swswsw - palmerston north...scales: mobility crossing & corner splay details 1:200, 1:20 t....
TRANSCRIPT
S S S
SW SW SW
W W W
P P P
G G G
T T T
HH
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Revised
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Designed
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Plan No.
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Sheet
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of
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Scales:
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1.1
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STANDARD SYMBOLS AND G.I.S. CODES
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City Networks
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Not To Scale
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J.Lee / R.Hodgson
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T.McGlynn
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11 / 16
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%%uG.I.S. POINT CODES%%u
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POINT DESCRIPTION:
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SSMH
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SSLAT
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SWMH
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SUMP
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SWTK
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SWLAT
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VALVE
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FH
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TOBY
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WMETER
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WMAIN
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KERB
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EOS
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Wastewater drainage manhole
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Wastewater lateral
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Stormwater manhole
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Sump
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Stormwater drainage to kerb
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Stormwater lateral
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Water valve
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Fire hydrant
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Water toby
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Water meter
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Points along water main
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Points along kerb line
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Edge of seal
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Sewer
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Stormwater
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Water
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%%uSTANDARD DRAUGHTING SYMBOLS%%u
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SYMBOLS:
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Power
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Telecom
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Gas
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LINE TYPES:
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Sump
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Manhole
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Valve
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Hydrant
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Street light
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Toby
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Existing
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Proposed
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Watermain swabbing point
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WMSP
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Watermain swabbing point
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C:/Civil 3D Projects/STANDARD/Part 1 GENERAL/1.1.dwg Plotted:08 NOV 2016
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Power pole
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TYPICAL CROSS SECTION
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Water Supply Main
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Gas
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Wastewater
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Telecommunications
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Power
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0.75-1.0m Cover
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Water Supply Main
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Stormwater
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0.75-1.0m Cover
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Pavement Width Varies
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Grass Berm
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Footpath
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Service mains/laterals beneath pavement cover 1.0-1.5m cover
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C
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L
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NOTE Principal watermains are required on both sides of street on all arterial, industrial and dual carridgeway roads.
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Boundary
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Boundary
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Street Light
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STANDARD LOCATION OF SERVICES IN ROAD RESERVE
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Roading Manager
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City Networks
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Scale:
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Plan No.
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Sheet
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L.S.Wright (GHD)
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Checked
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Designed
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Revised
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Drawn
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G. Young
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07 / 07
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City Networks
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1.2
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of
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1:100
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Sheets
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.new.dwg Plotted 21 SEP 2004
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40mm deep saw cut
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Asphalt or chip seal
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50mm Band
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Existing surface
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(Emulsion & Sand)
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Service duct
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250mm approved
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basecourse compacted max
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Riverrun AP100
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Bedding material
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5-20mm granular mix
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or pipe
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Tack coat on footpaths. Seal coat on roads.
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Minimum backfill depth 450mm
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Minimum Backfill Depth
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Road Pavement
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Berm
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Vehicle Access
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Parking Areas
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Other
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Service
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Wastewater
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750
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750
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-Mains
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750
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750
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600
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750
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750
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-Service
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750
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750
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600
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Water Supply
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1000
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750
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-Mains
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750
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750
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600
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750
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600
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-Service
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600
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600
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600
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Stormwater
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750
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750
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-Mains
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750
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750
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600
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750
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750
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-Service
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750
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750
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600
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750
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600
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Other Utilities
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600
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600
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600
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250
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150
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thickness layer 150mm
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Drawn
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Revised
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Designed
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Checked
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1:10
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1.3
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E. Toye
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07 / 07
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G. Young
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City Networks
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Sheet
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Plan No.
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Scale:
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of
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TRENCH CROSS SECTION FOR EXISTING ROADS & FOOTPATHS
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G:\DRAWINGS\STANDARD\Part 1 General\1.3.dwg Plotted 29 AUG 2005
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Roading Manager
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City Networks
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Checked
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Designed
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of
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Scales:
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MOBILITY CROSSING & CORNER SPLAY DETAILS
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1:200, 1:20
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T. McGlynn
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3.1
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%%UKERB RADIUS TABLE
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Scale 1:200
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Inner berm
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Boundary
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Concrete footpath
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Grass berm
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Kerb & Channel
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Radius Varies
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Radius Varies
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2.5m
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2.5m
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Revised
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.01.dwg Plotted 14 NOV 2005
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Local- Local- Collector Minor Major
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Resi Other Arterial Arterial
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Local Road-Residential
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Local Road-Industrial/Commercial
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- - 10.5m 10.5m 10.5m
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Minor Arterial
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4-6m 4-6m 4-6m 10.5m 10.5m
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13.5m 13.5m 13.5m 13.5m 13.5m
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Collector
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Specific Design
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Shading Denotes 9.0m Splay, All Other Intersections Shall be 6m Splays.
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6.0m / 9.0m
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6.0m / 9.0m
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6.0m / 9.0m
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6.0m / 9.0m
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Yellow No Stopping Lines to end 1.5m Beyond Pram Crossings
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Major Arterial
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TP
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Existing Street
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New Street
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Note: 1. For crossing in grass berm refer drawing 3.1.1A for construction details. 2. For crossing with no grass frontage refer drawing 3.1.1B for construction details. 3. Refer drawing 3.1.2 for crossing location details.
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%%UPLAN
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Refer note 3
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Refer note 3
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R. Hodgson
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10/11
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City Networks
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Roading Manager
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City Networks
0.3m Min
1 in
2
0
1.4m-1.8m
1 in
1
0 M
ax
0.5m
1 in 8 W
ith
Approval
1.42m
0.15m
0
.
1
m
0.5m
Grass Berm
Footpath
R0.5m Fillets
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AA
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SECTION "AA"
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Note: 1. Assumes Maximum transverse grade of 2% 2. Location and Use of TGSI's to be PNCC approved. 3. Sumps are to be located upstream of crossings or by PNCC approval. 4. Grass Berms < 2.3m require approach footpaths to be graded down to meet Max Slope of 1 in 10 (Refer Drawing 3.1.1B Section "BB")
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1 in 8 Max.
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No step
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LOW LEVEL
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1 in 20
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Note: 100mm thick 20MPa concrete on 100mm thick compacted AP40 basecourse.
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1 in 10 Maximum Design 1 in 8 With Approval
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R. Hodgson
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11/16
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City Networks
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Checked
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Drawn
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Plan No.
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of
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Scales:
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MOBILITY CROSSING WITH GRASS FRONTAGE
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1:50
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T. McGlynn
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3.1.1A
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Revised
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C:/Civil 3D Projects/STANDARD/Part 3 ROADING/3.1.1A.dwg Plotted:08 NOV 2016
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1.5m Min
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1.5m Min
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1.9m Min
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1.9m Min
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1 in 20
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0
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150
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35
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190
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2%%% Assumed
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0
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170
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105
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SECTION "BB"
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AA
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SECTION "AA"
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BB
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1 in 8 With Approval
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190
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1 in 10 Max
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1 in 10 Max
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1 in 8 With Approval
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Note: 1. Where max grade cannot be achieved the footpath will need to be lowered on the approaches. 2. Assumes maximum transverse grade of 2% 3. Location and Use of TGSI's to be PNCC approved. 4. Sumps are to be located upstream of crossings or by PNCC approval.
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No Step
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150mm Kerb and Channel
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Note
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100mm thick 20MPa concrete on 100mm thick compacted AP40 basecourse.
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R. Hodgson
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11/16
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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of
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Scales:
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MOBILITY CROSSING WITH NO GRASS BERM
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1:50
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T. McGlynn
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3.1.1B
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Revised
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C:/Civil 3D Projects/STANDARD/Part 3 ROADING/3.1.1B.dwg Plotted:08 NOV 2016
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Checked
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Drawn
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Designed
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Plan No.
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of
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Scales:
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3.1.2
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MOBILITY CROSSING LOCATION
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1:200
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R. Hodgson
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Revised
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.34.dwg Plotted 03 FEB 2003
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TP
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Boundary
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Face of Kerb
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Existing Street
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New Street
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Existing Street
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Existing Street
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TP
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TP
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TP
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TP
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13.5m Radius Scale 1:200
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10.5m Radius Scale 1:200
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6m Radius Scale 1:200
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Boundary
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Boundary
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Face of Kerb
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Face of Kerb
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TP
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New Street
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New Street
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Note:
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1. Refer Table on Drawing 3.1 for Corner Radii
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Roading Manager
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City Networks
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T. McGlynn
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11 / 14
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City Networks
℄
℄
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Checked
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Drawn
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Designed
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Plan No.
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of
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Sheets
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Scale:
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3.2
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INTERSECTION DETAIL
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1:250
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R. Hodgson
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Existing Footpath
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Existing Kerb & Channel
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New Footpath
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New Footpath
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New Kerb & Channel
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New Kerb & Channel
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New Sumps
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Sawcut seal
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Revised
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NOTE: This detail applies where footpath, kerb and channel is to be removed from the existing street.
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Low Spot
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New Road
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Existing Street
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New Sump
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New Sump
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New Mobility Crossings
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New Pram Crossings
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.02.dwg Plotted 14 NOV 2005
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New Mobility Crossings
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Note: All sumps to be located on upstream side of a mobility crossing.
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KEY Direction of flow
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6.0m / 9.0m
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6.0m / 9.0m
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6.0m / 9.0m
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6.0m / 9.0m
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Local- Local- Collector Minor Major
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Resi Other Arterial Arterial
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Local Road-Residential
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Local Road-Industrial/Commercial
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- - 10.5m 10.5m 10.5m
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Minor Arterial
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4-6m 4-6m 4-6m 10.5m 10.5m
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13.5m 13.5m 13.5m 13.5m 13.5m
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Collector
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Specific Design
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Shading Denotes 9.0m Splay, All Other Intersections Shall be 6m Splays.
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Major Arterial
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150mm Sloping Kerb and Channel (DWG 3.10)
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Standard Drawing with Grass Berm
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Standard Drawing with No Grass Frontage
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* 2% Max Cross Fall
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*
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#
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#
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#
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#
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Refer Drawing 3.1.2 for Mobility Crossing Locations
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#
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10 / 11
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
Checked
Drawn
Designed
Plan No.
Sheet of Sheets
Scales:
3.3
RURAL/RURAL RESIDENTIAL ROAD INTERSECTION
Not To Scale
R.Hodgson
to 2.5m
JUNCTION WITH PRIMARY ROADS
D
6.0m Seal min.
JUNCTION WITH SECONDARY ROADS
35m
Seal widening and access sealing
Edge of traffic lane.
D
1 in 10 Taper
Edge of seal
Legal boundary
1 in 10 Taper to 2.5m
Chevron Boards to MOTSAM Standard
6.0m Seal min.
Legal boundary
Sawcut Seal Edges
Sight Rails as per
standard drawing No.3.4
standard drawing No.3.4
Sight Rails as per
1 in 10 Taper1 in 10 Taper
to 2.5m
Revised
G:\D
RA
WIN
GS
\S
TA
ND
AR
D\P
art 3
R
OA
DIN
G\3
.0
3.d
wg
P
lo
tte
d 2
9 A
UG
2
00
5
Street Light
Street Light
Existing Road to be Resealed over
Total Length of Proposed Intersection.
Chip Size to Match 2nd Coat Chip
Grading
Note: Existing Pavement to be
Upgraded to Similar Standard to
New Road Unless it is Already to the
Required Standards.
Note: Existing Pavement to be
Upgraded to Similar Standard to
New Road Unless it is Already to the
Required Standards.
Existing Road to be Resealed
over Total Length of Proposed
Intersection. Chip Size to Match
2nd Coat Chip Grading
1 in
10 T
aper
R
1
5
m
Chevron Board
2.5m
2.5
m
EXISTING ROAD
Chevron Board
R
1
5
m
2.5m
2.5m
EXISTING ROAD
6m
M
in
6m
M
in
Road Marking and Lighting to approved design
Curved Roads to approved design
Chevron Boards only if approved
15m
Speed D
100Km/h 90m
90Km/h 80m
80Km/h 70m
70Km/h 60m
60Km/h 50m
1 in
10 T
aper
1 in 1
0 T
aper
04/19
H.Churton
Transport & Infrastructure
Transport & Infrastructure Manager
Infrastructure
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Checked
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Designed
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Plan No.
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Scales:
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3.3
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RURAL/RURAL RESIDENTIAL ROAD INTERSECTION (VPD 0-250)
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Not To Scale
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J.Lee
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%%uJUNCTION WITH PRIMARY ROADS%%u
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%%uJUNCTION WITH SECONDARY ROADS%%u
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Seal widening and access sealing
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Edge of traffic lane.
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1 in 10 Taper
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Edge of seal
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Legal boundary
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Chevron Boards to MOTSAM Standard
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Legal boundary
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Sawcut Seal Edges
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Sight Rails as per
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standard drawing No.3.4
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standard drawing No.3.4
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Sight Rails as per
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1 in 10 Taper
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1 in 10 Taper
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Revised
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.03.dwg Plotted 29 AUG 2005
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Street Light
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Street Light
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Existing Road to be Resealed over Total Length of Proposed Intersection. Chip Size to Match 2nd Coat Chip Grading
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Note: Existing Pavement to be Upgraded to Similar Standard to New Road Unless it is Already to the Required Standards.
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Note: Existing Pavement to be Upgraded to Similar Standard to New Road Unless it is Already to the Required Standards.
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Existing Road to be Resealed over Total Length of Proposed Intersection. Chip Size to Match 2nd Coat Chip Grading
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1 in 10 Taper
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Chevron Board
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EXISTING ROAD
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Chevron Board
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EXISTING ROAD
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Road Marking and Lighting to approved design
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Curved Roads to approved design
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Chevron Boards only if approved
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Speed D D 100Km/h 90m 90m 90Km/h 80m 80m 80Km/h 70m 70m 70Km/h 60m 60m 60Km/h 50m50m
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1 in 10 Taper
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1 in 10 Taper
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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of
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Scales:
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3.4
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Not To Scale
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E. Toye
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150 x 50
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150 x 50
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300 max. from
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Edge of Seal
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Shoulder
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200%%c Half
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Rounds
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EXISTING ROAD
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NEW ROAD
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2m
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2m
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E
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d
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g
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e
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o
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f
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S
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e
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a
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l
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Culvert
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SIGHT RAIL DETAIL
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Sight Rail
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%%uNOTES:%%u
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1. Refer also to standard
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Drawing No. 3.22 & 3.23
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2. Timber posts to be
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treated to H5 specification.
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3. Timber rails to be H3
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treated.
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Revised
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Standard Headwall if drain exceeds 1.0m depth. Refer Standard Dwg 6.6. Approved TNZ culvert slope ends. If drain is less than1.0m depth refer Standard Dwg 3.4.1.
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Min. 300 RCRRJ
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300ø min. Culvert Pipe
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RURAL ROAD/ACCESSWAY ENTRANCE - EDGE PROTECTION DRAIN DEPTH >1.0m
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.04.dwg Plotted 14 NOV 2005
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Drainage Channel
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Max. slope 1:6
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4. Hynds 'Kiwisaver' culvert ends
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may be used as an alternative,
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subject to installation to
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manufacturers specification.
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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200x150mm Concrete collar.
