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Resource Management Act 1991

Report / Decision on a Non-notifiedSubdivision Consent Application

Sections 95A / 95B and 104 and 104B

Application Number: RMA/2016/1978: SubdivisionRMA/2016/2864: Landuse

Applicant: Fulton Hogan Land Development LtdSite address: 50 Richmond Avenue, 387 Halswell Junction Road and 65 and 67 Richmond

AvenueLegal Description: Lots 857, 858, 891, 892 and 992 DP496148Zoning: Christchurch City/Banks Peninsula District Plan: Living G and Rural

Proposed Replacement District Plan: ConservationOperative Replacement District Plan: Residential Suburban and MediumDensity zones

Overlays and map notations: Liquefaction Management AreaActivity Status - subdivision: Christchurch City: NA

Proposed Replacement District Plan: NAOperative Replacement District Plan: Controlled

Activity Status - land use: Christchurch City Plan: DiscretionaryProposed Replacement District Plan: NAOperative Replacement District Plan: Restricted Discretionary

Description of Application: 58 residential lot subdivision and associated landuse for earthworks, waterwaysetback breach (Knights Stream) and non-compliance with visibility splay.

The proposal

The subdivision and associated land use proposals are set out below:

Subdivision· 58 residential allotments, being 44 Residential Suburban sites and 14 Residential Medium Density

sites;· 1 recreation reserve to vest in Council;· 1 drainage reserves to vest in Council;· roads to be vested in Council; and· two balance allotments (Lots 930 and 1070).

Landuse· The establishment of structures within the 10m setback from an Upstream River, formerly being part of

Knights Stream for Lots 831, 844, 846, 848- 856 of this application, and Lots 857 and 858 DP496148.A setback of 2m from the property boundary is proposed as shown on the Waterway Setback Plancontained in Appendix B.

· To not provide the clear visibility area required under Transport Appendix 7.7 for the accesses of Lots838, 846/848, 849, 856, 866 and 901/902.

· Undertake earthworks within the application site to complete the shaping of the allotments and roadformation work. This work will exceed the permitted limits for both Zones, and may also be within the10m setback from Knights Stream.

· Existing car park in proposed reserve.

Existing EnvironmentI adopt the applicant’s description of the environment in section 3 of their application report

Planning Framework

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The operative Christchurch district plans are under review. The Independent Hearings Panel has made a numberof decisions on specific parts of the Replacement District Plan, including ‘Strategic Directions and StrategicOutcomes’. Some of the rules have legal effect pursuant to section 86B of the Resource Management Act, whileothers are fully operative or treated as operative pursuant to section 86F of the Act. The rules applicable to thisproposal have been assessed and the breaches are identified below. Relevant objectives and policies arediscussion in a later section of this report.

The lodgement date was 26 July 2016.

Christchurch City PlanPart 2At the time the time the application was lodged the portion of the site to be vested as reserve was zoned LivingG (Halswell West). The proposal would not have met the following land use rules:

· Development Standard 11.2.8 Development plan.· Community Standard 2-11.3.2 Site size.· Community Standard 2-11.3.4 Traffic generation.

Part 9· Development Standard: 3-9.5.2.4 Filling, excavation and building adjacent to waterways and the

coastline. Buildings and works are proposed within 10m of an upstream waterway.· Development Standard 9.5.6.2 Filling and excavation on other land: Earthworks are anticipated to be

approximately 10,000m³ and a maximum depth of 0.3m.

Christchurch Replacement District PlansChapter 5

· Under clause 5.4.2 controlled activities, C1, the creation of any vacant allotment in a LiquefactionManagement Area is a controlled activity with Council’s control and assessment criteria limited to thosematters set out in the rule.

Chapter 7· The proposal would have a restricted discretionary activity status under 7.2.2.2 Restricted discretionary

activities, RD1 because visibility splays required under rule 7.2.3.7 access design is not met. Theaccess legs to lots 838, 846, 848, 856, 866, 901 and 902 are not of a sufficient width to enable theclear visibility area required under Appendix 7.7. The matters of control

Chapter 8· A subdivision that is compliant with the activity standards would be a controlled activity under cause

8.3.2.1, C5 with matters of control set out in clause 8.4.4.· The proposed subdivision has a restricted discretionary activity status under clause 8.3.2.2RD2 because

the proposal does not meet activity standards:- 8.3.3.3. Visibility splays are not provided as set out above for chapter 7.

· The proposed earthworks have a restricted discretionary activity status under clause 8.5A.2.2, RD1because it does not meet activity standard (i) of clause 8.5A.2.1, P1. More than 20 cubic metres ofearthworks would be undertaken on the site.

National Environmental Standard

The National Environmental Standard for Assessing and Managing Contaminants in Soil to Protect Human Health(NES) controls subdivision of land and soil disturbance where an activity on the Hazardous Activities andIndustries List (HAIL) is being carried out or is more likely than not to have been carried out.

Under landuse consent RMA92026599 which allowed bulk earthworks over the site it was concluded that therewas no evidence to suggest that the application site is HAIL land therefore the NES does not apply.

Notification matters [Sections 95A – 95E and Replacement District Plan Objective 3.3.2]

There are no special circumstances that warrant public notification pursuant to section 95A(4).

Non-notification of this application is consistent with strategic Objective 3.3.2 of the Christchurch ReplacementDistrict Plan which states that requirements for notification and written approval are to be minimised whenimplementing the Plan.

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Actual and potential effects on the environment of allowing the activity [Sections 95A, 95D, 95E and104(1)(a)]

As a discretionary activity the assessment of the effects of the subdivision is unrestricted and all actual andpotential effects must be considered however the assessment matters. Notwithstanding I consider that thematters of control/discretion provide a useful guide by which to assess the application. I consider that the keyissues relate to:

- ODP/Design- Infrastructure Transport- NZTA- Reserve- Geotechnical- Land contamination- Waterway

My assessment of these matters is set out below. Unless otherwise specified the reference to ODP in the text ofthis report is that in the Operative Replacement Plan, not the City Plan.

ODP/DesignThe subdivision design reflects the ODP that applies to the site through the new zoning of the land under theReplacement Plan. There are limited options for the design of the subdivision given that this is the last stage ofKnights Stream and the layout directed by the ODP. The proposal meets the requirements in the ODP for a 15mbuilding setback for lots fronting John Patterson Drive (Lots 873, 902, 921 to 929 and 931) and the lotsoverlooking the rural zone (831 to 834, 898 to 902). Landscaping will be provided within this setback area.

InfrastructureNo infrastructure constraints have been identified for the subdivision from a stormwater or sewer perspective byMr Brian Norton, Stormwater Planning Engineer or Mr Victor Mthamo, Planning Engineer (Consultant)respectively. I note that the road connections to the land at 419 Halswell Junction Road are maintained for aservicing (and access) corridor.

TransportThe application has been assessed by Mr Mike Calvert, Transport Network Planner in the assessment dated19/08/2016. No concerns were raised by Mr Calvert in relation to ODP layout, physical/legal road widths and thedesign of the intersection with John Patterson Drive. I note that the widening of Halswell Junction Road along thefrontage of the reserve occurred as part of subdivision consent RMA92029290.

The NZTA are constructing John Patterson Drive which will connect to the Southern Motorway and HalswellJunction Road interchange and have provided their written approval to the subdivision – see the letter dated 26July 2016. This is a requirement under section 176 of the Act.

In terms of the visibility splay the non-compliances relate to the lots within the crescent. The non-compliancesrelate to rights of way/access lots to a small number of rear lots within the new crescent. It is not a major throughfare for pedestrians or vehicles. Thus it is not expected that the potential for conflict between pedestrians andexiting vehicles would be high.

ReserveThe proposed reserve is located within the reserve area as illustrated on the ODP. A parking plan has beensubmitted to support future activities on the reserve such as sports fields. Parking activities are anticipated forreserves of this nature and can be reasonably expected under the ODP given that

GeotechnicalSee section 106 assessment below.

WaterwayThe waterway setback breach relates to an original section of Knights Stream that was decommissioned (due toits realignment) and then filled in for farming purposes. Under subdivision consent RMA92029290 it was re-established within a local purpose utility reserve but on a different alignment and in accordance with the ODPunder the Replacement Plan. At present it does not have a permanent water supply although I understand thatthere are plans to rectify this through supplementary ground water supply. The waterways is identified forrestoration in both the ODP and the South West Area Plan (as a place of significance to tangata whenua). Thewaterway has already been landscaped.

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The waterway already sits within a 20m wide corridor so while buildings would sit much close to the waterwaythan is permitted there would remain a sense of openness for people traversing this area. Fencing requirementsalong the reserve boundary mean that any fence constructed must be visually permeable which would furtherreduce the potential for a sense of enclosure.

A key concern relates to erosion and sediment control and ensuring that the waterway (especially if it obtains aflow) is protected from sediment during works. Normal subdivision practises as proposed by the applicant includethe management of works in accordance with the relevant Ecan guideline and it is normal for building consentprocesses to include erosion and sediment control measures during the construction of dwellings once thesubdivision works are complete. I have consulted with Ms Katherine Hall, Technical Support and ApprovalsOfficer who has no fundamental concerns.

