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TRANSCRIPT
S
S
S
S
S
G
G
G
G
G
E
E
E
E
E1
E2
E3 E4
E5
E6
E7
E8
E9E10
E11
E12E13
E14
E15 E16
E17
E18
S
S
S
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GG
G
G
G
T
T
GG
G
G
G
F1
F2
F3
F4
F5
F6
F7
F8F9
F10
F11
F12F13
F14
F15
F16
S
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CV
R
CV
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G G G G G
T
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WW
W
WW
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G1
G2
G3 G4
G5
G6
G7
G8
G9G10
G11
G12G13
G14
G15 G16
G17
G18
S
S
S
S
S
G G G G G
T
GG
GG
G
H1
H2
H3
H4
H5
H6
H7
H8H9
H10
H11
H12H13
H14
H15
H16
STORM_CONSULTING authorise the use of this drawing only for the purpose described by the status stamp shown above.This drawing should be read in conjunction with all relevant contracts, specifications, reports & drawings. Drawing No. Sheet
Designed:
Checked:
Authorised:
Approved:
ofDate
CLIENT:
CAD FILE:
MELBOURNE UNIT 7, 84 CHURCH ST, RICHMOND VIC 3121 P 03 9208 0111SYDNEY SUITE 18, 12 TRYON ROAD, LINDFIELD, NSW 2070 P 02 9499 4333
www.stormconsulting.com.au CONTACT:
1574-DD-OP-15.dwg
C/O MILLAR MERRIGAN
LYNNE PEPPER
PH. 8720 9533
NOTT ST STREETSCAPE UPGRADEDETAILED DESIGN
NOTT STREET, PORT MELBOURNE VIC 3207
BASIN & OUTSTAND SETOUT 2/5
18.09.2015 1574-DD-D19
15
74
-DD
-D1
9
19 25
CITY OF PORT PHILLIP
99A CARLISLE ST
ST KILDA VIC 3182
DEEN VAJUHUDEEN
PH: 9209 6232
ADVANCED COPY - NOT FOR CONSTRUCTION
P.JESCHKE
T.PLAHCINSKI
-
-
T
T
T
T
T
G
G
G
G
G
T
T
T
T
T
T
G
G
G
G
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G G G GG
G
T T
T
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J1
J2
J3
J4
J5
J6
J7
J8J9
J10 J11
J12
J13
J14
J15
J16
J17
J18
J19
J20
J21
J22
J23
J24
J25J26
J27J28
J29
J30
J31
I1
I2
I3 I4
I5
I6I7
I8
I9I10
I11
I12
I13
I14
I15 I16
I17
T
T T
T
T
T
E
E
E
E
E
E
E
E
E
E
E
E
E
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E
E
E
E
E
E
E
T T T T
T
TT
T
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W
W
W
W
W
G G G G G G
G
T
T
G
G
G
K1
K2K3
K4
K5
K6
K7
K8K9
K10
K11K12L1
L2
L3
L4 L5
L6
L7
L8
T
T
T
W
W
W
G G G
E
E
11
M1
M2
M3
M4
M5M6
M7
M8
M9
T
T
T
W
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W
G
G
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G
WW
WW
W
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E
E
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9
N1
N2
N3
N4 N5N6
N7
N8
N9
N10
W
W
T
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TT T
W W
GG
G
G
G
G
EE
E
E
8
O1
O2
O3
O4
O5O6
O7
O8
O9
O10
