CODE OF PRACTICE FOR SUBDIVISION AND DEVELOPMENT

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Part 3 - RoadsParkingAngleTABLE 3.5: PARKING SPACE DIMENSIONSStall Stall DepthType of Parking WidthType (a) From Wall(b)From Kerb(c)Manoeuvre AisleWidth(d)Total Depth(e)ALL MEASUREMENTS ARE IN METRES90º Nose in: left turn 2.52.62.890º Nose in: right turn 2.52.62.875º Nose in 2.52.62.860º Nose in 2.52.62.845º Nose in 2.52.62.830º Nose in 2.52.62.84.9 3.9 7.77.06.64.9 3.9 8.47.97.55.2 4.2 6.35.24.15.2 4.2 4.13.53.24.9 4.1 2.62.42.34.0 3.4 2.42.42.30º Parallel 2.5 Stall length 6.1m 3.712.611.911.513.312.812.411.510.49.39.38.78.47.57.37.26.46.46.3Figure 3A: ANGLE PARKING REQUIREMENTSCode of Practice for Subdivision and Development – Edition 5 October 2010 Page 43
Part 3 - Roads3.3.9 Crossfall on Grass BermsThe shape, slope and vegetation of berms shall be such as to provide satisfactorily forstorm water runoff, maintenance, location of services and vehicle crossings toproperties (unless acceptable alternative parking is provided). To achieve satisfactorydrainage the crossfall should be at least 3%.Grassed areas for tree planting which are additional to the minimum berm width shallbe specifically designed, in these areas steeper gradients may be permitted to amaximum of 20% providing the area can be mown or otherwise maintained by Council.3.3.10 Road PavementDesign LifeThe pavement shall have a design life of not less than 25 years. The following types ofpavement may be used within Franklin District:Flexible PavementAll flexible pavements shall be designed in accordance with the Austroads PavementDesign Guide and the New Zealand Transport Agency Supplement. The designershall produce a ‘Pavement Design Report’ which shall include:• Results of soils investigations• Design assumptions and figures• QA measures and recommendations for construction.Rigid PavementAll rigid pavements shall be designed as prescribed in the Austroads Pavement DesignGuide (Pavement Design – A Guide to the Structural Design of Road Pavements) andthe New Zealand Supplement, 1995.Pavement UnitsWith adequate support solid masonry paving units may be accepted in normal roadwaysituations and may also be a suitable alternative in light duty areas such as shoppingmalls and courtyards, where surface appearance is a consideration. For designinformation refer NZS 3116.Masonry units so designed as to enable grass to grow through the surface will not beaccepted for berm parking on road reserve.CBR TestsCBR values shall be determined in the laboratory according to test 18 of NZS 4402:Part 2P. Samples should be manufactured in the laboratory to a dry density equal tothat in the field. The CBR values used in the pavement design shall be soaked valuesunless otherwise approved by the Engineer. Other values may be submitted forapproval with sufficient evidence with reference to equilibrium moisture content toshow that the value chosen should be the minimum strength value likely to beachieved by the subgrade material over the life of the pavement.The CBR value used in the design shall be the 10-percentile value of the CBR teststaken on the subgrade material. The subgrade is the top 1m of material, eitheroccurring naturally on the site or imported, on which the pavement is constructed.Code of Practice for Subdivision and Development – Edition 5 October 2010 Page 44
Page 1 and 2: CODE OF PRACTICEFORSUBDIVISION AND
Page 3 and 4: Table of ContentsPART 1: GENERAL RE
Page 5 and 6: Table of Contents3.3.11 Traffic Ser
Page 7 and 8: Table of Contents7.2.2 Landscape Pl
Page 9 and 10: Table of ContentsAPPENDICESAppendix
Page 11 and 12: Part 1 - General Requirements and P
Page 29 and 30: Part 2 - Earthworks and Foundations
Page 41 and 42: Part 3 - Roads3.2.2 ParkingFor matt
Page 43 and 44: Part 3 - Roads3.2.4 Requirements fo
Page 45 and 46: Part 3 - Roads3.2.9 Pedestrian and
Page 47 and 48: Part 3 - Roads3.2.13 Standards and
Page 49 and 50: Part 3 - Roadsaccordance with claus
Page 51: Part 3 - RoadsThe requirements of t
Page 55 and 56: Part 3 - RoadsPercentage of Materia
Page 57 and 58: Part 3 - RoadsPainted road markings
Page 59 and 60: Part 3 - Roads3.3.16 Dished Channel
Page 61 and 62: Part 3 - Roads(d)A double crossing
Page 63 and 64: (j)(k)(l)Lighting should be conside
Page 65 and 66: Part 4 - DrainageWhere subdivision
Page 67 and 68: Part 4 - Drainage4.2.5 Design Flow
Page 69 and 70: Part 4 - Drainage4.2.7 The Hydrauli
Page 71 and 72: Part 4 - DrainageWhere the pipeline
Page 73 and 74: Part 4 - DrainageHydraulic flow in
Page 75 and 76: Part 4 - DrainageWhere an extended
Page 77 and 78: Part 4 - Drainage4.2.21 Acceptance
Page 79 and 80: Part 4 - DrainageManagement Plan De
Page 81 and 82: Part 5 - Waste WaterThe above desig
Page 83 and 84: Part 5 - Waste WaterJointsAll pipes
Page 85 and 86: Part 5 - Waste Waterand application
Page 87 and 88: Part 5 - Waste Water5.2.9 Ramped Ri
Page 89 and 90: Part 5 - Waste Water22. All control
Page 91 and 92: Part 6 - Water Supply and Other Ser
Page 103 and 104:
Part 7 - Parks and ReservesPART 7:
Page 105 and 106:
Part 7 - Parks and ReservesTABLE 7.
Page 107 and 108:
Part 7 - Parks and Reserves7.3.6 St
Page 109 and 110:
Part 7 - Parks and ReservesShould s
Page 111 and 112:
Part 7 - Parks and ReservesEngineer
Page 113 and 114:
Part 7 - Parks and Reserves7.8 FERT
Page 115 and 116:
Part 7 - Parks and ReservesShrubs s
Page 117 and 118:
Part 7 - Parks and Reservescommence
Page 119 and 120:
Part 7 - Parks and Reserves7.14.6 T
Page 121 and 122:
Part 7 - Parks and Reserves• Main
Page 123 and 124:
Part 7 - Parks and Reservessuitable
Page 125 and 126:
Part 7 - Parks and Reservesand othe
Page 127 and 128:
Part 7 - Parks and ReservesSpraying
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Part 7 - Parks and ReservesTABLE 7.
Page 131 and 132:
Part 7 - Parks and ReservesITEM REG
Page 133 and 134:
Part 8 - Power, Telephone and Gas8.
Page 135 and 136:
Appendix AStatement of Professional
Page 137 and 138:
Appendix BDesign Certificate - Land
Page 139 and 140:
Appendix CCertified Development Che
Page 141 and 142:
Appendix EElectronic As-Built Requi
Page 143 and 144:
Appendix GStandard Detail Drawings
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CODE OF PRACTICE FOR SUBDIVISION AND DEVELOPMENT

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