For the above reasons I do not consider that there are any affected parties due to the waterway setback breach.Notwithstanding the applicant has consulted with Te Ngāi Tūāhuriri Rūnanga and Te Taumutu Rununga and hasobtained their written approval.

Earthworks/ConstructionThe applicant has provided an assessment of earthwork effects in section 6.2 of their report. Earthworks aregenerally restricted to shaping etc of existing levels. The existing levels (including excavations for future roads)were created under RMA92026599 which allowed bulk earthworks over a large area. There is nothing particularlyremarkable about the earthworks and standard engineer practises and conditions are proposed to ensure thatconstruction effects are minimised and finished levels do not create a nuisance or drainage effect for neighbours.

ConclusionBased on the above I am satisfied that the effects on the environment are less than minor and that there are noaffected parties. Notwithstanding I note that the applicant has provided the written approval of the NZTA andtangata whenua and any effect on them shall not be taken into account in terms of section 104(3)(a)(ii).

Recovery Plans and Regeneration Plans

Section 60(2) of the Greater Christchurch Regeneration Act 2016 requires that decisions and recommendationson resource consent applications are not inconsistent with Recovery Plans and Regeneration Plans. Forrestricted discretionary activities, Section 60(5) states that such plans are a matter over which discretion isrestricted.

The Land Use Recovery Plan (LURP) is relevant to this proposal as the site sits within a greenfield area. Thereare no conflicts with the LURP.

There are no Regeneration Plans in place at this time.

Other Section 104 matters

The application is:

· In keeping with Part II of the Act as it will maintain amenity values and the quality of the surroundingenvironment.

· In the context of the new ODP under the replacement plan, is consistent with the relevant objectives, policiesand assessment matters in the City Plan and Replacement District Plan which essentially seek to maintainor enhance the amenities of the built environment, and ensure that the creation of new allotments does notadversely impact on physical infrastructure or the cost of its provision.

· Consistent with the strategic objectives in Chapter 3 of the Operative Replacement District Plan.

· Consistent with the relevant objectives and policies in Chapter 8 of the Proposed Christchurch ReplacementDistrict Plan, as the new allotments will be appropriately designed and serviced for the anticipated purpose.

· Meets standard geotechnical requirements for residential development in terms of chapter 5.

· Able to be granted consent without public notification, pursuant to Section 104(3)(d).

The National Environmental Standard for Assessing and Managing Contaminants in Soil to Protect Human Healthis not relevant to this application as there is no evidence to suggest that the land has been used, or is more likelythan not to have been used, for an activity on the Hazardous Activities and Industries List.

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Section 106

The relevant part of Section 106 reads:

Consent authority may refuse subdivision consent in certain circumstances(1) A consent authority may refuse to grant a subdivision consent, or may grant a subdivision consent

subject to conditions, if it considers that—(a) the land in respect of which a consent is sought, or any structure on the land, is or is likely to be

subject to material damage by erosion, falling debris, subsidence, slippage, or inundation from anysource; or

(b) any subsequent use that is likely to be made of the land is likely to accelerate, worsen, or result inmaterial damage to the land, other land, or structure by erosion, falling debris, subsidence,slippage, or inundation from any source; or

(c) sufficient provision has not been made for legal and physical access to each allotment to becreated by the subdivision.

This section of the Act is particularly relevant in relation to geotechnical concerns following the Canterburyearthquakes. The land is identified as being within the Liquefaction Management Area in the Christchurch DistrictPlan and rule 5.4.2a applies as vacant lots will be created.

Mr Bruce Craig, Senior Subdivision Engineer has reviewed the application and advises that:

I have viewed the Knights Stream Park Stage 7 and 8 Geotechnical Subdivision Report reference 200376 Rev3 dated 18 November 2014.

The above report covers the areas within the Knights Stream Park Stage 8C, 8D and 8E development areas.

The assessment for the Knights Stream Park Stage 8C shows that the area generally has a varying depth ofclayey silts and sandy silts overlying sandy gravel with the depth of the watertable being 2m to 4m from presentground level.

The report indicates that in the SLS event liquefaction will not occur, but in the ULS event liquefaction couldoccur to varying degrees with resulting settlements.

In the SLS event based on a 1 in 150 year event settlements of 0-50mm can be expected and in the ULS event(1 in 500 year event) the settlements expected are in the range 0-100mm.

In terms of the land Classification Technical Categories introduced by the MBIE, Stage 8C of the KnightsStream Park development lies within TC1 and TC2 classifications. An area within Stage 8E sports park has aTC3 classification. Lateral spread has been discussed and in a SLS event no lateral spreading is expected. In aULS event up to 100mm of lateral spread is expected adjacent to the stormwater retention and first flush pondson the south side of the stage 7 development and along Knights Stream to the southwest of the Stage 7development.

Section 106 of the RMA has been discussed and with the mitigation measures proposed section 106(1)(a)and(b) have or will be satisfied.

Conditions have been recommended by Mr Craig to address geotechnical matters including a specific buildingfoundation design for sites with a TC2 equivalent status.

Also relevant to section 106(1)(a) and (b) is that earthworks would ensure that there is sufficient drainage fromall residential lots to streets with an adequate elevation above the secondary flow path and in response to the50 year critical storm event.

With respect to section 106(1)(c), I am satisfied that adequate legal and physical access is provided to eachallotment.

It is therefore considered that there are no grounds to refuse the consent pursuant to Section 106.

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Recommendations

LAND USE CONSENT RMA/2016/2864

(A) That the application be processed on a non-notified basis in accordance with Sections 95A – 95E of theResource Management Act 1991.

(B) That the application be granted pursuant to Sections 104, 104B, and 108 of the Resource ManagementAct 1991, subject to the following condition:

1. The development shall proceed in accordance with the stamp approved application plansRMA/2016/2864 page 1 to 3.

2. All earthworks associated with the subdivision shall only be undertaken in accordance with theconditions of subdivision consent RMA/2016/1978.

3. All buildings and earthworks associated with future dwellings on Lots 831, 844, 846, 848, 849 to 856on the scheme plan (approved plan 1) and Lots 857 and 858 DP496148 (65 and 67 Richmond Avenuerespectively) shall be undertaken in accordance with the Erosion and Sediment Control Guide forSmall Sites, by Environment Canterbury. No sediment associated with the construction of dwellingson these lots shall discharge to adjoining local purpose (utility) reserve containing Knights Stream.

4. All buildings on Lots 831, 844, 846, 848, 849 to 856 on the scheme plan (approved plan 1) and Lots857 and 858 DP496148 (65 and 67 Richmond Avenue respectively) shall be set back 2m from thelocal purpose (utility) reserve containing Knights Stream.

5. Buildings on Lots 831 to 834 and 898 to 902 shall be setback 5m from the shared boundary with localpurpose (utility) reserve Lot 1071. The area within the subject setback shall be landscaped.

6. Buildings on Lots 873, 902, 921 to 929 and 931 shall be set back 15m from the legal boundary ofJohn Patterson Drive as set out in the stamp approved application plan RMA/2016/2864 page 3. Thearea within the subject setback shall be landscaped.

Advice Note:· In respect to future residential development on Lots Lots 831, 844, 846, 848, 849 to 856 on the scheme

plan (approved plan 1) and Lots 857 and 858 DP496148 (65 and 67 Richmond Avenue respectively),this consent does not allow any other breach of rules in the relevant district plan other than a breach ofthe waterway setback standard.

· For the purposes of conditions 5 and 6 landscaped means the provision of predominantly trees and/orshrub plantings and may include some ancillary areas of lawn or other amenity features.

SUBDIVISION CONSENT RMA/2016/1978

(A) That the application be processed on a non-notified basis in accordance with Sections 95A – 95E of theResource Management Act 1991.

(B) That the application be granted pursuant to Sections 104, 104B and 106 of the Resource ManagementAct 1991, subject to the following conditions imposed pursuant to Sections 108 and 220 of the ResourceManagement Act 1991:

1. Compliance with Application Information1.1 The survey plan, when submitted to Council for certification, is to be substantially in accordance with

the stamped approved application plan RMA/2016/1978 page 1.

1.2 That the area on the approved subdivision plan may be shown on the survey plan for Lots 884-886RMA92031745.

2. Staging2.1 The subdivision may be carried out in stages. If staged, each stage is to be in accordance with the

staging shown on the application plan.

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At each stage any balance land is to be left as a fully serviced allotment that retains the underlyingcredits, if any, for financial contributions.

3. Allotments to Vest3.1 Lot 992 is to be shown on the survey plan as Recreation Reserve to Vest.

3.2 Lot 1071 is to be shown on the survey plan as local purpose (utility) reserve

4. New Road to Vest4.1 The new roads, being Lot(s) 1005, 1006 and 1007 are to be formed and vested in the Council to the

satisfaction of the Subdivision Engineer with underground wiring for electricity supply andtelecommunications.

5. Engineering General5.1 Asset Design and Construction

All infrastructure assets to be vested in the Council are to be designed and constructed in accordancewith the Christchurch City Council's Infrastructure Design Standard (the IDS) and the ConstructionStandard Specifications (the CSS).

5.2 Quality AssuranceThe design and construction of all assets is to be subject to a project quality system in accordancewith Part 3: Quality Assurance of the IDS.A. Submit a Design Report, Plans and Design Certificate complying with clause 3.3.1 to the

Subdivision Engineers (Planning Team 1). The Design Report and engineering plans are toprovide sufficient detail to confirm compliance with the requirements of the IDS and thisconsent.