STORM_CONSULTING authorise the use of this drawing only for the purpose described by the status stamp shown above.This drawing should be read in conjunction with all relevant contracts, specifications, reports & drawings. Drawing No. Sheet
Designed:
Checked:
Authorised:
Approved:
ofDate
CLIENT:
CAD FILE:
MELBOURNE UNIT 7, 84 CHURCH ST, RICHMOND VIC 3121 P 03 9208 0111SYDNEY SUITE 18, 12 TRYON ROAD, LINDFIELD, NSW 2070 P 02 9499 4333
www.stormconsulting.com.au CONTACT:
1574-DD-OP-15.dwg
C/O MILLAR MERRIGAN
LYNNE PEPPER
PH. 8720 9533
NOTT ST STREETSCAPE UPGRADEDETAILED DESIGN
NOTT STREET, PORT MELBOURNE VIC 3207
BASIN & OUTSTAND SETOUT 3/5
18.09.2015 1574-DD-D20
15
74
-DD
-D2
0
20 25
CITY OF PORT PHILLIP
99A CARLISLE ST
ST KILDA VIC 3182
DEEN VAJUHUDEEN
PH: 9209 6232
ADVANCED COPY - NOT FOR CONSTRUCTION
P.JESCHKE
T.PLAHCINSKI
-
-
WW
W
W
T
T
T
T
T
W W W W
G G G G G G
EE
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P1
P2
P3
P4
P5P6 P7
P8
P9
P10
P11
P12
W
W
W
T
T
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G G G G
E E E EE
6
Q1
Q2
Q3
Q4 Q5Q6
Q7
Q8
Q9
Q10
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G G G G
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R1
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T8
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U1 U2
U3
U4
U5
U6
STORM_CONSULTING authorise the use of this drawing only for the purpose described by the status stamp shown above.This drawing should be read in conjunction with all relevant contracts, specifications, reports & drawings. Drawing No. Sheet
Designed:
Checked:
Authorised:
Approved:
ofDate
CLIENT:
CAD FILE:
MELBOURNE UNIT 7, 84 CHURCH ST, RICHMOND VIC 3121 P 03 9208 0111SYDNEY SUITE 18, 12 TRYON ROAD, LINDFIELD, NSW 2070 P 02 9499 4333
www.stormconsulting.com.au CONTACT:
1574-DD-OP-15.dwg
C/O MILLAR MERRIGAN
LYNNE PEPPER
PH. 8720 9533
NOTT ST STREETSCAPE UPGRADEDETAILED DESIGN
NOTT STREET, PORT MELBOURNE VIC 3207
BASIN & OUTSTAND SETOUT 4/5
18.09.2015 1574-DD-D21
15
74
-DD
-D2
1
21 25
CITY OF PORT PHILLIP
99A CARLISLE ST
ST KILDA VIC 3182
DEEN VAJUHUDEEN
PH: 9209 6232
ADVANCED COPY - NOT FOR CONSTRUCTION
P.JESCHKE
T.PLAHCINSKI
-
-
E
E
E
E
E
E
E
E
E
E E
E
EE
EE
W
W
W
TT
T
T
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T
T
T
T
G
G
G
G
G
T
T
G
G
G
E
TT
T
T
W
V2
V3
V4
V5V6
V7V8
V9
V10
V11
V12
V13 V14
V15
V17
V18
V19
V21
V22
V20
V16
EE
E
W
W
W
W
W
W
TT
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G
G
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W4
W3
W1
W2
W
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W
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W
W
T
T
T
T
T
T
X2
X5
X7X4 X12
X10
X8 X18X14
X17
X15X22
X20
X19
X9X11
X21
X3
X6
X16
X1
X13
E
E
E
E
E
E
E
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G
