PROPOSED SHAREWAY CROOME ROAD to PRINCES HIGHWAY … · g6. u.n.o. standards/codes referenced shall...
10
E W S T MOF G SCALES SURVEYED OFFICER: DATE: SURVEY MARKS: LIST OF REVISIONS REV. DATE OFFICER .......... ................. .......... .......... ................. .......... .......... ................. .......... .......... ................. .......... .......... ................. .......... .......... ................. .......... .......... ................. .......... .......... ................. .......... .......... ................. .......... .......... ................. .......... AMENDMENT DETAILS APPROVED - Manager Technical Services DATE: DESIGNED: DATE: SEDIMENT AND EROSION CONTROL Provide sediment and erosion control measures in accordance with the 'Erosion & Sediment Control' guide by the NSW Office of Environment & Heritage DRAWN: DATE: SERVICES Gas: Electricity: Water: Sewer: TelComm Local Cable: TelComm Major or Optic Fibre: LEGEND LOCATIONS Services shown are those known to exist at date of design. Prior to commencement of excavation contact the relevant gas, electricity, water and telecommunications service providers, including the RMS, for most recent service locations and precautions that may be necessary ADMINISTRATION CENTRE SHELLHARBOUR CIVIC CENTRE Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529 PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE FILE: PLAN No: REVISION SHEET: 76 CYGNET AVENUE (Cnr Cygnet & College Avenue) POSTAL ADDRESS GENERAL NOTES. G1. THESE NOTES APPLY TO ALL CIVIL/STRUCTURAL DRAWINGS ISSUED ON THIS PROJECT G2. CIVIL/STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELATED PROJECT DOCUMENTATION. ANY DISCREPANCY IN THE PROJECT DOCUMENTATION AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE REFERRED TO THE PROJECT ENGINEER AND AN INSTRUCTION OBTAINED BEFORE PROCEEDING WITH WORK SO AFFECTED. G3. VERIFY SETTING OUT DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE COMMENCING WORK. G4. EXECUTE ALL WORK SHOWN ON THESE DRAWINGS IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN CODES, STANDARDS AND LOCAL GOVERNMENT ORDINANCES. G5. ENSURE THAT ALL STRUCTURE IS MAINTAINED IN A SAFE AND STABLE STATE THROUGHOUT THE CONSTRUCTION PERIOD. G6. U.N.O. STANDARDS/CODES REFERENCED SHALL BE THOSE CURRENT AT THE DATE DRAWINGS WERE APPROVED. G7. SERVICE LOCATIONS SHOWN ON PLAN ARE APPROXIMATE ONLY. CARE MUST BE TAKEN DURING EXCAVATION. LOCATE ALL SERVICES & MAINS ON SITE PRIOR TO CONSTRUCTION. G8. N25 CONCRETE WITH SL72 REINFORCEMENT IN ACCORDANCE WITH AS 1379 AND AS 3600. G9. 2.5m WIDE SHAREWAY WITH 'CONNELLY KEY' JOINTS OR SAW CUTS @ 3m CTRS. G12. WHERE NEW CONCRETE WORKS MEETS EXISTING CONCRETE PATHS, KERB RAMPS & DRIVEWAYS, A DOWELLED EXPANSION JOINT SHOULD BE CONSTRUCTED WITH 300mm x 12mm DIA. DOWELS @ 400mm CTRS. G11. BROOM FINISH @ RIGHT ANGLE TO DIRECTION OF TRAVEL. G10. EXPANSION JOINTS @ 12m CTRS. LOCALITY DIAGRAM N.T.S. LEGEND Min. 125mm thick shareway with SL72 reinforcement Min. 150mm thick driveway with SL82 reinforcement Kerb ramps Existing concrete works 30mm AC shoulder seal ch. 00 ch. 10 ch. 20 ch. 30 ch. 40 ch. 50 ch. 60 ch. 70 ch. 80 GFIP GFIP PP WM Gate 11 DP 1099281 26 G12. NEW KERB RAMPS TO BE CONSTRUCRED IN ACCORDANCE WITH AS 1428.1. Ex i s t i n g Sh a re wa y 1:125 @ A1 1:250 @ A3 G.P.S. MS October 2018 PCW PCW O 1 of 10 PROPOSED SHAREWAY CROOME ROAD to PRINCES HIGHWAY via. STATION ROAD ALBION PARK RAIL 7C65 W:\Design Projects\2018_2019 Design Projects\7C65 - Proposed Shareway, Croome Road to Princes Highway via Station Road, APR\7C65.dwg November 2018 November 2018 November 2018 R 10 R5 R20 R17. 5 BDY BDY BDY CROOME ROAD
Transcript of PROPOSED SHAREWAY CROOME ROAD to PRINCES HIGHWAY … · g6. u.n.o. standards/codes referenced shall...