B. Submit a Contract Quality Plan for review by the Council and an Engineer’s ReviewCertificate complying with clause 3.3.2.

Physical works shall not commence until a Council Engineering Officer confirms that theabove documentation has been received and accepted.

C. Submit an Engineer’s Report complying with clause 3.3.3 and an Engineer’s CompletionCertificate complying with clause 3.3.3.

The Engineer's Report is to provide sufficient detail to confirm compliance with the requirements ofthe IDS and this consent. This report and certificate is to be submitted prior to certificationpursuant to section 224c of the Act.

Note: Part 3 of the IDS sets out the Council's requirements for Quality Assurance. It provides aquality framework within which all assets must be designed and constructed. It also sets out theprocess for reporting to Council how the works are to be controlled, tested and inspected in orderto prove compliance with the relevant standards. It is a requirement of this part of the IDS that theapplicant provides certification for design and construction as a pre-requisite for the release of the224c certificate. The extent of the documentation required should reflect the complexity and/orsize of the project.

In addition to the above, the applicant is to design all infrastructure to resist the effects associatedwith earthquake induced liquefied soils. All liquefaction hazard mitigation shall be designed for a 1in 150 year return period serviceability limit seismic design event and a 1 in 500 year return periodultimate limit state seismic design event as defined in NZS1170.5.2004.

5.3 Unless an exemption is obtained, all private sewer and stormwater laterals (serving rear lots) shallbe installed under a single global Building Consent by a Licensed Certifying Drain Layer and theCode Compliance Certificate forwarded to Council’s Subdivision Team as part of the section 224capplication.

5.4 A CCTV (Video) inspection shall be carried out using a pan and tilt camera for all gravity pipelinesof 150mm diameter and above as per the Christchurch City Council Standard Specifications CSS:Part 3 Section 14.2.6. This shall only apply to pipes being vested in Council ownership which covermore than one manhole length. This is to be done after all construction works have been completed.The DVDs/tapes shall be labelled with the RMA consent number and address of the developmentand accompanied by CCTV log sheets which show a schematic layout of the pipeline videoed.

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5.5 All pipelines shall be free of debris and cleaned with an HP cleaner within 24 hours prior toinspection. Any gravel and stones shall be taken out of the pipeline; it is not acceptable to flushstones and gravel further down the line.

5.6 The CCTV/video footage of the pipeline being vested shall be forwarded to the Subdivision Engineerin DVD format with log sheets, engineering plan, summary sheet and a copy of the consentconditions at least 10 working days prior to the CCC Final Drainage Inspection. Asset and NetworkPlanning Unit staff will review a maximum of 1,000 metres of footage within 10 working days andrespond accordingly.

5.7 The applicant’s consultant shall provide the Council with ‘As-Built’ plans and data for allinfrastructure and private work, complying with Part 12 As-Builts of the CCC Infrastructure DesignStandards.

6. Water Supply6.1 The point of supply for the proposed allotments in:

a. Stage 8C shall be the existing pipe installed in Tongariro Street as part of Stage 8A. This willbe extended into Stage C with a smaller diameter main (DN100 or equivalent) forming a ringmain in the roads to vest Lots 1005 and 1006.

b. The main in Stage 8C shall also be extended through the proposed the ROW Lot 1070 andconnect to the main on Richmond Ave and this shall be covered by easements in gross infavour of Council (marked F and A on the Scheme Plan).

c. Stage 8D shall be the existing pipe installed in Richmond Avenue as part of the earlier stagesof the Knight Stream subdivision.

6.2 The water supply shall be designed in accordance with the Infrastructure Design Standard and ingeneral accordance with the NZ Fire Service Fire Fighting Water Supplies Code of Practice NZS4509:2008 to the satisfaction of the Assets & Networks Planning Team.

6.3 All lots shall be served with a water supply to their boundary. Submains shall be installed to 1m pasteach lot boundary.

6.4 Rear lots shall be served with laterals installed by a Licensed Certified Plumber into their net siteareas under a Building Consent for each stage. Alternatively, the consent holder can seek BuildingConsent (BC) exemption for the installation of the laterals. Where the laterals are installed underBC exemption construction shall be in accordance with the CSS and the IDS.

6.5 Dummy connection boxes shall be installed at the entrance of the R.O.Ws.

6.6 Where a water lateral is laid through private property or the R.O.W, relevant private easements forthe right to convey water shall be acquired by the applicant.

6.7 Where water supply mains are outside legal roads, a right to convey water in gross easement shallbe created over the new water supply main up to the last hydrant in favour of the Council.

6.8 This work shall be carried out by a Council approved water supply installer at the expense of theapplicant. Refer to:http://www.ccc.govt.nz/Water/AuthorisedInstallers/WaterSupplyAuthorisedInstallerRegister.pdf for alist of contractors.

7. Sewer7.1 The approved outfall for the residential allotments will be the existing trunk mains installed as part

of the earlier stages of the Knights Stream subdivision.

7.2 Sanitary sewer laterals shall be laid to at least 600 mm inside the net site area of all residential lotsat the subdivision stage. The laterals shall be installed at a sufficient depth to ensure that adequatefall is available to serve the furthermost part of the lots.

7.3 Gravity network sewers to be vested in Council shall be a minimum of 150mm diameter. Where thesewers are outside the road reserve they shall be covered by easements in gross in favour ofCouncil.

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7.4 All private sewer laterals shall be installed under a single global Building Consent by a LicensedCertifying Drain Layer and the Code Compliance Certificate forwarded to Council’s SubdivisionTeam as part of the Sec 224c application. Alternatively, the consent holder can seek BuildingConsent (BC) exemption for the installation of the private laterals. Where the laterals are installedunder BC exemption construction shall be in accordance with the CSS and the IDS.

7.5 Where the private sewers are laid through private property or ROWs, relevant private easementsfor the right to drain sewerage shall be acquired by the applicant.

7.6 The CCTV/video footage of the pipeline being vested shall be forwarded to the Subdivision Engineerin DVD format with log sheets, engineering plan and a copy of the consent conditions at least 10working days prior to the CCC Final Drainage Inspection. Asset and Network Planning Unit staff willreview a maximum of 1,000 metres of footage within 10 working days and respond accordingly.

8. Stormwater8.1 Stormwater from all allotments, reserves and roading areas created under this application shall be

collected via channels, sumps, pipes or swales and discharge into the Knights Stream Parkstormwater facility (constructed under other application). The surface water management systemshall generally meet the requirements of the CCC Waterways, Wetlands and Drainage Guide(WWDG 2003 including Chapters 6, 21 and Appendix 10 updated 2011/12), the InfrastructureDesign Standard (IDS 2013) and the Construction Standard Specifications (CSS - 2015).

8.2 The consent holder shall obtain certification from the Christchurch City Council that the discharge ofoperational phase stormwater will comply with the conditions of the Council’s operative stormwaternetwork discharge consent, otherwise consent from the Canterbury Regional Council will berequired.

8.3 The surface water management system shall be designed to ensure complete capture andconveyance of all stormwater runoff from the site for all rainfall events up to and including the criticaltwo percent annual exceedance probability storm. Further, the conveyance shall be designed toensure that even for events where the critical peak stormwater runoff flow rate occurs that allresulting runoff shall actually reach the Knights Stream stormwater facility. A combination of primaryand secondary conveyance systems may be used to ensure this level of service is achieved.

8.4 The primary stormwater reticulation network shall be designed to convey (at minimum) the criticaltwenty percent annual exceedance probability storm event. No flooding of private property shalloccur during the critical ten percent annual exceedance probability storm event and no flooding ofbuildings shall occur during the critical two percent annual exceedance probability storm event.

8.5 The designer of the surface water management system shall provide a report which identifies allsecondary flow paths proposed to manage flows beyond the capacity of the stormwater reticulationnetwork (up to the critical two percent annual exceedance probability event). All secondary oremergency stormwater flowpaths are to be identified and protected by an easement in favour ofCouncil, if required.

8.6 The consent holder shall provide easements in gross over all public stormwater infrastructurelocated outside of legal road or utility reserve areas to be vested with Council.

8.7 Safe and adequate access to the public surface water mitigation facilities for maintenance andsediment removal shall be provided and designed in accordance with WWDG Clause 6.8 & 6.9.

8.8 Stormwater laterals are to be laid to at least 600mm inside the boundary of all lots at the subdivisionstage. The laterals are to be laid at sufficient depth to ensure protection and adequate fall isavailable to serve the furthermost part of the lot.

8.9 Engineering plans, specifications and calculations for the design and construction of all surfacewater infrastructure and mitigation areas are to be submitted for acceptance by the 3 Waters andWaste and Resource Consents Units.

8.10 The consent holder shall operate and maintain surface water management infrastructure to vest intoCouncil for at least 12 months following the issue of the section 224(c) certificate, after such timeCouncil may accept responsibility for operation and maintenance.

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8.11 The applicant shall provide as-built plans of the surface water management systems and confirmthat they have been constructed in accordance with the approved plans and comply with the IDS,particular Part 3: Quality Assurance and Part 12: As-Builts.

