appendix 1: pavement core sample report · report on test trenching ... appendix 1: pavement core...
TRANSCRIPT
Report on Test Trenching Windsor Bridge Replacement Project; Traffic Signals and Cable Trenches
Intersection of George and Bridge Streets, Windsor
Page 66
Appendix 1: Pavement Core Sample Report
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: Bridge Street - NB laneDate: 18.02.2013 Core Diameter:150 mm Location: Southern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 130 Asphaltic Concrete: Aggregate up to 20mm, poor condition, occasional small to medium void
130 Pavement core terminated at 130mm, continued as borehole
600 2000 Sub-grade: Silty Clay, red-brown, medium plasticity, some fine grained sand, moist, very stiff2000 Borehole terminated at 2000mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Depth (mm)
Geotechnics NB98005
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
Description
130 600 Road-base: Gravel, grey-brown, fine to coarse sub-angular to sub-rounded, some fine to medium grained sand, trace silt, moist, fill.
PC01
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: Bridge St - RoundaboutDate: 18.02.2013 Core Diameter:225 mm Location: Southern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 80 Concrete/brick pavers
200 620
620 800 Lean Mix Concrete, aggregate up to 40mm800 Pavement core terminated at 800mm, continued as borehole800 2000 Sub-grade: Silty Clay, red-brown, medium plasticity, some fine grained sand, moist, very stiff2000 Borehole terminated at 2000mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
80 200 Bedding: Gravelly Sand, yellow-brown, fine to medium grained sand, fine to medium sub-angular gravel, dry, fill, looseAsphaltic Concrete: Aggregate 5 - 10mm, poor condition, small voids, asphalt deteriorated on coring
PC02
620 720 82
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: George Street - WB laneDate: 18.02.2013 Core Diameter:150 mm Location: Southern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 10 Asphaltic Concrete: Aggregate 5 - 10mm, fair condition, few small voids10 35 Asphaltic Concrete: Aggregate 5 - 15mm, poor condition, small to medium voids35 Pavement core terminated at 35mm, continued as borehole
300 1500
1500 Borehole terminated at 1500mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
35 150 Road-base: Gravel, grey/brown, fine to coarse sub-angular to sub-rounded, some fine to medium grained sand, dry to moist, fill.Sub-grade/fill: Sandy Silt, dark brown, low plasticity, fine grained sand, trace clay, trace fine sub-angular gravel, dry to moist, fill
150 300
Sub-grade: Silty Clay, red-brown, medium plasticity, some fine grained sand, moist, very stiff.
PC03
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: George Street - EB laneDate: 18.02.2013 Core Diameter:150 mm Location: Southern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 60 Asphaltic Concrete: Aggregate 5 - 10mm, fair condition60 120 Asphaltic Concrete: Aggregate up to 35mm, fair condition, few small voids120 310 Concrete, aggregate up to 40mm310 Pavement core terminated at 310mm, continued as borehole
310 400
400 2000 Sub-grade: Silty Clay, red-brown, medium plasticity, some fine grained sand, moist, very stiff2000 Borehole terminated at 2000mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
Sub-grade/fill: Sandy Silt, dark brown, low plasticity, fine grained sand, trace clay, dry to moist, fill
PC04
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: George St, EB laneDate: 18.02.2013 Core Diameter:150 mm Location: Southern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 10 Asphaltic Concrete: Aggregate 5 - 10mm, fair condition, few small voids10 35 Asphaltic Concrete: Aggregate 5 - 15mm, fair condition, few small voids35 Pavement core terminated at 35mm, continued as borehole
300 1000
1000 1500 Sub-grade: Silty Clay, red-brown, medium plasticity, some fine grained sand, moist, hard1500 Borehole terminated at 2000mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
35 300 Road-base: Sandy Silt, brown/pale brown, trace clay, fine grained sand, trace fine sub-angular to sub-rounded gravel, dry to moist, fillSub-grade: Silty Sand, red-brown, trace clay, dry to moist, fine to medium grained sand, dense
PC05
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: Wilberforce Rd, SB laneDate: 19.02.2013 Core Diameter:300 mm Location: Northern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To
0 80
80 Pavement core terminated at 80mm, continued as borehole
500 2000 Sub-grade: Clayey Silt, dark brown, low plasticity, moist, firm, alluvium2000 Borehole terminated at 2000mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
80 500 Road-base: Gravelly Sand, brown, fine to medium grained, fine to medium sub-angular to sub-rounded gravel, trace silt, dry to moist, fill
Asphaltic Concrete:: Aggregate 5 - 10mm, some aggregate up to 20mm, fair condition, few small voids
PC07
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: Freemans Reach Rd, SB laneDate: 19.02.2013 Core Diameter:150 mm Location: Northern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 15 Asphaltic Concrete:: Aggregate 5 - 15mm, fair condition, few small voids15 170 Asphaltic Concrete:: Aggregate up to 25mm, possible Lean Mix Concrete (LMC)170 Pavement core terminated at 170mm, continued as borehole
700 1500 Sub-grade: Clayey Silt, dark brown, low plasticity, moist, firm, alluvium1500 Borehole terminated at 2000mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