E
W
S
T
MOF
G
SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
GENERAL NOTES.G1. THESE NOTES APPLY TO ALL CIVIL/STRUCTURAL DRAWINGS ISSUED ON THIS PROJECT
G2. CIVIL/STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELATED PROJECT DOCUMENTATION. ANY DISCREPANCY IN THE PROJECT DOCUMENTATION AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE REFERRED TO THE PROJECT ENGINEER AND AN INSTRUCTION OBTAINED BEFORE PROCEEDING WITH WORK SO AFFECTED.
G3. VERIFY SETTING OUT DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE COMMENCING WORK.
G4. EXECUTE ALL WORK SHOWN ON THESE DRAWINGS IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN CODES, STANDARDS AND LOCAL GOVERNMENT ORDINANCES.
G5. ENSURE THAT ALL STRUCTURE IS MAINTAINED IN A SAFE AND STABLE STATE THROUGHOUT THE CONSTRUCTION PERIOD.
G6. U.N.O. STANDARDS/CODES REFERENCED SHALL BE THOSE CURRENT AT THE DATE DRAWINGS WERE APPROVED.
G7. SERVICE LOCATIONS SHOWN ON PLAN ARE APPROXIMATE ONLY. CARE MUST BE TAKEN DURING EXCAVATION. LOCATE ALL SERVICES & MAINS ON SITE PRIOR TO CONSTRUCTION.
G8. N25 CONCRETE WITH SL72 REINFORCEMENT IN ACCORDANCE WITH AS 1379 AND AS 3600.
G9. 2.5m WIDE SHAREWAY WITH 'CONNELLY KEY' JOINTS OR SAW CUTS @ 3m CTRS.
G12. WHERE NEW CONCRETE WORKS MEETS EXISTING CONCRETE PATHS,KERB RAMPS & DRIVEWAYS, A DOWELLED EXPANSION JOINT SHOULD
BE CONSTRUCTED WITH 300mm x 12mm DIA. DOWELS @ 400mm CTRS.
G11. BROOM FINISH @ RIGHT ANGLE TO DIRECTION OF TRAVEL.
G10. EXPANSION JOINTS @ 12m CTRS.
LOCALITY DIAGRAMN.T.S.
LEGEND
Min. 125mm thick sharewaywith SL72 reinforcement
Min. 150mm thick drivewaywith SL82 reinforcement
Kerb ramps
Existing concrete works
30mm AC shoulder seal
ch. 00
ch. 10
ch. 20
ch. 30
ch. 40
ch. 50
ch. 60
ch. 70
ch. 80
GFIPGFIP PP
WM
Gate
11DP 1099281
26
G12. NEW KERB RAMPS TO BE CONSTRUCRED IN ACCORDANCE WITH AS 1428.1.E
xist
ing
S
hare
way
1:125 @ A11:250 @ A3
G.P.S.
MS
October 2018PCW
PCW
O
1 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
November 2018
November 2018
November 2018
R10
R5R20
R17.5
BD
Y
BD
Y
BDY
CROOME ROAD
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MOF
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SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
140.
00
150.
00
152.
85
9.84 9.58
9.50
130.
0010
.10
110.
00
120.
00
10.6
3
10.3
7
90.0
0
100.
00
11.1
6
10.8
9
70.0
0
80.0
0
B=333°32'14"D=152.85
11.6
5
11.4
1
50.0
0
60.0
0
12.1
2
11.8
9
40.0
012
.34
Chainage
Alignment Details
DESIGN LIP
NATURAL (EB)
Datum RL 8
11.6
5
12.1
2
11.8
9
12.3
4
10.6
3
10.3
7
11.1
6
10.8
9
11.4
1
9.84
9.58
9.50
10.1
0
66.5
0
151.