8.12 A Maintenance and Operations manual for all surface water management facilities shall be provided.This manual is to include a description of the activity, the design assumptions, maintenanceschedule and monitoring requirements. The manual shall identify key structures which requireunusual or more frequent inspection and/or maintenance.

8.13 An Erosion and Sediment Control Plan (ESCP) shall be submitted for review as part of the designreport. The ESCP shall include (but is not limited to):

· Site description, i.e. topography, vegetation, soils etc· Details of proposed activities.· A report including the method and time of monitoring to be undertaken.· A locality map.· Drawings showing the site, type and location of sediment control measures, onsite

catchment boundaries and offsite sources of runoff.· Drawings and specifications showing the positions of all proposed mitigation areas with

supporting calculations if appropriate.

The performance criteria for the ESCP, unless directed by Council through the engineeringacceptance process, will be based on Environment Canterbury's Erosion and Sediment ControlGuidelines (2007 or current).

http://ecan.govt.nz/advice/your-land/earthworks-soil-eroison/Pages/soil-erosion-sediment-guidelines.aspx

The ESCP is to be implemented on site during the subdivision construction phase and no works areto commence until such time as the ESCP has been accepted.

The ESCP is to be designed by a suitably qualified person and a design certificate supplied with theplan. (Use the certificate from Appendix IV of the CCC Infrastructure Design Standard Part 3)

Advice Note: Pursuant to Section 128 of the Resource Management Act 1991 Council reserves theright, during the construction phase, to review this condition to impose further controls in respect toSedimentation Control and Management

9. Geotechnical9.1 Prior to the commencement of physical works on site for the construction of the subdivision including

infrastructure, the Consent holder shall submit to the Engineering Services Team a Design Report,Plans and Design Certificate complying with clause 3.3.1 of the IDS. The Design Report andengineering plans are to provide sufficient detail to confirm compliance with the requirements of theIDS and this Consent, including compliance with Condition 9.2 Liquefaction and Lateral SpreadHazard Mitigation. This report can be submitted as two individual design reports being infrastructureas one part in the IDS Design report and the remainder of the site as a second part in a GeotechnicalReport.”

9.2 Liquefaction and Lateral Spread Hazard Mitigation:That the liquefaction and lateral spread hazard mitigation described in the Geotechnical report“Knight Stream Park Stages 7 and 8 Geotechnical Subdivision Report”, Revision 3, reference200376, dated 18 November 2014 shall be carried out on site and including that :

All Liquefaction and Lateral spread hazard mitigation shall be designed for a SLS (serviceabilitylimit state) seismic event and an ULS (ultimate limit state) seismic design event as defined byMBIE in the Guidance Document: “Repairing and Rebuilding Houses Affected by the CanterburyEarthquake’s” (2012).

9.3 Prior to the request for the section 224 certificate the Consent Holder shall supply an updated FinalGeotechnical report taking into account the mitigation measures put in place during the Constructionphase to minimise both the Liquefaction potential and Lateral spread potential of the land during aSLS seismic event and a USL seismic event. The report shall also recommend the TechnicalCategory of the land in terms of the MBIE Technical Classification Guidelines.

9.4 That a consent notice in terms of Section 221 of the Resource Management Act be registered onthe titles for all lots that are identified in the final Geotechnical report with a Geotechnical TechnicalCategory 2 Classification as per condition 9.5. If for any reason that some of the lots are given a

P-492, 01.08.2016 11 of 16

Geotechnical Technical Category 3 Classification, then these lots should be withdrawn from thedevelopment and shown as balance lots that do not met the requirements of Section 106 of theResource Management Act without further Mitigation measures being undertaken.

9.5 Consent Notice:That a consent notice in terms of Section 221 of the Resource Management Act be registered onthe titles for all Lots with a Geotechnical Technical Category 2 Classification, stating that:“At the time of the completion of the subdivision works, the recommended Geotechnical TechnicalCategory for this land was TC2. All dwellings, structures and drainage requiring a BuildingConsent in terms of the Building Act shall have specific foundation design by a Chartered Engineerwith experience in foundation design.”

10. Greenspace10.1 Design and Development of Reserves and Streetscapes

A. Landscape plans for the reserve Lots 1071 and streetscapes are to be submitted as part of theLandscape Design Report to the Asset and Network Unit (Parks) for acceptance. Alllandscaping is to be carried out in accordance with the Accepted plan.

Advice note on Lot 1071, Local Purpose (Utility) Reserve: the area between the top of theexisting drain and the boundary of the residential Lots is to be planted in natives and inaccordance with the Outline development Plan under the Replacement Plan.

Advice note on the Richmond Avenue extension: The Richmond Avenue extension forms part6of an indigenous planting corridor in the Outline Development Plan in the Replacement Planmust be made for this in the streetscape design.

B. The Landscape Design Report and plans are to provide sufficient detail to confirm compliancewith the requirements of the IDS, the CSS: and the WWDG: 2003. All landscaping required bythis condition is to be carried out in accordance with the accepted report and plan(s) at theConsent Holder’s expense, unless otherwise agreed. The Consent Holder shall maintain theworks for 12 months for the Establishment Period (Maintenance and Defects Period) from thetime of issue of the Section 224 Certificate.

10.2 Establishment Period (Defects Liability Period)The Establishment Period (Defects Maintenance) for Lots 1071 will include an inspection by ParksOperations staff after the first 6 months. Any diseased, dead or replacement plantings are to bereplaced at the Consent Holder’s expense. The Establishment Period and the term on the bondshall be extended by a further 12 months for the replacement planting(s). Refer: CSS, SectionEstablishment. The Consent Holder is to keep an accurate and up-to-date monthly report on plantand tree conditions during the Establishment Period of the works undertaken. The report shall besubmitted, if requested, by the Engineer within five days of the end of each month during theEstablishment Period (Refer sample report: Landscape Construction Monthly EstablishmentReport, CSS, Part 7 Appendix 1).

10.3 Street TreesA. The Consent Holder shall submit a plan(s) for proposed street trees to the Council’s Asset &

Network Unit (Parks) Team for acceptance. The plan(s) are to provide sufficient details toconfirm compliance with the requirements of the IDS (current version) and the CSS Part 7:Landscapes (current version). All street tree works are to be carried out in accordance with theaccepted report and plan(s) at the Consent Holder’s expense. The Consent Holder shallmaintain the street trees for 12 months Establishment Period (Defects Maintenance) from thetime section 224 certificate is issued and an inspection by the Parks Operations staff after thefirst 6 month is to be undertaken. The Establishment Period and the term on the bond shall beextended by a further 12 months for the replacement planting(s), if required.

B. The Consent Holder is to keep an accurate and up-to-date monthly report on tree conditionsand establishment works undertaken. The report shall be submitted, if requested, by theEngineer within five days of the end of each month during the Establishment Period (Refersample report: Landscape Construction Monthly Establishment Report, CSS, Part 7 Appendix1).

Advice Note:Refer to ISA Part 10: 10.8.11 Locations of trees in streets, and CSS Part 7: 4.0 Supply of Treeand Plant Materials.

P-492, 01.08.2016 12 of 16

C. The Consent Holder shall enter into a separate bond with Council Asset & Network Unit(Parks) Team to the value of 50% of the cost to replace and replant all street trees. The bondshall be held for the Establishment Period of a minimum of 12 months and shall be extendedby a further 12 months for the replacement planting(s), if required.

10.4 Final Completion / HandoverThe Consent Holder shall submit, if requested, the required completion documentation inaccordance with IDS Part 2:2.12 Completion of Land Development Works and the QualityAssurance System to provide evidence that the work is completed in accordance with the agreedstandards and conditions of this consent. This is to be submitted, if requested, on completion ofthe 12 month Establishment Period, prior to formal handover to Council and release of theEstablishment Bond.

10.5 As – BuiltsThe Consent Holder shall submit As-Built plans showing street trees and confirm that they havebeen planted in accordance with the accepted plans and comply with the IDS, in particular Part 12(As Builts).

11. Minimum Levels and Filling11.1 All filling exceeding 300mm above excavation level shall be in accordance with the Code of Practice

for earthfill for residential purposes NZS 4431: 1989. A duly completed certificate in the form ofAppendix A of NZS 4431 shall be submitted to the Council for all lots within the subdivision thatcontain filled ground, prior to the issue of a Section 224 Conditions Certificate.

11.2 Where the ground level is to be altered, the top of any drainage structure is to be adjusted to matchthe new ground level. All work is to be carried out to the satisfaction of the Asset and NetworkPlanning Unit.

11.3 The consent holder is to submit a report and calculations detailing any filling proposed againstexisting boundaries and the mitigation proposed to avoid adverse effects on adjoining properties.

11.4 The construction details of any retaining wall required to retain the fill are to be submitted to theSubdivisions Engineer for acceptance. The wall construction and materials are to be certified inaddition to the NZS 4431 certification.

12. Access Formation12.1 The access formation shall be designed and constructed in accordance with the CCC Infrastructure

Design Standard. Physical works shall not commence until a Council engineering officer confirmsthat the Design Report, Plans and Design Certificate complying with clause 3.3.1 of the IDS and theContract Quality Plan and Engineer's Review Certificate complying with clause 3.3.2 has beenreceived by Council.

13. Street Lighting13.1 Street lighting is to be installed in the new road(s) to vest in compliance with Part 11 (Lighting) of

the Infrastructure Design Standard.