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Cut face at 1:6
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1. Only concrete pipes are to be used in the construction of water table culverts. Minimum diameter 300mm. 2. There are various standards currently available for the construction and completion of water table culverts. In order to standardise procedures, all culverts up to a diameter of 425mm shall be constructed as follows:
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`Z' CLASS PIPE END PROTECTIONZ' CLASS PIPE END PROTECTION
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3. The exposed end of the pipe is to be encased in hand formed reasonably dry concrete to form a 150mm thick by 200mm wide "collar" to retain any backfill and to reduce the amount of grass overhanging the end of the pipe. This collar may be omitted where it would normally be placed on the pipe collar. 4. Where the length of the cut face is greater than the length of the pipe excluding the collar, suitable precast inlet and outlet structures are to be used. 5. No concrete filled bags or similar are to be used in any No concrete filled bags or similar are to be used in any or similar are to be used in any part of a PNCC structure. 6. Hynds 'Kiwisaver' culvert ends may be used as an alternative, subject to installation to manufacturers specification.
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Water table
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Edge of seal
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300mm min.RCRRJ pipe
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TNZ approved chamfered culvert end. refer below for details.
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Rural Road or Accessway
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Rural Road
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Road Boundary
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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RURAL ROAD/ACCESSWAY ENTRANCE - EDGE PROTECTION FOR DRAIN DEPTH <1.0m
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Scale:
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Plan No.
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Sheet
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E. Toye
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Checked
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Designed
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Revised
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Drawn
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City Networks
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3.4.1
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of
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1:20
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Sheets
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.23.dwg Plotted 14 NOV 2005
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%%uSUBGRADE DRAINAGE DETAIL AT KERB%%u
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%%U600mm DISHED CHANNEL
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Approved Drainage
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Material
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110 %%c flexible PVC perforated pipe.
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NOVAFLO or similar. Connect to sump
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Scales:
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DISH CHANNEL AND SUBGRADE DRAINAGE
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1:5, 1:20
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R. Gadbaw
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3.5
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Basecourse
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Subgrade
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20 MPa Concrete
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Revised
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above outlets.
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.05.dwg Plotted 03 FEB 2003
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Note: Subgrade depth to be designed, design to be approved by PNCC * 50mm Standard * 25mm to be used as part of an accessible route
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H.R.C. fabric No. 665
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overlap all reinforcing
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150mm c/c's
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16.7% for 50mm *, 8.3% for 25mm *
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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3.6
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1:500
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R. Gadbaw
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Berm
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Footpath
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Inner Berm
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Kerb & Channel
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Inner Berm
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Footpath
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Berm
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Kerb & Channel
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R10m *
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Revised
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C for design purposes
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L
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.06.dwg Plotted 04 FEB 2003
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MINIMUM CUL-DE-SAC HEAD DESIGN STANDARDS FOR URBAN / INDUSTRIAL / RURAL ROW
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(1) Carriageway width can vary. (2) Footpath and boundary need not be concentric with kerb. (3) All radii shown are minimum radii.
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R10m *
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* Minimum Industrial Cul-de-Sac radius 15m
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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No 22
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No 20
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No 18
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No 16
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No 14
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No 23
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No 21
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No 11
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No 9
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No 7
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Central Island Parking
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12.5m Minimum Bowl Radius to Allow for Path of 11m Rigid Truck.
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2m Min
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No Kerb Side Parking Within Bowl
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CUL-DE-SAC DETAIL SERVICING MORE THAN 10 ALLOTMENTS
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Scales:
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Plan No.
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Sheet
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R. Hodgson
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Checked
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Designed
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Revised
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Drawn
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3.6.1
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of
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Not to Scale
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Sheets
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.06.1.dwg Plotted 29 AUG 2005
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Roading Manager
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City Networks
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G. Young
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11 / 07
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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3.7
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RURAL ROAD
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Not To Scale
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W.Paskwietz
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Catch water drain
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for surface water
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Ground
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watertable
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Surfacing
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Basecourse *
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Stilling basin of
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Debris berm
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TYPICAL DETAILS
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RCRRJ Culvert
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Edge of Seal
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ROADSIDE DRAINAGE
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rock mattress
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%%uSMALL CULVERT DETAIL%%U
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Fence or boundary 1m
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back from top of batter
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Culvert with
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Standard Headwall
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Compacted
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River-run
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300%%C min.
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Watercourse
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300%%C min. RCRRJ
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to headwall
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Standard Culvert Headwall
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RURAL ROAD
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Bund
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Revised
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Stilling basin of large stones or conc. filled bags
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Cut batter height greater than 4m and slope greater than 1:2.5 (Design report required)
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.07.dwg Plotted 14 NOV 2005
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Mountable kerb and channel where longtitudinal gradients exceed 1 in 10 and/or road is adjacent to cutting or embankment.
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Headwall
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Chamber with sump type cover. Pipe to headwall outlet.
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Roadside Drain
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Standard Culvert Headwall
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Fill batter 1:3
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Sub-base and filter layers *
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* To be designed, design to be approved by PNCC
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Note: Signs and Markings to be installed, and conform to MOTSAM guidelines, and be approved by PNCC
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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Grass Berm
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Pavement
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Shoulder
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1:1.5
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1:2
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1:6
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C
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L
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Subgrade
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Where longitudinal gradient of open drain exceeds 1:15 or where soil type has the potential to erode use "Enkamat W" or similar.
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NOTE: "Enkamat W" or similar to be installed to manufacturers instructions.
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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RURAL ROAD OPEN DRAIN TYPICAL DETAILS
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Scale:
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Plan No.
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Sheet
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L.S.Wright (GHD)
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Checked
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Designed
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Revised
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Drawn
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3.8
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of
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1:50
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.8.dwg Plotted 21 SEP 2004
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Scales:
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3.9
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TYPICAL CROSS SECTION
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Not To Scale
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M. Skinner
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%%uSIDE SLOPE DETAIL%%u
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C
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L
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Metal strip
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Metal strip
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Cut batter
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Fill batter
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%%uNOTES:%%u
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(ii)
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ADOPT WHICH EVER PROVIDES THE GREATER DEPTH:
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(A) 400mm BELOW THE SEAL EDGE, or
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(B) 150mm BELOW THE PAVEMENT/SUBBASE
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%%uTYPICAL CROSS SECTION%%u
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PAVEMENT DEPTH TO BE DESIGNED
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(i)
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RURAL ROAD
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Boundary 1.0m
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beyond top
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of batter
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Boundary 1.0m
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beyond top
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of batter
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6.0m Seal
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See Note iv
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18.0m min. Road Reserve to extend 1m beyond
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top of cut batter and 1m beyond toe of fill batter
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6:1
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2:1
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Exceeding
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Gas and
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Power Reserve
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Stormwater Drain
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Boundary
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DESIRED SERVICE
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%%uLOCATION (for both sides)%%u
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INTERFACE
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Min. 3:1
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Revised
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(iv) BATTER SLOPES STEEPER THAN 1.5:1 WILL REQUIRE
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ENGINEERING DESIGN
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1.5:1
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Debris Berm 30:1
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Extended Seal
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2 coat seal, Grade 3 & 5 chip
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Basecourse M4
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Sub-base AP100
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G:\DRAWINGS\STANDARD\PNCC\10.dwg Plotted 25 JUL 2001
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150 Mountable Kerb & Channel. Refer Dwg No.3.7 where gradient exceeds 1 in 10 and or road is adjacent to cutting or embankment.
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Compacted River-run in channel unless gradient exceeds 1 in 15 or where soil type has potential to erode. Use "Enkament W" or similar. Refer Standard drawing No.3.8.
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Telecom Reserve
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%%UUNKERBED
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%%UKERBED
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See Note iv
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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(Refer table 3.1 for dimensions)
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4.0%%%
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2.0%%%
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3.0%%%
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3.0%%%
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Boundary
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Boundary
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NOTE: (1) Footpaths required in urban areas only.
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C
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L
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TYPICAL CROSS SECTION
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11 / 14
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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URBAN/RURAL RESIDENTIAL/RURAL ROAD TYPICAL CROSS SECTION
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Scale:
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Plan No.
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Sheet
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L.S.Wright (GHD)
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Checked
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Designed
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Revised
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Drawn
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3.9.1
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of
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1:100
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Sheets
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.new.dwg Plotted 28 NOV 2008
Checked
Drawn
Designed
Plan No.
Sheet of Sheets
Scales:
STANDARD 125mm KERB & CHANNEL DETAILS
1:5
R.Hodgson
25
0
15
0
10
01
50
125
425
300
150mm SLOPING KERB AND CHANNEL
3.10
150mm VERTICAL KERB AND CHANNEL
25
0
15
0
10
01
50
25012575
450
Revised
C:\C
ivil 3
D P
ro
je
cts\S
TA
ND
AR
D\P
art 3
R
OA
DIN
G\3
.1
0.d
wg
P
lo
tte
d 0
7 D
EC
2
01
8
Note :
1. Sloping Kerb and channel to be used at intersections and narrow streets with approval. 2. Reinforcing to be used
on Oversised Heavies Routes with approved design.
3. Concrete to be 20MPa with the exeption of 25MPa at intersections.
R
4
0
R
2
0
20
20
20
20
T. McGlynn
12/18
Transport
Transport & Infrastructure
Transport & Infrastructure Manager
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Scales:
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1:5
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R. Hodgson
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%%uSTANDARD MOUNTABLE KERB%%u
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3.10.1
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20 MPa concrete only, specific design required for heavies routes
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Revised
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KERBS FOR TRAFFIC ISLANDS, ROUNDABOUTS & RAISED MEDIANS
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.10.dwg Plotted 29 AUG 2005
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%%USTEEP MOUNTABLE KERB
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10/11
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T. McGlynn
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City Networks
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Roading Manager
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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STORMWATER TO KERB
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Not To Scale
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W.Paskwietz
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3.11
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Sawcuts
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Concrete footpath
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100mm thk. - 17.5MPa
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Asphalt footpath
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Plaster kerb with
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3 Sand : 1 Cement
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mixed with either
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40% Araplex : 60%
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Water or Febfix.
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basecourse
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approved crushed
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Backfill trench with
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Sawcuts
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200mm trench width
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4% Crossfall
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%%uKERB OUTLET%%u
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Concrete or
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Asphalt footpath.
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30mm thk., Mix 5 or 10
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with Emulsion Tack Coat.
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Coated Grass Seed.
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75mm, sow with
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Turf or topsoil
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SDR value less than 30.
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to NZS 7643 or AS 1254 with an
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110mm %%c Stormwater pipe complying
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Boundary
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Boundary
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kerb outlet or similar
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PVC Novadrain 110
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Kerb outlet at invert
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of channel
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Revised
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.11.dwg Plotted 29 AUG 2005
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2%%% Crossfall
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Sawcuts
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2-D10 *
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2-D10 *
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* For 150mm Min Kerb and Channel Profile, Approved design required for Lower Profile kerbs
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Roading Manager
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City Networks
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T. Mcglynn
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11 / 14
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City Networks
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%%uSECTION OF LOW LEVEL FOOTPATH%%u
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Vee channel
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Scales:
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FOOTPATH DETAILS
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1:20
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R. Gadbaw
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3.12
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concrete
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%%UDETAIL OF CONCRETE FOOTPATH
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2%%% Crossfall
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2%%% Crossfall
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concrete
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TO KERB
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TO KERB
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20 MPa concrete
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Ready Mix Concrete Only
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Revised
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All footpaths are to be laid on 100mm minimum compacted approved basecourse on solid foundation (95% Standard Compaction).
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.12.dwg Plotted 10 JUN 2003
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(Excluding Vehicle Crossings)
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(Excluding Vehicle Crossings)
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Roading Manager
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City Networks
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G. Young
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07 / 07
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City Networks
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E
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C
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B
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A
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Boundary
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Driveway
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Footpath
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Vehicle Crossing
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Carriageway
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MAXIMUM CHANGE OF GRADE:
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Carriageway
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C
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Driveway
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Boundary
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A
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B
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D
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MAXIMUM CHANGE OF GRADE:
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A+B
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<10%%% (or 5.7°)
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C+D
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C-E
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<10%%% (or 5.7°)
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A+B
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<10%%% (or 5.7°)
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D-B
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<17%%% (or 9.6°)
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B+C
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<17%%% (or 9.6°)
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Vehicle Crossing
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(Ref. Dwg 3.17)
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(Refer Dwg 3.17)
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NOTE - 1. Sourced from NZS 4404:2004 2. A, B, C & D refer to the gradients expressed either as a percentage or in degrees. 3. Low slung cars with ground effect features may not meet the criteria assumed in this design guide. 4. LTSA document: Light Vehicle Sizes and Dimensions: Street Survey Results and Parking Space Requirements - Road and Traffic Standards Information No. 35, June 1994 June 1994 June 1994 contains more information about the 90th and 99th percentile vehicles. contains more information about the 90th and 99th percentile vehicles. 5. Buses require lower clearance value of (A+B) of 6% or 3.4°. of 6% or 3.4°.of 6% or 3.4°.
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<10%%% (or 5.7°)
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LOW LEVEL FOOTPATH
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STANDARD FOOTPATH
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D
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B+C
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<17%%% (or 9.6°)
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1
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--
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C
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D
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DETAIL
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1:
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1
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--
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50
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Roading Manager
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City Networks
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T. McGlynn.
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11 / 14
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City Networks
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MAXIMUM BREAKOVER ANGLES FOR VEHICULAR ACCESS TO PROPERTY
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Scale:
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Plan No.
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Sheet
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R. Hodgson
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Checked
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Designed
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Revised
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Drawn
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3.13
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of
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1:50 (A4)
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Sheets
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Kerb & Channel to be removed
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and replaced with 200mm Channel
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Kerb reduced to 20mm
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above channel for length
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of Vehicle Crossing.
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Boundary Line
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3m
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Crossing sub-base to be compacted metal to achieve a sound foundation.
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as per Dwg 3.16.
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20 MPa Concrete to be used for Vehicle Crossing.
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665 Reinforcing to be placed 50mm from bottom of crossing.
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Sawcut
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Sawcut
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Sawcut
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Boundary Line
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Light broom finish on surface.
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Hotmix Footpath
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This Section of the crossing
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is for pedestrians and will match the crossfall of the adjacent footpath and not exceed 2%. If maintaining the required crossfall through the pedestrian section of the vehicle crossing is not able to be obtained, specific design will be required which includes the adjacent footpath being ramped up/down to meet it at no greater than 1:12(8%). This design will require approval of the Roading Manager.
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2%%% Max
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Crossings greater than 3.0m may require separate resource consent under the District Plan
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dsads
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Thick
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MPa
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Min CBR
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Residential
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150
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20
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5
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Commercial
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200
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25
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5
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Industrial
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300
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30
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5
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LANE WIDTH
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X
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Y
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>5m
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1.5
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0.3m
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4m-5m
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1.5
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0.75m
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3m-4m
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1.5
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1.2m
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<3m
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1.5
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Specific Design
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Lane width = face of kerb to road centreline or edge of median
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DISH VEHICLE CROSSING DETAILS (Hotmix Footpath)
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Sheet
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Scale:
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Plan No.
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Designed
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Checked
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Revised
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Drawn
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3.14
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of
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1:5
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Sheets
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C:/Civil 3D Projects/STANDARD/Part 3 ROADING/3.14.dwg Plotted:08 NOV 2016
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T. McGlynn
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11 / 16
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City Networks
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R. Hodgson
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scale:
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DISH VEHICLE CROSSING (BERM & FOOTPATH)
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Not To Scale
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over 0.3m
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Boundary Line
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Berm
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Berm
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Revised
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This Section of crossing to match cross fall of footpath, not to exceed 2%.
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665 HRC mesh to be placed 50mm from base of crossing.
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Kerb reduced to 20mm above channel for length of Vehicle Crossing. (See Dwg No. 3.16).