Y1
Y2
Y3
Y5
Y7
Y8
Y9
Y10Y11
Y12
Y13
Y14
Y16
Y18
Y19
Y20
Y21
Y22
Y23Y24
Y25
Y26
Y27
Y4
Y17
Y6
Y15
Y28Y29
Y30
STORM_CONSULTING authorise the use of this drawing only for the purpose described by the status stamp shown above.This drawing should be read in conjunction with all relevant contracts, specifications, reports & drawings. Drawing No. Sheet
Designed:
Checked:
Authorised:
Approved:
ofDate
CLIENT:
CAD FILE:
MELBOURNE UNIT 7, 84 CHURCH ST, RICHMOND VIC 3121 P 03 9208 0111SYDNEY SUITE 18, 12 TRYON ROAD, LINDFIELD, NSW 2070 P 02 9499 4333
www.stormconsulting.com.au CONTACT:
1574-DD-OP-15.dwg
C/O MILLAR MERRIGAN
LYNNE PEPPER
PH. 8720 9533
NOTT ST STREETSCAPE UPGRADEDETAILED DESIGN
NOTT STREET, PORT MELBOURNE VIC 3207
BASIN & OUTSTAND SETOUT 5/5
18.09.2015 1574-DD-D22
15
74
-DD
-D2
2
22 25
CITY OF PORT PHILLIP
99A CARLISLE ST
ST KILDA VIC 3182
DEEN VAJUHUDEEN
PH: 9209 6232
ADVANCED COPY - NOT FOR CONSTRUCTION
P.JESCHKE
T.PLAHCINSKI
-
-
BENCHMARK
( NAIL )
RL. 3.486 BENCHMARK
( NAIL )
RL. 3.486
NO
TT
Z1
Z2
Z3
Z4
Z5
Z6
Z7Z8Z9
Z10
Z11
Z12Z13
Z14
Z15
Z16
Z17Z18
Z19
Z20
Z21
Z22
Z23
Z24
Z25
Z31
Z32
Z33
Z34
Z35Z36
Z37
Z38 Z39
Z40
Z41
Z44Z45
Z46 Z47
Z48 Z49
Z50 Z51
Z53
Z54
Z55
Z56Z59
Z60
Z61
Z62
Z63
Z64
Z65Z66Z67
Z68
Z69
Z70 Z71 Z72
Z73
Z74Z75
Z76
Z77Z78
Z79Z80
Z81
Z82
Z83
Z84
Z85Z86
Z87
Z88
Z89Z90
Z91
Z92
Z93 Z94
Z95
IS1
IS2
IS3
IS4
IS5
IS6
IS7
IS8
IS9
IS10 IS11
IS12IS13
IS14IS15
IS16
IS17
IS18 IS19
IS20
IS21
IS23
IS25
IS26
IS27
IS28
IS29
IS30
IS31IS32
IS33 IS34
IS35
IS36
IS37
IS38
IS39
IS40
IS41IS42
IS43
IS44
IS45
IS46
IS47
IS48
IS49IS50
Z57 Z58
Z26
Z27Z28
Z29
Z30
Z42
Z43
IS22
IS24
Z52
Z96
Z97
Z98Z99
Z100
Z101
STORM_CONSULTING authorise the use of this drawing only for the purpose described by the status stamp shown above.This drawing should be read in conjunction with all relevant contracts, specifications, reports & drawings. Drawing No. Sheet
Designed:
Checked:
Authorised:
Approved:
ofDate
CLIENT:
CAD FILE:
MELBOURNE UNIT 7, 84 CHURCH ST, RICHMOND VIC 3121 P 03 9208 0111SYDNEY SUITE 18, 12 TRYON ROAD, LINDFIELD, NSW 2070 P 02 9499 4333
www.stormconsulting.com.au CONTACT:
1574-DD-OP-15.dwg
C/O MILLAR MERRIGAN
LYNNE PEPPER
PH. 8720 9533
NOTT ST STREETSCAPE UPGRADEDETAILED DESIGN
NOTT STREET, PORT MELBOURNE VIC 3207
INTERSECTION SETOUT
18.09.2015 1574-DD-D23
15
74
-DD
-D2
3
23 25
CITY OF PORT PHILLIP
99A CARLISLE ST
ST KILDA VIC 3182
DEEN VAJUHUDEEN
PH: 9209 6232
ADVANCED COPY - NOT FOR CONSTRUCTION
P.JESCHKE
T.PLAHCINSKI
-
-
1
2
A
A
B
C
D
STORM_CONSULTING authorise the use of this drawing only for the purpose described by the status stamp shown above.This drawing should be read in conjunction with all relevant contracts, specifications, reports & drawings. Drawing No. Sheet
