SD 131 - Moreland City Council
23
Transcript of SD 131 - Moreland City Council
SD 131
AutoCAD SHX Text
DRAIN - BEDDING AND BACKFILL REQUIREMENTS
AutoCAD SHX Text
1:20
AutoCAD SHX Text
Natural surface
AutoCAD SHX Text
Subgrade
AutoCAD SHX Text
Subbase
AutoCAD SHX Text
150
AutoCAD SHX Text
External D
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
External D
AutoCAD SHX Text
150
AutoCAD SHX Text
75
AutoCAD SHX Text
300
AutoCAD SHX Text
150
AutoCAD SHX Text
Bedding of 75mm compacted depth of size 20mm FCR Class 2
AutoCAD SHX Text
150mm compacted depth of top soil and grass seeds
AutoCAD SHX Text
Approved backfill from site, compacted as specified
AutoCAD SHX Text
Backfill to top of pipe with size 20mmFCR Class 2 compacted in layers of 150mm max. thickness to 95% Modified Dry Density
AutoCAD SHX Text
Trench width = Ext. dia. + 300 min.
AutoCAD SHX Text
75
AutoCAD SHX Text
to influence line
AutoCAD SHX Text
min.300
AutoCAD SHX Text
150mm compacted depth of top soil and grass seeds
AutoCAD SHX Text
Approved backfill from site, compacted as specified
AutoCAD SHX Text
Bedding of 75mm compacted depth of size 20mm FCR Class 2
AutoCAD SHX Text
TRENCH BEHIND KERB & CHANNEL
AutoCAD SHX Text
TRENCH IN NATURE STRIP
AutoCAD SHX Text
TRENCH UNDER PAVEMENT
AutoCAD SHX Text
AND/OR K&C
AutoCAD SHX Text
1. Top soil backfill to be top soil previously stripped from the area or imported sandy loam. 2. Grass seed mix to be 'Dry Land Mix' or similar. The sowing rate shall be at 45 gm/m 3. Trench width shown are minimum width required to place the pipe. Wider trench widths may be required in certain circumstances. 4. Crushed Concrete size 20mm Class 2 to be used as backfill for rigid pipes (RCP & FRCP)
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
2
AutoCAD SHX Text
SD131
AutoCAD SHX Text
05-06-18
AutoCAD SHX Text
Influence line of k&c
AutoCAD SHX Text
Subgrade
AutoCAD SHX Text
150
AutoCAD SHX Text
External D
AutoCAD SHX Text
150
AutoCAD SHX Text
Ex. pavement
AutoCAD SHX Text
Ex. Class 2 FCR base course
AutoCAD SHX Text
Bedding of 75mm compacted depth of size 20mm FCR Class 2
AutoCAD SHX Text
Asphalt surfacing to match existing pavement but not less than: - 30mm min. depth size 10mm asphalt type N wearing course - 40mm min. depth size 14mm asphalt type N base course
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
Director, City Infrastructure
AutoCAD SHX Text
Date . . . . .
AutoCAD SHX Text
A4
AutoCAD SHX Text
Revised
AutoCAD SHX Text
PS
AutoCAD SHX Text
Date . . . . . . . . . .
AutoCAD SHX Text
Manager, Capital Works Planning & Delivery
AutoCAD SHX Text
Plan No.