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Kerb & Channel to be removed and replaced with 200mm channel as per standard Drawing No. 3.16No. 3.16 3.163.16
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.14.dwg Plotted 21 Jul 2006
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Sawcut
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Sawcut
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Sawcut
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Berm
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Berm
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Footpath to be replaced if expansion joint within 1m of crossing
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Concrete Footpath
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Concrete Footpath
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Crossing & footpath to be compacted metal to achieve sound foundation.
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3.14
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3.13
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A
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A
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Light broom finish on surface
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This Section of the crossing
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is for pedestrians and will match the crossfall of the adjacent footpath and not exceed 2%. If maintaining the required crossfall through the pedestrian section of the vehicle crossing is not able to be obtained, specific design will be required which includes the adjacent footpath being ramped up/down to meet it at no greater than 1:12(8%). This design will require approval of the Roading Manager.
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Crossings greater than 3.0m may require separate resource consent under the District Plan
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dsads
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Thick
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MPa
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Min CBR
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Residential
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150
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20
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5
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Commercial
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200
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25
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5
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Industrial
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300
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30
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5
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LANE WIDTH
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X
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Y
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>5m
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0.3
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0.3m
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4m-5m
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0.3
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0.75m
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3m-4m
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0.3
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1.2m
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<3m
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0.3
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Specific Design
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Lane width = face of kerb to road centreline or edge of median
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Roading Manager
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City Networks
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G. Tong
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12 / 08
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City Networks
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R. Hodgson
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3.15
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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1:5
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45%%D Chamfer
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Carriageway
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Crossing
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Revised
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H.R.C. 665 mesh reinforcement. overlap all reinforcement 150mm centres.
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Compacted metal to be designed and approved by PNCC prior to construction.
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Sub-base depth to obtain C.B.R. of 7 (refer note)
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Mix 10AC on AP40 M4(TNZ) Basecourse
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Sawcut
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Note : All steel to have 50mm min cover.
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C.B.R. of less than 7 requires PNCC approved design.
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Roading Manager
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City Networks
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Note Residential 20MPa, X=150mm thick certified concrete only. Commercial 25MPa, X=200mm thick certified concrete only. Industrial 30MPa, X=300mm thick certified concrete only.
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DISH VEHICLE CROSSING - CHANNEL DETAIL
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SECTION 'A'-'A'
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G:/Civil 3D Projects/STANDARD/Part 3 ROADING/3.16.DWG Plotted:14 MAY 2009STANDARD/Part 3 ROADING/3.16.DWG Plotted:14 MAY 2009/Part 3 ROADING/3.16.DWG Plotted:14 MAY 2009
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T. McGlynn
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11 / 16
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City Networks
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R. Hodgson
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3.16
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%%USTANDARD CONCRETE VEHICLE CROSSING
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Section of footpath, crossfall not to exceed 2%
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20mm step with 45° chamfer.For Vertical Kerb and Channel See Std Dwg No. 3.16
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Boundary Line
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600
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Berm
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%%uLOW LEVEL CONCRETE VEHICLE CROSSING%%u
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Carriageway
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20mm step with 45° chamfer.For Vertical Kerb and Channel See Std Dwg No. 3.16
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Vehicle Crossings Notes: (1) Concrete ramp reinforced with HRC 665 mesh, 50mm Concrete ramp reinforced with HRC 665 mesh, 50mm from bottom of crossing. (2) Refer DWG 3.13 for breakover angles. Refer DWG 3.13 for breakover angles. for breakover angles. (3) Crossing sub-base to be compacted metal to achieve Crossing sub-base to be compacted metal to achieve a sound foundation Refer Note. (4) Sub-base depth to obtain C.B.R. of 7. Sub-base depth to obtain C.B.R. of 7. C.B.R. of less than 7 requires PNCC approved design.
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Carriageway
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DISH VEHICLE CROSSING - CROSS SECTIONS
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Sheet
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Scale:
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Plan No.
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R.Hodgson
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Designed
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Checked
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Revised
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Drawn
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of
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Not to Scale
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Sheets
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Note: Residential 20MPa, 150mm thick certified concrete only. Commercial 25MPa, 200mm thick certified concrete only. Industrial 30MPa, 300mm thick certified concrete only.
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T. McGlynn
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11 / 16
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City Networks
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3.17
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C:/Civil 3D Projects/STANDARD/Part 3 ROADING/3.17.DWG Plotted:21 NOV 2016
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This Section of the crossing
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is for pedestrians and will match the crossfall of the adjacent footpath and not exceed 2%. If maintaining the required crossfall through the pedestrian section of the vehicle crossing is not able to be obtained, specific design will be required which includes the adjacent footpath being ramped up/down to meet it at no greater than 1:12(8%). This design will require approval of the Roading Manager.
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3m
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300
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300
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Boundary Line
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Berm
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Berm
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Crossing sub-base to be compacted to achieve a sound foundation
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Sawcut
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Sawcut
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Sawcut to be agreed on site
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Boundary Line
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Berm
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Berm
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Concrete
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Footpath
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Concrete
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Footpath
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2.0%%%
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Crossfall
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2.0%%%
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Crossfall
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placed 50mm from
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665 Reinforcement to be
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Kerb & Channel to be removed and replaced with 300mm channel as per standard Drawing No. 3.19 Galvanized Mesh Plates - Residential only. Cast Iron Solid Plates - Commercial and Industrial only.
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Light broom finish to surface.
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base of crossing.
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3m
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Crossings greater than 3m may require separate resource consent under the District Plan
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dsads
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Thick
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MPa
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Min CBR
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Residential
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150
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20
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5
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Commercial
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200
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25
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5
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Industrial
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300
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30
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5
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LANE WIDTH
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X
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Y
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>5m
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0.3
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0.3m
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4m-5m
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0.3
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0.75m
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3m-4m
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0.3
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1.2m
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<3m
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0.3
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Specific Design
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Lane width = face of kerb to road centreline or edge of median
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PLATE VEHICLE CROSSING
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Plan No.
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Scale:
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Sheet
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A.Sheraaz
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Checked
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Designed
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Drawn
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Revised
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Sheets
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of
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1:5
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Roading Manager
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City Networks
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G. Tong
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12 / 08
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City Networks
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3.18
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residential crossing
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Concrete slab as per
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(continuous pour).
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665 mesh
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10
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Carriageway
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Crossing
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Carriageway
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For Commercial, Industrial & CBD areas - use Heavy Duty Cast Iron Plates, and others use Galvanized Mesh Plates.
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D10 rods 500mm long hooks at 300crs
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PLATE VEHICLE CROSSING - CHANNEL DETAIL
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Plan No.
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Scale:
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A.Sheraaz
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Revised
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Checked
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Drawn
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Designed
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Sheet
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Not to Scale
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of
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Sheets
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%%uNOTES:%%u
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a. All plates to be 760 x 410 x 30. b. Plates to be plastered into place (epoxy) 10mm below concrete surface. c. All steel to have 50mm min. cover. d. Residential - Heavy duty galvanised mesh plate. Commercial / Industrial - Heavy duty Cast Iron solid plate
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Note: Residential 20MPa, 150mm thick certified concrete only. Commercial 25MPa, 200mm thick certified concrete only. Industrial 30MPa, 300mm thick certified concrete only.
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Roading Manager
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City Networks
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T. McGlynn
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11 / 14
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City Networks
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3.19
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scale:
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Not To Scale
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A.Sheraaz
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Kerb graded down for 0.3m
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Boundary Line
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3m
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125 x 250 Nib Kerb
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with 2-D12 Bars.
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125 x 250 Nib Kerb
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with 2-D12 Bars.
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Berm
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Berm
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250
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125
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50
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50
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150
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=
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=
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A
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A
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2-D12 Bars.
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Revised
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80mm thick (Minimum) paving blocks with paveseal or similar after completion of crossing.
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3m
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X
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X
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Kerb & Channel to be removed and replaced with 150mm channel as per standard Drawing No. 3.16
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300mm compacted AP40 crushed basecourse (increase where CBR <5) 25mm compacted sand.
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NIB KERB PROFILE 'A-A'
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Boundary Line
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Berm
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Berm
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Footpath
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Paved
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Paved
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Footpath
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This Section of the crossing
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is for pedestrians and will match the crossfall of the adjacent footpath and not exceed 2%. If maintaining the required crossfall through the pedestrian section of the vehicle crossing is not able to be obtained, specific design will be required which includes the adjacent footpath being ramped up/down to meet it at no greater than 1:12(8%). This design will require approval of the Roading Manager.
AutoCAD SHX Text
Crossings greater than 3m may require separate resource consent under the District Plan
AutoCAD SHX Text
dsads
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Thick
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MPa
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Min CBR
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Residential
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150
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20
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5
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Commercial
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200
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25
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5
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Industrial
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300
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30
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5
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LANE WIDTH
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X
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Y
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>5m
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0.3
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0.3m
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4m-5m
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0.3
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0.75m
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3m-4m
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0.3
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1.2m
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<3m
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0.3
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Specific Design
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Lane width = face of kerb to road centreline or edge of median
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Y
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Y
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PAVED VEHICLE CROSSING (FOR EXISTING PAVED AREAS ONLY)
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Roading Manager
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City Networks
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T. McGlynn
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11 / 14
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City Networks
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3.20
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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Not To Scale
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A.Sheraaz
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%%uSECTION A-A%%u
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665 H.R.C.
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reinforcing.
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AP100 River run
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Boundary line
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'A'
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'A'
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Existing Kerb & Channel
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Existing crossing
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Revised
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12mm deformed starter rods ,250mm long, at 400 crs., 150mm exposed - 100mm drilled and epoxied to existing.(Ramset or Similar)
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Existing Crossing 665 mesh reinforcement.
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Tied
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Repaired Section 800mm Min
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Repaired section 800mm Min
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500mm Min
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Service Pipe
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Note: Residential 20MPa, 150mm thick certified concrete only. Commercial 25MPa, 200mm thick certified concrete only. Industrial 30MPa, 300mm thick certified concrete only.
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REPAIR OF VEHICLE CROSSING - GENERAL POSITION
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Roading Manager
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City Networks
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G. Tong
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12 / 08
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City Networks
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3.21
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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Not To Scale
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S. Edwards
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%%uSECTION A-A%%u
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665 H.R.C.
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reinforcing.
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AP100 River run
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Boundary line
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'A'
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'A'
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Existing Kerb & Channel
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Existing crossing
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Revised
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12mm deformed starter rods ,250mm long, at 400 crs, 150mm exposed - 100mm drilled and epoxied to existing.(Ramset or Similar)
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Existing Crossing 665 mesh reinforcement.
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Tied
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Repaired Section 600mm Min
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Repaired section 600mm Min
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300mm Min
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Service Pipe
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RESIDENTIAL VEHICLE CROSSING DETAIL FOR THE UFB FIBRE INSTALLATION
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Programme Team Leader
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City Networks
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T. McGlynn
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11 / 14
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City Networks
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3.21.1A
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REINSTATEMENT REQUIREMENTS
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Note: Residential 20MPa, 150mm thick certified concrete only. Commercial 25MPa, 200mm thick certified concrete only. Industrial 30MPa, 300mm thick certified concrete only.
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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Not To Scale
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S. Edwards
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%%USECTION B-B
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665 H.R.C.
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reinforcing.
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AP100 River run
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Boundary line
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'B'
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'B'
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Existing Kerb & Channel
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Existing crossing
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Revised
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12mm deformed starter rods ,250mm long, at 400 crs, 150mm exposed - 100mm drilled and epoxied to existing.(Ramset or Similar)
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Existing Crossing 665 mesh reinforcement.
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Tied
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Service Pipe
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If less than 1.0m from any edge
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or joint then reinstate to edge
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Not less than 1.0m between
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surface cuts
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150mm shoulder Min
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Excavation bigger than
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400mm x 400mm
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Footpath edgeline
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Trenching in centre of crossing
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to be finished to the footpath
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Not less than 1.0m
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between surface cuts
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RESIDENTIAL VEHICLE CROSSING DETAIL FOR THE UFB FIBRE INSTALLATION
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Programme Team Leader
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City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
11 / 14
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City Networks
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3.21.1B
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REINSTATEMENT REQUIREMENTS
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Note: Residential 20MPa, 150mm thick certified concrete only. Commercial 25MPa, 200mm thick certified concrete only. Industrial 30MPa, 300mm thick certified concrete only.
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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Not To Scale
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W.Paskwietz
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3.22
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RURAL VEHICLE CROSSING - ONE LOT
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300mm min. RCRRJ pipe
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Road reserve
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boundary
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Sealed
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Carriageway
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Entranceway
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See NOTE 4
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Water table
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Edge of seal
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Edge of seal
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at least 500mm either side. A larger diameter culvert may be required
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to be installed in the existing water table beneath the entrance extending
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A minimum 300%%C rubber ring jointed reinforced concrete culvert
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The minimum pavement depth to be designed.
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sealed. The seal to be contiguous to the main carriageway seal. A two
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The entrance must be sealed to the road reserve boundary if the road is
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in certain circumstances.
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coat chip seal of Grade 3 and 5 chip is required.
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3.
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%%uNOTES:%%u
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2.
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1.
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C
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L
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C
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L
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Min.
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Refer Standard Drawing 3.4 and 3.4.1.
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4.
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Revised
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G:\DRAWINGS\STANDARD\PNCC\23.DWG Plotted 01 AUG 2001
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Standard Headwall if drain exceeds 1.0m depth. Refer Standard Dwg 6.6. Approved TNZ culvert slope ends. If drain is less than1.0m depth refer Standard Dwg 3.4.1.
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Cattlestop or gate
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is the responsibility of the
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property owner.
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Gate loacation recessed to avoid vehicle queuing on carriageway.
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Roading Manager
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City Networks
AutoCAD SHX Text
G. Young
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07 / 07
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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Not To Scale
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W.Paskwietz
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3.23
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RURAL VEHICLE CROSSING 2 - 4 LOTS
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Entranceway
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See NOTE 4
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Cattlestop or gate
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is the responsibility of the
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property owner.
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Water table
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Edge of seal
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300mm min. %%C RCRRJ Pipe
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Road reserve
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Sealed
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L
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C
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L
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C
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Edge of seal
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Carriageway
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boundary
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Sight Rails as per
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Drawing 3.4
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Min.
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Revised
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G:\DRAWINGS\STANDARD\PNCC\24.DWG Plotted 01 AUG 2001
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at least 500mm either side. A larger diameter culvert may be required
AutoCAD SHX Text
to be installed in the existing water table beneath the entrance extending
AutoCAD SHX Text
A minimum 300%%C rubber ring jointed reinforced concrete culvert
AutoCAD SHX Text
The minimum pavement depth to be designed.
AutoCAD SHX Text
sealed. The seal to be contiguous to the main carriageway seal. A two
AutoCAD SHX Text
The entrance must be sealed to the road reserve boundary if the road is
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in certain circumstances.
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coat chip seal of Grade 2 and 4 chip is required.
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3.
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%%uNOTES:%%u
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2.
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1.
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Refer Standard Drawing 3.4 and 3.4.1.
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4.
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Standard Headwall if drain exceeds 1.0m depth. Refer Standard Dwg 6.6. Approved TNZ culvert slope ends. If drain is less than1.0m depth refer Standard Dwg 3.4.1.
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Gate loacation recessed to avoid vehicle queuing on carriageway.
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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3.24
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BUSINESS AND INDUSTRIAL SERVICE LANE, AND ACCESS TO REAR LOT
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1:25
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R. Gadbaw
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4m - 6m Business Service Lane
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1 in 30 crossfall
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Notes:
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1.
