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Aurecon New Zealand Limited T +64 3 366 0821 Level 2, 518 Colombo Street F +64 3 379 6955 Christchurch 8011 E [email protected] PO Box 1061 W aurecongroup.com Christchurch 8140 New Zealand

12 July 2016

Danne Mora Holdings Limited c/o Evolve Land Limited

Via email: [email protected]

Attention: Greg Dewe

Dear Greg

Geotechnical Completion Report – Halswell Commons Stage 1 Development (Lots 1 to 13, 15, 900, 1000 and 1001)

This geotechnical completion report is submitted in accordance with Section 12.4.1 of the Christchurch City Council Infrastructure Design Standard.

Introduction Danne Mora Holdings Limited is in the process of developing the Halswell Commons residential development in Halswell in southwest Christchurch, with Stage 1 of the development nearing completion. During the geotechnical investigation parts of Stage 1 were identified as being susceptible, to a limited degree, to the effects of seismically induced liquefaction.

The liquefaction risk at the site was assessed as being within acceptable levels that a Technical Category 2 (TC2) equivalent classification of the site was applicable. As such no site specific liquefaction mitigation measures were required for the site development.

The conditions of Aurecon’s engagement are as per our agreement relating to geotechnical investigations to support subdivision consent, and are set out in our letter of engagement dated 15 June 2015.

Geotechnical Investigations Aurecon has undertaken a multi-staged geotechnical site investigation across the wider 70ha Halswell Commons site between 2014 and 2015 along with a review of previous geotechnical assessments carried out in 2013.The types and density of investigations meet the intent of the MBIE Guidelines.

This investigation is described in the Aurecon Report Meadowlands Development, Geotechnical Subdivision Report, Rev1 dated 24 November 2015 prepared for Danne Mora Holdings Limited (Aurecon, 2015).

Liquefaction Hazard Assessment The report was issued following the publication of the Ministry of Business Innovation & Employment (MBIE), guidelines in December 2012, which define the Technical Category zoning and the liquefaction induced deformation limits for each Technical Category. The categories and corresponding criteria are summarised as follows:

Project 239575 File Halswell Commons Stage 1 - Geotech Sign Off Rev2.docx 12 July 2016 Revision 2 Page 1

• Technical Category 1 (TC1) – Future land damage from liquefaction is unlikely, and ground settlements are expected to be within normally accepted tolerances.

• Technical Category 2 (TC2) – Minor to moderate land damage from liquefaction is possible in future large earthquakes.

• Technical Category 3 (TC3) – Moderate to significant land damage from liquefaction is possible in future large earthquakes.

For the Canterbury region, the MBIE has released a new classification system for residential land on the flat in regard to liquefaction susceptibility. These are summarised below:

Table 1: Liquefaction Deformation Limits and House Foundation Implications Index Liquefaction Deformation Limits Likely Implication for House Technical Vertical Lateral Spread Foundations (subject to individual Category SLS ULS SLS ULS assessment) TC1 15mm 25mm Nil Nil Standard NZS3604 type foundations with tied slabs are acceptable subject to shallow geotechnical investigation. TC2 50mm 100mm 50mm 100mm MBIE enhanced foundation solutions.

TC3 >50mm >100mm >50mm >100mm Site specific foundation solution.

A liquefaction hazard assessment was carried out as part of the site assessments has been carried out for the entire 70ha development as outlines in the geotechnical subdivision report (Aurecon, 2015).

The liquefaction analysis for Stage 1 was based on the boreholes and CPT testing carried out as part of the geotechnical investigations for the larger subdivision and observation of actual site performance during the recent major earthquake events. The geotechnical investigation information used to assess Stage 1 is part of a larger group of geotechnical information and only the tests that are relevant for this stage have been assessed. Consideration was given to information and data from outside the stage boundary when assessing geotechnical hazards and issues.

Technical Category Classification We have assessed the liquefaction hazard at the site. Based upon this assessment and observed site performance we believe:

• Lots 1 to 13 and 15 fulfil the requirements of TC2 Classification.

• Lots 900, 1001 and 1001 are electrical kiosk, roading and balance lot areas; therefore no Technical Category Classification is applicable for these lots. A TC2 Classification effectively means that the MBIE believe that ‘Minor to moderate land damage from liquefaction is possible in future significant earthquakes’. House foundations and site specific geotechnical investigations are required in accordance with the MBIE (2012) guideline documents ‘Repairing and rebuilding houses affected by the Canterbury earthquakes’ released in December 2012. This report in not intended to be used as a lot specific geotechnical report to support building consent application.

Project 239575 File Halswell Commons Stage 1 - Geotech Sign Off Rev2.docx 12 July 2016 Revision 2 Page 2

References Aurecon, 2015. Meadowlands Development, Geotechnical Subdivision Report, Danne Mora Holdings Limited, Revision 1 - dated 24 November 2015. Aurecon New Zealand Limited, Christchurch, New Zealand.

MBIE, 2012. Repairing and rebuilding houses affected by the Canterbury earthquakes. Ministry of Business, Innovation and Employment, Wellington, New Zealand.

Limitations We have prepared this report in accordance with the brief as provided. The contents of the report are for the sole use of the Client and no responsibility or liability will be accepted to any third party. Data or opinions contained within the report may not be used in other contexts or for any other purposes without our prior review and agreement.

The recommendations in this report are based on data collected at specific locations and by using suitable investigation techniques. Only a finite amount of information has been collected to meet the specific financial and technical requirements of the Client’s brief and this report does not purport to completely describe all the site characteristics and properties. The nature and continuity of the ground between test locations has been inferred using experience and judgement and it must be appreciated that actual conditions could vary from the assumed model.