AutoCAD SHX Text
File
AutoCAD SHX Text
REINSTATEMENT OF TRENCH UNDER EXISTING PAVEMENT
AutoCAD SHX Text
Crack seal along edges of trench
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
Pavement surface
AutoCAD SHX Text
Backfill to top of pipe with size 20mmFCR Class 2 compacted in layers of 150mm max. thickness to 95% Modified Dry Density
AutoCAD SHX Text
Backfill to top of pipe with size 20mmFCR Class 2 compacted in layers of 150mm max. thickness to 95% Modified Dry Density
AutoCAD SHX Text
Backfill above top of pipe with size 20mm Crushed Concrete Class 2 compacted in layers of 150mm max. thickness to 95% Modified Dry Density
AutoCAD SHX Text
Backfill above top of pipe with size 20mm Crushed Concrete Class 2 compacted in layers of 150mm max. thickness to 95% Modified Dry Density
SD150
AutoCAD SHX Text
FIXING BOLT
AutoCAD SHX Text
BODY
AutoCAD SHX Text
HOUSE DRAIN
AutoCAD SHX Text
RUBBER EXTERNAL BACKFILL SEAL
AutoCAD SHX Text
SEATING FLANGE
AutoCAD SHX Text
RUBBER INTERNAL SEAL
AutoCAD SHX Text
FLOWCON PVC CONCONECT
AutoCAD SHX Text
DETAIL A
AutoCAD SHX Text
PROPERTY
AutoCAD SHX Text
EXISTING HOUSE DRAIN
AutoCAD SHX Text
RECONSTRUCT FOOTPATH
AutoCAD SHX Text
INSTALL ADAPTER TO SUIT EXISTING PIPE
AutoCAD SHX Text
100x100x90° UPVC WITH SCREW ON CAP
AutoCAD SHX Text
COUNCIL DRAIN
AutoCAD SHX Text
SADDLE ADAPTOR "FLOWCON PVC CONCONECT" OR APPROVED EQUIVALENT (SEE DETAIL A)
AutoCAD SHX Text
COUNCIL DRAIN
AutoCAD SHX Text
SADDLE ADAPTOR "FLOWCON PVC CONCONECT" OR APPROVED EQUIVALENT
AutoCAD SHX Text
EXISTING HOUSE DRAIN
AutoCAD SHX Text
RECONSTRUCT FOOTPATH
AutoCAD SHX Text
INSTALL ADAPTER TO SUIT EXISTING PIPE
AutoCAD SHX Text
100x100x90° UPVC WITH SCREW ON CAP
AutoCAD SHX Text
EXISTING HOUSE DRAIN
AutoCAD SHX Text
RECONSTRUCT FOOTPATH
AutoCAD SHX Text
INSTALL ADAPTER TO SUIT EXISTING PIPE
AutoCAD SHX Text
KERB ADAPTOR TYPE C1 (C&E ENTERPRISES) OR APPROVED EQUIVALENT
AutoCAD SHX Text
STAMP "IO" OR "O" MARK ON KERB
AutoCAD SHX Text
STAMP "IO" OR "O" MARK ON KERB
AutoCAD SHX Text
300mm MIN.
AutoCAD SHX Text
300mm MIN.
AutoCAD SHX Text
INSTALL BEND AS REQUIRED
AutoCAD SHX Text
HOUSE DRAIN (1 IN 50 MIN.)
AutoCAD SHX Text
CONNECTION TO KERB&CHANNEL
AutoCAD SHX Text
BOUNDARY
AutoCAD SHX Text
PROPERTY
AutoCAD SHX Text
BOUNDARY
AutoCAD SHX Text
PROPERTY
AutoCAD SHX Text
BOUNDARY
AutoCAD SHX Text
CONNECTION TO DRAIN LOCATED UNDER KERB&CHANNEL / IN PAVEMENT
AutoCAD SHX Text
CONNECTION TO DRAIN LOCATED IN NATURE STRIP
AutoCAD SHX Text
HOUSE DRAIN CONNECTION DETAILS
AutoCAD SHX Text
SD 150
AutoCAD SHX Text
NOTES: 1. HOUSE DRAIN PIPE TO BE VINIDEX DWV SEWER PIPE SCJ, 100MM , CLASS SN6, WITH SOLVENT WELD JOINT OR EQUIVALENT.2. SADDLE ADAPTOR TO BE FLOWCON PVC CONCONECT OR APPROVED EQUIVALENT. 3. KERB ADAPTOR TO BE C&E ENTERPRISES (PH. 1800 646 018) TYPE C1 OR APPROVED EQUIVALENT FITTED IN ACCORDANCE WITH MANUFACTURER SPECIFICATION. 4. ALL INSPECTION OPENINGS LOCATED IN PAVED AREAS TO BE FITTED WITH 150X150MM FITZROY BOXES FROM " AUSTRALIAN ROAD COVERS" OR APPROVED EQUIVALENT. 5. "IO" OR "O" MARKS ARE TO BE STAMPED ON KERB & CHANNEL OPPOSITE INSPECTION OPENINGS TO HOUSE DRAIN CONNECTIONS. 6. THE REINSTATEMENT OF EXISTING HOUSE DRAIN FOR ROAD RECONSTRUCTION TO BE UP TO THE PROPERTY BOUNDARY LINE WITH A SUITABLE ADAPTER TO CONNECT NEW DRAIN PIPE TO EXISTING DRAIN PIPE.