14. Telecommunications and Energy Supply14.1 All lots shall be provided with the ability to connect to a telecommunications and electrical supply

network at the boundary of the net area of each lot. “Ability to connect” means that ducts or cablesmust be laid to the boundary of the net area.

14.2 As evidence of the ability to connect, the consent holder is to provide a copy of the reticulationagreement letter from the telecommunications network operator and a letter from the electricalenergy network operator, or their approved agent.

15. Right of Way Easements (Private Ways)15.1 The rights of way easements as set out on the application plan shall be duly granted or reserved.

15.2 The registered users of the right of way shall maintain the access and the liability and apportionmentof the costs of maintenance shall be written into the legal document granting or reserving the rightof way easement.

16. Service Easements

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16.1 The service easements as set out on the application plan or required to protect services crossingother lots shall be duly granted or reserved.

16.2 Easements over adjoining land or in favour of adjoining land are to be shown in a schedule on theLand Transfer Plan. A solicitor’s undertaking will be required to ensure that the easements arecreated on deposit of the plan.

17. Easements in Gross17.1 The legal instruments for easements in gross in favour of Council are to be prepared by Council’s

consultant solicitor at the consent holder’s cost. The consent holder’s solicitor is to contact AndersonLloyd Lawyers (Mike Kerr) requesting the preparation of the easement instruments.

18. Road and/or Lane Names18.1 The new roads are to be named.

As there is a shortage of property numbers available at this location the private way/access lotshould be named. Any existing properties utilising the access will be required to consent to theproposed name submitted for approval.

A selection of names in order of preference is to be submitted for each new road lot. For historicalpurposes a brief explanation of the background for each submitted name is preferred. The namesare to be in accordance with the Council's Policy on Naming of Roads and Rights of Way dated 2November 1993.

The allocated names when approved are to be shown on the survey plan submitted for certification.

Post and nameplate fees are to be paid.

Note: Nameplates are not ordered from the manufacturer until the fee has been paid and usuallytake six weeks to manufacture. The fees payable will be those that are current at the time of payment($185/post and $394/nameplate as at 1st July 2013).

19. Existing Easements over areas of Road to Vest19.1 The portion of the existing easements that extend over the road to vest are to be surrendered.

20. Easements over Reserves20.1 Easements over land that is to vest in Council as reserve are to be shown on the survey plan in a

Schedule of Easements. Evidence of approval by the Reserves Officer Sub-committee of Councilto create the easements is required.

21. Public Utility Sites21.1 Any public utility site and associated rights of way easements and/or service easements required by

a network operator are approved provided that they are not within any reserves to vest in Council.

22. Accidental Discovery22.1 The consent holder shall follow the Historic Places Trust Accidental Discovery Protocol.

22.2 Should any archaeological material or sites be discovered during the course of work on the site, workin that area of the site shall stop immediately and the appropriate agencies including the NewZealand Historic Places Trust and the Manawhenua shall be contacted immediately.

23. Amenity23.1 The applicant shall employ dust mitigation measures such as watering, removal of debris,

stabilisation of stockpiles and exposed surfaces etc, to prevent dust, sand and materials causing anuisance beyond the subject site throughout the construction period.

23.2 The hours of operation of work shall be restricted to 7.00am to 6.00pm, Monday to Friday and8.00am to 6.00pm Saturday except that no works shall take place on public holidays. This restrictionon the hours of operation excludes any work required for the erosion and sediment control.

23.3 All construction work on the site shall be designed and conducted to ensure that construction noisefrom the site does not exceed the noise limits in the following table. Sound levels shall be measuredand assessed in accordance with the provisions of NZS 6803:1999 Acoustics – Construction noise.

P-492, 01.08.2016 14 of 16

Time Period Weekdays(dBA)

Saturdays(dBA)

Sundays and PublicHolidays (dBA)

Leq Lmax Leq Lmax Leq Lmax

0630 – 0730 60 75 45 75 45 750730 – 1800 75 90 75 90 55 851800 – 2000 70 85 45 75 45 752000 - 0630 45 75 45 75 45 75

23.4 The consent holder shall be required to maintain a complaints register and this record shall be madeavailable to the Council to view within five working days of any request.

24. Building Setback and Landscape24.1 Lots 831 to 834 and 898 to 902:

Buildings on Lots 831 to 834 and 898 to 902 shall be setback 5m from the shared boundary withlocal purpose (utility) reserve Lot 1071. The area within the subject setback shall be landscaped.Landscaped means the provision of predominantly trees and/or shrub plantings and may includesome ancillary areas of lawn or other amenity features.

24.2 Lots 873, 902, 921 to 929, and 931Buildings on Lots 873, 902, 921 to 929 and 931 shall be set back 15m from the legal boundary ofJohn Patterson Drive as set out in the stamp approved application plan RMA/2016/2864 page 1.The area within the subject setback shall be landscaped. Landscaped means the provision ofpredominantly trees and/or shrub plantings and may include some ancillary areas of lawn or otheramenity features.

Advice Note: A consent notice in terms of Section 221 of the Resource Management Act shall be registeredon the title of the above properties to give effect to condition 24.1 and 24.2 with all necessary modificationsto reflect the deposited plan. The deposited plan shall illustrate the above setback and landscape areasand all necessary modifications shall be made to the above conditions.

25. Consent Notices25.1 The following consent notice pursuant to Section 221 of the Resource Management Act 1991 will

be issued by Council:

All (see exception below)“At the time of the completion of the subdivision works, the recommended Geotechnical TechnicalCategory for this land was TC2. All dwellings, structures and drainage requiring a Building Consentin terms of the Building Act shall have specific foundation design by a Chartered Engineer withexperience in foundation design.”

Advice Note: the above consent notice will only applies to residential lots with a GeotechnicalTechnical Category 2 Classification as per condition 14.5

Lots 831 to 834 and 898 to 902Buildings on Lots 831 to 834 and 898 to 902 shall be setback 5m from the shared boundary withlocal purpose (utility) reserve Lot 1071. The area within the subject setback shall be landscaped.Landscaped means the provision of predominantly trees and/or shrub plantings and may includesome ancillary areas of lawn or other amenity features.

Lots 873, 902, 921 to 929, and 931Buildings on Lots 873, 902, 921 to 929 and 931 shall be set back 15m from the legal boundary ofJohn Patterson Drive as set out in the stamp approved application plan RMA/2016/2864 page 1.The area within the subject setback shall be landscaped. Landscaped means the provision ofpredominantly trees and/or shrub plantings and may include some ancillary areas of lawn or otheramenity features.

Advice Note: The deposited plan shall illustrate the above setback and landscape areas and allnecessary modifications shall be made to the above conditions.

P-492, 01.08.2016 15 of 16

Council will prepare the Consent Notice.

23. Goods and Services Taxation InformationThe subdivision will result in non-monetary contributions to Council in the form of land and/or otherinfrastructure that will vest in Council. Council’s GST assessment form is to be completed to enable Councilto issue a Buyer Created Tax Invoice.

24. Duration of ConsentThe period within which this consent may be given effect to shall be 5 years from the date on which consentwas granted. The consent will be given effect to when the survey plan has been certified pursuant to Section223 of the Resource Management Act 1991.

ADVICE NOTES FOR CONSENT HOLDERS TO BE READ IN CONJUNCTION WITH THE DECISION

Local Purpose Utility ReserveLot 1071 is to vest as Local Purpose (Utility) Reserve and hold no credits towards the final Reserve DevelopmentContributions assessment. The agreed developments on the ‘Accepted’ landscape plan for Lot 1071 are to holdno credits against the Reserve Development Contributions.

Your Rights of ObjectionIf you do not agree with the Council’s decision on this resource consent application, the conditions, or anyadditional fees that have been charged, you may lodge an objection with the Council under Section 357 or 357Bof the Resource Management Act 1991. You have 15 working days from the date you receive this letter withinwhich to lodge your objection to the decision. Objections to additional fees must be received within 15 workingdays of the date on which you receive the invoice. Your objection must be in writing and should clearly explainthe reasons for your objection.

Commencement of this consentThe commencement date for your resource consent is the date of this letter advising you of the Council’s decision,unless you lodge an objection against the decision. The commencement date will then be the date on which thedecision on the objection is determined.

Lapsing of this consent

This resource consent for subdivision will lapse 5 years after the date of commencement of consent (i.e. the dateof this letter) unless it has been given effect to by the Council issuing a certificate pursuant to Section 223 of theResource Management Act 1991.

Application may be made under Section 125 of the Resource Management Act 1991 to extend the duration ofthe resource consent, and this must be submitted and approved prior to the consent lapsing.

Lapsing of s223 CertificationThe s223 certification will lapse 3 years after the date of issue, the Section 223 certificate will lapse (if that certifiedplan has not been deposited in accordance with Section 224 of the Resource Management Act 1991). The s223certificate can be re-certified only if the subdivision consent has not lapsed.

Development ContributionsAt the time of granting this subdivision consent, a statement of Development Contributions was not available,this will be forwarded to the consent holder once the assessment has been made.