170 500 Road-base: Gravelly Sand, grey-brown, fine to medium grained sand, fine to medium sub-angular to sub-rounded gravel, trace clay, trace silt, dry to moist, fill
500 700 (Stabilised Layer) Sand, pale grey-pale brown, fine to medium grained, cement stabilised (cement odour), dry to moist, fill
PC08
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: Wilberforce Road, SB laneDate: 18.02.2013 Core Diameter:150 mm Location: Northern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 10 Asphaltic Concrete: Aggregate 15mm, fair condition, few small voids10 35 Asphaltic Concrete: Aggregate 5 - 15mm, fair condition, few small voids35 Pavement core terminated at 35mm, continued as borehole
600 1500 Sub-grade: Clayey Silt, dark brown, low plasticity, moist, firm, alluvium1500 Borehole terminated at 1500mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
35 350 Road-base: Gravelly Sand, brown, fine to medium grained sand, fine to medium sub-angular to sub-rounded gravel, trace silt, dry to moist, fillSub-base/select: Silty Sand, dark grey-brown, fine to medium grained sand, some fine sub-angular gravel, dry to moist, fill
350 600
PC09
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: Wilberforce Road, SB laneDate: 18.02.2013 Core Diameter:150 mm Location: Northern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 10 Asphaltic Concrete: Aggregate 5 - 10mm, fair condition, few small voids10 35 Asphaltic Concrete: Aggregate 5 - 15mm, fair condition, few small voids35 Pavement core terminated at 35mm, continued as borehole
800 1500 Sub-grade: Clayey Silt, dark brown, low plasticity, moist, firm, alluvium1500 Borehole terminated at 1500mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
35 350 Road-base: Gravelly Sand, brown, fine to medium grained sand, fine to medium sub-angular to sub-rounded gravel, trace silt, dry to moist, fill
350 800 Sub-base/select: Sand, brown-grey, fine to medium grained, some silt, trace fine sub-angular to sub-rounded gravel, dry to moist, fill
PC010
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: George Street - WB laneDate: 18.02.2013 Core Diameter:150 mm Location: Southern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 45 Asphaltic Concrete: Aggregate 10mm, fair condition, occasional small void45 120 Asphaltic Concrete: Aggregate 5 - 10mm, fair condition, occasional small void120 170 Asphaltic Concrete: Aggregate up to 25mm, fair condition, few small voids170 Pavement core terminated at 170mm, continued as borehole
170 400
400 2000 Silty clay, red-brown, medium plasticity, some fine grained sand, moist, hard2000 Borehole terminated at 1500mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
Sandstone block: grey-brown, fine to medium grained, ground down to fragments, hard penetration
PC11
Contractor: Terratest Pty. Ltd. (Tim Tucker) Core Method: Wet Position: George Street - WB laneDate: 18.02.2013 Core Diameter:150 mm Location: Southern ApproachEquipment: Diatube Logged By: DA Checked By: SRR
From To0 10 Asphaltic Concrete: Aggregate 5 - 10mm, fair condition, few small voids10 55 Asphaltic Concrete: Aggregate 5 - 15mm, fair condition, occasional small void55 Pavement core terminated at 55mm, continued as borehole
300 900 Sub-grade: Silty Sand, red-brown, fine to medium grained, trace clay, dry to moist, dense900 1500 Sub-grade: Silty Clay, red-brown, medium plasticity, some fine grained sand, moist, hard1500 Borehole terminated at 1500mm, target depth
Photo:
Client:
Project:
Title:
Project No: Location ID:
I:\NBIF\Projects\NB98005\Technical\Geotechnical\Logs\Pavement Cores\[NB98005_Asphalt_Log.xlsx]PC11
Geotechnics NB98005
Depth (mm) Description
Roads and Maritime Services
Windsor Bridge Replacement
Detail Design
Pavement Core Log Report
55 300 Road-base: Sandy Silt, brown/pale brown, fine grained sand, trace fine sub-angular to sub-rounded gravel, dry to moist, fill
PC12
0 20
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TC-T
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TC-T
TC-T
SZ SZ SZ SZ SZ SZ SZ SZ
GEORGE STREET
MCG0
MCB0
MCB0
LIMIT OF WORKS
LIMIT
OF
WOR
KS
LIMIT OF WORKS
LIMIT OF WORKS
JOINS DRG SK-0022
FROM SYDNEY TO FREEMANS REACH
LEGEND
EXISTING PROPERTY BOUNDARYPROPOSED PROJECT BOUNDARY
RETAINING WALL
FOR REFERENCE
HYDRANTSTOP VALVEWATER METERWATER AIR VALVE
W-S
WH
WATER MAIN - SYDNEY WATERWATER HOUSE CONNECTION
S
SR
SZ
SEWER MAINSEWER RISING MAINSEWER MAIN - DIGITISED
SEWER MANHOLE COVER
T
TC-T
OU-T
TELSTRA TELEPHONE LINETELSTRA TELEPHONE CONDUITTELSTRA OPTICAL FIBRE - UNDERGROUND
SINGLE CONCRETE PITTWIN CONCRETE PITTELEPHONE DISTRIBUTION PILLARPOLESUMP
ELECTRICAL LIGHT POLELIGHT POLE
ELECTRICAL JUNCTION BOX
EU ELECTRICAL CONDUIT - UNDERGROUND
EXISTING UTILITIES TO BE RETAINED
PROPOSED EASEMENT BOUNDARY
EP / EGL
TDP
ELECTRICAL POLE / ELECTRICAL GARDEN LIGHT
WATER MAIN
UTILITIES INVESTIGATION LOCATION
SEWER MAINTELSTRA MAINELECTRICAL CABLES
Ï100mm PAVEMENT CORE FOR ASPHALTTHICKNESS, TYPE & THICKNESS OF BASE,TYPE OF SUBGRADE (8 OF)Ï150mm PAVEMENT CORE AS ABOVEPLUS CBR OF SUBGRADE (2 OF)
PAVEMENT TESTING LOCATIONDIG SLOT FOR SERVICES
OVERWATER SEDIMENT SAMPLING FORA.S.S TESTING AND WASTE CLASSIFICATION
GEOTECHNICAL INVESTIGATION LOCATION
BOREHOLES FOR WATER QUALITY BASINSUB STRATA & SCOUR PROTECTION DESIGN
1. ALL ABOVE GROUND SERVICES HAVE BEEN OMITTEDFOR CLARITY
2. PRIOR TO COMMENCING ANY POTHOLING WORKS,LOCATION OF IDENTIFIED SERVICES TO BE FURTHERCONFIRMED BY LOCATORS
NOTES
ARCHEALOGICAL DIGS
HERITAGE SITES
ORIGINAL DRAWING AT A3 SIZE
SKETCH No REV
CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.