Subsurface conditions relevant to construction works should be assessed by contractors who can make their own interpretation of the factual data provided. They should perform any additional tests as necessary for their own purposes.

Subsurface conditions, such as groundwater levels, can change over time. This should be borne in mind, particularly if the report is used after a protracted delay.

This report is not to be reproduced either wholly or in part without our prior written permission.

This conclusions in this report draws on investigations, analysis and conclusions from various investigations stages and numerous reports. For specific details please refer to the above mentioned references or contact the writers.

If you have any queries regarding the content of this letter, please do not hesitate to contact the undersigned.

Yours sincerely

Dr Jan Kupec PhD MSc candIng MIPENZ CPEng IntPE MRSNZ | NZGS IGS ISSMGE NZSEE Chartered Professional Geotechnical Engineer – Technical Director

Inc: Halswell Commons Stage 1 Site Layout Plan

Project 239575 File Halswell Commons Stage 1 - Geotech Sign Off Rev2.docx 12 July 2016 Revision 2 Page 3

Aurecon New Zealand Limited T +64 3 366 0821 Level 2, Iwikau Building F +64 3 379 6955 93 Cambridge Terrace E [email protected] Christchurch 8013 W aurecongroup.com New Zealand

14 August 2017

Danne Mora Holdings Limited c/o Davie Lovell-Smith Ltd

Via email: [email protected]

Attention: Adam Lill

Dear Adam

Geotechnical Completion Report – Halswell Commons Stage 1A & 1B Development (Lots 17 to 44, 61 to 66, 109, 117, 123, 1100, 2000, 2001 and 2006)

1 Introduction Danne Mora Holdings Limited is in the process of developing the Halswell Commons residential development in Halswell in southwest Christchurch, with Stages 1A & 1B of the development nearing completion. During the geotechnical investigation parts of Stages 1A & 1B were identified as being susceptible to the effects of seismically induced liquefaction.

The liquefaction risk was assessed as being variable across the site. A geogrid reinforced gravel capping layer has been created across Lots 40 to 44 in order to increase the seismic resilience of these lots. With this capping layer implemented all lots with Stages 1A &1B are now assessed as being within acceptable levels that a Technical Category 2 (TC2) equivalent classification is applicable across all Stage 1A & 1B residential lots.

2 Geotechnical Investigations Aurecon has undertaken a multi-staged geotechnical site investigation across the wider 70ha Halswell Commons site between 2014 and 2015 along with a review of previous geotechnical assessments carried out in 2013.The types and density of investigations meet the intent of the MBIE Guidelines.

This investigation is described in the Aurecon Report Meadowlands Development, Geotechnical Subdivision Report, Rev1 dated 24 November 2015 prepared for Danne Mora Holdings Limited (Aurecon, 2015).

3 Liquefaction Hazard Assessment The report was issued following the publication of the Ministry of Business Innovation & Employment (MBIE), guidelines in December 2012, which define the Technical Category zoning and the liquefaction induced deformation limits for each Technical Category. The categories and corresponding criteria are summarised as follows:

Project 239575 File Halswell Commons - Stage 1A 1B - Geotech Sign Off - Rev1.docx 14 August 2017 Revision 1 Page 1

. Technical Category 1 (TC1) – Future land damage from liquefaction is unlikely, and ground settlements are expected to be within normally accepted tolerances. . Technical Category 2 (TC2) – Minor to moderate land damage from liquefaction is possible in future large earthquakes. . Technical Category 3 (TC3) – Moderate to significant land damage from liquefaction is possible in future large earthquakes. For the Canterbury region, the MBIE has released a new classification system for residential land on the flat in regard to liquefaction susceptibility. These are summarised below:

TC3 >50mm >100mm >50mm >100mm Site specific foundation solution.

The liquefaction analysis for Stages 1A & 1B was based on the boreholes and CPT testing carried out as part of the geotechnical investigations for the larger subdivision and observation of actual site performance during the recent major earthquake events. The geotechnical investigation information used to assess Stages 1A & 1B is part of a larger group of geotechnical information and only the tests that are relevant for this stage have been assessed. Consideration was given to information and data from outside the stage boundary when assessing geotechnical hazards and issues.

Based upon this liquefaction assessment:

Lots 17 to 39, 61, and 63 to 66 The calculated liquefaction induced ground deformations were within the limits of a Technical Category 2 (TC2) classification.

Lots 40 to 44 Lots 40 to 44 in their natural form were identified as being non-compliant with the requirements of a TC2 classification based on liquefaction induced reconsolidation settlement criteria. The wider site is underlain by surficial silty-sandy soils. However, geotechnical testing around these lots indicates an increase in sand content which results in a theoretical increase reconsolidation settlement in this area exceed the TC2 classification limits.

4 Liquefaction Risk Mitigation The following liquefaction hazard mitigation has been undertaken across the site:

Lots 17 to 39, 61, and 63 to 66 No additional liquefaction risk mitigation is required for these lots other than an enhanced TC2 type of foundation system.

Project 239575 File Halswell Commons - Stage 1A 1B - Geotech Sign Off - Rev1.docx 14 August 2017 Revision 1 Page 2

Lots 40 to 44 In order to ensure a TC2 classification across the entire site and provide additional seismic resilience to the development shallow ground improvement works have been undertaken across Lots 40 to 44. The ground improvement works have been based upon the concept of 2m thick capping layer option presented in Section 15 of the Ministry of Business, Innovation and Employment Guidance Document Repairing and Rebuilding houses affected by the Canterbury earthquake sequence (MBIE Guidelines). With this ground improvement implemented a TC2 foundation system can be used at these sites.