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2.
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3.
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Pavement metal depths to be designed.
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Retain edges of surfacing if required for
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that type of surface.
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Wastewater, Stormwater and water services must
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be appropriately sized. All services may be
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laid in a common trench provided the
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required clearances between services are
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maintained.
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TYPICAL CROSS SECTION
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6m Industrial Service Lane
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Revised
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Concrete Nib
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Kerb and Channel if required
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25mm Asphaltic Concrete (mix 10)
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100mm M4 Basecourse
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Subbase depth to be designed (See note 4)
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.24.dwg Plotted 14 NOV 2005
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4
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Subject to CBR Minimum of 5
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5
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Kerb and channel detail to be approved
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Roading Manager
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City Networks
AutoCAD SHX Text
T. McGlynn
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11 / 14
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City Networks
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Footpath
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Removable Bollard placed centrally
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Refer details Standard Drawing 3.1.1A/B
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Boundary
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Boundary
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Pedestrian/Cycleway access.
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Standard kerb and channel
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Boundary
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Removable Bollard
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Boundary
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Footpath sump refer Standard Drawing 6.3.
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2.0% Fall
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2.0% Fall
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2.0% Fall
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2.0% Fall
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2.0%%%
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2.0%%%
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FRONT ELEVATION
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PLAN
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For typical Cross Section through Pedestrian/Cycleway refer Standard Drawing 3.25.1.
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Road
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Footing to be constructed to manufacturers specifications.
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PEDESTRIAN/CYCLEWAY ACCESSWAY BARRIER AND CROSSING
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Scale:
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Plan No.
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Sheet
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L.S.Wright
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Checked
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Designed
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Revised
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Drawn
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3.25
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of
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1:50
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Sheets
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.new.dwg Plotted 21 SEP 2004
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Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T. McGlynn
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11 / 14
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City Networks
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Boundary
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2.0%%%
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2.0%%%
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100mm thick 20MPa concrete
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100mm minimum compacted AP40 basecourse to 95% standard compaction.
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Boundary
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Footpath sump refer details Standard Drawing 6.3.
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TYPICAL CROSS SECTION
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PEDESTRIAN/CYCLEWAY ACCESSWAY CROSS SECTION DETAILS
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Scale:
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Plan No.
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Sheet
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L.S.Wright (GHD)
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Checked
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Designed
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Revised
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Drawn
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3.25.1
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of
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1:25
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Sheets
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.new.dwg Plotted 21 SEP 2004
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Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales: 1:200
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3.26
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BUS BAY DESIGN
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V.Kumarasamy
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Bus Stop Sign
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kerbline
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if parking
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not
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permitted
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kerbline
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if parking
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permitted
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Line of
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bus edge
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Offsets
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from this
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line
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20m RAD
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20m RAD
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10m RAD
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10m RAD
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Parking when
AutoCAD SHX Text
permitted.
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Parking when permitted
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o/s nil
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o/s 0.220
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o/s 0.860
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o/s 2.580
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o/s 2.890
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o/s 3.000
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o/s 3.000
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o/s 2.740
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o/s 2.000
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o/s 0.560
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o/s nil
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o/s nil
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o/s 0.610
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o/s 2.340
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o/s 3.220
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o/s 3.500
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o/s 3.500
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o/s 3.390
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o/s 3.080
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o/s 0.840
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o/s 0.220
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o/s nil
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Line of
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bus edge
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Offsets from
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this line
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20m RAD
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permitted
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not
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if parking
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kerbline
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kerbline
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if parking
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permitted
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Bus Stop Sign
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20m RAD
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10m RAD
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10m RAD
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+12m each extra bus
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Parking when
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permitted.
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Parking when permitted
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%%u3.0m BUS BAY%%u
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%%u3.5m BUS BAY%%u
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Revised
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.26.dwg Plotted 03 FEB 2003
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
AutoCAD SHX Text
Drawn
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Designed
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Plan No.
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Sheet
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of
AutoCAD SHX Text
Sheets
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Scales:
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3.27
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URBAN RESIDENTIAL ACCESS TO REAR LOTS
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1:25
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R. Gadbaw
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3.50 min. 2-3 Lots
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20
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1 in 30 x-fall
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Notes:
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1.
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2.
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3.
AutoCAD SHX Text
Pavement formation depths to be designed.
AutoCAD SHX Text
Wastewater, Stormwater and water services must
AutoCAD SHX Text
be appropriately sized. All services may be
AutoCAD SHX Text
laid in a common trench provided the
AutoCAD SHX Text
required clearances between services are
AutoCAD SHX Text
maintained.
AutoCAD SHX Text
ONE - THREE LOTS
AutoCAD SHX Text
BDY
AutoCAD SHX Text
Subbase minimum depth to obtain C.B.R. of 7*.
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Basecourse 100mm
AutoCAD SHX Text
Subbase 150mm min.
AutoCAD SHX Text
665 mesh
AutoCAD SHX Text
150mm Concrete (20MPa)
AutoCAD SHX Text
Clay Subgrade
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CONCRETE ALTERNATIVE
AutoCAD SHX Text
Note: Concrete ROW's may be
AutoCAD SHX Text
drained to centre.
AutoCAD SHX Text
Common Services Trench
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(Note 3)
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Revised
AutoCAD SHX Text
BDY
AutoCAD SHX Text
Concrete Nib if required
AutoCAD SHX Text
River Run Backfill
AutoCAD SHX Text
Kerb and Channel if required
AutoCAD SHX Text
Surfacing - 2 coat chipseal, sizes 3 & 5 or 20mm asphaltic concrete (mix 10)
AutoCAD SHX Text
Min. 150mm Riverrun metal AP100 compacted to achieve 95% Standard Compaction.
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 3 ROADING\3.28.dwg Plotted 14 NOV 2005
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2 coat chipseal
AutoCAD SHX Text
Grade 3/5
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4.
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Plan and gradient designs are to comply with
AutoCAD SHX Text
NZS 4404 2010, with specific regard to passing
AutoCAD SHX Text
bays, max grades, crossfalls and turning heads.
AutoCAD SHX Text
*.
AutoCAD SHX Text
C.B.R. of less than 7 requires PNCC approved design.
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
11 / 14
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
AutoCAD SHX Text
Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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3.27.1
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SHARED ACCESS FOR 2-3 LOTS
AutoCAD SHX Text
1:25
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R. Hodgson
AutoCAD SHX Text
Revised
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.27.1.dwg Plotted 07 APR 2009
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EXAMPLES OF SHARED ACCESSES. RIGHT OF WAY TO BE CONSTRUCTED FOR FULL LENGTH OF SHARED ACCESS.
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LOT 3
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LOT 1
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LOT 2
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LOT 2
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LOT 1
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Shared Access 3 Lots
AutoCAD SHX Text
Shared Access 2 Lots
AutoCAD SHX Text
R.O.W.
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Note. Berm Indicative Only
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Note. Berm Indicative Only
AutoCAD SHX Text
R.O.W.
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
04 / 09
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Designed
AutoCAD SHX Text
Plan No.
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Sheet
AutoCAD SHX Text
of
AutoCAD SHX Text
Sheets
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Scales:
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3.28
AutoCAD SHX Text
RESIDENTIAL ACCESS TO REAR LOTS
AutoCAD SHX Text
1:25
AutoCAD SHX Text
E. Toye
AutoCAD SHX Text
FOUR - SIX LOTS
AutoCAD SHX Text
Revised
AutoCAD SHX Text
BDY
AutoCAD SHX Text
Concrete Nib
AutoCAD SHX Text
20
AutoCAD SHX Text
1 in 30 x-fall
AutoCAD SHX Text
River Run Backfill
AutoCAD SHX Text
Kerb and Channel if required
AutoCAD SHX Text
BDY
AutoCAD SHX Text
Common Services Trench
AutoCAD SHX Text
Basecourse 100 M4
AutoCAD SHX Text
Subbase 150mm min.
AutoCAD SHX Text
(Note 3)
AutoCAD SHX Text
Subbase minimum depth to obtain C.B.R. of 7*.
AutoCAD SHX Text
Pavement formation depths to be designed.
AutoCAD SHX Text
Notes:
AutoCAD SHX Text
1.
AutoCAD SHX Text
required clearances between services are
AutoCAD SHX Text
laid in a common trench provided the
AutoCAD SHX Text
be appropriately sized. All services may be
AutoCAD SHX Text
Wastewater, Stormwater and water services must
AutoCAD SHX Text
Concrete pavers are acceptable.
AutoCAD SHX Text
3.
AutoCAD SHX Text
maintained.
AutoCAD SHX Text
150mm Concrete (20MPa)
AutoCAD SHX Text
665 mesh
AutoCAD SHX Text
Clay Subgrade
AutoCAD SHX Text
2.
AutoCAD SHX Text
Surfacing - 2 coat chipseal, sizes 3 & 5 or 20mm asphaltic concrete (mix 10)
AutoCAD SHX Text
Min. 150mm Riverrun metal AP100 compacted to achieve 95% Standard Compaction.
AutoCAD SHX Text
drained to centre.
AutoCAD SHX Text
Note: Concrete ROW's may be
AutoCAD SHX Text
CONCRETE ALTERNATIVE
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 3 ROADING\3.29.dwg Plotted 14 NOV 2005
AutoCAD SHX Text
2 coat chipseal grade 3/5
AutoCAD SHX Text
4.
AutoCAD SHX Text
Plan and gradient designs are to comply with
AutoCAD SHX Text
NZS 4404 2010, with specific regard to passing
AutoCAD SHX Text
bays, max grades, crossfalls and turning heads.
AutoCAD SHX Text
*.
AutoCAD SHX Text
C.B.R. of less than 7 requires PNCC approved design.
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
11 / 14
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Designed
AutoCAD SHX Text
Plan No.
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Sheet
AutoCAD SHX Text
of
AutoCAD SHX Text
Sheets
AutoCAD SHX Text
Scales:
AutoCAD SHX Text
3.29
AutoCAD SHX Text
RURAL - ACCESS TO REAR LOTS
AutoCAD SHX Text
1:5
AutoCAD SHX Text
R. Gadbaw
AutoCAD SHX Text
2 Coat Chip Seal, grade 2 and grade 4.
AutoCAD SHX Text
Metal depth to be designed
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1:6
AutoCAD SHX Text
1:6
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
Subgrade
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%%U1 LOT RURAL
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1 in 30
AutoCAD SHX Text
1 in 30
AutoCAD SHX Text
1:2.5
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1:2.5 Max
AutoCAD SHX Text
BDY
AutoCAD SHX Text
BDY
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%%U2-4 LOTS RURAL
AutoCAD SHX Text
Metal depth to be designed
AutoCAD SHX Text
2 Coat Chip Seal, grade 3 and grade 5.
AutoCAD SHX Text
Revised
AutoCAD SHX Text
Subbase 150mm AP100 min.
AutoCAD SHX Text
Basecourse 100mm M4 min.
AutoCAD SHX Text
Notes: 1. For batter slopes exceeding 2.5:1, Engineering design report will be required. 2. Drainage details as for rural road. Refer standard drawings 3.4 & 3.7. 3. Plan and gradient designs are to comply with NZS 4404 2010, with specific regard to passing bays, max grades, crossfalls and turning heads.
AutoCAD SHX Text
Subbase 150mm AP100 min.
AutoCAD SHX Text
Compacted Quarried Rock in channel
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
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1:6
AutoCAD SHX Text
1:2.5
AutoCAD SHX Text
1:6
AutoCAD SHX Text
1:2.5 Max
AutoCAD SHX Text
Basecourse 100mm M4 min.
AutoCAD SHX Text
C:/Civil 3D Projects/STANDARD/Part 3 ROADING/3.29.dwg Plotted:08 NOV 2016
AutoCAD SHX Text
BDY
AutoCAD SHX Text
BDY
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
min.
AutoCAD SHX Text
#
AutoCAD SHX Text
#
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Compacted Quarried Rock in channel
AutoCAD SHX Text
#
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1m level platform at top or toe where bank height H is greater than 1.5m. (Not required where batter is less than 1 in 3.5)
AutoCAD SHX Text
min.
AutoCAD SHX Text
The minimum reserve width of 6.0m must be increased to include cut and fill batters and roadside drainage.
AutoCAD SHX Text
The minimum reserve width of 5.0m must be increased to include cut and fill batters and roadside drainage.
AutoCAD SHX Text
* 1
AutoCAD SHX Text
* 1
AutoCAD SHX Text
* 2
AutoCAD SHX Text
* 2
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
AutoCAD SHX Text
of
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Sheets
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Scales:
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3.30
AutoCAD SHX Text
STEEL LIGHTING COLUMNS FOR STREETS
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
R.H.
AutoCAD SHX Text
3.60m
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Gear Opening
AutoCAD SHX Text
Ground Level
AutoCAD SHX Text
Cable Entry
AutoCAD SHX Text
3.60m
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
34mm O.D.
AutoCAD SHX Text
Spigot
AutoCAD SHX Text
Min. MOUNTING
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
7.3
AutoCAD SHX Text
OUTREACH
AutoCAD SHX Text
0.9
AutoCAD SHX Text
ELEMENTS
AutoCAD SHX Text
UTILISED
AutoCAD SHX Text
0-2
AutoCAD SHX Text
2
AutoCAD SHX Text
PLANT
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
1.3
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/
AutoCAD SHX Text
1
AutoCAD SHX Text
Revised
AutoCAD SHX Text
C:\Civil 3D Projects\STANDARD\Part 3 ROADING\3.31.dwg Plotted 03 FEB 2003
AutoCAD SHX Text
100mm thick concrete mowing strip (17.5MPa).
AutoCAD SHX Text
100
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Rhino Lining
AutoCAD SHX Text
Columns to be installed to CSP Specifications, luminaires are to meet the AS/NZS1158.6 Standard and are to be included and certified by the NZTA M30 Standard. All street lighting in new subdivisions to be LED
AutoCAD SHX Text
Note:
AutoCAD SHX Text
LED luminaire tilt angles as per design 0° - 5° Max.
AutoCAD SHX Text
*:
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R.C.
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11 / 17
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
AutoCAD SHX Text
of
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Sheets
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Scales:
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3.31
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RAISED GARDENS
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
R. Gadbaw
AutoCAD SHX Text
Material
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Riverrun AP100
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Seal
AutoCAD SHX Text
Concrete Base
AutoCAD SHX Text
2 D12 reinforcing
AutoCAD SHX Text
Topsoil
AutoCAD SHX Text
Revised
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.33.dwg Plotted 03 FEB 2003
AutoCAD SHX Text
Basecourse
AutoCAD SHX Text
Provide 100mm wide mowing strip for grassed area.
AutoCAD SHX Text
600mm max within 40m of intersections, between vehicle crossings and inside of bends
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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3.31.1
AutoCAD SHX Text
STREET TREE PLAN
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
S.C. / R.H.