Payments to CouncilIf any payments to Council are to be made through internet banking please email the details toresourceconsentapplications@ccc.govt.nz and a tax invoice will be raised. The internet banking details are:

Bank: Bank of New ZealandAccount Name: Christchurch City CouncilAccount Number: 02 0800 0044765 003

The information that you need to enter that will help us identify your payment is:

P-492, 01.08.2016 16 of 16

Particulars: (Customers Name)Code: (RMA Number)Reference: (Invoice Number)

Please note that all payments will be credited to our account on the next business day. Any payment madewithout the details above may take some time to be lodged against the correct account.

Please email resourceconsentapplications@ccc.govt.nz to notify us when you have made payment.

Reported and recommended by: Paul Lowe Date: 11 October 2016

Decision

That the above recommendations be adopted for the reasons outlined in the report.

Commissioner

Name: David Mountfort

Signature:

Date: 11 October 2016 2016

M C

T E

I G U

E

R O

A D

1D.P.60678

4D.P.318764

H A L S W E L L J U N C T I O N R O A D

STAGE 3B

School

Pre School

Pedestr

ian

Thre

shold

Location23

.0m

16.5m

16.5m

17.0m

164

176165

166

174

173

167

155

163

162

161

160

159158

157

177

178

179

180

181

156175

168

169

198

199

182

183

184

185

188

189

190

191

192

193

194

195

196

19778

59

60

61

62

63

79

64

65

66

52

53

14

15

Kiosk

R I C H M O N D A V E N U E

J E F F E R S O N C L O S E

G R E E N W I C H S T R E E T

T O N

G A

R I R

O

S T R

E E T

B L A

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V O

N

L A

N E

S T A G E 5

Pedestr

ian

Thre

shold

217

216

215

214

213

212

211210 209 208

242

249

243

248

244

247

245

246

238

223

236

237235

224

234

233

232

225

226

231

230

229

228

227

258

259

260

253

265

254

264

255

263

256

262

257

261

382

383

384

385

386

400

401

RecreationReserve to Vest

992

STA

GE

3C

STAGE 3B

STAGE 7A

STAGE 7B

371m²

379m²

383m²

373m²

398m²

373m²

410m²

454m²

387m²

417m² 497m²

388m²

480m²+Acc 29m²

524m²+Acc 29m²

266267

252

251

STA

GE

8A

STA

GE

8C

886

890

889

887

888883

885 884

882

880

881

879

877

878

876

875

801

800

804

803

802

805

806

826827

829

828

830

817

816

844

815

845848

846

855

847

849

850

851

852

853

854

856

866

868

870

872

871

869

867

860

863

862

857

861

859

807

858

825

810

824

821

823

820

822

811

819

818

814

812

813

809

808

STA

GE

8D

STAGE 8B

STAGE 8E

7.1735ha

Road to Vest inChristchurch City

Council

1006

Local Purpose (Utility)Reserve to Vest in

Christchurch City Council

4580m²

B O U M A S T R E E T

K O K O D A S T R E E T

T O N G A R I R O

K I L

A R

N E Y

A V

E N U

E

556m²

559m²

550m²

533m²

602m²

568m²

502m²

518m²

552m²

556m²

565m²

552m²

556m²632m²

635m²

608m²

605m²

600m²

603m²

651m²

631m²

708m²

720m²

722m²

700m²

703m²

601m²

514m²

514m²

831

832

833

834

898

899

900

932

865

864

934

933

931

906

908842

907

910

909

911

843

840

841

838

839

837

836

835

904

921

924

923

926

927

929

928

922

905

925

901

902

Balance Lot

1070

721m²

1.0243ha

1497m²

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1294m²

1395m²

1845m²1071

9305035m²

873722m²

Road by NZTA

to C

SM2 Plan C

SM2-C

-06-029-A

3.0m Easement L

ine

15m Building Se

tback Line

15m Building Se

tback Line

15m Building Setback Line from

Rural Boundary

935

G

F

E

D

B

C

A

Road to Vest inChristchurch City

Council

10054771m²

803m²+Acc 47m²

850m²

1362m²+Acc 44m²

1043m²+Acc 352m²

611m²+Acc 110m²

Road to Vestin Christchurch

City Council

1007895m²

509m²

553m²

R I C H M

O N D A V E N U E

S T R E E T

K O A

R E A

R E

A V E

N U E

K O R

E K E

L A

N E

H U R

U T I N

I

W A

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(RMA 92031745)

14.1

19.5

14.35.2

15.2

19.4

7.2

10.410.3

19.4

19.6

14.5

15.7

10.6

19.1

10.9

4.8

19.2

12.4

18.8

19.0

19.0

19.3

18.1

15.9

7.810.9

28.6 18.110.5 23.1 8.3

13.4

20.222.5

3.1

17.9

18.2 20.5

21.9

9.4

24.43.0

12.2

15.0

5.8

6.5

27.4

26.4

20.5

9.5

18.7

18.7

20.5

18.2

18.2

20.5 10.7

18.5

22.7

8.116.7

14.6

18.98.5

3.5 20.6

9.3

16.714.919.3

4.0

15.8

7.19

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3.1

8.1

20.7

3.012.9

180.5

10.0

33.5

22.1

19.2

18.8

19.0

19.0

19.2

18.0

19.9

33.9

36.1

37.6

38.1

37.8

36.6

36.6

34.1

6.5

4.0

19.5

3.5

40.7 33.5 55.5

21.5

21.5

21.5

21.5

21.5

21.5

21.5

21.5

17.14.0

21.5

21.5

21.5

21.5

21.5

21.5

21.5

21.5

29.6

55.5

55.5

55.5

55.5

55.5

55.5

55.5

55.5

56.9

8.2

31.2

37.4

30.3

28.9

25.0

26.5

19.5

30.16.

8

7.520.7

30.0

30.0

15.2

6.313.7

20.9

20.2

7.2 14.5

19.1

22.8

16.5

26.9 35.4

17.8

20.4

19.2

18.6

23.119.7

27.0

27.0

27.0

27.0

27.0

23.4

20.5

21.0

20.5

21.1

20.8

21.1

20.5

21.0

20.5

23.4

6.2

22.7

23.5

7.5

11.9

27.0

18.6

27.0

19.2

27.0

28.3 8.1

20.2

20.2

30.2

7.311.1

30.2

18.4

18.5 30.2

18.5

18.2

18.2 30.2

17.0 30.2

17.0

17.0 30.2

17.0

188.7

26.0

310.8

34.7

29.8

14.3

14.2

20.7

6.8

114.8

15.3

4.7

14.9

10.1

4.8

17.0

16.5

17.0

17.0

17.0

17.2

17.0

4.0

19.5

22.1

19.2

126.724.5

36.7

67.0

459m²+Acc 38m²

2.0

+Acc 38m²

426m²I

H

4.1

SHEET No:

DESCRIPTION

REVISION :

DATE :

NOTES :

DATEAMENDMENT

AMENDMENTS :

JOB TITLE:

SHEET TITLE:

DRAWING No :

CAD FILE :

SCALE :

DRAWING STATUS

NO

RT

H

E.18897

Knights Stream Park

1:2500@A31:1250@A1 August 2016

1) Areas and dimensions subject to final survey and deposit ofplans.

2) Service easements to be created as required.

3) This plan has been prepared for subdivision concept purposesonly. No liability is accepted if the plan is used for any otherpurpose.

R5

Subdivision Consent

Fulton Hogan Land Development Ltd

Drainage Reserve

Residential Suburban

Residential Medium Density

LEGEND

Recreation Reserve

Comprised in: C.F.R's 729466,729467 & 729468

New Zealand

E-mail:

P O Box 679 Christchurch 8140.

office@dls.co.nz

116 Wrights Road

Telephone: 03 379-0793 Website: www.dls.co.nz

Stage Boundary

J:\18897\subcon\E18897_SUCON STG 8C & 8D_R5.dwg

AreaSCHEDULE OF AREAS

Residential Lots ( Lots 831-856, 864-866, 873, 900-902,

Description

Road to Vest in Christchurch City Council

Christchurch City Council (Lot 1071 )Local Purpose (Utility) Reserve to Vest in

(Lots 1005,1006&1007)

4.3526ha

1.0246ha

1845m²

904-911&921-935)

Total Area: 13.8282ha

Right of Ways &Access 687m²

Balance (Lot 1070) 1.0243ha

TenementDominant

Lot No Shown

Proposed Memorandum of EasementsServient TenementNature

Right to conveyelectricity in gross 1070

GranteeOrion New

Zealand LimitedA

Right to convey telephone& computer media in gross 1070 A

GranteeEnable

Networks

Right to convey water ingross 1070 A Grantee

Christchurch CityCouncil

Lots 891,892 & 992Proposed Subdivision of

RMA 92029290Stage 8C & 8D

NZTA Designation

Right of way, right todrain water & sewage &to convey water,electricity,telecommunications &computer media

846 B Lot 848848 C Lot 846901 D Lot 902902 E Lot 901931 F Lot 932932 G Lot 931

Right to way on foot ingross 932 G

931 F

REDESIGN, EASEMENTS ADDED & SETBACK LINES ADDED05/04/2016R1

uplifted by NZTADesignated area to be

LOTS 891 & 930 COMBINED24/05/2016R2

Christchurch City Council (Lot 992 )Recreation Reserve to Vest in 7.1735ha

NO CHANGE THIS SHEET20/06/2016R3

LOT 992 ADDED TO SCHEDULE & TOTAL AREA15/07/2016R4

LOTS 1070,1007,856 & 866 & STAGE BOUNDARY AMENDED24/08/2016R5

856 H Lot 866866 I Lot 856

(Lots 846,848,856,866,901-902,931-932)

School

2.50

5.00

5.00

7.50

7.50

5.00

58.00

13.44

7.50

4.10

7.50

3.00

3.00

10.50

R6.00

KERB ONLY

EXK2

7.553

400

258

259

257

2.00KERB ONLY

STD.KERBA

ND

CHA

NN

EL

KERB ONLY

KERB ONLY

KERB ONLY

STD

.KER

B A

ND

CHA

NN

EL

C/D OVER

COMMERCIAL

BEAM TO SD611

EXK2

7.147

EX.K27.292

K27.7

06

K27.8

35

K27.7

08

K27.609

K27.407

K27.589

K27.3

21

K27.