50
INVERT RL10
.74
11.1
2
8.43
2.3%
2.6%
375mm Ø RRJ RCP
375mm Ø RRJ RCP
600?mm Ø RRJ RCP to pit 'A'
ch. 150
ch. 140
ch. 130
ch. 120
ch. 110
ch. 100
ch. 90
ch. 80
HYD
LightEP
TP
11.7
411
.74
9.53
9.53
Cast in-situ 900mm x 900mm stormwater drainagegully pit with 'Rocla' precast EKI (including steel grate)
as per RMS R0220-01 & Aus-spec ASD 300Standard Drawings
Cast in-situ 900mm x 900mm stormwater drainagegully pit with 'Rocla' precast EKI (including steel grate)
as per RMS R0220-01 & Aus-spec ASD 300Standard Drawings
PIT
OFF
SET
4.7
m L
EFT
OF
LIP
CO
NTR
OL
LIN
E
Cast in-situ 900mm x 900mm stormwater drainagegully pit with 'Rocla' precast EKI (including steel grate)
as per RMS R0220-01 & Aus-spec ASD 300Standard Drawings
HYD
To existing stormwater drainagejunction pit 'A', dimensions andinvert RL unknown - subject to
confirmation by survey
A
DESIGN LIP OF KERB LONGSECTIONH 1:200 @ A1, 1:400 @ A3V 1:20 @ A1, 1:40 @ A3
1:125 @ A11:250 @ A3
57911
DP 246171
475474473472
CROOME ROAD
As Shown
G.P.S.
MS
October 2018PCW
PCW
O
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PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
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W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
November 2018
November 2018
November 2018
BDY
BDY
Install kerb ramp inaccordance with AS 1428.1
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SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
10.00
10.00
10.00
9.00
9.00
9.00
8.00
8.00
7.00
6.02
4.50
3.52
3.21
3.15
2.22
0.65
0.50
0.45
0.07
0.00
2.69
3.48
4.00
7.00
4.99
4.44
3.62
3.61
3.57
3.15
0.65
0.50
0.45
0.09
0.00
1.51
3.48
4.00
7.00
6.53
6.23
5.31
4.79
3.67
3.48
3.15
0.69
0.65
0.50
0.45
0.08
0.00
1.45
3.48
4.00
7.00
6.62
5.61
4.61
3.47
3.15
2.08
0.65
0.50
0.45
0.08
0.00
3.14
3.42
4.00
7.00
6.43
5.73
4.30
3.86
3.15
1.19
0.65
0.50
0.45
0.11
0.00
1.94
3.49
4.00
7.00
6.66
5.69
5.04
4.78
3.15
2.62
0.65
0.50
0.45
0.23
0.00
0.77
3.46
4.00
7.00
5.62
5.53
4.86
4.77
4.31
3.15
0.65
0.50
0.45
0.24
0.00
2.18
3.46
4.00
7.00
5.43
5.08
4.99
4.26
4.14
3.73
3.15
0.65
0.50
0.45
0.21
0.00
2.91
3.53
4.00
80.00
90.00
100.00
110.00
120.00
130.00
140.00
150.00
0.35
0.29
0.19
0.18
-0.0
2-0
.00
0.00
0.35
0.19
0.18
-0.0
2-0
.01
-0.0
0
0.40
0.19
0.19
0.18
-0.0
2-0
.00
0.00
0.45
0.33
0.20
0.19
-0.0
1-0
.00
-0.0
0
0.46