Due to the depth to groundwater at the site, the capping layer has been reduced to a thickness of 1.8m. To compensate for the reduction in thickness it has been formed with a composite of 1.5m of geogrid reinforced gravel and 0.3m of site won silty-sandy soils re- compacted as engineered fill. The top is covered with a nominal 200mm of topsoil.

This composite 1.8m thick engineered fill layer is considered to have as a minimum the same engineering properties of 2m of unreinforced capping layers presented in Section 15 of the MBIE Guidelines. Plans showing the location and a cross-section of this capping layer are appended to this report.

This geogrid reinforced gravel capping layer has been constructed under the supervision of the project Civil Engineer’s, Davie Lovell-Smith Limited, as part of the bulk earthworks process carried out as part of the subdivision development. Aurecon has visited the capping layer construction at critical stages.

5 Technical Category Classification We have assessed the liquefaction hazard at the site as detailed in Aurecon’s geotechnical investigation and assessment report (Aurecon, 2015). Based upon our geotechnical site investigations, the liquefaction hazard assessments and the implementation of a geogrid reinforced gravel capping layer (in Lot 40 to 44) we believe:

. Lots 17 to 44, 61 and 63 to 66 fulfil the requirements of TC2 Classification, . Lots 62, 117, 123, 1100, 2000, 2001 and 2006 are roading, power kiosk, and reserve areas, and an amalgamation lot; therefore no Technical Category Classification is applicable for these lots. A TC2 Classification effectively means that the MBIE believe that ‘Minor to moderate land damage from liquefaction is possible in future significant earthquakes’. House foundations and site specific geotechnical investigations are required in accordance with the MBIE (2012) guideline documents ‘Repairing and rebuilding houses affected by the Canterbury earthquakes’ released in December 2012.

6 Foundation Recommendations The following foundation recommendations are made for residential houses to be built at the site:

Lots 17 to 39, 61 and 63 to 66 – Natural Ground With Lots 17 to 39, 61 and 63 to 66 enhanced TC2 foundation are required as outlined in Section 5 of the MBIE (2012) Guidelines. In accordance with the Guidelines standard shallow lot specific shallow geotechnical investigations will be required during the detailed house design to assess the lot specific ground conditions and bearing capacity values.

Project 239575 File Halswell Commons - Stage 1A 1B - Geotech Sign Off - Rev1.docx 14 August 2017 Revision 1 Page 3

Lots 40 to 44 – Capping Layer The following foundation recommendations are made for residential houses to be built on Lots 40 to 44:

Enhanced TC2 foundation are required as outlined in Section 5 of the MBIE Guidelines. In accordance with the Guidelines standard shallow lot specific shallow geotechnical investigations will be required during the detailed house design to assess the lot specific ground conditions and bearing capacity values. With the enhanced raft foundation options all topsoil and silty-sandy soil should be removed below the entire house footprint.

To provide the best seismic resilience houses should:

- Use light to mid weight cladding and roofing materials only.

- The structural form should be restricted to timber frame (or light weight cold-rolled steel equivalent).

Due to the presence of the geogrid reinforcement within the gravel, and the capping function that the geogrid reinforced gravel raft preforms, penetrations through the geogrid should be avoided. Houses build in these lots should not have basements protruding through the capping layer. Underfloor hydraulic services and conduits (wastewater, stormwater etc.), where possible should be designed in such a way that they do not penetrate through the geogrid reinforcement either and stay within the upper 800mm of the engineered fill layer (upper 1m when including the nominal 200mm thickness of topsoil).

In order to fully utilised the capping layer, and achieve the expected Technical Category 2 performance, all foundations will need to be set back a minimum of 1m from the boundary, and 1.5m from the northeastern boundary (with the neighbouring established houses). These setback distances are geotechnical requirements and do not supersede any planning rule.

7 References Aurecon, 2015. Meadowlands Development, Geotechnical Subdivision Report, Danne Mora Holdings Limited, Revision 1 - dated 24 November 2015. Aurecon New Zealand Limited, Christchurch, New Zealand.

MBIE, 2012. Repairing and rebuilding houses affected by the Canterbury earthquakes. Ministry of Business, Innovation and Employment, Wellington, New Zealand.

8 Limitations We have prepared this report in accordance with the brief as provided. The contents of the report are for the sole use of the Client and no responsibility or liability will be accepted to any third party. Data or opinions contained within the report may not be used in other contexts or for any other purposes without our prior review and agreement.

Project 239575 File Halswell Commons - Stage 1A 1B - Geotech Sign Off - Rev1.docx 14 August 2017 Revision 1 Page 4

Subsurface conditions, such as groundwater levels, can change over time. This should be borne in mind, particularly if the report is used after a protracted delay.

This report is not to be reproduced either wholly or in part without our prior written permission.