Designed:
Checked:
Authorised:
Approved:
ofDate
CLIENT:
CAD FILE:
MELBOURNE UNIT 7, 84 CHURCH ST, RICHMOND VIC 3121 P 03 9208 0111SYDNEY SUITE 18, 12 TRYON ROAD, LINDFIELD, NSW 2070 P 02 9499 4333
www.stormconsulting.com.au CONTACT:
1574-DD-OP-15.dwg
C/O MILLAR MERRIGAN
LYNNE PEPPER
PH. 8720 9533
NOTT ST STREETSCAPE UPGRADEDETAILED DESIGN
NOTT STREET, PORT MELBOURNE VIC 3207
CROSS SECTION - NOTT STREET 3 / TYPICAL BASIN INLET DETAIL
18.09.2015 1574-DD-D24
15
74
-DD
-D2
4
24 25
CITY OF PORT PHILLIP
99A CARLISLE ST
ST KILDA VIC 3182
DEEN VAJUHUDEEN
PH: 9209 6232
ADVANCED COPY - NOT FOR CONSTRUCTION
P.JESCHKE
T.PLAHCINSKI
-
-
STORM_CONSULTING authorise the use of this drawing only for the purpose described by the status stamp shown above.This drawing should be read in conjunction with all relevant contracts, specifications, reports & drawings. Drawing No. Sheet
Designed:
Checked:
Authorised:
Approved:
ofDate
CLIENT:
CAD FILE:
MELBOURNE UNIT 7, 84 CHURCH ST, RICHMOND VIC 3121 P 03 9208 0111SYDNEY SUITE 18, 12 TRYON ROAD, LINDFIELD, NSW 2070 P 02 9499 4333
www.stormconsulting.com.au CONTACT:
1574-DD-OP-15.dwg
C/O MILLAR MERRIGAN
LYNNE PEPPER
PH. 8720 9533
NOTT ST STREETSCAPE UPGRADEDETAILED DESIGN
NOTT STREET, PORT MELBOURNE VIC 3207
SPECIFICATIONS & TYPICAL DETAILS
18.09.2015 1574-DD-S25
15
74
-DD
-S2
5
25 25
CITY OF PORT PHILLIP
99A CARLISLE ST
ST KILDA VIC 3182
DEEN VAJUHUDEEN
PH: 9209 6232
ADVANCED COPY - NOT FOR CONSTRUCTION
P.JESCHKE
T.PLAHCINSKI
-
-
··
·
“ ”
·
·
·
·
600
125
300190110
150
275
110 190
125
150 9
110 190 300
600
300
110
150
200
110 300
150
150
450
40
110
300
50
200
600
300300
150
40
150
40
BARRIER KERB
B2
BARRIER KERB
B1
FULLY MOUNTABLE KERB
M1
SPOON DRAIN
SEMI MOUNTABLE KERB
SM2
SEMI MOUNTABLE KERB
SM3
75mm MIN. COMPACTED
FCR BEDDING
APPROVED SUBGRADE
300
SEMI MOUNTABLE KERB
SM1
PAVEMENT
SURFACE
150
150
PAVEMENT
SURFACE
75mm MIN. COMPACTED
FCR BEDDING
APPROVED SUBGRADE
75mm MIN. COMPACTED
FCR BEDDING
APPROVED SUBGRADE
75mm MIN. COMPACTED
FCR BEDDING
APPROVED SUBGRADE
75mm MIN. COMPACTED
FCR BEDDING
APPROVED SUBGRADE
75mm MIN. COMPACTED
FCR BEDDING
APPROVED SUBGRADE
75mm MIN. COMPACTED
FCR BEDDING
APPROVED SUBGRADE
150
LIN
E O
F KERB
LIN
E O
F KERB
LIN
E O
F KERB
LIN
E O
F KERB
40
15 SPLAY
R15 R15 R15
275
125
150
275
LIN
E O
F KERB
LIN
E O
F KERB
LIN
E O
F KERB
R15
PAVEMENT
SURFACE
PAVEMENT
SURFACE
PAVEMENT
SURFACE PAVEMENT
SURFACE
R75
R75
R225R225R225
R25 R25
R10
25 SPLAY
25 SPLAY
25 SPLAY
25 SPLAY
R25
PAVEMENT
SURFACE
NOTES:
1. CONCRETE STRENGTH : 32 MPa AT 28 DAYS
CONCRETE USED IN KERB EXTRUSION MACHINES SHALL
HAVE A MIN. CEMENT CONTENT OF 280kg PER CUBIC
METRE.