AutoCAD SHX Text
Revised
AutoCAD SHX Text
C:/Civil 3D Projects/STANDARD/Part 3 ROADING/3.31.1.dwg Plotted:08 NOV 2016
AutoCAD SHX Text
POSITIONAL DETAIL - NOVA FLOW -
AutoCAD SHX Text
POSITIONAL DETAIL - FERTILISER TABLETS -
AutoCAD SHX Text
Tie (x2) Firmly Secured to Post
AutoCAD SHX Text
Stake (x2) 1500mmx 50mmx50mm
AutoCAD SHX Text
65mm Perforated Novaflo
AutoCAD SHX Text
Fertilser Tablets 100GM (x4)
AutoCAD SHX Text
Backfill
AutoCAD SHX Text
NOTE: STAKES AND TIES MUST BE PALMERSTON NORTH CITY COUNCIL APPROVED
AutoCAD SHX Text
Fertilser Tablets 100GM (x4)
AutoCAD SHX Text
65mm Perforated Novaflo
AutoCAD SHX Text
Tree Base
AutoCAD SHX Text
Tree Trunk
AutoCAD SHX Text
Stakes (x2)
AutoCAD SHX Text
Tree Trunk
AutoCAD SHX Text
Edge- Dug hole
AutoCAD SHX Text
Stakes (x2)
AutoCAD SHX Text
Novaflo exits (x2)
AutoCAD SHX Text
Novaflo exits (x2)
AutoCAD SHX Text
Murray Phillips
AutoCAD SHX Text
11 / 16
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SIDE ELEVATION
AutoCAD SHX Text
30mPa Concrete
AutoCAD SHX Text
Existing Manhole
AutoCAD SHX Text
Manhole Frame
AutoCAD SHX Text
Manhole Lid
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
Existing Seal
AutoCAD SHX Text
5mm Grade 4 Chipseal or 25mm THK M10 AC to match Existing Surface
AutoCAD SHX Text
D16 Welded Rings with D12 Radial Ties - 350 Crs
AutoCAD SHX Text
D16 Welded Rings with D12 Radial Ties - 350 Crs
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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3.32
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STORMWATER & SEWER ACCESS CHAMBER LID SECURING DETAILS
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
R. Hodgson
AutoCAD SHX Text
Revised
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 3 ROADING\3.32.dwg Plotted 18 JUL 2007
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
M. Skinner
AutoCAD SHX Text
11 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Mill out 20-25mm of Existing Pavement, Provide Bitumen Membrane Coat Prior to Resurfacing
AutoCAD SHX Text
Existing Kerb and Channel
AutoCAD SHX Text
Nominal 20mm THK M10 AC Overlay
AutoCAD SHX Text
Existing Pavement Surface
AutoCAD SHX Text
Top of Compacted Resurfacing to Match Channel Lip
AutoCAD SHX Text
Cul-De-Sac
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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3.33
AutoCAD SHX Text
ASPHALTIC CONCRETE RESURFACING CUL-DE-SAC BOWLS
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
R. Hodgson
AutoCAD SHX Text
Revised
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 3 ROADING\3.33.dwg Plotted 18 JUL 2007
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
11 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Cast Iron Base
AutoCAD SHX Text
200 A/F Octagonal
AutoCAD SHX Text
Insitu. Concrete
AutoCAD SHX Text
130%%c Thread
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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3.34
AutoCAD SHX Text
SCREW MOUNTED BOLLARD
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
R. Gadbaw
AutoCAD SHX Text
Revised
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 3 ROADING\3.34.dwg Plotted 03 FEB 2003
AutoCAD SHX Text
Note: Typical Detail Only, Bollard assembly and footing to be approved.
AutoCAD SHX Text
Roading Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
11 / 14
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales: No To Scale
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4.1
AutoCAD SHX Text
PIPE TRENCHING DETAILS-WASTEWATER & STORMWATER
AutoCAD SHX Text
V. Kumarasamy
AutoCAD SHX Text
%%UCONCRETE & CERAMIC PIPES%%U
AutoCAD SHX Text
Bedding material
AutoCAD SHX Text
%%UuPVC PIPES%%U
AutoCAD SHX Text
for pipe diameter < = 450mm
AutoCAD SHX Text
* Bedding material
AutoCAD SHX Text
D
AutoCAD SHX Text
appropriately compacted.
AutoCAD SHX Text
* Excavated material
AutoCAD SHX Text
100mm min under barrel
AutoCAD SHX Text
D/4 min
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over crown
AutoCAD SHX Text
300mm min.
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D+600 MAX. WIDTH
AutoCAD SHX Text
River run metal placed in layers
AutoCAD SHX Text
Compaction to 95% NZ Standard
AutoCAD SHX Text
Compaction (NZS 4402).
AutoCAD SHX Text
%%uOther areas%%u Ordinary Fill
AutoCAD SHX Text
%%uCarriageways & Parking Areas%%u
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of not more than 250mm.
AutoCAD SHX Text
100
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5-20mm granular mix
AutoCAD SHX Text
use 5-20mm clean granular mix
AutoCAD SHX Text
use 5-40mm clean granular mix
AutoCAD SHX Text
for pipe diameter > = 450mm
AutoCAD SHX Text
River run metal placed in layers
AutoCAD SHX Text
appropriate to material and
AutoCAD SHX Text
Compaction to 95% NZ Standard
AutoCAD SHX Text
Compaction (NZS 4402).
AutoCAD SHX Text
%%uOther areas%%u Ordinary Fill
AutoCAD SHX Text
%%uCarriageways & Parking Areas%%u
AutoCAD SHX Text
D+400 MAX. WIDTH
AutoCAD SHX Text
Maximum particle
AutoCAD SHX Text
size 20mm.
AutoCAD SHX Text
compaction equipment
AutoCAD SHX Text
Revised
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 4 WASTEWATER\4.01.dwg Plotted 29 AUG 2005
AutoCAD SHX Text
Pipe cover to the manufacturers requirements under carridgeway but no less than values stipulated in the engineering standards.
AutoCAD SHX Text
Pipe cover to the manufacturers requirements under carridgeway but no less than values stipulated in the engineering standards.
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales: N.T.S.
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4.2
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ANTI-SCOUR BLOCKS FOR STEEP PIPELINES
AutoCAD SHX Text
V. Kumarasamy
AutoCAD SHX Text
Dotted line indicates
AutoCAD SHX Text
gradients steeper
AutoCAD SHX Text
than 33%.
AutoCAD SHX Text
Trench side
AutoCAD SHX Text
%%UCROSS SECTION%%U
AutoCAD SHX Text
%%ULONGITUDINAL SECTION%%U
AutoCAD SHX Text
block dimensions for
AutoCAD SHX Text
D/2
AutoCAD SHX Text
Bedding material with cement added
AutoCAD SHX Text
to give a strength of not less than 7 MPa.
AutoCAD SHX Text
Concrete
AutoCAD SHX Text
17.5MPa
AutoCAD SHX Text
Block for 20% - 30% grades.
AutoCAD SHX Text
Revised
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 4 WASTEWATER\4.02.dwg Plotted 29 AUG 2005
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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MANHOLE - WASTEWATER
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
W.P / R.H.
AutoCAD SHX Text
(Min 75mm thickness).
AutoCAD SHX Text
10 MPa site concrete
AutoCAD SHX Text
pipelines from manhole.
AutoCAD SHX Text
Detail for concrete & uPVC
AutoCAD SHX Text
Seal with epoxy mortar
AutoCAD SHX Text
or flexible sealant.
AutoCAD SHX Text
Haunching 1 in 3
AutoCAD SHX Text
holes with epoxy mortar
AutoCAD SHX Text
manhole section with
AutoCAD SHX Text
Standard precast 1050%%c
AutoCAD SHX Text
See joint detail
AutoCAD SHX Text
300mm crs. Seal bolt
AutoCAD SHX Text
Stepped rungs at
AutoCAD SHX Text
strip.
AutoCAD SHX Text
Approved sealing
AutoCAD SHX Text
Rubber/
AutoCAD SHX Text
Sealing Strip.
AutoCAD SHX Text
Bitumen
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
Approved
AutoCAD SHX Text
Dry pack mortar
AutoCAD SHX Text
RISER-LID
AutoCAD SHX Text
(Full height riser)
AutoCAD SHX Text
Riser
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
RISER-LID
AutoCAD SHX Text
(Riser shortened)
AutoCAD SHX Text
Riser
AutoCAD SHX Text
Lid
AutoCAD SHX Text
Pour 17.5 MPa concrete
AutoCAD SHX Text
corbel up to flexible joint.
AutoCAD SHX Text
Lid
AutoCAD SHX Text
4.3
AutoCAD SHX Text
Heavy Duty Lid
AutoCAD SHX Text
fitted base.
AutoCAD SHX Text
constructed using
AutoCAD SHX Text
WASTEWATER
AutoCAD SHX Text
Channels to be
AutoCAD SHX Text
half rounds uPVC
AutoCAD SHX Text
pipelines from manhole.
AutoCAD SHX Text
Detail for concrete & uPVC
AutoCAD SHX Text
or ceramic.
AutoCAD SHX Text
minimum width 190mm
AutoCAD SHX Text
Revised
AutoCAD SHX Text
C:\Civil 3D Projects\STANDARD\Part 4 WASTEWATER\4.3.dwg Plotted 23 July 2018
AutoCAD SHX Text
Concrete Hauching
AutoCAD SHX Text
Topsoil or Hotmix
AutoCAD SHX Text
& frame flush with surface
AutoCAD SHX Text
Heavy Duty Cast Iron cover
AutoCAD SHX Text
approx.
AutoCAD SHX Text
approx.
AutoCAD SHX Text
Continuous sand coated PVC pipe where in contact with concrete.
AutoCAD SHX Text
"Rocker Pipe" or Short Pipe
AutoCAD SHX Text
"Rocker Pipe" or Short Pipe
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
07 / 18
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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DROP MANHOLE - WASTEWATER
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
W.Paskwietz
AutoCAD SHX Text
(Min 75mm thickness).
AutoCAD SHX Text
10 MPa site concrete
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
RISER-LID
AutoCAD SHX Text
(Full height riser)
AutoCAD SHX Text
Sealing Strip.
AutoCAD SHX Text
Bitumen
AutoCAD SHX Text
Rubber/
AutoCAD SHX Text
Approved
AutoCAD SHX Text
17.5 MPa Concrete
AutoCAD SHX Text
surround to drop
AutoCAD SHX Text
structure. Pour to
AutoCAD SHX Text
undisturbed ground.
AutoCAD SHX Text
Approved sealing
AutoCAD SHX Text
strip.
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
Riser
AutoCAD SHX Text
drop structure.
AutoCAD SHX Text
Detail for
AutoCAD SHX Text
RISER-LID
AutoCAD SHX Text
(Riser shortened)
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
Dry pack mortar
AutoCAD SHX Text
Riser
AutoCAD SHX Text
pipelines from manhole.
AutoCAD SHX Text
Detail for Concrete & uPVC
AutoCAD SHX Text
Lid
AutoCAD SHX Text
1:3 Haunching
AutoCAD SHX Text
Lid
AutoCAD SHX Text
Epoxy mortar
AutoCAD SHX Text
Seal with
AutoCAD SHX Text
by scabbling or
AutoCAD SHX Text
Bond to Manhole
AutoCAD SHX Text
bonding agent.
AutoCAD SHX Text
with epoxy
AutoCAD SHX Text
Double Flexible joints
AutoCAD SHX Text
Double Flexible joints
AutoCAD SHX Text
section with fitted base.
AutoCAD SHX Text
Standard precast manhole
AutoCAD SHX Text
4.4
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or flexible sealant.
AutoCAD SHX Text
Channel to be constructed
AutoCAD SHX Text
using half round uPVC.
AutoCAD SHX Text
Revised
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 4 WASTEWATER\4.04.dwg Plotted 1 DEC 2008
AutoCAD SHX Text
Provide screw cap
AutoCAD SHX Text
holes with epoxy mortar
AutoCAD SHX Text
Stepped rungs at
AutoCAD SHX Text
300mm crs. Seal bolt
AutoCAD SHX Text
See joint detail
AutoCAD SHX Text
approx.
AutoCAD SHX Text
approx.
AutoCAD SHX Text
Heavy Duty Lid
AutoCAD SHX Text
Concrete Hauching
AutoCAD SHX Text
Topsoil or Hotmix
AutoCAD SHX Text
Heavy Duty Cast Iron cover & frame flush with surface
AutoCAD SHX Text
Pour 1.75 MPa concrete corbel up to flexible joint.
AutoCAD SHX Text
100
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Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
12 / 08
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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INTERNAL DROP MANHOLE - WASTEWATER
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
R. Hodgson
AutoCAD SHX Text
(Min 75mm thickness).
AutoCAD SHX Text
10 MPa site concrete
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
RISER-LID
AutoCAD SHX Text
(Full height riser)
AutoCAD SHX Text
Sealing Strip.
AutoCAD SHX Text
Bitumen
AutoCAD SHX Text
Rubber/
AutoCAD SHX Text
Approved
AutoCAD SHX Text
Approved sealing
AutoCAD SHX Text
strip.
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
Riser
AutoCAD SHX Text
RISER-LID
AutoCAD SHX Text
(Riser shortened)
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
Dry pack mortar
AutoCAD SHX Text
Riser
AutoCAD SHX Text
Lid
AutoCAD SHX Text
1:3 Haunching
AutoCAD SHX Text
Lid
AutoCAD SHX Text
Double Flexible joints
AutoCAD SHX Text
Double Flexible joints
AutoCAD SHX Text
section with fitted base.
AutoCAD SHX Text
Standard precast manhole
AutoCAD SHX Text
4.4.1
AutoCAD SHX Text
Revised
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 4 WASTEWATER\4.4.1.dwg Plotted 1 DEC 2008
AutoCAD SHX Text
Provide screw cap
AutoCAD SHX Text
holes with epoxy mortar
AutoCAD SHX Text
Stepped rungs at
AutoCAD SHX Text
300mm crs. Seal bolt
AutoCAD SHX Text
See joint detail
AutoCAD SHX Text
approx.
AutoCAD SHX Text
approx.
AutoCAD SHX Text
Heavy Duty Lid
AutoCAD SHX Text
Concrete Hauching
AutoCAD SHX Text
Topsoil or Hotmix
AutoCAD SHX Text
Heavy Duty Cast Iron cover & frame flush with surface
AutoCAD SHX Text
Pour 1.75 MPa concrete corbel up to flexible joint.
AutoCAD SHX Text
10mm Dia x 40mm Long Stainless Steel Connector Anchor
AutoCAD SHX Text
100 dia. or 150 dia. Sewer
AutoCAD SHX Text
PVC Dropper Pipe to be Placed as Close as Possible to MH Riser
AutoCAD SHX Text
20mm x 0.8mm Stainless Steel Strap at 1.5m Max Spacings
AutoCAD SHX Text
Seal with Epoxy mortar or flexible sealant.
AutoCAD SHX Text
Pour 1.75 MPa Concrete Corbel up to Flexible Joint.
AutoCAD SHX Text
RCRRJ
AutoCAD SHX Text
Seal with Epoxy mortar or flexible sealant.
AutoCAD SHX Text
Channel to be Constructed Using Half Round Earthenware Tiles, or uPVC Where Applicable.
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
10/11
AutoCAD SHX Text
City Networks
Checked
Drawn
Designed
Plan No.
Sheet of Sheets
Scales: Not To Scale
R. Hodgson
4.4.2
Revised
G:\D
RA
WIN
GS
\S
TA
ND
AR
D\P
art 4
W
AS
TE
WA
TE
R\4
.4
.2
.d
wg
P
lo
tte
d 5
D
EC
2
01
8
Spacing to suit
75mm maximum
Roughen branch
of tee to improve
bond between tee
and epoxy mortar
Core drill hole
in manhole wall
Reducer
(see note 1)
Corbel to SD341
Epoxy mortar (approved by the manufacturer
for sealing between concrete and plastic pipes)
See note 2
Incoming pressure
main
4
3
2
5
1
Pressure sewer
see note 1
See parts list 4.
PARTS LIST:
1. DN160 x DNXXX PE reducer.
2. DN160 PE tee.
3. 225Ø PVC pipe.
