Bin EDWARDS STREET MITCHELL STREET St... · ASPHALT DRIVEWAYS (Refer: Details pg 2) TREE INFILLS:...
Transcript of Bin EDWARDS STREET MITCHELL STREET St... · ASPHALT DRIVEWAYS (Refer: Details pg 2) TREE INFILLS:...
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CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4299A
GARSED STREET
BENDIGO
FOOTPATH
H. WHYTOCK
M. JENNINGS
A. SMITH
N. SARTORI
APR '18
JUN '19
-
1
COVER SHEET
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 1PRELIMINARY DESIGN
Plot Date:
MEGAN JENNINGSPlotted By:
25/09/2019
Sheet: Reference:
OF 7
-/-/16
-/-/16
A
GB4299A.dwg
A3
- - - -
LOCALITY MAP
GARSED STREET, BENDIGO
GB4299A
FOOTPATH
SEPTEMBER 2019
PROJECT EXTENTS
WILLS STREET
GARSED STREET
MIT
CH
ELL S
TR
EE
T
ED
WA
RD
S S
TR
EE
T
DOCUMENT CONTROL
SH
EE
T
No.
SH
EE
T
DE
SC
.
25
/0
9/1
9
xx/xx/xx
xx/xx/xx
DRAFT TENDER CONSTRUCTION
REVISION REVISION REVISION
1 COVER SHEET A
2 GENERAL NOTES & TYPICAL DETAILS A
3 DETAIL PLAN AND LONG SECTION A
4 DETAIL PLAN AND LONG SECTION A
5 CROSS SECTIONS A
6 SETOUT
7 SETOUT
75mm
thick
mulch
1.2
00
0.8
25
0.075
0.5
00
0.925
0.1
00
1.500
Rootball
Tree pit soil as
specified
4 No. hardwood stakes free from
knots splinters and cracks, all timber
painted with 2 coats black exterior paint
15mm galvanized staple or
approved fixing for 4 No. 50mm
black nylon ties fitted slack
100Ltr Tree set plumb and level
4 No. 70x30 treated pine cross
supports, fixed with galvanised screws
Top of rootball to be 20mm lower than
finished grade
Lightly Compacted
structural soil. As
specified
PVC Waterproof
membrane
600mm diameter water collar
100mm Class 3 FCR bedding
Blue stone paving
Shape pit throat to 100mm pipe
100Ltr Pyrus Calleryana (Callery
Pear)
0.0
75
0.1
50
0.1
95
B4 kerb
100mm PVC pipe at 1:50
with geotextile covering at
exit
Shape pit throat with concrete to
100mm pipe
100mm PVC pipe at 1:50
Lightly Compacted
structural soil
Lintel - CoGB SD 590G
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
2
GENERAL NOTES AND TYPICAL DETAILS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 1PRELIMINARY DESIGN
Plot Date:
MEGAN JENNINGSPlotted By:
25/09/2019
Sheet: Reference:
OF 7
-/-/16
-/-/16
A
GB4299A.dwg
A3
- - - -
GB4299A
GARSED STREET
BENDIGO
FOOTPATH
H. WHYTOCK
M. JENNINGS
A. SMITH
N. SARTORI
APR '18
JUN '19
-
FOOTPATH CONSTRUCTION NOTES
1. Any property storm water pipes located during works are to be plumbed to the
nearest pit. Where this is not practical, seek approval from superintendent to
plumb to kerb or into nearest storm water pipe.
2. Footpath to be constructed to SD205 unless noted otherwise.
3. An SD210 expansion joint is to be constructed at any joins with existing footpath,
existing driveways or bridges.
4. SD210 Expansion joints along any new sections of footpath are to be at a
maximum separation of 14m centres as per SD205.
5. Tool joints are to be at 1.2m centres and constructed to SD210 unless noted
otherwise.
6. Batter work and associated top soiling is to be limited to 1.0m from design edge
of the footpath, unless noted otherwise. This width cannot be altered unless
direct consent from the Superintendent is sought.
GENERAL CONSTRUCTION NOTES
1. All kerb, footpath and pram crossing constructions shall have bedding/boxing
inspected by the Superintendent's Representative prior to pouring of concrete.
2. If property stormwater outlets (not already identified on plan) are located during
construction, it is the Contractors responsibility to connect them into council
underground drainage or back of kerb (As per IDM SD 510 & SD 505) to the
approval of the Superintendent's Representative.
3. Renewal of gas and water property service conduits to be 100mmØPVC (sewer
grade).
4. All sewer man-hole covers within the footpath alignment (wholly or partly) are to
be renewed & adjusted to design finished levels unless noted otherwise or
directed by the Superintendent's Representative.