AutoCAD SHX Text
03-04-18
AutoCAD SHX Text
Director, City Infrastructure
AutoCAD SHX Text
Date . . . . .
AutoCAD SHX Text
A4
AutoCAD SHX Text
Revised
AutoCAD SHX Text
PS
AutoCAD SHX Text
Date . . . . . . . . . .
AutoCAD SHX Text
Manager, Capital Works Planning & Delivery
AutoCAD SHX Text
Plan No.
AutoCAD SHX Text
File
SD 127
AutoCAD SHX Text
1370 (concrete tray)
AutoCAD SHX Text
1370 (length of lintel)
AutoCAD SHX Text
900 internal dim. of pit
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SIDE ENTRY GRATED PIT TYPE 2 (FOR TYPE B K&C) - 0.9m INLET
AutoCAD SHX Text
NOTES: 1. Concrete strength = 25 MPa, unless stated otherwise 2. Pits shall be cast monolithically. Concrete to be thoroughly compacted by vibration during and immediately after placing in formworks. Cement render shall only be used to repair defects 3. Pits over 2m in depth shall have F72 reinforcing fabric placed centrally in walls 4. Step irons shall be fitted to pits greater than 1m in depth (see SD190) 5. In street with bluestone k&c, lintel and concrete tray shall be in charlcoal colour. Transition sections shall be bluestone at the same width as the normal section 7. Lintel shall be SVC's type, Code 15.370 or similar 8. * This dimension could vary if lintels other than SVC 15.370 are used 9. Equivalent grate shall be approved by Council before use. The grate and frame shall be galvanised steel with the grate hinged to the frame 10. Pit cover shall be "Terra Firma" (or equivalent) set in accordance with manufacturer's specification, unless specify otherwise.
AutoCAD SHX Text
SD127
AutoCAD SHX Text
July 09
AutoCAD SHX Text
600 Transition of kerb to match
AutoCAD SHX Text
lintel width and drop of channel invert
AutoCAD SHX Text
Precast r.c lintel (see Notes)
AutoCAD SHX Text
BOK
AutoCAD SHX Text
800
AutoCAD SHX Text
150
AutoCAD SHX Text
1200
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
190*
AutoCAD SHX Text
200
AutoCAD SHX Text
Weldlok GG99-42D grate or equivalent
AutoCAD SHX Text
800
AutoCAD SHX Text
BOK Line
AutoCAD SHX Text
lintel width and drop of channel invert
AutoCAD SHX Text
Weldlok GG99-42D grate or equivalent
AutoCAD SHX Text
A
AutoCAD SHX Text
600 Transition of kerb to match
AutoCAD SHX Text
A
AutoCAD SHX Text
150
AutoCAD SHX Text
1:20
AutoCAD SHX Text
AG drain entry as required
AutoCAD SHX Text
50 weep holeupstream side only as low as possible
AutoCAD SHX Text
85
AutoCAD SHX Text
Pit cover (See Notes)
AutoCAD SHX Text
Pit cover (see Notes)
AutoCAD SHX Text
Director, City Infrastructure
AutoCAD SHX Text
Date . . . . .
AutoCAD SHX Text
A4
AutoCAD SHX Text
Revised
AutoCAD SHX Text
PS
AutoCAD SHX Text
Date . . . . . . . . . .
AutoCAD SHX Text
Manager, Capital Works Planning & Delivery
AutoCAD SHX Text
Plan No.