SKETCH
ISSUE DATEDRAWN BY
DESIGN PARTNERS
0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED
This Drawing may have been prepared using colour and may be incomplete if copied
MR182 - BRIDGE STREET WINDSORWINDSOR BRIDGE REPLACEMENT
DRAWN
PROJECT
DATE
: 8/02
/2013
12:57
:39 P
MLO
GIN
NAME
: GOM
EZ, C
LEO
(SKM
)LO
CATI
ON: I
:\NBI
F\Pr
ojects
\NB9
8005
\Deli
vera
bles\D
rawi
ngs\C
ivil\S
ketch
es\N
B980
05-S
K-00
21-0
028.d
wg
A.C.N. 001 024 095
Tel: (02) 9928 2100 Fax (02) 9928 2500St Leonards NSW 2065 Australia
Sinclair Knight Merz Pty Ltd
100 Christie Street
BDPBDPCGISSUED FOR INFORMATION08.02.13DBDPBDPCGISSUED FOR INFORMATION30.01.13CBDPBDPCGISSUED FOR INFORMATION24.01.13BBDPBDPCGISSUED FOR INFORMATION16.01.13A NB98005-SK-0021 D
UTILITIES, PAVEMENT AND GEOTECHNICALINVESTGATIONS PLAN
SHEET1 CG 08.02.13
PC 01 PC 02
PC 05
PC 04
PC 03
UP 01 UP 02
UP 15
UT 20
PC 11
PC 12PC 10
AP11
UP 16
UP 17 UP 18UP 19
HLT27.343
DPY313.377
1
2
0
1
4
0
1
6
0
180
200
22
0
24
0
80
100
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160
180
JB
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EUEU
EU
EU
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EU
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TC-T
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OU-T
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WH
WH
WH
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WH
W-SW-S
W-SW-S
W-S
W-S
W-S
W-S
W-S
W-SW-S
W-SW-S
W-SW-S
W-SW-S
W-SW-S
W-S
W-S
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W-SW-S
W-SW-S
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SS
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TC-TTC-T
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TC-T
TC-T
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SR
SR
SRSR SR SR
BRIDGE STREET
MCB0
MCB0
MCT0
JOINS DRG SK-0021
JOINS DRG SK-0023
JOINS DRG SK-0028
FROM SYDNEY TO FREEMANS REACH
LEGEND
EXISTING PROPERTY BOUNDARYPROPOSED PROJECT BOUNDARY
RETAINING WALL
FOR REFERENCE
HYDRANTSTOP VALVEWATER METERWATER AIR VALVE
W-S
WH
WATER MAIN - SYDNEY WATERWATER HOUSE CONNECTION
S
SR
SZ
SEWER MAINSEWER RISING MAINSEWER MAIN - DIGITISED
SEWER MANHOLE COVER
T
TC-T
OU-T
TELSTRA TELEPHONE LINETELSTRA TELEPHONE CONDUITTELSTRA OPTICAL FIBRE - UNDERGROUND
SINGLE CONCRETE PITTWIN CONCRETE PITTELEPHONE DISTRIBUTION PILLARPOLESUMP
ELECTRICAL LIGHT POLELIGHT POLE
ELECTRICAL JUNCTION BOX
EU ELECTRICAL CONDUIT - UNDERGROUND
EXISTING UTILITIES TO BE RETAINED
PROPOSED EASEMENT BOUNDARY
EP / EGL
TDP
ELECTRICAL POLE / ELECTRICAL GARDEN LIGHT
WATER MAIN
UTILITIES INVESTIGATION LOCATION
SEWER MAINTELSTRA MAINELECTRICAL CABLES
Ï100mm PAVEMENT CORE FOR ASPHALTTHICKNESS, TYPE & THICKNESS OF BASE,TYPE OF SUBGRADE (8 OF)Ï150mm PAVEMENT CORE AS ABOVEPLUS CBR OF SUBGRADE (2 OF)
PAVEMENT TESTING LOCATIONDIG SLOT FOR SERVICES
OVERWATER SEDIMENT SAMPLING FORA.S.S TESTING AND WASTE CLASSIFICATION
GEOTECHNICAL INVESTIGATION LOCATION
BOREHOLES FOR WATER QUALITY BASINSUB STRATA & SCOUR PROTECTION DESIGN
1. ALL ABOVE GROUND SERVICES HAVE BEEN OMITTEDFOR CLARITY
2. PRIOR TO COMMENCING ANY POTHOLING WORKS,LOCATION OF IDENTIFIED SERVICES TO BE FURTHERCONFIRMED BY LOCATORS
NOTES
ARCHEALOGICAL DIGS
HERITAGE SITES
ORIGINAL DRAWING AT A3 SIZE
SKETCH No REV
CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.
