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Waipa District Council HAMILTON CITY DEVELOPMENT MANUAL Volume 5 District Council Supplement Version : September 2010 Volume 5 District Council Supplement Table of Contents Part 1 : General Part 2 : Earthworks and Land Stability (no additions) Part 3 : Road Works Standard Drawings DCS301 Rural Entranceways – Residential, Light & Heavy Commercial (except for Waikato District Council – refer separate WDC Addendum) DCS302 Rural Vehicle Accessway Separation Diagram Part 4 : Stormwater Drainage Part 5 : Wastewater Drainage Standard Drawings DCS501 Internal Drop Manholes Part 6 : Water Supply Standard Drawings DCS601 Typical Valve Marker Plate DCS602 Typical Water Meter Marker DCS603 District Connection Installation DCS604 Typical Network Layout Part 7 : Street Landscaping (no additions) Part 8 : Network Utilities (no additions) Part 9 : District Council Addendums as follows: 1. Waikato District Council Version : September 2010 Hamilton City Development Manual Volume 5 : District Council Supplement Part 1 – General Authorised by : N/A Page 1 of 23 PART Infrastructure Manual Design 3 PART 1 - GENERAL – STREET WORKS 1.0 This volume has been prepared as a supplement to the Hamilton City Development Manual which has been adopted for use by the following neighbouring district councils: Waikato – Waipa Otorohanga Guide : Design 2 Volume Waitomo 2.0 The volume sets out general variances to the existing Manual and/or additional design standards or technical specifications that should be followed for the installation of services in subdivision and contract works in the above district council areas. Each district council may also maintain an addendum to this Manual setting out specific district requirements, and each district reserves the right to make a final decision regarding any of these standards to suit the individual practices within their district. Refer to Part 9 of this Volume for separate District Addendums. Where there is any discrepancy between this volume and the relevant council’s District Plan, then the District Plan shall have precedence. Any ambiguities between documents should be addressed to the relevant district council. 3.0 Generally, this volume follows the same Part numbering system used in Volume 2 : Design Guide, though not all parts have additional or changed requirements : Page Part 1 : General Part 2 : Earthworks & Land Stability (no additions) 1 Part 3 : Road Works Part 4 : Stormwater Drainage Part 5 : Wastewater Drainage Part 6 : Water Supply Part 7 : Street Landscaping (no additions) Part 8 : Network Utilities (no additions) Part 9 : District Council Addendums 4.0 Defects Liability Period (Volume 1, Part 1, Clause 1.4.11) The Defects Liability Period for subdivisional works shall be 12 months for all participating district councils. Version : September 2010 Hamilton City Development Manual Volume 5 : District Council Supplement Part 2 – Eathworks Authorised by : N/A Page 2 of 23 3 PART Infrastructure Manual Design PART 2 : EARTHWORKS AND LAND STABILITY – STREET WORKS No amendments or additions required. – Volume 2 : Design Guide : Design 2 Volume Page 2 Version : September 2010 Hamilton City Development Manual Volume 5 : District Council Supplement Part 3 – Road Works Authorised by : N/A Page 3 of 23 3 PART Infrastructure Manual Design PART 3 – ROAD WORKS – STREET WORKS 1.0 APPLICATION This section sets out the general roading standards for the design of subdivisional roads in the district council areas listed in Part 1 : General. – Volume 2 : Design Guide : Design 2 Volume 2.0 REFERENCES “Rural Road Design - A Guide to the Geometric Design of Rural Roads” - Austroads (AP-G1/03) “Intersections at Grade” - Austroads Guide to Traffic Engineering Practice – Part 5 (AP-G11.5/05) 3.0 ROAD CLASSIFICATION HCC’s “Table 3.1 : Road Classification” (Volume 2, Part 3 of this Manual) has been replaced in this Volume 5 by alternative tables representing the separate requirements of each district council (see Appendices 1-3 of this Road Works Part). 4.0 GEOMETRIC STANDARDS Typical cross section requirements relating to each district council are shown on the relevant Table 3.1 appended to this Part or the District Plan. Turning heads will be required at the end of all no-exit roads in accordance with Austroads Rural Road Design. Page 3 5.0 GEOMETRIC DESIGN Geometric design, including gradients, super elevation and road widening shall be in accordance with the Austroads publication “Guide to Geometric Design for Rural Roads”. 6.0 WALKWAYS Rural residential subdivisions should make provision for pedestrian access along grass berms. Refer to the relevant district council’s Table 3.1 appended to this Part or the District Plan. 7.0 ROAD RESERVES AND FENCING Adequate width of road reserve is important and is normally 20 metres. Additional width is likely to be required where earthworks are extensive. A minimum clearance of 3 m is desirable between the road reserve boundary and tops of cuttings or toes of embankments. Version : September 2010 Hamilton City Development Manual Volume 5 : District Council Supplement Part 3 – Road Works Authorised by : N/A Page 4 of 23 3 PART Infrastructure Manual Design – Fences, if constructed, shall be placed on boundary lines unless written permission is STREET WORKS received to do otherwise. 