If you have any queries regarding the content of this letter, please do not hesitate to contact the undersigned

Yours faithfully

Dr Jan Kupec PhD MSc candIng MIPENZ CPEng IntPE MRSNZ | NZGS IGS ISSMGE NZSEE Chartered Professional Geotechnical Engineer – Technical Director

Enc: Halswell Commons Stages 1A & 1B Site Layout Plans Geogrid Capping Layer Plan and Detail

Project 239575 File Halswell Commons - Stage 1A 1B - Geotech Sign Off - Rev1.docx 14 August 2017 Revision 1 Page 5 AMENDMENTS : AMENDMENT DATE DESCRIPTION R4 10.3.16 LOTS 2002- 2006 & AMALG. CONDITION ADDED R5 22.4.16 LOTS 100 & 2000 & ROAD TREATMENT AMENDED R6 29.4.16 LOTS100,2000,2005&2006 AMEND.,2002-2004 R. R7 18.5.16 LOT 2005 AMENDED R8 24.6.16 ROWS SPILT, ESMTS ADDED, LOT 100 TO 1100 R9 8.07.16 LOTS 1100, 2006 & 2005 AMENDED NORTH R10 2.08.16 CAR PARK LAYOUT AMENDED FOR LOTS 2001&2006 NOTES:

1) Areas and dimensions are approximate only & Lot 11 subject to final survey and deposit of plans. DP 499563 Lot 43 (RMA 92031180) DP 34028 41.6 2) Service easements to be created as required. 3) This plan has been prepared for subdivision Lot 42 consent purposes only. No liability is accepted if Lot 12 DP 34028 the plan is used for any other purpose. DP 499563 (RMA 92031180) H E N D E R S O N S R O A D 41.6 4) This plan is subject to the granting of subdivision and/or resource consents and should be treated Lot 41 as a proposal until such time as the necessary Lot 15 Lot 13 DP 34028 consents have been granted by the relevant DP 499563 DP 499563 (RMA 92031180) (RMA 92031180) authorities. CFR 741674 12.1 13.0 5) This plan has been prepared for the use of Danne 29.9 Lot 40 2006 DP 34028 Mora Holdings Limited only and no liability is 12.3 40.3 466m² 8.3 17 accepted in relation to any other parties. 6.9 339m² 14.3 +107m² ROW 34.3 A

8.5 2.2 8.6 B 2.5 12.2 11.1 36.8 0.5 Lot 2006 hereon be 22.9 8.1 amalgamated with 2.2 18 6.8 Lot 15 RMA 92031180 195m² Lot 900 +85m² ROW 8.6 9.1 C 3.55.3 DP 499563 Lot 39 4.9 PROPOSED AMALGAMATION CONDITION (RMA 92031180) 23.2 32.7 DP 34028 Kiosk 19 210m² 25.4 Lot 2006 hereon be amalgamated with Lot 15 +63m² ROW DP 499563 ( CFR741674 ) and one computer 9.1 9.1 23.5 22 freehold register be issued. 20 D 431m² 35.3 212m² (12.0) Proposed Memorandum of Easements +37m² ROW 8.5 9.1 52.9 E Lot 38 23.7 11.7 Servient Tenement Dominant 10.3 DP 34028 Nature 21 7.0 Lot No Shown Tenement 202m² 24.0 8.6 +12m² ROW 2001 17 A Lots 18-21 608m² 32.6 18 B Lots 17, 19-21 Road to Vest in Lot 37 DP 34028 19 C Lots 17,18,20&21 Christchurch City 11.7 30 (16.0) Council 30.6 20 D Lots 17-19&21 7.0 518m² Right of way, rights +81m² ROW 21 E Lots 17-20 24.3 to drain water & 26.5 2000 23 F Lots 24-27&29-31 9.0 29 sewage & rights to 2792m² Lot 36 22.0 265m² convey sewage, 24 G Lots 23,25-27&29-31 23.4 Road to Vest in +19m² ROW DP 34028 23 F water, electricity, 25 H Lots 23,24,26,27&29-31 Christchurch City telecommunications Council 209m² K 26 I Lots 23-25,27&29-31 9.3 & computer media 9.0 +7m² ROW L 17.5 25.6 7.1 27 J Lots 23-26&29-31 23.4 G 11.5 24 Lot 35 29 K Lots 23-27,30&31

217m² 7.8 DP 34028 2005 1100 30 L Lots 23-27,29&31 +24m² ROW 7.8 10.5564ha 3021m² 9.3 23.4 31 31 M Lots 23-27,29&30 Balance Recreation Reserve to 25 H M 503m² Vest in Christchurch +144m² ROW 25.5 182m² 7.8 City Council +35m² ROW I 7.8 23.4 Lot 34 20.1 16.4 DP 34028 26 8.3 11.0 18.0 55.5 168m² +49m² ROW J 6.6 27.6 27 2.6 239m² 32 3.2 +63m² ROW Lot 33 (12.0) 8.0 417m² 29.7 18.3 33 DP 34028 21.2 555m² 28 18.4 413m² 30.1 28.2 12.2 7.8 6.9 Lot 32 19.2 34 DP 34028 COMPRISED IN: C.F.R. 741676 18.5 505m² TOTAL AREA: 11.8957ha

2.5 27.4 21.7 14.9 Lot 31 (15.3) DP 34028

(15.3) 31.3

15.3 54.5 15.3 Lot 30 DP 34028

116 Wrights Road P O Box 679 Christchurch 8140. New Zealand Telephone: 03 379-0793 Website: www.dls.co.nz E-mail: [email protected] Lot 29 DP 34028 JOB TITLE:

Lot 51 Halswell Commons DP 33987 Stage 1A

SHEET TITLE: Proposed Subdivision of Lot 1000 DP 499563 ( RMA 92031180 )

DRAWING STATUS For Subdivision Consent

1:500@A1 DATE : 19 August 2016 SCALE : 1:1000@A3

CAD FILE : J:\18857\Subcon\E18857_STAGE 1A SUBCON_R11 160819.dwgDRAWN : AA

DRAWING No : SHEET No: REVISION : E.18857 1 R11 DP 22753 AMENDMENTS : AMENDMENT Pt RS310 (A5399) R12 03.7.17 R11 03.2.17 R10 03.2.17 R9 28.2.17 R8 17.1.17 OVERALL PLAN