AutoCAD SHX Text
File
SD 220
AutoCAD SHX Text
CONCRETE FOOTPATH
AutoCAD SHX Text
SD220
AutoCAD SHX Text
1:10
AutoCAD SHX Text
1.50m unless stated otherwise
AutoCAD SHX Text
Building Line
AutoCAD SHX Text
50
AutoCAD SHX Text
"T"
AutoCAD SHX Text
40
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
50mm consolidated depth of size 20mm recycled crushed concrete class CC3
AutoCAD SHX Text
Subgrade, trimmed, formed and consolidate
AutoCAD SHX Text
CROSS SECTION
AutoCAD SHX Text
CONCRETE FOOTPATH
AutoCAD SHX Text
NOTES: 1. "T" = 100 mm with SL52 reinforcement fabric placed at 30mm cover "T" = 125 mm with SL72 reinforcement fabric placed at 30mm cover, where footpath abuts kerb and/or kerb & channel, in industrial area 2. Provide contraction joints at 1.5m intervals and expansion joints at 15m intervals. The joints to be at right angles to the direction of the footpath unless specified otherwise and to be in accordance with SD291. Expansion joint to be Connolly Expansion Joint or approved alternative. 3. Where an existing section of footpath is to be reinstated, the section to be replaced shall be between existing joints 4. Charcoal coloured concrete, where specified, shall be by adding "Abilox" black colour powder or equivalent into the premix concrete. The rate of powder is 8.3% by weight of cementitious binder (approx. 25kg per cubic metre of concrete)
AutoCAD SHX Text
28-08-18
AutoCAD SHX Text
50mm consolidated depth of size 20mm recycled crushed concrete class CC3
AutoCAD SHX Text
Subgrade, trimmed, formed and consolidate
AutoCAD SHX Text
1.400m unless stated otherwise
AutoCAD SHX Text
Building Line
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
40
AutoCAD SHX Text
"T"+25
AutoCAD SHX Text
50
AutoCAD SHX Text
CROSS SECTION
AutoCAD SHX Text
CONCRETE FOOTPATH WITH INTEGRATED SPOON DRAIN
AutoCAD SHX Text
"T"
AutoCAD SHX Text
200
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
Reinforcement fabric
AutoCAD SHX Text
Reinforcement fabric
AutoCAD SHX Text
Director, City Infrastructure
AutoCAD SHX Text
Date . . . . .
AutoCAD SHX Text
A4
AutoCAD SHX Text
Revised
AutoCAD SHX Text
PS
AutoCAD SHX Text
Date . . . . . . . . . .
AutoCAD SHX Text
Manager, Capital Works Planning & Delivery
AutoCAD SHX Text
Plan No.
AutoCAD SHX Text
File
NO BULL NOSE
SD 265
AutoCAD SHX Text
TYPE 2 R.C. VEHICLE CROSSING (K&C TYPE B & SM2)
AutoCAD SHX Text
SD265
AutoCAD SHX Text
from finish level (see Table)
AutoCAD SHX Text
SL72 reinforcement fabric to be placed 30mm
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
50 mm compacted depth of size 20mm recycled crushed concrete class CC3
AutoCAD SHX Text
( or match existing footpath )
AutoCAD SHX Text
Footpath section, 1.50m wide, 40mm cross fall
AutoCAD SHX Text
Thickness "T" (see Table)
AutoCAD SHX Text
A
AutoCAD SHX Text
200
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
1:20
AutoCAD SHX Text
28-08-18
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
Property boundary
AutoCAD SHX Text
Front of footpath
AutoCAD SHX Text
Width "W" (see Table)
AutoCAD SHX Text
Width "W" (see Table)
AutoCAD SHX Text
Back of Kerb
AutoCAD SHX Text
Invert
AutoCAD SHX Text
Full width footpath
AutoCAD SHX Text
Nature strip
AutoCAD SHX Text
Footpath
AutoCAD SHX Text
Expansion joint
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.00
AutoCAD SHX Text
Expansion joint
AutoCAD SHX Text
Contraction joint
AutoCAD SHX Text
Expansion joint
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
FOOTPATH AND NATURE STRIP
AutoCAD SHX Text
FULL WIDTH FOOTPATH
AutoCAD SHX Text
NOTES: 1. Street channel section to be cast integrated with crossing, NO BULL NOSE TO BE CONSTRUCTED. 2. Concrete strength 25 MPa. 3. Contraction joints shall be provide in both directions. maximum spacing 1.5 m. 4. For industrial properties, provide a second SL72 reinforcemenrt fabric at the bottom of the crossing, 30mm cover. 5. Where the new crossing is jointed to an existing crossing, provide 12mmdeformed steel tie bars, 450mm length (225mm each side of the joint), spacing 300mm.