336

K27.

390

K27.403

K27.428

K27.505

K27.521

K27.

376

K27.

403

K27.418

K27.420

K27.523

K27.525K27.548

K27.597

K27.604

N27.845

N27.691 N27.679

N27.724

N27.795

N27.718

N27.531

N27.51

5N27

.574

N27.50

8

N27.43

6

N27.45

4

N27.542

N27.641

N27.55

6

N27.615

N27.642

N27.443N27.403

N27.390

N27.62

2

N27.705

N27.530

N27.44

1

P27.645

P27.467

P27.435

P27.314

P27.298

P27.445

P27.530

P27.464

P27.580

P27.600

P27.674P27.607

5.50

R10.

00

1:200

1:285

2.50

1:455

1:415

R10.00

1:333

3%

1:300

1:415

3%

3%

PEAK

2%

2%

1.4%

1.5%

1:166

2.50

PEAK

3.00

12 PARKING @2.5m17 PARKING @2.5m

19 PARKING @2.5m

KERB ONLYPATH

R I C H M O N D A V E N U E

B U S P A R K I N G O N L Y

B U S P A R K I N G O N L Y

1:285

E N T R YNO

E X

I T

NO

R14.00

K27.392

K27.3

10

K27.2

86K27.3

02

K27.2

80

K27.254

K27.213

EXK27.163

P27.816

P27.748

N27.807 N27.774

N27.718

EXK2

7.553

CUT EXISTING KERB TOFORM CUTDOWN WHEREAS REQUIRED

EXTEND PATH TO KSP8A

3.00

1:225

1:290

KERB ONLYR3.00

R2.5

0

R2.50

R6.00

3.00

R6.00

A

A

1:80

1:100

SPORTS FIELDSK I

L L A

R N E

Y

A V

E N U

E

3.0m

1:41

5

3.00

2%

1.7%

RG-9, NO EXIT, 600mm DIA

RG-9, NO EXIT ,600 mm DIA

GATE WITH TWOLOCKING POSTS,

HINGED 0.5mFROM PATH

GATE WITH TWO

LOCKING POSTS,

HINGED 0.5m

FROM PATH

C/D OVER

COMMERCIAL

BEAM TO SD611

LEVEL THRESHOLD TOSD634, INCLUDINGSEPARATING STRIP

LEVEL THRESHOLD TOSD634, INCLUDINGSEPARATING STRIP

EXISTING KERB

TO BE REMOVED

RG-9, NO ENTRY,

600 mm DIA

NO STOPPING

GATE WITH TWO LOCKING POSTS,HINGED 0.8m FROM PATH (NEEDTO EXCAVATE BEHIND WEST SUMPTO CONFIRM THERE IS ROOMBETWEEN THE PIPES, OR WILL NEEDTO EXTEND THE LENGTH OF THEGATE)

2.5% R1.00

R1.00

TIE IN TOEXISTING KERB

TIE INTO EXISTING 3.0mFOOT PATH

R0.88

R0.88

1.50

GATE TO BE OFFSET 1.5mFROM FOOT PATH TO ALIGNWITH LANDSCAPE BOLLARDS

GATE TO BE OFFSET 1.5mFROM FOOT PATH TO ALIGNWITH LANDSCAPE BOLLARDS

1.50

S W I N G

A N

G L E

S W I N GA N G L E

KNIGHTSSTREAM PARK

CARPARK LOCATION

DESCRIPTIONDATE

AMENDMENTS :

NO

RT

H

E.18447.CP.E03.0

1:500@A31:250@A1

AMENDMENTS :

KERB

SANITARY SEWER

SANITARY SEWER

STORMWATER

WATER FH

KERB

WATERVALVE

SANITARY SEWER

SANITARY SEWERVENTED MH

STORMWATERMH

FH

MH

VENTED MH

H H

Carpark Layout

Fulton Hogan Land Development

VALVE

NOTES :

LEGEND :

PROPOSED KERB LEVEL AT SUMP

PROPOSED KERB LEVEL

PROPOSED NIB KERB LEVEL

PROPOSED BOARD & BATTEN LEVELEXISTING LEVELS

STD. MH

25.35

STD. MH

B20.31

N20.31

SK20.31

K20.31

30mm AC10 ON FULL PRIME COAT

1) ALL WORKS IN ACCORDANCE WITH CCC IDS & CSS PARTS 1-7.

2) ALL PLANS ARE TO BE READ AND DISTRIBUTED AS A COMPLETE SET. ANYDISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR CLARIFICATION.

3) CARRIAGEWAY & FOOTPATH SUBGRADE MINIMUM CBR 4 SUBGRADETO BE INSPECTED BY THE ENGINEER PRIOR TO PLACING ANY METAL.

4) CARRIAGEWAY & FOOTPATH ACCEPTANCE TESTING INACCORDANCE WITH CCC CSS PART 6 & CCC IDS.

5) ALL SERVICES TO BE FULLY SEARCHED & PILOTED PRIOR TO TRENCHING.

6) CAMBER OF ROAD TO BE CONSTRUCTED TO SD623

7) ORIGIN OF LEVELSBM.EHC6 RL=28.99. CORNER OF AWATEA & WIGRAM ROADS.

LEVELS IN TERMS OF CHRISTCHURCH DRAINAGE DATUM.POST JUNE EMERGENCY LEVELS.

8) FOOTPATH BASECOURSE TESTING - MINIMUM CLEGG HAMMER VALVEOF 25 REQUIRED FOR FOOTPATHS.

9) KERB & CHANNEL BASECOURSE TESTING - MINIMUM DRY DENSITY OF2100kg/m³ WITH 75% EQUAL OR EXCEEDING 2150kg/m³.

10) ROAD BASECOURSE TESTING - MAXIMUM BENKELMAN BEAMDEFLECTION OF 2.00mm WITH 95% OF RESULTS BELOW 1.6mm.

11) REINFORCED BEAMS TO BE INSTALLED UNDER ALL CUTDOWNSENTERING CARPARKS

12) "BUS PARKING ONLY" TO BE YELLOW

13) ALL BERMS TO BE AND COVERED WITH A MINIMUM OF 150mm GRADE1 TOPSOIL AND GRASSED WITH CCC BERM MIX

14) REFER TO LANDSCAPING PLANS FOR LANDSCAPE DETAILS.

AMENDMENT

J:\18447\planning\E18447 CARPARK R5.dwg

SHEET No:

REVISION :

DATE :

JOB TITLE:

SHEET TITLE:

DRAWING No :

CAD FILE :

SCALE :

DRAWING STATUS

DATE

CHECKED BY

NAME SIGNED

DESIGNED BY

EXISTING SERVICES PROPOSED SERVICES

LEVELS

DANIEL BARR

Knights Stream Park Carpark

For Construction

R5August 2016

New Zealand

E-mail:

P O Box 679 Christchurch 8140.