2. CONCRETE COLOUR :
- THE COLOUR OF CONCRETE
TO BE USED IS EITHER PLAIN OR CHARCOAL
COLOURED DEPENDING ON THE COLOUR OF
MATERIAL REQUIRED TO BE MATCHED.
- FOR CHARCOAL COLOURED CONCRETE USE
HANSON "EBONY" COLOUR OR 15kg "BLACK OXIDE"
BAYER 318 PER CUBIC METRE CONCRETE OR
APPROVED EQUIVALENT.
- APPROVAL ON THE COLOUR MUST BE OBTAINED
FROM COUNCIL'S SUPERINTENDENT PRIOR TO
COMMENCEMENT OF ANY KERB & CHANNEL WORKS.
3. USE 20mm CLASS 2 FCR FOR BASE MATERIAL
COMPACTED TO 95% MOD. TEST
4. DIMENSIONS IN MILLIMETRES
5. CHAMFERS ARE 15x15 UNLESS SHOWN
OTHERWISE
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
75m
m M
IN
.
125 (TYP.)
125 (TYP.)
30 M
AX
(TYP.)
PAVEM
EN
T
1
5
0
(T
Y
P
.)
200
(TYP.)
200
(TYP.)
P
A
V
E
M
E
N
T
150
(TYP.)
150
(TYP.)
200
(TYP.)
75mm MIN. COMPACTED
FCR BEDDING
25 MPa CONCRETE
NUMBER OF PITCHERS VARY,
REFER PROJECT DRAWING
1 IN 10 GRADE
(UNLESS NOTIFIED
OTHERWISE)
APPROVED SUBGRADE
10
25
50
150 MIN.
50
3
0
°
FALL
FALL
75m
m M
IN
.
BLUESTONE PITCHER KERB
AND PITCHER CHANNEL
BLUESTONE (DRESSED) KERB
AND PITCHER CHANNEL
30 M
AX
(TYP.)
150 MIN.
NUMBER OF PITCHERS VARY,
REFER PROJECT DRAWING
1 IN 10 GRADE
(UNLESS NOTIFIED
OTHERWISE)
150
(TYP.)
3
0
°
110 300
150
150
40
110
150
LIN
E O
F KERB
R25
1
5
0
(T
Y
P
.)
P
A
V
E
M
E
N
T
200
(TYP.)
25 SPLAY
APPROVED SUBGRADE
75mm MIN. COMPACTED
FCR BEDDING
75mm MIN. 25 MPa CONCRETE
FALL
BARRIER KERB B2 AND
SINGLE BLUESTONE PITCHER CHANNEL
75mm MIN. COMPACTED
FCR BEDDING
25 MPa CONCRETE
APPROVED SUBGRADE
BLUESTONE KERB
F
O
O
T
P
A
T
H
O
R
N
A
T
U
R
E
S
T
R
I
P
F
O
O
T
P
A
T
H
O
R
N
A
T
U
R
E
S
T
R
I
P
NOTES:
1. PITCHER SIZE SHOWN IS AN AVERAGE SIZE ONLY.
2. ALL GROUTED JOINTS TO BE 30mm (MAX) WIDE TO FULL DEPTH OF
PITCHER.
3. BLUESTONE JOINTS TO BE FILLED WITH A GROUT MIX OF: 16% CEMENT,
16% STONEDUST, 67% BLENDED WASHED SAND AND 1% LIME WITH BAYER
SYNTHETIC COLOUR OXIDE ADDED AT A RATE OF 40 KG/M ³ THOROUGHLY MIXED
THROUGH THE GROUT.