4. 25mm wide x 1.25mm 316 guage stainless
steel strap fixed to manhole wall with
2 - M12 x 100mm 316ss threaded studs.
Epoxy anchor with 50mm embedment depth.
5. 225Ø 135° bend.
NOTES:
1. 'Detail A' can be used for pressure sewers
DN125, DN110 & DN90.
For DN63 and DN75 pressure sewers,
upsize to DN110 using an EF reducer and
complete the discharge connection using
'Detail A' for DN110.
2. All internal concrete faces to be treated
to prevent corrosion.
Tee fixed to manhole
with S/S straps
Unvented cover
200
500
300
50 50
PRESSURE SEWER DISCHARGE
CONNECTION DETAIL
SECTION
A
V
a
rie
s
Flow
A
PLAN
STRAP DETAIL
INTERNAL DROP MANHOLE FOR PRESSURE SEWER
SYSTEM CONNECTION - WASTEWATER
H. Churton
12/18
Infrastructure
Transport & Infrastructure
Transport & Infrastructure Manager
DRAWING REPRODUCED WITH
PERMISSION FROM
CHRISTCHURCH CITY COUNCIL
ADAPTED FOR PNCC
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales: Not To Scale
AutoCAD SHX Text
4.5
AutoCAD SHX Text
TYPICAL INSPECTION CHAMBER FOR 100mm PIPE
AutoCAD SHX Text
Pipe must be completely bonded
AutoCAD SHX Text
to concrete base. An acceptable
AutoCAD SHX Text
method for uPVC pipes is either
AutoCAD SHX Text
a manhole connector or a glued
AutoCAD SHX Text
coating of sand to the outside
AutoCAD SHX Text
of the pipe.
AutoCAD SHX Text
side of pipe.
AutoCAD SHX Text
Corbel to extend 150mm each
AutoCAD SHX Text
inspection chamber both sides.
AutoCAD SHX Text
provided within 500mm of the
AutoCAD SHX Text
Double Flexible joint at corbel to be
AutoCAD SHX Text
Riser
AutoCAD SHX Text
cover & frame fits into
AutoCAD SHX Text
600mm pipe.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
%%USECTION A-A%%U
AutoCAD SHX Text
3
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1
AutoCAD SHX Text
Heavy Duty Cast Iron
AutoCAD SHX Text
Revised
AutoCAD SHX Text
For lid see Standard Drawings 4.3 & 4.4
AutoCAD SHX Text
G:\Civil 3D Projects\STANDARD\Part 4 WASTEWATER\4.5.dwg Plotted 1 NOV 2016
AutoCAD SHX Text
Epoxy mortar
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
1:3
AutoCAD SHX Text
1:3
AutoCAD SHX Text
1:3
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Cut flush with
AutoCAD SHX Text
wall of chamber
AutoCAD SHX Text
%%UWASTEWATER
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
11 / 16
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
R.H.
AutoCAD SHX Text
2 x SS hooks for
AutoCAD SHX Text
SS Access
AutoCAD SHX Text
200
AutoCAD SHX Text
150
AutoCAD SHX Text
600
AutoCAD SHX Text
400
AutoCAD SHX Text
Pump Lifting Chains
AutoCAD SHX Text
Aluminium cover
AutoCAD SHX Text
100 x 100 x 5
AutoCAD SHX Text
Stainless Steel channel
AutoCAD SHX Text
R6 links
AutoCAD SHX Text
at 600 crs.
AutoCAD SHX Text
D12 Bond
AutoCAD SHX Text
Beams at
AutoCAD SHX Text
600 crs.
AutoCAD SHX Text
D12 at 600
AutoCAD SHX Text
crs. max.
AutoCAD SHX Text
central
AutoCAD SHX Text
Puddle Flange
AutoCAD SHX Text
Conc. Plinth
AutoCAD SHX Text
Hardfill
AutoCAD SHX Text
See detail
AutoCAD SHX Text
Gibault Joint
AutoCAD SHX Text
Seal all exposed surfaces
AutoCAD SHX Text
with Altra Shield 2000
AutoCAD SHX Text
Refer
AutoCAD SHX Text
Gibault Joint
AutoCAD SHX Text
Special (flanged on
AutoCAD SHX Text
end with puddle flange)
AutoCAD SHX Text
Poured Concrete
AutoCAD SHX Text
Puddle Flange
AutoCAD SHX Text
SS Deflector
AutoCAD SHX Text
400mm Deep
AutoCAD SHX Text
Scabble surface
AutoCAD SHX Text
Mass Concrete for Ballast
AutoCAD SHX Text
(to be calculated)
AutoCAD SHX Text
Stone Trap
AutoCAD SHX Text
(No benching)
AutoCAD SHX Text
Note 2
AutoCAD SHX Text
Ladder
AutoCAD SHX Text
140mm
AutoCAD SHX Text
Blockwork
AutoCAD SHX Text
SS Knife
AutoCAD SHX Text
Gate Valve
AutoCAD SHX Text
3%%% Fall
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
1. If valve chamber is in ground water, precast concrete panels should be used in lieu of concrete blocks. 2. Suction clearance from wetwell invert must be according to manufacturers recommendations.
AutoCAD SHX Text
Bore holes to take
AutoCAD SHX Text
Ductile Iron pipe
AutoCAD SHX Text
SS Knife Gate Valve
AutoCAD SHX Text
200
AutoCAD SHX Text
1830mm dia flush jointed
AutoCAD SHX Text
R.C. Class X Pipe
AutoCAD SHX Text
SS Ladder
AutoCAD SHX Text
Max. 200mm
AutoCAD SHX Text
Extended Spindle
AutoCAD SHX Text
and Guides for Tee/
AutoCAD SHX Text
Key operation
AutoCAD SHX Text
1200mm diameter
AutoCAD SHX Text
Receiving Manhole
AutoCAD SHX Text
Cast Iron Surface Box
AutoCAD SHX Text
grouted into slab
AutoCAD SHX Text
Aluminium cover lids suitably braced
AutoCAD SHX Text
Gibault
AutoCAD SHX Text
drag. 4.3
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To Standard Pump Station Bypass Assembly and Chamber Refer DWG 4.7
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STANDARD TWO PUMP STATION DETAIL
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Sheet
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Scale:
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Plan No.
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K.P. R.H.
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Checked
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Revised
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of
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Not To Scale
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Sheet
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11/16
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P. Burt
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City Networks
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4.6
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C:\Civil 3D Projects\STANDARD\Part 4 WASTEWATER\4.6.dwg
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A
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750 (min) or
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Manufacturers
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recommendation
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SS Ladder
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Puddle Flange
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Poured Concrete
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Connect to existing
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Manhole using DI pipe
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and Gibaults
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Gibault Joint
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SS Ladder
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Puddle Flange
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DI Spool Piece with
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DI Flanged special
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Thrust Block
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Gibault
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300
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300
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750 MIN
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140
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140
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(if required)
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DI Increaser
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plain one end
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DI Flange Y Junction
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DI Flange special
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Thrust Block
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DI Flanged 45%%D bend
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3/4" BSP Valved Tapping
AutoCAD SHX Text
SS Knife Gate Valve
AutoCAD SHX Text
Check Valve
AutoCAD SHX Text
Gibault with a 1/4" BSP
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Spool Piece
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Poured Concrete
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Puddle Flange
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Pipe flanged one end
AutoCAD SHX Text
80mm dia. Pump Cable Duct and
AutoCAD SHX Text
plugged tapping
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50mm dia. Instrument Cable Duct
AutoCAD SHX Text
1600
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1550
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2010
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A
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Pump Station Bypass Assembly & Chamber See DWG. 4.7
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Sheet
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Scale:
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Plan No.
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K.P. R.H.
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Designed
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Checked
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Revised
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Drawn
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of
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Not To Scale
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Sheet
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11/16
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P. Burt
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City Networks
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STANDARD TWO PUMP STATION
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PLAN VIEW
AutoCAD SHX Text
4.6.1
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C:\Civil 3D Projects\STANDARD\Part 4 WASTEWATER\4.6.1.dwg
AutoCAD SHX Text
Concrete Block
AutoCAD SHX Text
Tee with 150%%C Branch
AutoCAD SHX Text
SS Knifegate Valve
AutoCAD SHX Text
SS 150%%C 90%%D Bend, DF
AutoCAD SHX Text
SS 150%%C Pipe Spool to Suit
AutoCAD SHX Text
Standard Camlock Coupling
AutoCAD SHX Text
Standard 1050%%C Manhole
AutoCAD SHX Text
Flush Manhole Lid with Inset Cast Iron Streetware and Lifting Eyes
AutoCAD SHX Text
Mass Concrete for Ballast
AutoCAD SHX Text
(to be calculated)
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STANDARD PUMP STATION BYPASS
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Sheet
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Scale:
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Plan No.
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R.H.
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Designed
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Checked
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Revised
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Drawn
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of
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Not To Scale
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Sheet
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11/16
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P. Burt
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City Networks
AutoCAD SHX Text
4.7
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C:\Civil 3D Projects\STANDARD\Part 4 WASTEWATER\4.7.dwg
AutoCAD SHX Text
PE rising main
AutoCAD SHX Text
2 x 45%%D welded
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PE bends
AutoCAD SHX Text
Concrete 17.5 MPa
AutoCAD SHX Text
Top of Benching
AutoCAD SHX Text
Benching
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Pipe diameter
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Gravity outlet pipe
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ALTERNATE RISING MAIN ENTRY TO RECEIVING MANHOLE
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Sheet 1
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Scale:
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Plan No.
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H. Kavian-Pour
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Designed
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Checked
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Revised
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Drawn
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of 1
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Not To Scale
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Sheet
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02/15
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P. Burt
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City Networks
AutoCAD SHX Text
4.8
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C:\Civil 3D Projects\STANDARD\Part 4 WASTEWATER\4.8.dwg
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
R. Hodgson
AutoCAD SHX Text
Designed
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Checked
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Drawn
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Scales:
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Plan No.
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Sheet
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Sheets
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of
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Not To Scale
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4.9
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Revised
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TYPICAL ISOLATION VALVE DETAIL
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A
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G
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E
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A
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J
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B
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C
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F
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C
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H
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%%UTYPICAL ISOLATION VALVE DETAIL PLAN
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Scale 1:10
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Description Description A - 50mm x 3" BSP Male Coupling B - 50mm Brass Ball Valve C - 50mm Valve Spigot D - 50mm Valve Socket E - 50mm Brass Ball Valve F - 50mm Valve Spigot G - 50mm Tee H - 50mm x 3" BSP Female Coupling J - 610mm x 450mm Riser, 610mm fibreglasslid & 4 bolts (not shown)
AutoCAD SHX Text
50mm%%C
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C:\Civil 3D Projects\STANDARD\Part 4 WASTEWATER\4.9.dwg
AutoCAD SHX Text
P. Burt
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11 / 14
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
R. Hodgson
Designed
Checked
Drawn
Scales:
Plan No.
Sheet Sheetsof
Not To Scale
4.10
Revised
TRAFFICABLE BOUNDARY KIT
C:\C
ivil 3D
P
rojects\S
TA
ND
AR
D\P
art 4 W
AS
TE
WA
TE
R\4.10.dw
g
150
100
300
425
PLAN
1
Boundary kit valve assembly
and 300mm long PE stubs
1
FLOW
Compacted NZTA M/4 AP20
45° Bend
3x precast concrete
hydrant frame to 5.5
Central frame split to
accommodate pipework
Trafficable watewater PSS box and lid
(Cover Painted Dark Red)
45°Bend
Filter fabric
separate layer
250
H. Churton
12/18
Transport & Infrastructure
DRAWING REPRODUCED WITH
PERMISSION FROM
CHRISTCHURCH CITY COUNCIL
ADAPTED FOR PNCC
Infrastructure
Transport & Infrastructure Manager
AutoCAD SHX Text
SEWER
R. Hodgson
Designed
Checked
Drawn
Scales:
Plan No.
Sheet Sheetsof
Not To Scale
4.10.1
Revised
NON-TRAFFICABLE BOUNDARY KIT
C:\C
ivil 3D
P
rojects\S
TA
ND
AR
D\P
art 4 W
AS
TE
WA
TE
R\4.10.1.dw
g
290
50
50
287
PLAN
Boundary kit valve assembly
and 300mm long PE stubs
FLOW
Lifting flap
Polyethylene PSS
boundary box. (Red Cover)
1
2
2
1
25 Min. clearance
(To protect pipe from vehicle
load and pit movement)
Polyethylene PSS boundary box.
45° Bend
45° Bend
Polyethylene PSS
boundary box base plate.
Polyethylene PSS
boundary box base plate.
Compacted NZTA M/4:AP20
Compacted NZTA M/4:AP20
446
H. Churton
12/18
Transport & Infrastructure
DRAWING REPRODUCED WITH
PERMISSION FROM
CHRISTCHURCH CITY COUNCIL
ADAPTED FOR PNCC
Infrastructure
Transport & Infrastructure Manager
AutoCAD SHX Text
SEWER
45° Y uPVC Joint
with 100Ø Branch
45° 100Ø uPVC Bend
75
0m
m M
in
FLOW
Reinstate Existing
Materials.
100Ø uPVC Spacer
100Ø uPVC Spacer
75mm Min Gap
Ground Level
End Cap
PLAN
SEWER
BOUNDARY
22
5m
m M
in
Fro
m B
ou
nd
ary
ELEVATION
Designed
Checked
Drawn
Scales:
Plan No.
Sheet Sheetsof
Revised
G:\D
RA
WIN
GS
\S
TA
ND
AR
D\P
art 4
W
AS
TE
WA
TE
R\4
.1
1.d
wg
P
lo
tte
d 5
D
EC
2
01
8
Approved Polypropylene
Surface Box and Lid
(Red Cover)
H. Churton
11/18
Not To Scale
4.11
R. Hodgson
RODDING EYE DETAIL
Transport & Infrastructure
Infrastructure
Transport & Infrastructure Manager
R. Hodgson
Designed
Checked
Drawn
Scales:
Plan No.
Sheet Sheetsof
Not To Scale
4.12
Revised
PRESSURE SEWER SYSTEM
TYPICAL BOUNDARY KIT LAYOUT
C:\C
ivil 3D
P
rojects\S
TA
ND
AR
D\P
art 4 W
AS
TE
WA
TE
R\4.12.dw
g
DRAWING REPRODUCED
WITH PERMISSION FROM
CHRISTCHURCH CITY
COUNCIL
Road boundary
Not to Scale
Private R.O.W
Pressure sew
er
COMMON LAND CONNECTION POSITION
Boundary kit
PSS main size as specified
NOTE:
1. Where there is only 1 connection laid in the right of way the boundary kit
is to be installed within the legal road at the road boundary.
H. Churton
12/18
Transport & Infrastructure
Infrastructure
Transport & Infrastructure Manager
R. Hodgson
Designed
Checked
Drawn
Scales:
Plan No.
Sheet Sheetsof
Not To Scale
4.13
Revised
PRESSURE SEWER SYSTEM
FLUSHING POINT
C:\C
ivil 3D
P
rojects\S
TA
ND
AR
D\P
art 4 W
AS
TE
WA
TE
R\4.13.dw
g
425
250
PLAN
1
430
600
1
100
50mm minimum compacted TNZ M/4 AP20
100mm hole with epoxy mortar
surrounding the pipe
EF male transition and coupler
DN50 316 S/S manifold SCH80
with welded brackets
185
50mm dia. drain hole
100mm concrete wall all around
Cap
Main
100 -
300
50mm dia.