SKETCH
ISSUE DATEDRAWN BY
DESIGN PARTNERS
0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED
This Drawing may have been prepared using colour and may be incomplete if copied
MR182 - BRIDGE STREET WINDSORWINDSOR BRIDGE REPLACEMENT
DRAWN
PROJECT
DATE
: 8/02
/2013
12:57
:45 P
MLO
GIN
NAME
: GOM
EZ, C
LEO
(SKM
)LO
CATI
ON: I
:\NBI
F\Pr
ojects
\NB9
8005
\Deli
vera
bles\D
rawi
ngs\C
ivil\S
ketch
es\N
B980
05-S
K-00
21-0
028.d
wg
A.C.N. 001 024 095
Tel: (02) 9928 2100 Fax (02) 9928 2500St Leonards NSW 2065 Australia
Sinclair Knight Merz Pty Ltd
100 Christie Street
BDPBDPCGISSUED FOR INFORMATION08.02.13DBDPBDPCGISSUED FOR INFORMATION30.01.13CBDPBDPCGISSUED FOR INFORMATION24.01.13BBDPBDPCGISSUED FOR INFORMATION16.01.13A NB98005-SK-0022 D
UTILITIES, PAVEMENT AND GEOTECHNICALINVESTGATIONS PLAN
SHEET2 CG 08.02.13
PC 06
DIG SLOT FOR TELSTRA, ELECTRICALAND WATER SERVICES
DIG SLOT FOR ELECTRICALAND TELSTRA SERVICES
DIG SLOT FOR ELECTRICALAND SEWER SERVICES
DIG SLOT FOR TELSTRA, SEWERAND WATER SERVICES
DIG SLOT FOR ELECTRICALAND WATER SERVICES
UT 04 UT 05
UT 06
UT 07
UT 08
UP 03
UP 04
UP 05
SITE INVESTIGATIONSARE ON HOLD
HLT27.343
DPY47.544
22
0
24
0
26
0
28
0
30
0
32
0
34
0
36
0
80
100
120
140
160
180
JB
EUEU
EUEU EU EU EU EU EU EU EU EU EU EU EU EU EU
EU
EU
EU
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WHW
H
W-SW-S
W-SW-S
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W-SW-S W-S W-S W-S W-S W-S W-S W-S
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SS
SS
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SS
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TC-TTC-T
TC-TTC-T
TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T
TC-T
TC-T
TC-T
SR
BRIDGE STREET
MCB0 MCB0
JOINS DRG SK-0022
JOINS DRG SK-0024
FROM SYDNEY TO FREEMANS REACH
LEGEND
EXISTING PROPERTY BOUNDARYPROPOSED PROJECT BOUNDARY
RETAINING WALL
FOR REFERENCE
HYDRANTSTOP VALVEWATER METERWATER AIR VALVE
W-S
WH
WATER MAIN - SYDNEY WATERWATER HOUSE CONNECTION
S
SR
SZ
SEWER MAINSEWER RISING MAINSEWER MAIN - DIGITISED
SEWER MANHOLE COVER
T
TC-T
OU-T
TELSTRA TELEPHONE LINETELSTRA TELEPHONE CONDUITTELSTRA OPTICAL FIBRE - UNDERGROUND
SINGLE CONCRETE PITTWIN CONCRETE PITTELEPHONE DISTRIBUTION PILLARPOLESUMP
ELECTRICAL LIGHT POLELIGHT POLE
ELECTRICAL JUNCTION BOX
EU ELECTRICAL CONDUIT - UNDERGROUND
EXISTING UTILITIES TO BE RETAINED
PROPOSED EASEMENT BOUNDARY
EP / EGL
TDP
ELECTRICAL POLE / ELECTRICAL GARDEN LIGHT
WATER MAIN
UTILITIES INVESTIGATION LOCATION
SEWER MAINTELSTRA MAINELECTRICAL CABLES
Ï100mm PAVEMENT CORE FOR ASPHALTTHICKNESS, TYPE & THICKNESS OF BASE,TYPE OF SUBGRADE (8 OF)Ï150mm PAVEMENT CORE AS ABOVEPLUS CBR OF SUBGRADE (2 OF)
PAVEMENT TESTING LOCATIONDIG SLOT FOR SERVICES
OVERWATER SEDIMENT SAMPLING FORA.S.S TESTING AND WASTE CLASSIFICATION
GEOTECHNICAL INVESTIGATION LOCATION
BOREHOLES FOR WATER QUALITY BASINSUB STRATA & SCOUR PROTECTION DESIGN
1. ALL ABOVE GROUND SERVICES HAVE BEEN OMITTEDFOR CLARITY
2. PRIOR TO COMMENCING ANY POTHOLING WORKS,LOCATION OF IDENTIFIED SERVICES TO BE FURTHERCONFIRMED BY LOCATORS
NOTES
ARCHEALOGICAL DIGS
HERITAGE SITES
ORIGINAL DRAWING AT A3 SIZE
SKETCH No REV
CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.