SCALE : 1:3750 @A1

1:7500 @ A3 90.7

211.6 H A L S W E L L R O A D DP 336786

DATE

49.3 40.9 105.9 Lot 1 DP 9329 Lot 1

CCC Reserve 90.7 DP 22753

Lot 4 200.2

A U G U S T I N E E N I T S U G U A AMALGAMATION CONDITIONS AMENDED ROAD NAMES ADDED ACCESS LOT NOTES AMENDED LOT NUMBER CHANGE LOTS 1-27 ADDED D R I V E V I R D Balance Lot

DESCRIPTION 10.4593ha 142.8 270 114

CCC Reserve

T E M P L E T O N S N O T E L P M E T R O A D A O R

40.9 211.6 33.3 108 75.0

110

115

DP 336786 DP

105.9 J Lot 1 Lot

J 194.6 J

129.8 J 166.2 J

J DP 22753 H E N D E R S O N S R O A D A O R S N O S R E D N E H Lot 4 112 116 Balance Lot

8.7250ha J

119

107 J

109 J

35 J 36

D R I V E V I R D A U G U S T I N E E N I T S U G U A J 38 39 J 40 41

42 18.7 34.5

405.2 43 L I S B O N R O A D 117

44 8.6 17.0 Balance lot 1181m² 270

28.2 H A L S W E L L R O A D (27.0)

NORTH 4.6 9.2

14.6

7.6 15.8

18.7

99.5 S N O T E L P M E T

47.6 17.3

21.5

21.5 4.1 RMA/2016/2585

41.6 10.6

11.8 11.9 15.4 3.4 10.4593ha Lot 2005 vest in CCC Balance lot

7031m²

108

114

Road to 2.8

4.5

56.0 4.7

12.1

8.2 M O N S A R A Z A R A S N O M 6.9 25.9 12.7

Access Lot

18.7 9.5 DP 499563 11.4 998m²

Lot 15 45

DP 499563Lot 1

25.2 Lot 2 B O U L E V A R D R A V E L U O B DP 499563

23.0 5.0 18.3 DP 499563Lot 3

1527m² Stage 2 14.3 40.5 DP 499563Lot 4 46 19.7

25.4

880m²

47 DP 499563Lot 5 90.5

H O L M E S H A N O V E R L A N E N A L R E V O N A H S E M L O H (23.0) 27.0

38.1 11.1

3.9 22.0 8.8 7.2

J Lot 6

698m² DP 499563 50

32.0

J vest in CCC 4.9

115

4306m²

6.8 Lot 7 29.1 DP 499563

Stage 3 51 - 46 Lots of Favor In 30.9 7.1

Road to 17.0

DP 33987 31.3 32.6 DP 499563Lot 8 Lot 52

(RMA/2016/2585)

1007m² Lot 9

35.3 DP 499563 DP 34028Lot 49 53 48.6 25.0 22.0

12.4 Lot 2006

6.0 Lot 10

30.0 34.0 DP 499563

J 2.5 16.2 1450m² 19.9

9.7 744m²

48 5.0

32.5 Lot 48 55 J DP 34028

17.0

33.9

22.6 Access Lot 22.0 49 M O N S A R A Z A R A S N O M

30.6 372m² J

E V O R A P L A C E 8.0 34.0 655m²

J (RMA/2016/2585)

3.7 DP 34028Lot 47

N O S T R A D A M U S U M A D A R T S O N 772m² 26.5

51 22.0 30.0 23.3

DP 499563

In Favor of Lots 53 - 56 - 53 Lots of Favor In 15.3 40.2

Lot 900

35.6 Lot1100 17.0

F R A N C O C N A R F 32.9

19.5 Lot 46 25.5 DP 34028 DP 499563

51.6 Lot 11 2689m² 4.4

57 26.8 J 26.4 19.9

9.6 42.5 928m²

23.0 54

1127m²

B O U L E V A R D R A V E L U O B 113 R O A D A O R DP 499563 28.2 vest in CCC

29.7

Lot 12

7.8 4.8

J Road to

9.6 E N A L

1433m² 15.3

8.8 69.4 56

In Favor of Lots 57 - 59 - 57 Lots of Favor In 33.0 DP 499563

11.1 13.6 Lot 13 43.8 (RMA/2016/2585) Lot 45 39.9 (RMA/2016/2585) DP 34028

13.4 (RMA/2016/2585) Lot 18 Lot 17

21.3

(RMA/2016/2585)

Lot 19 20.4 44.7 48.1 39.8 18.0 N E V E R M O (RMA/2016/2585)R E Lot 20

DP 34028Lot 44

Lot 21 In Favor of Lots 61.9

61.9 NORTH vest in CCC

3.4 61 & 63 - 66 (RMA/2016/2585) Road to 6.6 112 1719m² 4.2 313m² 8.9

23.3 (RMA/2016/2585) P L A C E Lot 23

58 DP 34028Lot 43 vest in CCC

7.7

1111m² 33.4 (RMA/2016/2585)

Lot 24

Road to

110

10.7 23.0 2.8 7.2 (RMA/2016/2585) 24.3 Lot 25

(RMA/2016/2585) Lot 42

759m² DP 34028 49.0 Lot 26 61 vest in CCC

(RMA/2016/2585)

6099m² Access Lot 116 21.0 Lot 27

36.5 (RMA/2016/2585) 2.1 Road to

Lot 22

716m² 9.2 24.0 60

DP 34028Lot 41

491m² Lot 28

19.1 19.1

64 Access Lot 31.1 (RMA/2016/2585)

939m² 30.0

8.1

39.7 vest in CCC 6.2 NOTES: 5) 3) 2) 4) 59 683m²

5.8 26.4 N O D E L B M I W

1328m²

109 J Road to 29 Lot 12.6 DP 34028Lot 40 1035m² Mora Holdings Limited only and no liability is accepted in relation to any other parties. authorities. consents have been granted by the relevant as a proposal until such time the necessary and/or resource consents and should be treated consent purposes only. No liability is accepted if the plan is used for any other purpose. to final survey and deposit of plans. Areas and dimensions are approximate & subject 3.9 This plan has been prepared for the use of Danne This plan is subject to the granting of subdivision This plan has been prepared for subdivision Service easements to be created as required.