316 S/S camlock
DN63 pressure main
Trafficable wastewater PSS box
and lid in berm (Cover Painted Dark Red).
650
SV in valve box to
SD385 located in berm
NOTES:
1. Concrete work to comply with NZS 3109.
2. All concrete to be 40mpa.
3. DN160 mains and above require 75Ø
flushing point off DN90 lateral.
400
H. Churton
12/18
Transport & Infrastructure
DRAWING REPRODUCED WITH
PERMISSION FROM
CHRISTCHURCH CITY COUNCIL
ADAPTED FOR PNCC
Infrastructure
Transport & Infrastructure Manager
AutoCAD SHX Text
SEWER
R. Hodgson
Designed
Checked
Drawn
Scales:
Plan No.
Sheet Sheetsof
Not To Scale
4.14
Revised
PRESSURE SEWER SYSTEM
VALVE COVER
C:\C
ivil 3D
P
rojects\S
TA
ND
AR
D\P
art 4 W
AS
TE
WA
TE
R\4.14.dw
g
Cast Iron Box and Lid
to NZS 2638.2
(Cover Painted Dark Red)
Finished surface
100mm Min.
400mm Max.
Valve spindle extension,
length to suit.
Screwed to spindle.
Spindle cap
(refer note 1)
NOTE:
1. Fit triangular spindle cap and extension to triangular spindle.
450 (x 450)
150
VALVE
Pressure Sewer Main
Precast Concrete Under Blocks
520 x 675 x 110
(270 x 410 Opening)
Under Blocks to Level of
Bottom Flange
Concrete Under Block
H. Churton
12/18
Transport & Infrastructure
DRAWING REPRODUCED WITH
PERMISSION FROM
CHRISTCHURCH CITY COUNCIL
ADAPTED FOR PNCC
Infrastructure
Transport & Infrastructure Manager
R. Hodgson
Designed
Checked
Drawn
Scales:
Plan No.
Sheet Sheetsof
Not To Scale
4.15
Revised
PRESSURE SEWER SYSTEM TYPICAL
ON-PROPERTY CHAMBER LOCATION
C:\C
ivil 3D
P
rojects\S
TA
ND
AR
D\P
art 4 W
AS
TE
WA
TE
R\4.15.dw
g
50
1m Min.
Clear around
collectionpump chamber
Property discharge line
Boundary box to 4.10.1
Prop
erty
boun
dary
Location tape
Control / alarm panel
Standard key lock
1.8m
M
in. cle
aran
ce
1m Min.
Clear around
collectionpump chamber
Building
1.2
m M
in
.
Concrete balast as specified
Note:1.Vents shall be installed to 1.2m height where specified
H. Churton
12/18
Transport & Infrastructure
DRAWING REPRODUCED WITH
PERMISSION FROM
CHRISTCHURCH CITY COUNCIL
ADAPTED FOR PNCC
Infrastructure
Transport & Infrastructure Manager
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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5.1
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LAYOUT OF VALVES AND FIRE HYDRANTS
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Not To Scale
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R. Gadbaw
AutoCAD SHX Text
Revised
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T.P.
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FH
AutoCAD SHX Text
T.P.
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PRINCIPAL MAIN
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T.P.
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Cross
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T.P.
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FH
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PRINCIPAL MAIN
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max. length 90m
AutoCAD SHX Text
PRINCIPAL MAIN
AutoCAD SHX Text
max. length 200m.
AutoCAD SHX Text
Fed both ends, max. 20 dwelling units
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
Fed one end, max. 6 dwelling units
AutoCAD SHX Text
50mm NB Rider Mains
AutoCAD SHX Text
SI
AutoCAD SHX Text
SI
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Valve Spacing - Not exceeding 350m Fire Hydrant Spacing Not exceeding 135m Residential Streets Not exceeding 90m Business and Industrial Street SI = Swab Inlet
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 5 WATER\5.02.dwg Plotted 30 AUG 2005
AutoCAD SHX Text
25mm. or 32mm. Service to rear lots can be taken off rider main. Refer Engineering Standards for Land Development for set criteria.
AutoCAD SHX Text
50mm NB RIDER MAIN
AutoCAD SHX Text
50mm NB RIDER MAIN
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
10 / 13
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
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Principal Main
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
SI
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FH
AutoCAD SHX Text
Principal main is to be connected with principal main in adjacent street.
AutoCAD SHX Text
50mm NB Rider Main
AutoCAD SHX Text
50mm NB Rider Main tobe connected to Principal main at both ends.
AutoCAD SHX Text
Walkway/cycleway or easement.
AutoCAD SHX Text
H
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H
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H
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T. McGlynn
AutoCAD SHX Text
11 / 17
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
WATERMAINS IN CUL DE SAC CONNECTED PRINCIPAL MAINS
AutoCAD SHX Text
Plan No.
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Scales:
AutoCAD SHX Text
R. Hodgson
AutoCAD SHX Text
Revised
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Checked
AutoCAD SHX Text
Drawn
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Designed
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Sheet
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Not to scale
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5.2
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of
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1
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1
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Sheets
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C:\Civil 3D Projects\STANDARD\Part 5 WATER\5.01.dwg Plotted 30 AUG 2005
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
AutoCAD SHX Text
Principal Main
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
T.P.
AutoCAD SHX Text
SI
AutoCAD SHX Text
FH
AutoCAD SHX Text
Principal main is to be connected with principal main in adjacent street.
AutoCAD SHX Text
50mm NB Rider Main
AutoCAD SHX Text
50mm NB Rider Main tobe connected to Principal main at both ends.
AutoCAD SHX Text
H
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
11 / 17
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City Networks
AutoCAD SHX Text
WATERMAINS IN CUL DE SAC TERMINATED PRINCIPAL MAIN
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Plan No.
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Scales:
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R. Hodgson
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Revised
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Checked
AutoCAD SHX Text
Drawn
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Designed
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Sheet
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Not to scale
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5.2.1
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of
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1
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1
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Sheets
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G:\DRAWINGS\STANDARD\Part 5 WATER\5.01.dwg Plotted 30 AUG 2005
SV
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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50mm RIDER MAIN OR R.O.W. SERVICE CONNECTION
AutoCAD SHX Text
Not To Scale
AutoCAD SHX Text
W.Paskwietz
AutoCAD SHX Text
%%uSECTIONAL ELEVATION%%u
AutoCAD SHX Text
%%uPLAN%%u
AutoCAD SHX Text
Ground level
AutoCAD SHX Text
"Talbot" angle
AutoCAD SHX Text
ferrule (or other
AutoCAD SHX Text
approved type).
AutoCAD SHX Text
Approved Service Valve
AutoCAD SHX Text
under carriageways
AutoCAD SHX Text
Precast concrete
AutoCAD SHX Text
surface box surround.
AutoCAD SHX Text
Watermain
AutoCAD SHX Text
Approved
AutoCAD SHX Text
tapping band.
AutoCAD SHX Text
%%uNOTE:%%u
AutoCAD SHX Text
Principle Main connections:
AutoCAD SHX Text
100mm: As Shown
AutoCAD SHX Text
Use Gibault joint with
AutoCAD SHX Text
5.3
AutoCAD SHX Text
50mm take off placed
AutoCAD SHX Text
vertical. 90%%d bend required.
AutoCAD SHX Text
225mm:
AutoCAD SHX Text
150mm:
AutoCAD SHX Text
and berm
AutoCAD SHX Text
50mm NB Rider Main
AutoCAD SHX Text
50mm NB Rider Main
AutoCAD SHX Text
See note
AutoCAD SHX Text
See note
AutoCAD SHX Text
Watermain
AutoCAD SHX Text
Light Duty (berm)
AutoCAD SHX Text
Heavy Duty (road)
AutoCAD SHX Text
Valve box -
AutoCAD SHX Text
Revised
AutoCAD SHX Text
Cast iron lid.
AutoCAD SHX Text
10mm reinforcing
AutoCAD SHX Text
Cast iron surface box to N.Z.S. 2638
AutoCAD SHX Text
Precast concrete surface box surround.
AutoCAD SHX Text
Precast concrete under blocks 520 x 675 x 110 (270 x 410 opening)
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 5 WATER\5.03.dwg Plotted 30 AUG 2005
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
10 / 13
AutoCAD SHX Text
City Networks
Checked
Drawn
Designed
Plan No.
Sheet of Sheets
Scales:
SLUICE VALVE & MARKER INSTALLATION
Not To Scale
W.P. / R.H.
SLUICE VALVE INSTALLATION
VALVE MARKER INSTALLATION
140
450
140 45
45
200 M
in.
600
FOR CARRIAGEWAYS
Ground level
6mm bolt
Flanged joint (Z joint alternative)
Watermain
Sluice valve to AS/NZS 2638.2
5.4
400 (x400)
10mm Ø reinforcing
of bottom flange.
Under blocks to level
15
0
Cast iron lid.
(260 x 260 opening)
surface box surround.
to AS 2638.2
Precast concrete
under blocks
400 x 400 x 150
Spindle cap.
Precast concrete
Cast iron surface box
75 - 400
Revised
Concrete under block
G:\D
RA
WIN
GS
\S
TA
ND
AR
D\P
art 5
W
AT
ER
\5
.0
4.d
wg
P
lo
tte
d 6
D
EC
2
01
8
Timber marker
post painted white.
D. Lou
12/18
Transport & Infrastructure
Infrastructure
Transport & Infrastructure Manager
AutoCAD SHX Text
%%uHYDRANT INSTALLATION%%u
AutoCAD SHX Text
%%uHYDRANT MARKER INSTALLATION%%u
AutoCAD SHX Text
Cast iron surface
AutoCAD SHX Text
box
AutoCAD SHX Text
Precast concrete
AutoCAD SHX Text
surface box surround.
AutoCAD SHX Text
Spindle cap.
AutoCAD SHX Text
Approved fire hydrant
AutoCAD SHX Text
Hydrant tee
AutoCAD SHX Text
Watermain
AutoCAD SHX Text
(270 x 410 opening)
AutoCAD SHX Text
520 x 675 x 110
AutoCAD SHX Text
under blocks
AutoCAD SHX Text
Precast concrete
AutoCAD SHX Text
Cast iron lid.
AutoCAD SHX Text
100 x 40
AutoCAD SHX Text
"Scotchlite" strip.
AutoCAD SHX Text
Under blocks to level
AutoCAD SHX Text
of bottom flange.
AutoCAD SHX Text
Hydrant riser(s)
AutoCAD SHX Text
as necessary.
AutoCAD SHX Text
"Scotchlite" strip
AutoCAD SHX Text
on face at end
AutoCAD SHX Text
of Cul-de-sac.
AutoCAD SHX Text
Timber marker post
AutoCAD SHX Text
painted yellow
AutoCAD SHX Text
(Colour No. 356,
AutoCAD SHX Text
B.S. 381 C).
AutoCAD SHX Text
Ground level
AutoCAD SHX Text
6mm bolt
AutoCAD SHX Text
10mm %%C reinforcing
AutoCAD SHX Text
yellow triangle and
AutoCAD SHX Text
marked on road with
AutoCAD SHX Text
Hydrant must also be
AutoCAD SHX Text
%%uNOTE:%%u
AutoCAD SHX Text
blue coloured R.P.M.
AutoCAD SHX Text
Concrete under block
AutoCAD SHX Text
Z joint (Flanged joint alternative)
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Designed
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Checked
AutoCAD SHX Text
Revised
AutoCAD SHX Text
HYDRANT AND MARKER INSTALLATION
AutoCAD SHX Text
Not to scale
AutoCAD SHX Text
W. Paskwietz
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
1
AutoCAD SHX Text
Scales:
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Plan No.
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Sheets
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5.5
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of
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1
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G:\DRAWINGS\STANDARD\Part 5 WATER\5.05.dwg Plotted 30 AUG 2005
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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5.6
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WATERMAIN - PIPELAYING DETAILS
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Not To Scale
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R. Gadbaw
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STANDARD PIPELAYING DETAIL
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%%uCarriageways & Parking Areas%%U
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River run metal placed in layers
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of not more than 250mm.
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Watermain
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crushed grit or TNZ AP 20.
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Ground level
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Bedding material sand,
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Compaction to 95% NZ Standard
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Compaction (NZS 4402)
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%%uOther areas%%u Ordinary Fill
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Revised
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Metalic detector tape (when required)
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Nominal Pipe diameter + 300mm
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Mains under carriageways Mains under berms and footpaths Rider mains under carriageway and berms Hydrant spindles Valve spindles Service pipes under carriageways Service pipes under berms and footpaths Service pipes at street boundary
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1000 mm (min) 750mm (min) 750mm (min) 75mm (min) and 225mm (max) 75mm (min) and 400mm (max) 750mm (min) and 1000mm (max) 450mm - 750mm 300mm (max)
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ITEM
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COVER
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G:\DRAWINGS\STANDARD\Part 5 WATER\5.06.dwg Plotted 30 AUG 2005
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Water and Waste Services Manager
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City Networks
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G. Young
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10 / 13
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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5.6.1
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WATERMAIN - THRUSTBLOCK DETAILS
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Not To Scale
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E. Toye
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Standard tee
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Bend
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Protective
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Membrane
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Protective
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Membrane
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Bearing area of
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thrust block
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against undisturbed
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ground
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FOR 100mm DIA. WATERMAIN
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STANDARD THRUST BLOCKS
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Revised
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Flanged joint (Z joint alternative)
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Z joint (Flanged joint alternative)
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G:\DRAWINGS\STANDARD\Part 5 WATER\5.07.dwg Plotted 30 AUG 2005
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Water and Waste Services Manager
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City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
Reflector Strip
Concrete Footing
1.6mm thick Stainless Steel
coloured Water Works Blue
plus White Reflector Strip.
4
0
0
4
0
0
1
5
0
1
5
0
1
5
0
50
0
4
7
0
55
1
5
0
10
0
25
5
0
A
A
40
35mm gap
Outlet of Air Valve must be min.
300mm above Ground Level.
25mm gap4 x M12 Stainless Steel
bolts with tubular spacers.
100
4 x M10 threaded studs
welded to flanged top of box.
SECTION A-A
DETAIL OF BOX TO COVER AIR VALVES (50mmø)
Scales:
Sheet
Plan No.E.T. / R.H.
Designed
Checked
Revised
Drawn
Sheetsof
Not to Scale
5.7
D. Lou
12/18
C:\civil 3d projects\S
TA
ND
AR
D\part 5 w
ater\5.7.dw
g P
lotted 28 N
OV
2008
Transport & Infrastructure
Infrastructure
Transport & Infrastructure Manager
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20mm internal diameter.
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Angle ferrule, service pipe
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under carriageways
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20mm I.D. WATER SERVICE CONNECTION AND TOBY
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Scales:
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Sheet
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Plan No.
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Designed
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Checked
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Drawn
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W.Paskwietz
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%%uSECTIONAL ELEVATION%%u
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Boundary
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Service connection
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Concrete footpath
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under berm
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Watermain
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of
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Sheets
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5.8
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Draper heavy duty universal surface box
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%%uNOTE:%%u
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for sealed footpath.
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Not To Scale
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%%uPLAN%%u
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%%uNOTE:%%u
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Approved
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approved type).
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ferrule (or other
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"Talbot" angle
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Ground level
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PRINCIPAL MAIN & RIDER MAINS
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tapping band.
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Surface box
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Surface box
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Revised
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or other approved surface box.
