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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
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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
NWRLSRT-MET-SCN-CE-REP-000004
© Sydney Metro 2018
Page 55 of 63
Sydney Metro City & Southwest | Crows Nest Over Station Development EIS -
Appendix W: Flood Assessment and Stormwater Management Plan
Appendix E Pre-Existing Crows Nest DRAINS Data