5. All redundant footpath, kerb and road seal to be saw cut and removed from site.
6. All service pits are to be renewed and matched into design surface unless noted
otherwise noted or directed by the Superintendent's Representative.
7. All TGSI's are to be Polymer tile (Or approved equivalent) and installed in
accordance with AS1428, unless noted otherwise or directed by the
Superintendent's Representative.
DRAINAGE CONSTRUCTION NOTES
1. The Superintendent's Representative and Design Engineer must be notified if
any any modifications to drainage design are required due to unforseen
circumstances identified during works onsite.
2. Any property storm water pipes located during Works are to be plumbed to the
nearest pit. Where this is not practical, seek approval from the Superintendent's
Representative to connect stormwater into kerb or into the nearest storm water
pipe.
3. All drainage pits are to be constructed as per the noted Standard Drawing.
4. Invert fall through pits is to be a min. of 30mm unless noted otherwise.
5. Concrete pit walls are to be sponge finished and floors are to be shaped for best
hydraulic efficiency unless noted otherwise.
6. Pit lids are to be installed flush with the surrounding surface unless noted
otherwise.
7. Where concrete box culverts (CBC) or Crown Units are specified, they are to be
compliant to AS1597.
8. Pipe extensions are to be constructed by removing the remaining stub of the
existing pipe to be extended, and then connecting the new pipe at the socket.
9. All pipe backfill is to be constructed as per the noted Standard Drawing.
10. The location of any saw cuts in asphalt are to be kept the minimum required
trench width until after the pipe is laid and backfilled up to 300mm from surface.
At this point, a further 250mm wide, 300mm deep section of asphalt/pavement is
to be sawcut and excavated so as to provide a longitudinal pavement join over
the drainage trench. This also should ensure a straight edge for re-asphalting.
The top 300m depth of backfill should then be constructed accordingly.
11. At the completion of the Works, pipes are to be visually inspected via inspection
pits to check for construction debris, including crushed rock, soil and concrete
over spill. Should a volume of debris be present enough to impede flows, pipe
cleaning shall be undertaken at the contractors expense.
12. Gas and water property services are generally not located during the design
phase and therefore have not been shown on plans. It is therefore the
Contractors responsibility to consider these services when excavating and adjust
or realign accordingingly whilst causing minimal disruption to property owners.
13. Gas and Water property services encountered during construction are to be
altered and reconnected to the appropriate standard and to the satisfaction of the
Superintendents Representative.
PSM 691
RL 223.299
STN GI NAIL
RL 223.174
C
H 0.00
C
H 20.00
C
H 40.00
C
H 60.00
C
H 80.00
C
H 10.00
C
H 30.00
C
H 50.00
C
H 70.00
C
H 90.00
M
G
A
N
O
R
T
H
Construct asphalt
driveway
Remove existing street
trees. To be replaced by
Pyrus Calleryana in
WSUD tree pits (pg 2).
Plant street trees in
WSUD stormwater tree
pits - Pit details pg 2
Construct Bluestone
Banded Footpath -
COGB SD290
GARSED STREET
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
3
DETAIL PLAN AND LONG SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 1PRELIMINARY DESIGN
Plot Date:
MEGAN JENNINGSPlotted By:
25/09/2019
Sheet: Reference:
OF 7
-/-/16
-/-/16
A
GB4299A.dwg
A3
- - - -
GB4299A
GARSED STREET
BENDIGO
FOOTPATH
H. WHYTOCK
M. JENNINGS
A. SMITH
N. SARTORI
APR '18
JUN '19
1:250
Light pole to be
relocated to outside 18
Garsed St. To be
organised with
Powercor and paid for
by developer.
Replace AC Telstra pit
Match Path to
doorway levels
Design Alignment
300mm offset from
Building line.
ED
WA
RD
S
TR
EE
T
BLUESTONE EDGING
(Refer: Details pg 2)
ASPHALT DRIVEWAYS
(Refer: Details pg 2)
TREE INFILLS:
(Refer: Details pg 2)
NEW TREE
TREE REMOVALS
ASPHALT INFILL:
(Refer: Details pg 2)
B4 CONCRETE KERB
(Refer: CoGB SD190)
LEGEND
Relocate sign outside
of driveway.
Relocate sign
Construct asphalt
driveway and concrete
layback to COGB
SD191
Remove existing
concrete layback and
reinstate B1 kerb to
COGB SD190
Linemark new parking
bays (after development
is complete)
20 GARSED STREET
24 GARSED STREET26 GARSED STREET
30 GARSED STREET
32 GARSED STREET
RSD CHARTERED ACCOUNTANTS
TYREPLUS
Renew Telstra pit lid -
adjust surround to
match new surface.