SKETCH
ISSUE DATEDRAWN BY
DESIGN PARTNERS
0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED
This Drawing may have been prepared using colour and may be incomplete if copied
MR182 - BRIDGE STREET WINDSORWINDSOR BRIDGE REPLACEMENT
DRAWN
PROJECT
DATE
: 8/02
/2013
12:57
:50 P
MLO
GIN
NAME
: GOM
EZ, C
LEO
(SKM
)LO
CATI
ON: I
:\NBI
F\Pr
ojects
\NB9
8005
\Deli
vera
bles\D
rawi
ngs\C
ivil\S
ketch
es\N
B980
05-S
K-00
21-0
028.d
wg
A.C.N. 001 024 095
Tel: (02) 9928 2100 Fax (02) 9928 2500St Leonards NSW 2065 Australia
Sinclair Knight Merz Pty Ltd
100 Christie Street
BDPBDPCGISSUED FOR INFORMATION08.02.13DBDPBDPCGISSUED FOR INFORMATION30.01.13CBDPBDPCGISSUED FOR INFORMATION24.01.13BBDPBDPCGISSUED FOR INFORMATION16.01.13A NB98005-SK-0023 D
UTILITIES, PAVEMENT AND GEOTECHNICALINVESTGATIONS PLAN
SHEET3 CG 08.02.13
HLT510.172
DPY47.544
36
0
380
4
0
0
0
2
0
4
0
6
0
0
2
0
0
2
0
4
0
60
JB
JB
EU EU EU
EU
EU
EU
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
11kv
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S W-S
W-S
W-S
W-SW-S W-S W-S W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S
W-S
SS
S
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-TTC-T
TC-TTC-T
TC-TTC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
TC-T
T
T
T
T T T T
T
TC-T TC-T
TT
TT
TTC-T
TC-T
TC-T
TC-T
TC-T
BRIDGE STREET
MACQ
UARI
E PA
RKAC
CESS
MCW0
MCF0MC
P0
MCB0
LIMIT OF WORKSLOT 1
DP226141
LOT 2DP65136
MCP0
MCF0MCB0
33 WILBERFORCE ROADLOT 1
DP1096472
LOT 2DP226141
27 WILBERFORCE ROADLOT A
DP370895'BRIDGE VIEW'
JOINS DRG SK-0025
JOINS DRG ECC-DG-0416
JOINS DRG SK-0023
FROM SYDNEY TO FREEMANS REACH
LEGEND
EXISTING PROPERTY BOUNDARYPROPOSED PROJECT BOUNDARY
RETAINING WALL
FOR REFERENCE
HYDRANTSTOP VALVEWATER METERWATER AIR VALVE
W-S
WH
WATER MAIN - SYDNEY WATERWATER HOUSE CONNECTION
S
SR
SZ
SEWER MAINSEWER RISING MAINSEWER MAIN - DIGITISED
SEWER MANHOLE COVER
T
TC-T
OU-T
TELSTRA TELEPHONE LINETELSTRA TELEPHONE CONDUITTELSTRA OPTICAL FIBRE - UNDERGROUND
SINGLE CONCRETE PITTWIN CONCRETE PITTELEPHONE DISTRIBUTION PILLARPOLESUMP
ELECTRICAL LIGHT POLELIGHT POLE
ELECTRICAL JUNCTION BOX
EU ELECTRICAL CONDUIT - UNDERGROUND
EXISTING UTILITIES TO BE RETAINED
PROPOSED EASEMENT BOUNDARY
EP / EGL
TDP
ELECTRICAL POLE / ELECTRICAL GARDEN LIGHT
WATER MAIN
UTILITIES INVESTIGATION LOCATION
SEWER MAINTELSTRA MAINELECTRICAL CABLES
Ï100mm PAVEMENT CORE FOR ASPHALTTHICKNESS, TYPE & THICKNESS OF BASE,TYPE OF SUBGRADE (8 OF)Ï150mm PAVEMENT CORE AS ABOVEPLUS CBR OF SUBGRADE (2 OF)
PAVEMENT TESTING LOCATIONDIG SLOT FOR SERVICES
OVERWATER SEDIMENT SAMPLING FORA.S.S TESTING AND WASTE CLASSIFICATION
GEOTECHNICAL INVESTIGATION LOCATION
BOREHOLES FOR WATER QUALITY BASINSUB STRATA & SCOUR PROTECTION DESIGN
1. ALL ABOVE GROUND SERVICES HAVE BEEN OMITTEDFOR CLARITY
2. PRIOR TO COMMENCING ANY POTHOLING WORKS,LOCATION OF IDENTIFIED SERVICES TO BE FURTHERCONFIRMED BY LOCATORS
NOTES
ARCHEALOGICAL DIGS
HERITAGE SITES
ORIGINAL DRAWING AT A3 SIZE
SKETCH No REV
CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.
SKETCH
ISSUE DATEDRAWN BY
DESIGN PARTNERS
0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED
This Drawing may have been prepared using colour and may be incomplete if copied
MR182 - BRIDGE STREET WINDSORWINDSOR BRIDGE REPLACEMENT
DRAWN
PROJECT
DATE
: 8/02
/2013
12:57
:55 P
MLO
GIN
NAME
: GOM
EZ, C
LEO
(SKM
)LO
CATI
ON: I
:\NBI
F\Pr
ojects
\NB9
8005
\Deli
vera
bles\D
rawi
ngs\C
ivil\S
ketch
es\N
B980
05-S
K-00
21-0
028.d
wg
A.C.N. 001 024 095
Tel: (02) 9928 2100 Fax (02) 9928 2500St Leonards NSW 2065 Australia
Sinclair Knight Merz Pty Ltd
100 Christie Street
BDPBDPCGISSUED FOR INFORMATION08.02.13DBDPBDPCGISSUED FOR INFORMATION30.01.13CBDPBDPCGISSUED FOR INFORMATION24.01.13BBDPBDPCGISSUED FOR INFORMATION16.01.13A NB98005-SK-0024 D
UTILITIES, PAVEMENT AND GEOTECHNICALINVESTGATIONS PLAN
SHEET4 CG 08.02.13
PC 07
DIG SLOT FOR TELSTRAAND WATER SERVICES
NA BH04
NA BH03
UT 09
UP 06 UP 07
UP 08
UP 09
60
80
10
0
12
0
14
0
16
0
11kv
11kv
T
T
TC-T
T T T T T T
11kv 11kv 11kv 11kv 11kv
LIMIT OF WORKS
LOT 2DP226141
27 WILBERFORCE ROADLOT A
DP370895'BRIDGE VIEW'
33 WILBERFORCE ROADLOT 1
DP1096472
MCF0
JOINS DRG SK-0024
FROM SYDNEY TO FREEMANS REACH
LEGEND
EXISTING PROPERTY BOUNDARYPROPOSED PROJECT BOUNDARY