AutoCAD SHX Text
6. Council's inspection officer to have discretion to vary standard, depending on existing street conditions, that is: crossing shape, charcoal colour and the treatment of the street channel. 7. Concrete finish to be stipple, unless otherwise stated. Channel section to be smooth finish. 8. Charcoal colour clause. Charcoal coloured concrete, where specified, shall be by adding "Abilox" black colour powder (or equivalent) into the premix concrete. The rate of powder is 8.3% by weight of cementitious binder ( approx. 25 kg of powder per cubic metre of concrete). 9. For splay dimension see table. 10. Kerb transition to be 0.5m.
AutoCAD SHX Text
Width W
AutoCAD SHX Text
Splay
AutoCAD SHX Text
Thickness T
AutoCAD SHX Text
Min.
AutoCAD SHX Text
Max.
AutoCAD SHX Text
Residential
AutoCAD SHX Text
Industrial
AutoCAD SHX Text
3.0m
AutoCAD SHX Text
4.0m
AutoCAD SHX Text
3.0m
AutoCAD SHX Text
6.0m
AutoCAD SHX Text
1.0m
AutoCAD SHX Text
2.0m
AutoCAD SHX Text
125mm
AutoCAD SHX Text
175mm
AutoCAD SHX Text
Reinforcement
AutoCAD SHX Text
SL72 top
AutoCAD SHX Text
SL72 top & bottom
AutoCAD SHX Text
Splay 1.0m residential 2.0m industrial (See Table)(See Table)
AutoCAD SHX Text
Splay 1.0m residential 2.0m industrial (See Table)(See Table)
AutoCAD SHX Text
kerb transition 0.5m
AutoCAD SHX Text
Director, City Infrastructure
AutoCAD SHX Text
Date . . . . .
AutoCAD SHX Text
A4
AutoCAD SHX Text
Revised
AutoCAD SHX Text
PS
AutoCAD SHX Text
Date . . . . . . . . . .
AutoCAD SHX Text
Manager, Capital Works Planning & Delivery
AutoCAD SHX Text
Plan No.
AutoCAD SHX Text
File
AutoCAD SHX Text
0.5m
AutoCAD SHX Text
Kerb transition 0 to 150mm height
AutoCAD SHX Text
0.5m
AutoCAD SHX Text
Kerb transition 0 to 150mm height
SD 265E
AutoCAD SHX Text
ROAD PAVEMENT REINSTATEMENT IN FRONT OF NEW VEHICLE CROSSING
AutoCAD SHX Text
SD265E
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
1:20
AutoCAD SHX Text
28-08-18
AutoCAD SHX Text
Property boundary
AutoCAD SHX Text
Back of Kerb
AutoCAD SHX Text
Invert
AutoCAD SHX Text
Lip
AutoCAD SHX Text
A
AutoCAD SHX Text
Director, City Infrastructure
AutoCAD SHX Text
Date . . . . .
AutoCAD SHX Text
A4
AutoCAD SHX Text
Revised
AutoCAD SHX Text
PS
AutoCAD SHX Text
Date . . . . . . . . . .
AutoCAD SHX Text
Manager, Capital Works Planning & Delivery
AutoCAD SHX Text
Plan No.
AutoCAD SHX Text
File
AutoCAD SHX Text
Asphalt size 10mm Type N (Class 320) on residential roads to match existing pavement levels without any discontinuity, road pavement to be saw cut in a straight line
AutoCAD SHX Text
Saw cut and remove existing road pavement in front of vehicle crossing to 100mm minimum depth and 500mm minimum width as directed by Council's Supervising Officer
AutoCAD SHX Text
100mm min.
AutoCAD SHX Text
500mm min.
AutoCAD SHX Text
New crossing
AutoCAD SHX Text
Existing road pavement
AutoCAD SHX Text
500mm min.