0.25
0.20
0.19
-0.0
1-0
.01
-0.0
0
0.41
0.37
0.20
0.19
-0.0
2-0
.01
-0.0
0
0.40
0.19
0.18
-0.0
2-0
.01
-0.0
0
0.37
0.19
0.18
-0.0
2-0
.01
-0.0
0
11.3
8
11.3
9
11.4
2
11.3
0
11.2
611
.27
11.3
1
11.3
811
.39
11.3
911
.41
11.4
1
11.5
0
11.5
2
11.1
4
11.1
6
11.0
5
10.9
911
.00
11.0
011
.02
11.1
311
.13
11.1
411
.15
11.1
6
11.2
0
11.2
6
10.9
1
10.9
1
10.9
1
10.9
2
10.8
1
10.6
710
.68
10.7
1
10.8
610
.86
10.8
710
.87
10.8
910
.89
10.9
3
10.9
9
10.6
610
.67
10.6
8
10.5
5
10.3
7
10.4
0
10.4
9
10.5
910
.60
10.6
010
.63
10.6
3
10.7
310
.74
10.3
7
10.4
0
10.4
2
10.1
9
10.0
6
10.1
2
10.3
0
10.3
310
.34
10.3
410
.37
10.3
7
10.4
3
10.4
8
10.0
710
.07
10.1
2
9.88
9.79
9.90
9.93
10.0
610
.07
10.0
810
.09
10.1
0
10.1
2
10.2
1
9.84
9.83
9.79
9.55
9.55
9.57
9.65
9.80
9.81
9.82
9.83
9.84
9.91
9.96
9.93
9.61
9.60
9.43
9.41
9.37
9.37
9.38
9.41
9.55
9.55
9.56
9.57
9.58
9.68
9.72
9.70
11.6
2
11.5
711
.57
11.3
7
11.4
1
11.3
7
11.3
211
.32
11.1
2
11.1
6
11.1
0
11.0
511
.05
10.8
5
10.8
9
10.8
4
10.7
910
.79
10.5
9
10.6
3
10.5
8
10.5
310
.53
10.3
3
10.3
7
10.3
1
10.2
610
.26
10.0
6
10.1
0
10.0
5
10.0
010
.00
9.80
9.84
9.79
9.74
9.74
9.54
9.58
HT. DIFF
11.00
10.00
7.00
6.33
4.14
4.07
3.66
3.16
3.15
2.15
0.65
0.50
0.45
0.00
0.07
2.03
3.55
4.00
7.00
6.18
4.41
4.29
4.24
4.02
3.15
3.05
0.65
0.52
0.50
0.45
0.00
0.00
0.39
3.53
4.00
60.00
70.00
0.42
0.34
0.20
0.19
-0.0
1
0.00
0.37
0.38
0.19
0.18
0.18
-0.0
2-0
.00
-0.0
0
11.8
4
11.8
4
11.7
411
.74
11.6
9
11.6
911
.69
11.7
5
11.8
511
.86
11.8
6
11.8
911
.90
11.9
5
12.0
0
11.6
2
11.6
4
11.6
311
.63
11.6
511
.62
11.4
911
.48
11.6
211
.63
11.6
311
.63
11.6
511
.65
11.6
7
11.7
6
NATURAL
12.1
0
12.0
512
.05
11.8
5
11.8
9
11.8
6
11.8
1
11.8
111
.61
11.6
5
DESIGN
H 1:50 @ A1, 1:100 @ A3V 1:50 @ A1, 1:100 @ A3
BD
Y
FCE
BD
YFCE
BD
YFCE
BD
Y
FCE
BD
YFCE
BD
Y
FCE
BD
Y
FCE
BD
YFCE
BD
YFCE
BD
Y
FCE
1 in 4
1 in 4
1 in 4
1 in 4
1 in 4
1 in 41 in 4
1 in 4
1 in 4
1 in 4
G.P.S.
MS
October 2018PCW
PCW
O
3 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
November 2018
November 2018
November 2018
E
W
S
T
MOF
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SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
5
59
92
94
93
91
578
577
573
571
475
DP 246171
300
DP 1223037
DP 246171
HYD
HYD
Light
EP
TP
TP
DM
SMH
SMH
CRO
OM
ERO
AD
MAPLE STREET
ExistingPit
1:125 @ A11:250 @ A3
G.P.S.