RETAINING WALL
FOR REFERENCE
HYDRANTSTOP VALVEWATER METERWATER AIR VALVE
W-S
WH
WATER MAIN - SYDNEY WATERWATER HOUSE CONNECTION
S
SR
SZ
SEWER MAINSEWER RISING MAINSEWER MAIN - DIGITISED
SEWER MANHOLE COVER
T
TC-T
OU-T
TELSTRA TELEPHONE LINETELSTRA TELEPHONE CONDUITTELSTRA OPTICAL FIBRE - UNDERGROUND
SINGLE CONCRETE PITTWIN CONCRETE PITTELEPHONE DISTRIBUTION PILLARPOLESUMP
ELECTRICAL LIGHT POLELIGHT POLE
ELECTRICAL JUNCTION BOX
EU ELECTRICAL CONDUIT - UNDERGROUND
EXISTING UTILITIES TO BE RETAINED
PROPOSED EASEMENT BOUNDARY
EP / EGL
TDP
ELECTRICAL POLE / ELECTRICAL GARDEN LIGHT
WATER MAIN
UTILITIES INVESTIGATION LOCATION
SEWER MAINTELSTRA MAINELECTRICAL CABLES
Ï100mm PAVEMENT CORE FOR ASPHALTTHICKNESS, TYPE & THICKNESS OF BASE,TYPE OF SUBGRADE (8 OF)Ï150mm PAVEMENT CORE AS ABOVEPLUS CBR OF SUBGRADE (2 OF)
PAVEMENT TESTING LOCATIONDIG SLOT FOR SERVICES
OVERWATER SEDIMENT SAMPLING FORA.S.S TESTING AND WASTE CLASSIFICATION
GEOTECHNICAL INVESTIGATION LOCATION
BOREHOLES FOR WATER QUALITY BASINSUB STRATA & SCOUR PROTECTION DESIGN
1. ALL ABOVE GROUND SERVICES HAVE BEEN OMITTEDFOR CLARITY
2. PRIOR TO COMMENCING ANY POTHOLING WORKS,LOCATION OF IDENTIFIED SERVICES TO BE FURTHERCONFIRMED BY LOCATORS
NOTES
ARCHEALOGICAL DIGS
HERITAGE SITES
ORIGINAL DRAWING AT A3 SIZE
SKETCH No REV
CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.
SKETCH
ISSUE DATEDRAWN BY
DESIGN PARTNERS
0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED
This Drawing may have been prepared using colour and may be incomplete if copied
MR182 - BRIDGE STREET WINDSORWINDSOR BRIDGE REPLACEMENT
DRAWN
PROJECT
DATE
: 8/02
/2013
12:57
:59 P
MLO
GIN
NAME
: GOM
EZ, C
LEO
(SKM
)LO
CATI
ON: I
:\NBI
F\Pr
ojects
\NB9
8005
\Deli
vera
bles\D
rawi
ngs\C
ivil\S
ketch
es\N
B980
05-S
K-00
21-0
028.d
wg
A.C.N. 001 024 095
Tel: (02) 9928 2100 Fax (02) 9928 2500St Leonards NSW 2065 Australia
Sinclair Knight Merz Pty Ltd
100 Christie Street
BDPBDPCGISSUED FOR INFORMATION08.02.13DBDPBDPCGISSUED FOR INFORMATION30.01.13CBDPBDPCGISSUED FOR INFORMATION24.01.13BBDPBDPCGISSUED FOR INFORMATION16.01.13A NB98005-SK-0025 D
UTILITIES, PAVEMENT AND GEOTECHNICALINVESTGATIONS PLAN
SHEET5 CG 08.02.13
PC 08
0
20
2
0
4
0
6
0
8
0
1
0
0
120
14
0
16
0
JB
JB
EU
EU
11kv
33kv 33kv 33kv 33kv 33kv 33kv 33kv 33kv
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH
WH WH WH WH WH WH WH WH
WH WH WH WH WH WH WH WH
WH WH WH WH WH WH WH WH
W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S
W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S W-S
W-S
TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T
TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T TC-T
W-S
W-S
W-S
W-S
W-S W-S W-S
W-S
LOT 2DP1096472
MCW0
MCW0
33 WILBERFORCE ROADLOT 1
DP1096472
LOT 68DP751665
LOT 68DP751665
JOINS DRG SK-0024
JOINS DRG SK-0027
FROM SYDNEY TO WILBERFORCE
LEGEND
EXISTING PROPERTY BOUNDARYPROPOSED PROJECT BOUNDARY
RETAINING WALL
FOR REFERENCE
HYDRANTSTOP VALVEWATER METERWATER AIR VALVE
W-S
WH
WATER MAIN - SYDNEY WATERWATER HOUSE CONNECTION
S
SR
SZ
SEWER MAINSEWER RISING MAINSEWER MAIN - DIGITISED
SEWER MANHOLE COVER
T
TC-T
OU-T
TELSTRA TELEPHONE LINETELSTRA TELEPHONE CONDUITTELSTRA OPTICAL FIBRE - UNDERGROUND
SINGLE CONCRETE PITTWIN CONCRETE PITTELEPHONE DISTRIBUTION PILLARPOLESUMP
ELECTRICAL LIGHT POLELIGHT POLE
ELECTRICAL JUNCTION BOX
EU ELECTRICAL CONDUIT - UNDERGROUND
EXISTING UTILITIES TO BE RETAINED
PROPOSED EASEMENT BOUNDARY
EP / EGL
TDP
ELECTRICAL POLE / ELECTRICAL GARDEN LIGHT
WATER MAIN
UTILITIES INVESTIGATION LOCATION
SEWER MAINTELSTRA MAINELECTRICAL CABLES
Ï100mm PAVEMENT CORE FOR ASPHALTTHICKNESS, TYPE & THICKNESS OF BASE,TYPE OF SUBGRADE (8 OF)Ï150mm PAVEMENT CORE AS ABOVEPLUS CBR OF SUBGRADE (2 OF)
PAVEMENT TESTING LOCATIONDIG SLOT FOR SERVICES
OVERWATER SEDIMENT SAMPLING FORA.S.S TESTING AND WASTE CLASSIFICATION
GEOTECHNICAL INVESTIGATION LOCATION
BOREHOLES FOR WATER QUALITY BASINSUB STRATA & SCOUR PROTECTION DESIGN
1. ALL ABOVE GROUND SERVICES HAVE BEEN OMITTEDFOR CLARITY
2. PRIOR TO COMMENCING ANY POTHOLING WORKS,LOCATION OF IDENTIFIED SERVICES TO BE FURTHERCONFIRMED BY LOCATORS
NOTES
ARCHEALOGICAL DIGS
HERITAGE SITES
ORIGINAL DRAWING AT A3 SIZE
SKETCH No REV
CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.