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
Footpath
SD 266
AutoCAD SHX Text
SD266
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
1:20
AutoCAD SHX Text
28-08-18
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
Property boundary
AutoCAD SHX Text
Front of footpath
AutoCAD SHX Text
Width "W" (see Table)
AutoCAD SHX Text
Width "W" (see Table)
AutoCAD SHX Text
Back of Kerb
AutoCAD SHX Text
Invert
AutoCAD SHX Text
Full width footpath
AutoCAD SHX Text
Nature strip
AutoCAD SHX Text
Footpath
AutoCAD SHX Text
Expansion joint
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.00
AutoCAD SHX Text
Expansion joint
AutoCAD SHX Text
Contraction joint
AutoCAD SHX Text
Expansion joint
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
FOOTPATH AND NATURE STRIP
AutoCAD SHX Text
FULL WIDTH FOOTPATH
AutoCAD SHX Text
Width W
AutoCAD SHX Text
Splay
AutoCAD SHX Text
Thickness T
AutoCAD SHX Text
Min.
AutoCAD SHX Text
Max.
AutoCAD SHX Text
Residential
AutoCAD SHX Text
Industrial
AutoCAD SHX Text
3.0m
AutoCAD SHX Text
4.0m
AutoCAD SHX Text
3.0m
AutoCAD SHX Text
6.0m
AutoCAD SHX Text
1.0m
AutoCAD SHX Text
2.0m
AutoCAD SHX Text
125mm
AutoCAD SHX Text
175mm
AutoCAD SHX Text
Reinforcement
AutoCAD SHX Text
SL72 top
AutoCAD SHX Text
SL72 top & bottom
AutoCAD SHX Text
TYPE 2 R.C. VEHICLE CROSSING (K&C TYPE B & SM2) - REVERSE FALL
AutoCAD SHX Text
from finish level (see Table)
AutoCAD SHX Text
SL72 reinforcement fabric to be placed 30mm
AutoCAD SHX Text
50 mm compacted depth of size 20mm recycled crushed concrete class CC3
AutoCAD SHX Text
Footpath section to match existing footpath
AutoCAD SHX Text
400
AutoCAD SHX Text
Thickness "T" (see Table)
AutoCAD SHX Text
300
AutoCAD SHX Text
225 R
AutoCAD SHX Text
%%UNo bull nose
AutoCAD SHX Text
80
AutoCAD SHX Text
NOTES: 1. Street channel section to be cast integrated with crossing. 2. Concrete strength 25 MPa. 3. Contraction joints shall be provide in both directions. maximum spacing 1.5 m. 4. For industrial properties, provide a second SL72 reinforcemenrt fabric at the bottom of the crossing, 30mm cover. 5. Where the new crossing is jointed to an existing crossing, provide 12mmdeformed steel tie bars, 450mm length (225mm each side of the joint), spacing 300mm.
AutoCAD SHX Text
6. Council's inspection officer to have discretion to vary standard, depending on existing street conditions, that is: crossing shape, charcoal colour and the treatment of the street channel. 7. Concrete finish to be stipple, unless otherwise stated. 8. Concrete colour to be natural. 9. For splay dimension see table. 10. Kerb transition to be 0.5m.
AutoCAD SHX Text
Splay 1.0m residential 2.0m industrial (See Table)(See Table)
AutoCAD SHX Text
Splay 1.0m residential 2.0m industrial (See Table)(See Table)
AutoCAD SHX Text
kerb transition 0.5m
AutoCAD SHX Text
Director, City Infrastructure
AutoCAD SHX Text
Date . . . . .
AutoCAD SHX Text
A4
AutoCAD SHX Text
Revised
AutoCAD SHX Text
PS
AutoCAD SHX Text
Date . . . . . . . . . .
AutoCAD SHX Text
Manager, Capital Works Planning & Delivery
AutoCAD SHX Text
Plan No.
AutoCAD SHX Text
File
AutoCAD SHX Text
Back of Kerb
AutoCAD SHX Text
0.5m
AutoCAD SHX Text
Kerb transition 0 to 150mm height
AutoCAD SHX Text
0.5m
AutoCAD SHX Text
Kerb transition 0 to 150mm height