MS
October 2018PCW
PCW
O
4 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
JOIN
LINE
6
6
EKIP
Install kerb ramp inaccordance with AS 1428.1
November 2018
November 2018
November 2018
BDY
BDY
GAS GAS GAS GASGAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GAS
GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS
GAS GAS GAS
TT
TT
T T T T T T T TT
TT
TT
TT
TT
TT
TT
TT
T
T T T
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
GAS GAS GASGAS GAS GAS GAS GAS
GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GA
SG
AST T T T T T T T
TT
TT
TT
TT
TT
TT
TT
T TT
TT
TT
TT
TT
TT
TT
TT
WW
WW
W
E
W
S
T
MOF
G
SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
91
89
8785
83
81
7977
75
73
71
578
579
580 581582
583 584 585
586587
588
DP 246171
DP 246171
SMH
PP
TP
PP
PP
PP
TP
TP
TP
TP
TP
HYDSV
TONGARRAROAD
TONGARRA
ROAD
EL
EL
1:125 @ A11:250 @ A3
G.P.S.
MS
October 2018PCW
PCW
O
5 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
JOINLINE 6
6
JOIN
LIN
E
7
7
JOIN
LIN
E
7
7
EKIP
EKIP
EL
A10
A10
November 2018
November 2018
November 2018
JOIN
LIN
E
8
8BDY
BDYR8
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
GAS GAS GAS GAS GASGAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS
GAS
GAS
GA
SG
AS
GAS
GAS
GAS
GA
SG
AS
T
T
T
T
T
T
TT T
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
T
TT
T
T
T
T
T
T
T
T
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GASGAS
GASGAS
GASGAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
W
S
T
MOF
G
SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
7169
67
23
232911DP
1:125 @ A11:250 @ A3
G.P.S.
MS
October 2018PCW
PCW
O
6 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
TP
TP
PP
PP
TP
STAT
ION
RO
AD
TONGARRA
ROAD
TP
SV
PP
TP
PARK
McDONALD
EL
EL
EL
EL
EL
BB
TB
BB
EF
EB
EB
Setout of pedestrianrefuge & blister islands
by Surveyor
2.5
Install kerb ramp inaccordance with AS 1428.1
November 2018
November 2018
November 2018
JOIN
LIN
E
8
8
Install pedestrian refuge inaccordance RMS Technical
direction TDT 2011/01
BDY
BDY
R10
R5R4
R20
E
W
S
T
MOF
G
SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
1:125 @ A11:250 @ A3
G.P.S.
MS
October 2018PCW
PCW
O
7 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
STATION ROAD
STATION ROAD
STATION ROAD
PPPPPP
EL
PPPP
PPPP
TP
TP
TP
TP
TPTP
EKIP
EKIP
JOIN
LIN
E
1
1
JOIN
LIN
E
1
1
JOIN
LIN
E
2
2
JOIN
LIN
E
2
2
EL
EL
Restore barrier kerb inlocation of existing ramp
Install kerb ramp inaccordance with AS 1428.1
BLA
CK
S
TRE
ET
3533
33 31 29 27 25
1 DP 1095167
4 5
DP 21337DP 21337
31
DP 1120853SP 97820
SP 97820DP 213371
PARKMcDONALD
PARKMcDONALD
B10
B10
November 2018
November 2018
November 2018
BDY
BDY
R10
E
W
S
T
MOF
G
SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
1:125 @ A11:250 @ A3
G.P.S.
MS
October 2018
November 2018
PCW
PCW
O
8 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
TPEKIP
Restore barrier kerb inlocation of existing ramp
Install kerb ramp inaccordance with AS 1428.1
BLA
CK
S
TRE
ET
23
EL STATION ROAD
JOIN
LIN
E
3
3
JOIN
LIN
E
3
3
JOIN
LIN
E
4
4
JOIN
LIN
E
4
4
JOIN
LIN
E
5
5
EL
EL
STATION ROAD
STATION ROAD
TP TP
TP
TP
TP TP
TP
TP
TP
TP
TP
PPPP
PP PP
PP
SV
SMH
SMH
SMH
EKIP
EKIP
EKIPEKIP
V-Drain
Culvert
21 1917 15
1513 11 9 7
5 51
1A
71 DP 11478258 9 10
11
11 12
DP 21337
DP 21337DP 21337 SP 74951 SP 76542
SP 95437 SP 95437 DP 21337
14
18SP 37379
B10
B10
November 2018
November 2018
BDY
BDY
BDY
E
W
S
T
MOF
G
SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
1:125 @ A11:250 @ A3
G.P.S.