(CHARCOAL COLOURED GROUT)
4. ALL EXCESS GROUT TO BE REMOVED FROM THE SURFACE OF THE
BLUESTONE.
5. WHEN SPECIFIED 100mm DIA. SUB-SOIL DRAINS ARE TO BE CONSTRUCTED
BEHIND THE BLUESTONE KERBING AS SHOWN.
6. CONCRETE BACKFILL WILL BE REQUIRED BEHIND KERB.
7. CONCRETE COMPRESSIVE STRENGTH SHALL BE 25 MPa AT 28 DAYS.
8. ALL DIMENSIONS ARE IN MILLIMETRES.
9. CHANNEL GRADE AT 1 IN 10 UNLESS NOTIFIED OTHERWISE.
10 . CONCRETE COLOUR FOR B2 KERB & CHANNEL:
- THE COLOUR OF CONCRETE
TO BE USED IS EITHER PLAIN OR CHARCOAL
COLOURED DEPENDING ON THE COLOUR OF
MATERIAL REQUIRED TO BE MATCHED.
- FOR CHARCOAL COLOURED CONCRETE USE
HANSON "EBONY" COLOUR OR 15kg "BLACK OXIDE"
BAYER 318 PER CUBIC METRE CONCRETE OR
APPROVED EQUIVALENT.
- APPROVAL ON THE COLOUR MUST BE OBTAINED
FROM COUNCIL'S SUPERINTENDENT PRIOR TO
COMMENCEMENT OF ANY KERB & CHANNEL WORKS.
11. USE 20mm CLASS 2 FCR FOR SUB BASE MATERIAL COMPACTED TO 95% MOD TEST
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
600 OR 900 (REFER TO TABLE)
REFER TO TABLE FOR
PIT LID DETAIL
600150 150150150
600 OR 900 (REFER TO TABLE)
SECTION A-A SECTION B-B
A A
BB
PLAN
600
SL92SL92
REFER TO TABLE FOR
PIT LID DETAIL
SHAPE INVERT OF PIT
WITH MASS CONCRETE
TO PROVIDE SMOOTH
TRANSITION
50 MIN
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
CHARCOAL COLOURED TERRA FIRMA PIT LID FOR
FOOTPATH AND R&S GRATING MD246M FOR ROAD
RESERVE OR EQUIVALENT APPROVED BY
SUPERINTENDENT
<=1000mm
(PIT CLEAR
OPENING
600 x 600)
PIT DEPTH PIT COVER STEP IRONS
>1000mm
(PIT CLEAR
OPENING
900 x 600)
NO
YES
REFER TO
SD 2101
NOTES:
1. USE SL92 REINFORCEMENT WITH 300MM MINIMUM LAP LENGTH
AND CLEAR COVER OF 65MM. CORNER RETURN REINFORCEMENT
MAY BE FABRIC OR EQUIVALENT BARS.
2. CONCRETE STRENGTH TO BE 32MPa AT 28 DAYS.
3. PITS LOCATED IN MARINE ENVIRONMENTS SHALL HAVE CONCRETE
STRENGTH OF 40MPa AT 28 DAYS.
4. PITS DEEPER THAN 1000MM SHALL BE FITTED WITH STEP IRONS.
REFER TO SD 2101.
5. MAXIMUM PIPE DIAMETER FOR THIS PIT IS 450MM.
6. MINIMUM FALL ACROSS PIT BASE TO BE 30MM.
7. FOR PITS DEEPER THAN 1200MM USE FABRIC SL918.
8. GROUT: 2 PARTS SAND, 1 PART CEMENT AND SUFFICIENT WATER
TO PRODUCE MIX OF SUITABLE CONSISTENCY.
CHARCOAL COLOURED TERRA FIRMA PIT LID
FOR FOOTPATH AND R&S GRATING MD252M FOR
ROAD RESERVE OR EQUIVALENT APPROVED BY
SUPERINTENDENT