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G:\DRAWINGS\STANDARD\Part 5 WATER\5.08.dwg Plotted 30 AUG 2005
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Approved manifold (toby) with backflow prevention function
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Water and Waste Services Manager
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City Networks
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G. Young
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10 / 13
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City Networks
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%%uSECTIONAL ELEVATION%%u
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R. Gadbaw
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Designed
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Checked
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Drawn
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Scales:
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Plan No.
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Sheet
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Sheets
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of
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Not To Scale
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5.9
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"Talbot" angle
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carriageways
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Ground level
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cover under
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tapping band.
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approved type).
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ferrule (or other
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Watermain
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%%uPLAN%%u
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Approved
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internal diameter.
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valve shall all be the same nominal
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Angle ferrule, service pipe & gate
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%%uNOTE:%%u
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PRINCIPAL MAIN & RIDER MAINS
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Revised
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Boundary
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Surface box
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or other approved surface box.
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Draper heavy duty universal surface box
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%%uNOTE:%%u
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Surface box
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under berm
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Service connection
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G:\DRAWINGS\STANDARD\Part 5 WATER\5.09.dwg Plotted 30 AUG 2005
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for sealed footpath.
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25mm,32mm & 40mm SERVICE CONNECTION AND VALVE (ROW AND INDUSTRIAL CONNECTION)
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Approved service valve (toby)
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Water and Waste Services Manager
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City Networks
AutoCAD SHX Text
G. Young
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10 / 13
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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MANHOLE FOR LARGE DIA. PIPES - 750 to 1050MM
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Not To Scale
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R. Gadbaw
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& frame flush with surface
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Step irons
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6.1
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Heavy Duty Cast Iron cover
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Concrete fillet
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Manhole liners embedded on
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mass concrete base 25mm
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above barrel of pipe.
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25mm
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Alternatively precast base
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may be used. Haunching
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common to both
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Precast manhole liners
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1200, 1500 or 1800
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internal diameter
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Precast manhole cover
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Concrete fillet
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A
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A
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%%UELEVATION B-B%%U
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B
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B
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%%UPLAN A-A%%U
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to the configuration of bends and
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junctions within the manhole.
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should be selected, having regard
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1200, 1500 OR 1800 dia. liners
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junctions.
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the pipe to accomodate bends or
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to be offset from the centreline of
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The chosen size of liners may need
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2)
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1)
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%%uNOTES:%%U
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max.
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max.
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Flexible joint
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Revised
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G:\DRAWINGS\STANDARD\Part 6 STORMWATER\6.01.dwg Plotted 27 NOV 2008
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approx.
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approx.
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Topsoil or Hotmix
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Water and Waste Service Manager
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City Networks
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T. McGlynn
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11 / 08
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales: 1:20, 1:50
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6.2
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MANHOLE FOR LARGE DIAMETER PIPES-1050mm DIA. PLUS
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V.Kumarasamy
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%%uSECTION%%u
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%%uPLAN%%u
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FOR USE WITH PIPES OF 1050mm %%c & OVER INTERNAL
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DIA. WHERE NO JUNCTION IS REQUIRED.
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%%uNOTE:%%u
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Bends may be accomodated adjacent to the manhole
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using splay cut epoxy jointed specials.
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Up to 30%%d per joint
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Epoxy joint
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Approved rubber/bitumen
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sealing strip.
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Epoxy 1050mm %%C liner to
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centre of pipe.
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Step irons at 300mm crs.
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Seal bolt holes with epoxy
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mortar.
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and frame flush with surface
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Heavy Duty Cast Iron cover
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Heavy Duty lid
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Standard manhole riser
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carried out by Pipe Manufacturer.
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bend special, only to be
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Joining of boss to pipe &
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%%uNOTE:%%u
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Revised
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G:\DRAWINGS\STANDARD\Part 6 STORMWATER\6.02.dwg Plotted 3 DEC 2008
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approx.
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approx.
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Water and Waste Services Manager
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City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
12 / 08
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Precast Sump Base Hynds SUMPPB-LHCC or similar approved.
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Precast Sump Top with Frame & Grate. Hynds SUMPTFG-WDC or similar approved.
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200mm Stormwater pipe min.
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200mm Stormwaterpipe min.
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Epar epoxy pipe into precast sump base.
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STREET SUMP
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Precast Sump Top with Frame & Grate. Hynds SUMPTFG-WDC or similar approved.
AutoCAD SHX Text
200mm Stormwater pipe min.
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Precast Sump Base Hynds SUMPPB-LHCC or similar approved.
AutoCAD SHX Text
200mm Stormwater pipe min.
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PLAN
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Scale: 1:25
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Scale: 1:25
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Precast Sump Top with Frame & Grate. Hynds SUMPTFG-WDC or similar approved.
AutoCAD SHX Text
Precast Sump Base Hynds SUMPPB-LHCC or similar approved.
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ISOMETRIC VIEW
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Scale: n.t.s
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STREET SUMP DETAILS
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Scale:
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Plan No.
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Sheet
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L.S.Wright
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Checked
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Designed
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Revised
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Drawn
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6.3
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of
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As Shown
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Sheets
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G:\DRAWINGS\STANDARD\Part 3 ROADING\3.new.dwg Plotted 21 SEP 2004
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales: Not To Scale
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6.3.1
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SUMP DETAILS
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S. Calkin
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1
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1
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%%UYARD SUMP%%U
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Cast Iron Cover
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450 X 450
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Subgrade
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Min. 200%%c
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Stormwater pipe
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pipe
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300 X 300
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Cast Iron Cover
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Stormwater pipe
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Min. 150%%c
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%%UFOOTPATH/SMALL SUMP
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Revised
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G:\DRAWINGS\STANDARD\Part 6 STORMWATER\6.03.dwg Plotted 30 AUG 2005
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
T. McGlynn
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
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Not less than 45
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408
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STANDARD GRATE DETAILS
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Revised
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Designed
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Drawn
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Checked
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Scales: N.T.S. 1:10
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Sheet
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Plan No.
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E. Toye
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2
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of
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2
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6.4
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Sheets
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ISOMETRIC VIEW OF GRATE DETAIL
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%%uPLAN VIEW OF FRAME%%u
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Scale 1:10
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Minimum supports required
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25mm Lip
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22mm Lip
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Note Where grates are replaced on frames with no centre supports the grate should have deeper sections, ie greater than 45mm to distribute loading.
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 6 STORMWATER\6.04.dwg Plotted 30 AUG 2005
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
100mm SH (sewer heavy) pipe complying to ANZS 1260, 1996 (PVC pipes and fittings for drain waste and vent applications).
AutoCAD SHX Text
Boundary
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'WEBFORGE' Well-up sump grate
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Grate
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Vehicle Crossing.
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150mm min. cover
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Scales:
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Sheet
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Plan No.
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E. Toye
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Checked
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Designed
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Revised
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Drawn
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6.5
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of
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Not to Scale
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Sheets
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VEHICLE CROSSING (HEAVY DUTY & STANDARD) WELL-UP SUMP
AutoCAD SHX Text
G:\DRAWINGS\STANDARD\Part 6 STORMWATER\6.05.dwg Plotted 30 AUG 2005
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
AutoCAD SHX Text
07 / 07
AutoCAD SHX Text
City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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6.6
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STANDARD HEADWALL DETAIL
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1:25
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R. Gadbaw
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150
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230
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300
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375
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450
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525
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600
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750
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900
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1050
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1200
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1350
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300
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380
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450
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550
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630
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700
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800
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1000
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1170
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1380
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1520
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1680
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450
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600
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750
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900
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1100
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1200
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1400
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1700
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2000
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2300
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2600
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2800
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600
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700
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750
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850
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900
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1000
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1100
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1200
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1450
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1700
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2100
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2400
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200
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250
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300
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400
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450
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550
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600
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650
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750
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750
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750
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750
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150
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200
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200
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200
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230
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230
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230
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300
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300
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450
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450
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450
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100
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100
AutoCAD SHX Text
100
AutoCAD SHX Text
100
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150
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150
AutoCAD SHX Text
150
AutoCAD SHX Text
150
AutoCAD SHX Text
150
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150
AutoCAD SHX Text
150
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150
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450
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450
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300
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300
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300
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230
AutoCAD SHX Text
230
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230
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150
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150
AutoCAD SHX Text
150
AutoCAD SHX Text
150
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PIPE
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%%C of
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a
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b
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c
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d
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e
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f
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g
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PRINCIPAL DIMENSIONS (mm.)
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1. %%uREINFORCE FLOOR & WALLS WITH:%%u
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150 - 375 665 MESH
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450 - 600 663 MESH OR 10%%C RODS @ 250 CRS
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675 - 900 12%%C RODS @ 250 CRS
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1050 - 1350 12%%C RODS @ 150 CRS
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2. ALL REINFORCEMENT SHALL BE PLACED CENTRALLY IN
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GRILL CONSTRUCTED TO
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TOP OF HEADWALL
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INTERMEDIATE BEAM
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WHERE NECESSARY
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BARS AT 100mm CRS
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& WINGWALL FOR REMOVAL
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BOLTED TO HEADWALL, APRON
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4
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1
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12%%C TRIMMER ROD
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BEVEL FOR
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INLETS
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1 IN 12
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FALL
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MAX. 400mm
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20mm CHAMFER
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ALL CORNERS
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%%uEND ELEVATION%%u
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%%uSECTION%%u
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%%uPLAN%%u
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%%uDEBRIS GRILL%%u
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WALLS AND FLOOR, AND SHALL BE CONTINUOUS
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BETWEEN WALLS AND FLOOR.
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3. LAPS IN STRUCTURAL GRADE BARS TO BE 300mm MIN.
AutoCAD SHX Text
4. THERE SHALL BE AT LEAST TWO BARS - WHETHER
AutoCAD SHX Text
MESH OR M.S. OVER THE TOP OF THE PIPE.
AutoCAD SHX Text
5. CONCRETE IS TO BE ORDINARY GRADE (17.5MPa) IN
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ACCORDANCE WITH N.Z.S. 1900 CHAPTER 9.3A.
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9. DEBRIS GRILL TO BE SPECIFICALLY DESIGNED.
AutoCAD SHX Text
8. DIMENSIONS b,c & d MAY BE VARIED TO SUIT SITE CONDITIONS.
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NO BAFFLES.
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6. BAFFLES ARE TO BE CONSTRUCTED AS SHOWN WHEN OUTLET
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VELOCITIES AND SOIL CONDITIONS DICTATE. IN EXTREME CASES
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7. INLET STRUCTURES SHALL HAVE REVERSE APRON FALL AND
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SPECIFIC DESIGN MAY BE REQUIRED BY THE ENGINEER.
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WINGWALL ALTERED TO
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ACCOMODATE DEBRIS
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GRILL
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Revised
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G:\DRAWINGS\STANDARD\Part 6 STORMWATER\6.06.dwg Plotted 30 AUG 2005
AutoCAD SHX Text
Water and Waste Services Manager
AutoCAD SHX Text
City Networks
AutoCAD SHX Text
G. Young
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11 / 07
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City Networks
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300
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300
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Standard Manhole Frame With Cover
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on Heavy Duty Lid With Porus
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900mm %%C Min Concrete Chamber
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Approved Filter cloth
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40-75mm Stone
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to Suitable Soakage
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Depth
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Note. 1. Soak Pits Shall be Sited Away From Services by 2m and Away From Building Foundations by 45° to Pit Base Min2. Silt Traps Shall be Constructed with Every Soak Pit Where Draining Surface Water 3. Soakways, raingardens, biofiltration trenches may be allowed for residential lots in those areas of the city which have the proven ability to effectively dispose of stormwater by soakage under all conditions of ground water level. Soakage tests will be required prior to subdivision consent. All proposals for onsite stormwater disposal by ground soakage must be supported by detailed calculation and drawings. Onsite disposal systems must be designed to have no adverse affects on ground stability or on downstream properties and shall be constructed in accordance with requirements of the Building Act 2004. The developer shall undertake detailed testing and calculations to determine that the proposed system is suitable for disposal from a 10% AEP event. Secondary flow paths shall be provided to cater for events exceeding the capacity of the primary system and on occasions when the primary system fails.
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Inlet
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R. Hodgson
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10 / 10
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City Contact
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Water and Waste Services Manager
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City Networks
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales:
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STANDARD SOAK PIT DETAIL (RESIDENTIAL)
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A4 1:25
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N.Mudgeway/T.McGlynn
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6.7
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Revised
Checked
Drawn
Designed
Plan No.
Sheet of Sheets
Scales:
MANHOLE - STORMWATER
Not To Scale
W.P / R.H.
(Min 75mm thickness).
10 MPa site concrete
pipelines from manhole.
Detail for concrete & uPVC
Seal with epoxy mortar
or flexible sealant.
Haunching 1 in 3
holes with epoxy mortar
manhole section with
Standard precast 1050Ø
See joint detail
300mm crs. Seal bolt
Stepped rungs at
strip.
Approved sealing
Rubber/
Sealing Strip.
Bitumen
DETAIL
JOINT
Approved
Dry pack mortar
RISER-LID
(Full height riser)
Riser
DETAIL DETAIL
RISER-LID
(Riser shortened)
Riser
Lid
Pour 17.5 MPa concrete
corbel up to flexible joint.
Lid
Heavy Duty Lid
fitted base.
pipelines from manhole.
Detail for concrete & uPVC
minimum width 190mm
base 150mm min. below
may have mass conc.
Note: Stormwater MH's
bottom of pipe.
Revised
C:\C
ivil 3
D D
ra
win
gs\S
TA
ND
AR
D\P
art 6
S
TO
RM
WA
TE
R\6
.8
.d
wg
P
lo
tte
d 1
N
OV
2
01
6
Concrete Hauching
Topsoil or Hotmix
& frame flush with surface
Heavy Duty Cast Iron cover
30
04
50
75
0 a
pp
ro
x.
25
ap
pro
x.
ap
pro
x.
X
X
X = 1.5 x Pipe Diameter + 600mm but no less
than 750mm total.
* For concrete pipes the first joint must be
no more than 600mm from face of
manhole, X may be calculated as 600 + a
pipe length (600 + 2400).
* "Rocker Pipe" may be used where the
main is PVC.
*
*
Continuous sand coated PVC
pipe where in contact with
concrete.
Double flexible joints required both
sides, distance between 1'st and 2'nd
joint = 2 x nominal bore minimum *
600 Max
600 Max
T. McGlynn
11 / 17
City Networks
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6.8
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Checked
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Drawn
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Designed
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Plan No.
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Sheet
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of
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Sheets
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Scales: Not To Scale
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6.9
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TYPICAL INSPECTION CHAMBER FOR 100mm PIPE
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Pipe must be completely bonded
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to concrete base. An acceptable
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method for uPVC pipes is either
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a manhole connector or a glued
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coating of sand to the outside
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of the pipe.
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side of manhole riser.
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Corbel to extend 150mm each
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Riser
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cover & frame fits into
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600mm pipe.
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A
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A
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%%USECTION A-A%%U
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3
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1
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Heavy Duty Cast Iron
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Revised
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For lid see Standard Drawings 4.3 & 4.4
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C:\Civil 3D Drawings\STANDARD\Part 6 STORMWATER\6.9.dwg Plotted 1 NOV 2016
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Epoxy mortar
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B
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B
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%%USECTION B-B
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1:3
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1:3
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1:3
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Cut flush with
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wall of chamber
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%%USTORMWATER
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Double Flexible joint at corbel to be provided within 600mm of the inspection chamber both sides. For concrete pipes the first joint must be no more than 600mm from face of manhole, the next joint offset may be calculated as 600 + a pipe length from the face of manhole riser (600 + 2400).
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T. McGlynn
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11 / 17
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City Networks
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R.H.