22.0 66

40.3 (RMA/2016/2585) 8.8 25.5 20.7 (RMA/2016/2585)

26.5

Lot 30

L A N E N A L

J Lot 32 DP 34028 17.1 3.8 B E L L A G I O P L A C E Lot 39

12.4 18.2 943m² (RMA/2016/2585)

J 63 1.1854ha

vest in CCC

Reserve to

35.1 Lot 31 107

40.3 (18.0) 9.8 30.7 65.0 (RMA/2016/2585)

DP 34028Lot 38

14.6 15.5 Stage 4 0.1

Lot 33 60.0 8.1 J

1322m² 15.3 1886m²

133.1 67 2.3 Lot 37 65.0 65 DP 34028 (RMA/2016/2585)

6.6 48.9 0.1

Lot 34

Stage 1B 4.4 46.2

M A N A R O L A 19.2 DP 34028Lot 36 31.0

J 538m² 27.4 55.1

35 DP 34028Lot 35

19.0

52.9 29.7

32.071 & 69 - 67 Lots of Favor In

28.3

19.3

12.3 546m² 33.8 52.4

36 DP 34028Lot 34 J 19.0

1607m² 29.2

17.9 563m² DP 34028Lot 33

19.0 19.0

41.5 37 J (15.3) R O A D

42.2

8.7 30.1 DP 34028Lot 32 40.5 B R A N C I O N O I C N A R B

580m²

29.9 19.0 38 70 19.0 3138m² Access Lot

Lot 31

1035m² DP 34028

71 10.5 23.4 31.0 597m²

DP 34028Lot 30 973m²

J 19.0 39 69 19.0

31.8

614m²

S T R E E T E E R T S

1.3 32.2

30.5 40 19.0 DP 33987 14.0 DP 34028Lot 29 owners of Lot 55 as tenants in common the owners of Lot 54 as tenants in common the owners of Lot 53 as tenants in common the owners of Lot 51 as tenants in common the certificate of title be issued in accordance certificate of title be issued in accordance certificate of title be issued in accordance certificate of title be issued in accordance certificate of title be issued in accordance title be issued in accordance therewith. to five undivided one sixteenth shares by the title be issued in accordance therewith. to three undivided one sixteenth shares by the title be issued in accordance therewith. to three undivided one sixteenth shares by the title be issued in accordance therewith. to an undivided one seventeenth share by the therewith. the said share and that an individual the owners of Lot 50 as tenants in common to four undivided one seventeenth shares by therewith. the said share and that an individual the owners of Lot 49 as tenants in common to two undivided one seventeenth shares by therewith. the said share and that an individual the owners of Lot 48 as tenants in common to four undivided one seventeenth shares by therewith. the said share and that an individual the owners of Lot 47 as tenants in common to five undivided one seventeenth shares by therewith. the said share and that an individual the owners of Lot 46 as tenants in common to one undivided seventeenth share by said share and that an individual certificate of said share and that an individual certificate of said share and that an individual certificate of said share and that an individual certificate of That Lot 52 hereon (Legal Access) be held as That Lot 52 hereon (Legal Access) be held as That Lot 52 hereon (Legal Access) be held as That Lot 45 hereon (Legal Access) be held as That Lot 45 hereon (Legal Access) be held as That Lot 45 hereon (Legal Access) be held as That Lot 45 hereon (Legal Access) be held as That Lot 45 hereon (Legal Access) be held as That Lot 45 hereon (Legal Access) be held as Lot 53