8.0 SUPER-ELEVATION OF CURVES Super-elevation shall not normally be required on curves in rural/residential subdivisions. – Guide : Design 2 Volume 9.0 PAVEMENT DESIGN Pavement design shall be in accordance with Volume 2, Part 3, Section 3.7 : Road Pavement, except that the percentage HCV’s shall be 9%. 10.0 DRAINAGE AND CULVERTS (ROAD DRAINAGE) Channels shall generally be provided for the efficient drainage of surface water (refer to relevant district council’s appended Table 3.1 or the District Plan) and shall be graded to outlets at regular intervals not exceeding 150m. On steep grades where channels are subject to scouring, protection work may be required. Swale drains may be allowed in suitable locations in some district – refer to relevant district council for information. Culverts, where required, shall be designed in accordance with approved engineering standards. Notwithstanding the outcome of any design calculations, no culvert traversing a road or vehicle entrance shall be smaller than 300mm in diameter. In non-urban subdivisions where stormwater from the road formation and adjoining properties cannot be discharged via either open channels or a piped system to an approved Page outlet, the construction of drilled and lined soak holes and/or roadside berm drainage beds 4 are an option. Any application for this type of disposal system must be accompanied by results of soil percolation tests, specifications and design calculations for Council’s approval. The design and testing of these drainage systems shall be carried out by an approved geotechnical engineer. 11.0 BRIDGES Where bridging is required, the design shall comply with NZ Transport Agency standards and requirements. Approval of waterway area shall be obtained from Environment Waikato and the bridge design shall be prepared and certified by a Chartered Professional Engineer. Design calculations shall be provided to Council. 12.0 INTERSECTIONS The location of intersections shall be chosen to ensure adequate spacing and sight distance is available for all vehicle movements. Version : September 2010 Hamilton City Development Manual Volume 5 : District Council Supplement Part 3 – Road Works Authorised by : N/A Page 5 of 23 3 PART Infrastructure Manual Design New intersections shall not be designed to form crossroads with existing roads. – STREET WORKS Intersection design shall be in accordance with Austroads “Intersections at Grade” (Part 5). Safe Intersection Sight Distance (SISD) shall be provided at any intersection, in accordance with the following table. Speed (km/h) SISD Distance 40 70 – 50 90 Guide : Design 2 Volume 60 115 70 140 80 175 90 210 100 250 110 290 120 330 13.0 VEHICULAR ENTRANCES Vehicular entrances onto district roads shall generally be constructed in accordance with standard drawing DCS301 unless modified by the relevant District Council (refer to Part 9 of this Volume : District Council Addendums). Visibility shall be in accordance with the following table. Refer to Austroads “Rural Road Design”. Design Speed (km/h) Distance (m) 40 28 50 44 60 63 Page 70 86 5 80 115 90 140 100 170 110 210 120 250 130 300 Stopping Sight Distances 350 300 250 200 (m) 150 100 50 Stopping Distance Distance Stopping 0 0 50 100 150 Design Speed (km/hr) Version : September 2010 Hamilton City Development Manual Volume 5 : District Council Supplement Part 3 – Road Works Authorised by : N/A Page 6 of 23 3 PART Infrastructure Manual Design – Vehicular entrances onto State Highways will require New Zealand Transport Agency STREET WORKS approval as to siting and design. Access drives shall be formed and maintained so as to adequately control stormwater and prevent materials such as mud, stones, chip, gravel or stock effluent being carried onto a public road. – Definitions Refer to Drawing DCS301 for layout diagram Guide : Design 2 Volume Road intersections Public or Private Roads, Right-of-ways and vehicle entrances generating more than 100 traffic movements per day. Entrance Up to 2 individual vehicle entrances adjacent to each other. Vehicular entrance Vehicle access from a public or private road to public or private land or right-of-way. Separation distances K, M and N as per Drawing DCS302 14.0 ACCESS SEPARATION Intersection and entrance separation requirements shall be in accordance with specific requirements of the relevant district council (Refer to Part 9 of this Volume : District Council Addendums). Refer Drawing DCS302 for general guidelines. 15.0 ACCESS TO REAR LOTS (RIGHT OF WAYS) 15.1 Pavement Design Pavement Design shall be in accordance with Volume 2 Part 3, Clause 3.16. Page A Producer Statement shall be provided by an Engineer for the design and construction of 6 a Right-of-Way. (Volume 4, Part 9, Checklist 4i). 15.2 Dimensions Access shall be in accordance with the relevant district council’s Table 3.1 appended to this Part or the District Plan.
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