SKETCH
ISSUE DATEDRAWN BY
DESIGN PARTNERS
0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED
This Drawing may have been prepared using colour and may be incomplete if copied
MR182 - BRIDGE STREET WINDSORWINDSOR BRIDGE REPLACEMENT
DRAWN
PROJECT
DATE
: 8/02
/2013
12:58
:05 P
MLO
GIN
NAME
: GOM
EZ, C
LEO
(SKM
)LO
CATI
ON: I
:\NBI
F\Pr
ojects
\NB9
8005
\Deli
vera
bles\D
rawi
ngs\C
ivil\S
ketch
es\N
B980
05-S
K-00
21-0
028.d
wg
A.C.N. 001 024 095
Tel: (02) 9928 2100 Fax (02) 9928 2500St Leonards NSW 2065 Australia
Sinclair Knight Merz Pty Ltd
100 Christie Street
BDPBDPCGISSUED FOR INFORMATION08.02.13DBDPBDPCGISSUED FOR INFORMATION30.01.13CBDPBDPCGISSUED FOR INFORMATION24.01.13BBDPBDPCGISSUED FOR INFORMATION16.01.13A NB98005-SK-0026 D
UTILITIES, PAVEMENT AND GEOTECHNICALINVESTGATIONS PLAN
SHEET6 CG 08.02.13
PC 10
PC 09
DIG SLOT FOR TELSTRAAND WATER SERVICES
DIG SLOT FOR TELSTRAAND WATER SERVICES
NA BH05
UT 10UT 11
UP 10 UP 11
PRIVATE IRRIGATION SERVICETO BE LOCATED, SURVEYEDAND POTHOLED FOR DEPTH
16
0
18
0
20
0
22
0
11kv
11kv
11kv
11kv
11kv
11kv
33kv
W-S W-S W-S W-SW-S W-S W-S
W-S W-S W-S W-S
LIMIT
OF WORKSMCW0 MCW0
LOT 68DP751665
LOT 68DP751665
JOINS DRG SK-0026
FROM SYDNEY TO WILBERFORCE
LEGEND
EXISTING PROPERTY BOUNDARYPROPOSED PROJECT BOUNDARY
RETAINING WALL
FOR REFERENCE
HYDRANTSTOP VALVEWATER METERWATER AIR VALVE
W-S
WH
WATER MAIN - SYDNEY WATERWATER HOUSE CONNECTION
S
SR
SZ
SEWER MAINSEWER RISING MAINSEWER MAIN - DIGITISED
SEWER MANHOLE COVER
T
TC-T
OU-T
TELSTRA TELEPHONE LINETELSTRA TELEPHONE CONDUITTELSTRA OPTICAL FIBRE - UNDERGROUND
SINGLE CONCRETE PITTWIN CONCRETE PITTELEPHONE DISTRIBUTION PILLARPOLESUMP
ELECTRICAL LIGHT POLELIGHT POLE
ELECTRICAL JUNCTION BOX
EU ELECTRICAL CONDUIT - UNDERGROUND
EXISTING UTILITIES TO BE RETAINED
PROPOSED EASEMENT BOUNDARY
EP / EGL
TDP
ELECTRICAL POLE / ELECTRICAL GARDEN LIGHT
WATER MAIN
UTILITIES INVESTIGATION LOCATION
SEWER MAINTELSTRA MAINELECTRICAL CABLES
Ï100mm PAVEMENT CORE FOR ASPHALTTHICKNESS, TYPE & THICKNESS OF BASE,TYPE OF SUBGRADE (8 OF)Ï150mm PAVEMENT CORE AS ABOVEPLUS CBR OF SUBGRADE (2 OF)
PAVEMENT TESTING LOCATIONDIG SLOT FOR SERVICES
OVERWATER SEDIMENT SAMPLING FORA.S.S TESTING AND WASTE CLASSIFICATION
GEOTECHNICAL INVESTIGATION LOCATION
BOREHOLES FOR WATER QUALITY BASINSUB STRATA & SCOUR PROTECTION DESIGN
1. ALL ABOVE GROUND SERVICES HAVE BEEN OMITTEDFOR CLARITY
2. PRIOR TO COMMENCING ANY POTHOLING WORKS,LOCATION OF IDENTIFIED SERVICES TO BE FURTHERCONFIRMED BY LOCATORS
NOTES
ARCHEALOGICAL DIGS
HERITAGE SITES
ORIGINAL DRAWING AT A3 SIZE
SKETCH No REV
CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.