41.4

Lot 28 3.8 32.8 DP 34028

621m²

41 19.0 53.8 19.1 DP 34028Lot 27

32.0 589m²

42 19.0 25.2

19.1 Lot 26 13.2 30.0 DP 34028

551m² 43 19.0

DP 34028Lot 25 18.0

12.5 vest in CCC 4843m² 117

Road to 27.9 19.0

602m² DP 34028Lot 24

7.1 7.4 44 Balance lot 8.7250ha 119

15.3 DP 34028Lot 23 20.6 22.9

7.1 D A O R S N O S R E D N E H DP 34028Lot 22

21.1

DP 34027Lot 21

34.1 PROPOSED AMALGAMATION CONDITIONS

34.1 certificate of title be issued in accordance certificate of title be issued in accordance certificate of title be issued in accordance certificate of title be issued in accordance certificate of title be issued in accordance owners of Lot 59 as tenants in common the owners of Lot 58 as tenants in common the owners of Lot 57 as tenants in common the owners of Lot 56 as tenants in common the therewith. the said share and that an individual the owners of Lot 66 as tenants in common to three undivided one seventeenth shares by therewith. the said share and that an individual the owners of Lot 65 as tenants in common to four undivided one seventeenth shares by therewith. the said share and that an individual the owners of Lot 64 as tenants in common to two undivided one seventeenth shares by therewith. the said share and that an individual the owners of Lot 63 as tenants in common to three undivided one seventeenth shares by therewith. the said share and that an individual the owners of Lot 61 as tenants in common to five undivided one seventeenth shares by title be issued in accordance therewith. to an undivided one fifteenth share by the title be issued in accordance therewith. to five undivided one fifteenth shares by the title be issued in accordance therewith. to nine undivided one fifteenth shares by the title be issued in accordance therewith. to five undivided one sixteenth shares by the said share and that an individual certificate of said share and that an individual certificate of said share and that an individual certificate of said share and that an individual certificate of 9.6 That Lot 62 hereon (Legal Access) be held as That Lot 62 hereon (Legal Access) be held as That Lot 62 hereon (Legal Access) be held as That Lot 62 hereon (Legal Access) be held as That Lot 62 hereon (Legal Access) be held as That Lot 60 hereon (Legal Access) be held as That Lot 60 hereon (Legal Access) be held as That Lot 60 hereon (Legal Access) be held as That Lot 52 hereon (Legal Access) be held as

DP 34027Lot 20 32.3

DP 34027Lot 19 9.6

DP 34027Lot 18

DP 34027Lot 17 183.8

DP 34027Lot 16

DP 34027Lot 15

DP 34027Lot 14 COMPRISED IN: C.F.R's.13B/1447, 13B/1448 &13B/1449 DRAWING No : CAD FILE : SCALE : DRAWING STATUS SHEET TITLE: JOB TITLE: TOTAL AREA: P19005 Telephone: 116 Wrights Road 1:2000@A3 1:1000@A1 Lot 2005 RMA/2016/2585 Proposed Subdivision of For Subdivision Consent Lots 52 & 53 DP 33987 03 379-0793 J:\19005\Subcon\P19005 Subcon R12.dwg Lots 69 & 71 hereon be amalgamated and Lots 67 & 68 hereon be amalgamated and Proposed Amalgamation Condition - Stage 4 Lots 55 & 56 hereon be amalgamated and Lots 53 & 54 hereon be amalgamated and Proposed Amalgamation Condition - Stage 3 Lots 49 & 50 hereon be amalgamated and Lots 47 & 48 hereon be amalgamated and Proposed Amalgamation Condition - Stage 2 Lots 65 & 66 hereon be amalgamated and Lots 63 & 64 hereon be amalgamated and Proposed Amalgamation Condition - Stage 1B held in one computer freehold register. held in one computer freehold register. held in one computer freehold register. held in one computer freehold register. held in one computer freehold register. held in one computer freehold register. held in one computer freehold register. held in one computer freehold register. certificate of title be issued in accordance certificate of title be issued in accordance owners of Lot 68 as tenants in common the certificate of title be issued in accordance therewith. the said share and that an individual the owners of Lot 71 as tenants in common to nine undivided one twenty-fifth shares by therewith. the said share and that an individual the owners of Lot 69 as tenants in common to three undivided one twenty-fifth shares by title be issued in accordance therewith. to six undivided one twenty-fifth shares by the therewith. the said share and that an individual the owners of Lot 67 as tenants in common to seven undivided one twenty-fifth shares by said share and that an individual certificate of That Lot 70 hereon (Legal Access) be held as That Lot 70 hereon (Legal Access) be held as That Lot 70 hereon (Legal Access) be held as That Lot 70 hereon (Legal Access) be held as Halswell Commons 26.8305ha Website: P O Box 679 www.dls.co.nz SHEET No: Christchurch 8140. S01 DATE : E-mail: July 2017 [email protected] New Zealand DRAWN : R12 REVISION : AMA H E N D E R S O N S R O A D

-0.2 AMENDMENTS : 22.853 Lot 38 AMENDMENT DATE DESCRIPTION 21 DP 34028 R1 04/10/2016 NOTES & DRAWING STATUS AMENDED E A R T H W O R K S H A S B E E N C A R R I E D O U T O N P R E V I O U S C O N T R A C T -0.4 19/01/2017 -0.3 R2 DESIGN CHANGES FOR CONSTRUCTION C U L D E S A C 1 R3 10/02/2017 CRUST STRENGTHENING DETAIL UPDATED Lot 37 NOTES : -0.1 DP 34028 -0.1 -0.0

-0.9 R O W B 1) ALL WORKS IN ACCORDANCE WITH CCC IDS AND CSS NORTH PARTS 1-7 CURRENT ISSUE. 30 -0.7 29 2) ORIGIN OF LEVELS 22.498 Lot 36 BM. MA1 RL=23.08 LOCATED IN TOP OF KERB IN LINE WITH -0.3 DP 34028 S T A G E 1A 23 NEW SITE ENTRANCE ON HENDERSONS ROAD LEVELS IN -0.1 TERMS OF CHRISTCHURCH DRAINAGE DATUM. -0.2 POST JUNE EMERGENCY LEVELS. -0.0

-0.0 0.1 24 Lot 35 3) METAL DEPTHS TO BE CONFIRMED OR INCREASED BY DP 34028 ENGINEER FOLLOWING CHECKING OF SUBGRADE CBR 31 STRENGTH ONCE EXCAVATED.