office@dls.co.nz

116 Wrights Road

Telephone: 03 379-0793 Website: www.dls.co.nz

SIGNS AND MARKING ADDED24-11-15R1

LOCATION PLAN

ADAM LILL

100x200x80 HOLLAND PAVERS

SHEET 3.2 ADDED, GATES AND CUTDOWNS ADDED9-03-16R2 KERB LEVELS CORRECTED N/E CORNER

UPDATED GRADES AND NOTES14-04-16R3

R4 FOR CONSTRUCTION27-04-16

R5 NOTES AMENDED24-08-16

Pre SchoolLocation

16.5m

16.5m

242

249

243

248

244

247

245

246

238

223

236 224

265

371m²

379m²

383m²

373m²

398m²

373m²

410m²

454m²

387m²

417m²535m²

388m²

480m²+Acc 29m²

524m²+Acc 29m²

266267

251

875

801

800

804

803

802

805

806

827828

830

817

816

844

815

845848

846

855

847

849

850

851

852

853

854

856

866

868

869

867

860

863

862

857

861

859

807

858

825

810

824

821

823

820

822

811

819

818

814

812

813

809

808

Road to Vest inChristchurch City

Council

10064580m²

B O U M A S T R E E T

K O K O D A S T R E E T

T O N G A R I R O

556m²

559m²

550m²

533m²

602m²

568m²

502m²

518m²

552m²

556m²

565m²

552m²

556m²632m²

635m²

608m²

605m²

600m²

603m²

651m²

631m²

708m²

720m²

722m²

700m²

601m²

514m²

514m²

831

832

833

834

898

899

865

864

934

933

906

908842

907

910

909

911

843

840

841

838

839

837

836

835

904

921

924

923

926

927

928

922

905

925

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1294m²

Road by NZTA

to C

SM2 Plan C

SM2-C

-06-029-A

15m Building Se

tback Line

15m Building Se

tback Line

15m Building Setback Line from

Rural Boundary

935

G

B

C

Road to Vest inChristchurch City

Council

10054771m²

509m²

553m²

10m Waterw

ay

Setback li

ne

R I C H M

O N D A V E N U E

K O A

R E A

R E

A V E

N U E

K O R

E K E

L A

N E

2m Setback

line14

.1

19.5

14.35.2

15.2

19.4

7.2

19.4

19.6

14.5

15.7

10.6

19.1

10.9

4.8

19.2

12.4

18.8

19.0

19.0

19.3

18.1

15.9

7.810.9

28.6 18.110.5 23.1 8.3

13.4

20.222.5

3.1

17.9

18.2 20.5

21.9

9.4

24.43.0

12.2

15.0

5.8

6.5

27.4

26.4

20.5

9.5

18.7

18.7

20.5

18.2

18.2

20.5 10.7

18.5

22.7

8.116.7

14.6

18.98.5

3.5 20.6

9.3

16.714.919.3

4.0

15.8

7.1 9

.05.2

3.1

8.1

20.7

3.012.9

19.0

19.0

19.2

18.0

19.9

33.9

36.1

37.6

38.1

37.8

36.6

4.0

21.5

21.5

21.5

21.5

21.5

21.5

21.5

21.5

17.14.0

21.5

21.5

21.5

21.5

21.5

55.5

55.5

55.5

55.5

55.5

55.5

55.5

55.5

26.5

19.5

30.16.

8

7.520.7

30.0

30.0

15.2

6.313.7

20.9

20.2

7.2 14.5

19.1

22.8

16.5

26.9 35.4

17.8

20.4

19.2

18.6

23.119.7

27.0

27.0

27.0

27.0

27.0

23.4

20.5

21.0

20.5

21.1

20.8

21.1

20.5

21.0

20.5

23.4

6.2

22.7

23.5

7.5

11.9

27.0

18.6

27.0

19.2

27.0

28.3 8.1

30.2

7.311.1

30.2

18.4

18.5 30.2

18.5

18.2

18.2 30.2

17.0 30.2

17.0

17.0 30.2

17.0

188.7

310.8

4.8

17.0

16.5

17.0

17.0

17.0

17.2

17.0

4.0

19.2

5m Waterw

ay

Setback li

ne

SHEET No:

DESCRIPTION

REVISION :

DATE :

NOTES :

DATEAMENDMENT

AMENDMENTS :

JOB TITLE:

SHEET TITLE:

DRAWING No :

CAD FILE :

SCALE :

DRAWING STATUS

NO

RT

H

E.18897

Knights Stream Park

1:1000@A31:500@A1 July 2016

1) Areas and dimensions subject to final survey and deposit ofplans.

2) Service easements to be created as required.

3) This plan has been prepared for subdivision concept purposesonly. No liability is accepted if the plan is used for any otherpurpose.

R4

Landuse Consent

Fulton Hogan Land Development Ltd

New Zealand

E-mail:

P O Box 679 Christchurch 8140.

office@dls.co.nz

116 Wrights Road

Telephone: 03 379-0793 Website: www.dls.co.nz

J:\18897\subcon\E18897_SUCON STG 8C & 8D_R4.dwg

for Lots 831,844,846,848-856Lots 857-858 D.P.496198

Proposed Waterways Setback

Stage 8C & 8D

REDESIGN, EASEMENTS ADDED & SETBACK LINES ADDED05/04/2016R1

Drainage Reserve

Residential Suburban

Residential Medium Density

LEGEND

Stage Boundary

NZTA Designation

uplifted by NZTADesignated area to be

LANDSCAPE DATA ADDED FOR LANDUSE CONSENT24/05/2016R2

10m Waterway Setback

2m Setback Line

5m WATERWAY SETBACK LINE ADDED20/06/2016R3

5m WATERWAY SETBACK LINE REMOVED15/07/2016R4

Pre SchoolLocation

16.5m

16.5m

242

249

243

248

244

247

245

246

238

223

236 224

265

371m²

379m²

383m²

373m²

398m²

373m²

410m²

454m²

387m²

417m²535m²

388m²

480m²+Acc 29m²

524m²+Acc 29m²

266267

251

875

801

800

804

803

802

805

806

827828

830

817

816

844

815

845848

846

855

847

849

850

851

852

853

854

856

866

868

869

867

860

863

862

857

861

859

807

858

825

810

824

821

823

820

822

811

819

818

814

812

813

809

808

Road to Vest inChristchurch City

Council

10064580m²

B O U M A S T R E E T

K O K O D A S T R E E T

T O N G A R I R O

556m²

559m²

550m²

533m²

602m²

568m²

502m²

518m²

552m²

556m²

565m²

552m²

556m²632m²

635m²

608m²

605m²

600m²

603m²

651m²

631m²

708m²

720m²

722m²

700m²

601m²

514m²

514m²

831

832

833

834

898

899

865

864

934

933

906

908842

907

910

909

911

843

840

841

838

839

837

836

835

904

921

924

923

926

927

928

922

905

925

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1193m²

1294m²

Road by NZTA

to C

SM2 Plan C

SM2-C

-06-029-A

15m Building Se

tback Line

15m Building Se

tback Line

15m Building Setback Line from

Rural Boundary

935

G

B

C

Road to Vest inChristchurch City

Council

10054771m²

509m²

553m²

10m Waterw

ay

Setback li

ne

R I C H M

O N D A V E N U E

K O A

R E A

R E

A V E

N U E

K O R

E K E

L A

N E

2m Setback

line14

.1

19.5

14.35.2

15.2

19.4

7.2

19.4

19.6

14.5

15.7

10.6

19.1

10.9

4.8

19.2

12.4

18.8

19.0

19.0

19.3

18.1

15.9

7.810.9

28.6 18.110.5 23.1 8.3

13.4

20.222.5

3.1

17.9

18.2 20.5

21.9

9.4

24.43.0

12.2

15.0

5.8

6.5

27.4

26.4

20.5

9.5

18.7

18.7

20.5

18.2

18.2

20.5 10.7

18.5

22.7

8.116.7

14.6

18.98.5

3.5 20.6

9.3

16.714.919.3

4.0

15.8

7.1 9

.05.2

3.1

8.1

20.7

3.012.9

19.0

19.0

19.2

18.0

19.9

33.9

36.1

37.6

38.1

37.8

36.6

4.0

21.5

21.5

21.5

21.5

21.5

21.5

21.5

21.5

17.14.0

21.5

21.5

21.5

21.5

21.5

55.5

55.5

55.5

55.5

55.5

55.5

55.5

55.5

26.5

19.5

30.16.

8

7.520.7

30.0

30.0

15.2

6.313.7

20.9

20.2

7.2 14.5

19.1

22.8

16.5

26.9 35.4

17.8

20.4

19.2

18.6

23.119.7

27.0

27.0

27.0

27.0

27.0

23.4

20.5

21.0

20.5

21.1

20.8

21.1

20.5

21.0

20.5

23.4

6.2

22.7

23.5

7.5

11.9

27.0

18.6

27.0

19.2

27.0

28.3 8.1

30.2

7.311.1

30.2

18.4

18.5 30.2

18.5

18.2

18.2 30.2

17.0 30.2

17.0

17.0 30.2

17.0

188.7

310.8

4.8

17.0

16.5

17.0

17.0

17.0

17.2

17.0

4.0

19.2

5m Waterw

ay

Setback li

ne

SHEET No:

DESCRIPTION

REVISION :

DATE :

NOTES :

DATEAMENDMENT

AMENDMENTS :

JOB TITLE:

SHEET TITLE:

DRAWING No :

CAD FILE :

SCALE :

DRAWING STATUS

NO

RT

H

E.18897

Knights Stream Park

1:1000@A31:500@A1 July 2016

1) Areas and dimensions subject to final survey and deposit ofplans.

2) Service easements to be created as required.

3) This plan has been prepared for subdivision concept purposesonly. No liability is accepted if the plan is used for any otherpurpose.

R4

Landuse Consent

Fulton Hogan Land Development Ltd

New Zealand

E-mail:

P O Box 679 Christchurch 8140.

office@dls.co.nz

116 Wrights Road

Telephone: 03 379-0793 Website: www.dls.co.nz

J:\18897\subcon\E18897_SUCON STG 8C & 8D_R4.dwg

for Lots 831,844,846,848-856Lots 857-858 D.P.496198

Proposed Waterways Setback

Stage 8C & 8D

REDESIGN, EASEMENTS ADDED & SETBACK LINES ADDED05/04/2016R1

Drainage Reserve

Residential Suburban

Residential Medium Density

LEGEND

Stage Boundary

NZTA Designation

uplifted by NZTADesignated area to be

LANDSCAPE DATA ADDED FOR LANDUSE CONSENT24/05/2016R2

10m Waterway Setback

2m Setback Line

5m WATERWAY SETBACK LINE ADDED20/06/2016R3

5m WATERWAY SETBACK LINE REMOVED15/07/2016R4