Adjust Telstra pit to
match new surface.
Adjust Telstra pit to
match new surface.
0.00
5.00
10.00
16.92
20.00
27.85
30.00
35.14
40.00
50.00
50.10
60.00
70.00
80.00
90.00
CHAINAGE
223.43
223.43
223.45
223.46
223.45
223.46
223.52
223.54
223.58
223.57
223.54
223.55
223.56
223.60
223.68
223.72
NS CL
223.43
223.45
223.45
223.44
223.46
223.52
223.54
223.58
223.57
223.55
223.55
223.59
223.63
223.68
223.72
DES CL
Crest C
h 5.000 R
L 223.452
Sag C
h 16.919 R
L 223.436
Crest C
h 35.140 R
L 223.578
Sag C
h 50.101 R
L 223.546
R.L. 218.00
I.P
. 223.433
0.39%
I.P
. 223.452
-0.13%
I.P
. 223.436
0.80%
I.P
. 223.524
0.73%
I.P
. 223.578
-0.21%
I.P
. 223.546
0.45%
I.P
. 223.724
0.25%
GARSED STREET LONGITUDINAL SECTION CH 0.000 To 90.000
SCALES: H 1:250 V 1:100 (A3)
PSM 692
RL 223.365
C
H 100.00
C
H 120.00
C
H 140.00
C
H 160.00
C
H 173.47
C
H 90.00
C
H 110.00
C
H 130.00
C
H 150.00
C
H 170.00
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
4
DETAIL PLAN AND LONG SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 1PRELIMINARY DESIGN
Plot Date:
MEGAN JENNINGSPlotted By:
25/09/2019
Sheet: Reference:
OF 7
-/-/16
-/-/16
A
GB4299A.dwg
A3
- - - -
GB4299A
GARSED STREET
BENDIGO
FOOTPATH
H. WHYTOCK
M. JENNINGS
A. SMITH
N. SARTORI
APR '18
JUN '19
1:250
M
G
A
N
O
R
T
H
Construct asphalt
driveway
Plant street trees in
WSUD stormwater tree
pits - Pit details pg 2
Construct Bluestone
Banded Footpath -
COGB SD290
GARSED STREET
MIT
CH
ELL S
TR
EE
T
BLUESTONE EDGING
(Refer: Details pg 2)
ASPHALT DRIVEWAYS
(Refer: Details pg 2)
TREE INFILLS:
(Refer: Details pg 2)
NEW TREE
TREE REMOVALS
ASPHALT INFILL:
(Refer: Details pg 2)
B4 CONCRETE KERB
(Refer: CoGB SD190)
LEGEND
Construct asphalt
driveway
Black out 1
existing carpark
in front of new
driveway
112-114 MITCHELL STREET
8 GARSED STREET
10 GARSED STREET11-15 WILLS STREET
18 GARSED STREET
FIRST STATE SUPER
CENTRE COM
Match to existing
Telstra pit
Replace Telstra
pits to new path
levels
Renew Telstra pit lids
- adjust surrounds to
match new surface.
Renew Telstra pit lid -
adjust surround to
match new surface.
90.00
100.00
102.46
105.34
110.00
111.67
120.00
129.22
130.00
134.78
140.00
143.80
150.00
155.50
159.14
160.00
170.00
173.47
CHAINAGE
223.72
223.77
223.76
223.75
223.78
223.75
223.74
223.74
223.78
223.82
223.83
223.81
223.77
223.81
223.81
223.82
223.78
223.75
223.75
NS CL
223.72
223.75
223.76
223.75
223.75
223.75
223.73
223.70
223.72
223.82
223.81
223.81
223.77
223.81
223.81
223.81
223.77
223.75
DES CL
Crest C
h 102.462 R
L 223.755
Sag C
h 105.340 R
L 223.747
Crest C
h 111.669 R
L 223.753
Sag C
h 129.218 R
L 223.700
Crest C
h 134.781 R
L 223.818
Sag C
h 150.000 R
L 223.774
Crest C
h 155.496 R
L 223.813
R.L. 218.50
0.45%
I.P
. 223.724
0.25%
I.P
. 223.755
-0.30%
I.P
. 223.747
0.10%
I.P
. 223.753
-0.30%
I.P
. 223.700
2.11%
I.P
. 223.818
-0.06%
I.P
. 223.812
-0.62%
I.P
. 223.774
0.72%
I.P
. 223.813
0.00%
I.P
. 223.813
-0.43%
GARSED STREET LONGITUDINAL SECTION CH 90.000 To 173.469
SCALES: H 1:250 V 1:100 (A3)
Remove existing street
trees. To be replaced by
Pyrus Calleryana in
WSUD tree pits (pg 2).