-0.0 -0.6 25 -0.1 4) ALL BERMS TO BE COVER WITH A MINIMUM OF 150mm -0.0 -0.0 SCREENED TOPSOIL GRASSED WITH CCC BERM MIX. Lot 34 0.1 22.086

-0.5 0.1 0.1 26 DP 34028 5) EXISTING SERVICES HAVE BEEN DIGITISED FROM SERVICE AUTHORITY PLANS; COMPLETENESS AND ACCURACY ARE 0.2 NOT GUARANTEED. ALL SERVICES TO BE FULLY SEARCHED & 27 PILOTED PRIOR TO TRENCHING. 0.1 0.3 -0.5 -0.5 32 Lot 33 0.2 DP 34028 6) CONTOUR INTERVAL: MAJOR1.0m MINOR 0.1m 33 0.2 7) ALL EARTHFILL WORKS TO COMPLY WITH NZS 4431:1989 RELEVANT CERTIFICATION REQUIRED AS PROOF. 28 0.1

0.1 Lot 32 8) IF PEAT OR OTHER UNSUITABLE MATERIAL IS LOCATED IN THE

-0.0 DP 34028 SUBGRADE THE ENGINEER IS TO BE CONTACTED FOR 34 INSTRUCTION. 22.482

-0.6 -0.7 0.1 -0.5 0.1 9) ESCMP TO BE IN PLACE PRIOR TO ANY EARTHWORKS.

Lot 31 -0.4 10) CONTRACTOR MUST READ ALL DISCHARGE CONSENTS DP 34028 35 PRIOR TO ANY EARTHWORKS. 0.3 0.4 0.2 22.118 0.1 11) DRAWINGS TO BE DISTRIBUTED AND READ AS A COMPLETE 22.151

22.222 0.5 -0.6 SET. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE 22.279 21.610 Lot 30 ATTENTION OF THE ENGINEER FOR CLARIFICATION. 22.314 DP 34028 21.761 CONTOURS SHOWN ARE APPROXIMATELY 0.3 0.1 22.015 36 CUT (-ve) AND FILL (+ve) AT 0.5 0.1

0.4 0.1 0.1m INTERVALS.

-0.6 -0.0 Lot 29 0.4 DP 34028 23.60 EXISTING LEVEL

0.4 -0.5 24.19 PROPOSED LEVEL

L O C A L B 1

0.2 AREA REQUIRING GROUND 37 21.310 Lot 28 IMPROVEMENT FOR TC3 COMPLIANCE. -0.6 DP 34028 SEE SHEET E02.3 FOR DETAILS

0.5 0.40.3 0.2 0.2 600 21.440 EARTHWORKS ALREADY

0.4 COMPLETED 0.4 Lot 27 0.6 S T A G E 1B DP 34028

21.830 38 CUT 0.5

0.5 0.1

-0.0 21.086 Lot 26

21.308 0.2 DP 34028 S T A G E 4 ENGINEERED FILL 0.4 0.4 39 0.1 0.2 0.2 Lot 25 0.5 DP 34028

-0.5 -0.6 21.243 40 21.555 21.230 20.931 Lot 24 21.545 S T A G E 1B S T R E E T 1 -0.5 0.2 DP 34028 21.895 21.699

21.516 21.508 21.895 21.487 0.1 41 21.404 Lot 23 NAME SIGNED DATE 21.114 DP 34028 DESIGNED BY ADAM LILL 21.874 20.952 -0.6 L I V I N G CHECKED BY JAMIE VERSTAPPEN 21.555

20.803 21.608 S T A G E 1B

21.008 42 Site Benchmark MA 2 Masonry 21.805 -0.6 Anchor in Kerb 21.688 21.744 -0.0 RL=20.54m

20.984 -0.5

-0.7 20.857 20.827 20.752

-0.1 20.906 43 -0.2

0.1 20.544 20.646 116 Wrights Road P O Box 679 Christchurch 8140. New Zealand EXCAVATE UNDER ENGINEERS SUPERVISION AND REINSTATE IMMEDIATELY Telephone: 03 379-0793 Website: www.dls.co.nz E-mail: [email protected] S T A G E 4 20.571 700 L O C A L B 1 20.803 20.681 20.767 20.585 200mm COMPACTED SILTS COMPACTED 0.1 JOB TITLE: 2.0m -0.6 -0.7 TOPSOIL TO 95% MDD 44 L O C A L A 1 -0.7 EXISTING Halswell Commons GROUND LEVEL 20.767 -0.8

0.20m 20.677

-0.7 20.714 Stage 1A - Stage 2 -0.0 20.564

1000 0.30m 20.727 Lot 20 20.778 DP 34027 SCREENED AP100 20.594 S T A G E 4 -0.7 SHEET TITLE: GRAVEL COMPACTED -0.8 TO 2150Kg/m³ 20.589

-0.6 20.639 Cut & Fill Plan -0.9 SLOPE CUT TO -1.1 -1.0 ENGINEERS

1.50m (MIN) Lot 19 APPROVAL

DP 34027 RMA 201612585 20.569 1.20m

20.475 TRIAX COVERED 0.30m DRAWING STATUS IN AP65 -1.0

20.472

0.25m Lot 18 For Construction DP 34027

TRIAX 160 GEOGRID OR SIMILAR SCREENED AP100 GRAVEL COMPACTED TO AP65 CCC SPEC COMPACTED TO 2150Kg/m³ APPROVED 1:500@A1 DURAFORCE A440 SCALE : DATE :February 2017 GEOTEXTILE OR SIMILAR 2150Kg/m³ 1:1000@A3 APPROVED DRAWN : RECOMMENDED CRUST STRENGTHENING 20.594 Lot 17 CAD FILE : J:\19005\Eng\Design Drawings\P19005_E02_STAGE 1& 2_R3.dwg AMA DP 34027 CROSS SECTION L O C A L A 1 DRAWING No : SHEET No: REVISION : NOT TO SCALE E.19005 E02.2 R3