SKETCH
ISSUE DATEDRAWN BY
DESIGN PARTNERS
0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED
This Drawing may have been prepared using colour and may be incomplete if copied
MR182 - BRIDGE STREET WINDSORWINDSOR BRIDGE REPLACEMENT
DRAWN
PROJECT
DATE
: 8/02
/2013
12:58
:09 P
MLO
GIN
NAME
: GOM
EZ, C
LEO
(SKM
)LO
CATI
ON: I
:\NBI
F\Pr
ojects
\NB9
8005
\Deli
vera
bles\D
rawi
ngs\C
ivil\S
ketch
es\N
B980
05-S
K-00
21-0
028.d
wg
A.C.N. 001 024 095
Tel: (02) 9928 2100 Fax (02) 9928 2500St Leonards NSW 2065 Australia
Sinclair Knight Merz Pty Ltd
100 Christie Street
BDPBDPCGISSUED FOR INFORMATION08.02.13DBDPBDPCGISSUED FOR INFORMATION30.01.13CBDPBDPCGISSUED FOR INFORMATION24.01.13BBDPBDPCGISSUED FOR INFORMATION16.01.13A NB98005-SK-0027 D
UTILITIES, PAVEMENT AND GEOTECHNICALINVESTGATIONS PLAN
SHEET7 CG 08.02.13
0
20
40
60
80
JB
EU EU EUEU
EU
EU EU EU EU EU EU
EUEU
EUEU
EU
EZEZ
WHWH
W-S W-S W-S
W-S
W-S
W-S W-S W-S
W-S
W-S
W-S
W-S
W-S
W-S
SZ SZ SZ SZ SZ SZ
SZSZ
SZSZ
SZ
SZSZ
SZSZ
SZ
TC-T
TC-T TC-T TC-T TC-T TC-T TC-T TC-TTC-T
TC-T
TC-T
LIMIT
OF
WOR
KS
MCT0MCT0
LIMIT OF WORKS
LOT 1DP542705
LOT BDP161643
LOT 1DP196531
LOT 1DP745036
LOT 1DP60716
JOINS DRG SK-0022
LEGEND
EXISTING PROPERTY BOUNDARYPROPOSED PROJECT BOUNDARY
RETAINING WALL
FOR REFERENCE
HYDRANTSTOP VALVEWATER METERWATER AIR VALVE
W-S
WH
WATER MAIN - SYDNEY WATERWATER HOUSE CONNECTION
S
SR
SZ
SEWER MAINSEWER RISING MAINSEWER MAIN - DIGITISED
SEWER MANHOLE COVER
T
TC-T
OU-T
TELSTRA TELEPHONE LINETELSTRA TELEPHONE CONDUITTELSTRA OPTICAL FIBRE - UNDERGROUND
SINGLE CONCRETE PITTWIN CONCRETE PITTELEPHONE DISTRIBUTION PILLARPOLESUMP
ELECTRICAL LIGHT POLELIGHT POLE
ELECTRICAL JUNCTION BOX
EU ELECTRICAL CONDUIT - UNDERGROUND
EXISTING UTILITIES TO BE RETAINED
PROPOSED EASEMENT BOUNDARY
EP / EGL
TDP
ELECTRICAL POLE / ELECTRICAL GARDEN LIGHT
WATER MAIN
UTILITIES INVESTIGATION LOCATION
SEWER MAINTELSTRA MAINELECTRICAL CABLES
Ï100mm PAVEMENT CORE FOR ASPHALTTHICKNESS, TYPE & THICKNESS OF BASE,TYPE OF SUBGRADE (8 OF)Ï150mm PAVEMENT CORE AS ABOVEPLUS CBR OF SUBGRADE (2 OF)
PAVEMENT TESTING LOCATIONDIG SLOT FOR SERVICES
OVERWATER SEDIMENT SAMPLING FORA.S.S TESTING AND WASTE CLASSIFICATION
GEOTECHNICAL INVESTIGATION LOCATION
BOREHOLES FOR WATER QUALITY BASINSUB STRATA & SCOUR PROTECTION DESIGN
1. ALL ABOVE GROUND SERVICES HAVE BEEN OMITTEDFOR CLARITY
2. PRIOR TO COMMENCING ANY POTHOLING WORKS,LOCATION OF IDENTIFIED SERVICES TO BE FURTHERCONFIRMED BY LOCATORS
NOTES
ARCHEALOGICAL DIGS
HERITAGE SITES
ORIGINAL DRAWING AT A3 SIZE
SKETCH No REV
CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.
SKETCH
ISSUE DATEDRAWN BY
DESIGN PARTNERS
0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED
This Drawing may have been prepared using colour and may be incomplete if copied
MR182 - BRIDGE STREET WINDSORWINDSOR BRIDGE REPLACEMENT
DRAWN
PROJECT
DATE
: 8/02
/2013
12:58
:15 P
MLO
GIN
NAME
: GOM
EZ, C
LEO
(SKM
)LO
CATI
ON: I
:\NBI
F\Pr
ojects
\NB9
8005
\Deli
vera
bles\D
rawi
ngs\C
ivil\S
ketch
es\N
B980
05-S
K-00
21-0
028.d
wg
A.C.N. 001 024 095
Tel: (02) 9928 2100 Fax (02) 9928 2500St Leonards NSW 2065 Australia
Sinclair Knight Merz Pty Ltd
100 Christie Street
BDPBDPCGISSUED FOR INFORMATION08.02.13DBDPBDPCGISSUED FOR INFORMATION30.01.13CBDPBDPCGISSUED FOR INFORMATION24.01.13BBDPBDPCGISSUED FOR INFORMATION16.01.13A NB98005-SK-0028 D
UTILITIES, PAVEMENT AND GEOTECHNICALINVESTGATIONS PLAN
SHEET8 CG 08.02.13
UP 12UP 13
UP 14
(blank page)