Match path to
Telstra man hole
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
5
CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 1PRELIMINARY DESIGN
Plot Date:
MEGAN JENNINGSPlotted By:
25/09/2019
Sheet: Reference:
OF 7
-/-/16
-/-/16
A
GB4299A.dwg
A3
- - - -
GB4299A
GARSED STREET
BENDIGO
FOOTPATH
H. WHYTOCK
M. JENNINGS
A. SMITH
N. SARTORI
APR '18
JUN '19
-
-0.30
-0.26
-0.26
0.00
0.00
0.00
2.50
2.50
2.50
5.00
5.00
OFFSETS
223.45
223.43
223.26
223.12
NS
223.44
223.43
223.33
DES.
Ch 0.00
-4%
R.L. 222.45
GARSED STREET CROSS SECTIONS
SCALES: H 1:250 V 1:100 (A3)
-0.31
-0.31
-0.30
-0.30
-0.30
0.00
0.00
0.00
2.50
2.50
2.50
4.17
4.17
223.48
223.48
223.46
223.34
223.14
223.45
223.45
223.35
Ch 10.00
-4%
R.L. 222.55
-0.39
-0.39
-0.30
-0.30
-0.30
0.00
0.00
0.00
2.50
2.50
2.50
4.13
4.13
223.46
223.46
223.46
223.31
223.19
223.47
223.46
223.36
Ch 20.00
-4%
R.L. 222.50
-0.30
-0.17
-0.17
0.00
0.00
0.00
2.50
2.50
2.50
4.15
4.15
223.55
223.54
223.41
223.22
223.55
223.54
223.44
Ch 30.00
-4%
R.L. 222.60
-0.30
-0.27
-0.27
0.00
0.00
0.00
2.50
2.50
2.50
4.18
4.18
223.58
223.57
223.47
223.25
223.57
223.57
223.47
Ch 40.00
-4%
R.L. 222.65
-0.30
-0.18
-0.18
0.00
0.00
0.00
4.17
4.17
223.55
223.54
223.32
223.55
223.55
Ch 50.00
-4.8
%
R.L. 222.65
-0.30
-0.07
-0.07
0.00
0.00
0.00
4.19
4.19
223.57
223.56
223.36
223.60
223.59
Ch 60.00
-3.4
%
R.L. 222.75
-0.30
-0.22
-0.22
0.00
0.00
0.00
4.22
4.22
223.60
223.60
223.43
223.64
223.63
Ch 70.00
-2.8
%
R.L. 222.80
-0.30
-0.12
-0.12
0.00
0.00
0.00
4.24
4.24
223.68
223.68
223.46
223.69
223.68
Ch 80.00
-3.1
%
R.L. 222.85
-0.30
-0.16
-0.16
0.00
0.00
0.00
4.26
4.26
223.73
223.72
223.50
223.73
223.72
Ch 90.00
-3.3
%
R.L. 222.90
-0.30
-0.19
-0.19
0.00
0.00
0.00
4.27
4.27
223.78
223.77
223.53
223.76
223.75
Ch 100.00
-3.1
%
R.L. 222.90
-0.34
-0.34
-0.30
-0.30
-0.30
0.00
0.00
0.00
4.30
4.30
223.79
223.79
223.78
223.56
223.76
223.75
Ch 110.00
-2.2%
R.L. 222.95
-0.33
-0.33
-0.30
-0.30
-0.30
0.00
0.00
0.00
4.29
4.29
223.75
223.75
223.74
223.54
223.74
223.73
Ch 120.00
-2.2%
R.L. 222.95
-0.30
-0.27
-0.27
0.00
0.00
0.00
4.31
4.31
223.79
223.78
223.52
223.72
223.72
Ch 130.00
-4.5
%
R.L. 222.85
-0.30
-0.28
-0.28
0.00
0.00
0.00
4.31
4.31
223.84
223.83
223.55
223.82
223.81
Ch 140.00
-4.3
%
R.L. 222.95
-0.30
-0.30
-0.30
-0.30
-0.30
0.00
0.00
0.00
4.31
4.31
223.78
223.78
223.77
223.62
223.78
223.77
Ch 150.00
-3.6
%
R.L. 222.95
-0.31
-0.31
-0.30
-0.30
-0.30
0.00
0.00
0.00
4.32
4.32
223.83
223.83
223.82
223.64
223.82
223.81
Ch 160.00
-1.7%
R.L. 223.05
-0.30
-0.28
-0.28
0.00
0.00
0.00
4.30
4.30
223.79
223.78
223.61
223.77
223.77
Ch 170.00
-1.5%
R.L. 223.00
LEGEND
Asphalt/bluestone
banding treatment
Base for banding
treatment per SD290