MS
October 2018
November 2018
November 2018
November 2018
PCW
PCW
O
9 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
JOIN
LINE
5
5
STATION
ROAD
LP
SMH
LP
HYD
SV's
EP
EP
Vent
BUSSHELTER
ExistingVehicular
U -
Turn
Bay
Horsley Creek2B
JAMES
PARK
SP 68912
ILLAWARRA
REGIONAL
AIRPORT
EL
LP
TSP
PR
INC
ES
H
WY
.
BDY
Install kerb ramp inaccordance with AS 1428.1
Install kerb ramp inaccordance with AS 1428.1
E
W
S
T
MOF
G
SCALES
SURVEYEDOFFICER:
DATE:
SURVEY MARKS:
LIST OF REVISIONSREV. DATE OFFICER
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
.......... ................. ..........
AMENDMENT DETAILS APPROVED - Manager Technical Services
DATE:
DESIGNED:
DATE:
SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage
DRAWN:
DATE:
SERVICESGas:
Electricity:
Water:
Sewer:
TelComm Local Cable:
TelComm Major or Optic Fibre:
LEGENDLOCATIONS
Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas,electricity, water andtelecommunications serviceproviders, including the RMS,for most recent servicelocations and precautionsthat may be necessary
ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE
Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529
PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE
FILE:
PLAN No:
REVISION
SHEET:
76 CYGNET AVENUE(Cnr Cygnet & College Avenue)
POSTAL ADDRESS
1:125 @ A11:250 @ A3
G.P.S.
MS
October 2018
November 2018
November 2018
November 2018
PCW
PCW
O
10 of 10
PROPOSED SHAREWAYCROOME ROAD to PRINCES HIGHWAY
via. STATION ROADALBION PARK RAIL
7C65
W:\Design Projects\2018_2019 DesignProjects\7C65 - Proposed Shareway,Croome Road to Princes Highway viaStation Road, APR\7C65.dwg
Suitable silicon orpolyurethane
sealant
10mm thickcompressible filler
material for fulldepth of pavement
Min. 50mm DBB20or equivalent
Min. 50mm DBB20or equivalent
SL72 reinforcement meshSL82 mesh @ driveway crossings
SL72 reinforcement mesh& cut every 2nd wire
16mmØ dowel with bondbreaking compound
End cap requiredfor expansion
Saw cut, insertor tooled joint
Induced crack
TYPICAL DOWELLED EXPANSION JOINT @ 12mN.T.S.
TYPICAL CONTROL JOINT @ 3m(or Key Joint where a Connolly Key Joint or similar is used)N.T.S.
Min. 125mm;150mm @
dwys
Min. 125mm;150mm @
dwys
NOTES
Where new shareway meets existing concreteworks, a dowelled expansion joint is to beconstructed using a suitable compressiblefiller material with min. 300mm x 16mmØdowels @ 400mm ctrs.
Apply non-slip broom finish to concrete surface,perpendicular to line of travel.
Pathway crossfall - 2.5% to 5%
Trimmed & compacted subgradeMin. 50mm DGB20 (or equivalent) base
Min. 125mm thick N25 concrete sharewaywith SL72 reinforcement mesh;Min. 150mm thick N25 concrete
driveways with SL82 reinforcement meshTYPICAL PATH X - SECTION A - A (along Tongarra Road)1:10 @ A11:20 @ A3
2.5600 ≈ 0.55
BD
Y
Trimmed & compacted subgradeMin. 50mm DGB20 (or equivalent) base
Min. 125mm thick N25 concrete sharewaywith SL72 reinforcement mesh;Min. 150mm thick N25 concrete
driveways with SL82 reinforcement meshTYPICAL PATH X - SECTION B - B (along Station Road)1:10 @ A11:20 @ A3
2.5450 ≈ 0.55
BD
Y
Barrier Kerb & Gutter
Bitumen RoadLip
FOK
BOK
PP
Concrete Shareway
Linemarking
150mm widebitumen around
base of pole
Min. 500mm
≈ 4m
TYPICAL SHAREWAYARRANGEMENT @ POWER POLES1:20 @ A11:40 @ A3
