BEFORE THE ENVIRONMENT COURT I MUA I TE KOOTI ......• 'Waterfall Park Developments Ltd: Proposed Access Road CH?00.0-CH870.0, Sheet 8, Revision E, prepared by Paterson Pitts Group

BEFORE THE ENVIRONMENT COURT

I MUA I TE KOOTI TAIAO O AOTEAROA

IN THE MATTER

AND

BETWEEN

AND

Decision No. [2019] NZEnvC 103

of the Resource Management Act 1991

of an appeal pursuant to s 120 of the Act

PETER, JILLIAN AND SIMON BEADLE

(ENV-2018-CHC-156)

Appellants

QUEENSTOWN LAKES DISTRICT COUNCIL

Respondent

Court: Environment Judge J J M Hassan

Hearing: In Chambers at Christchurch

Date of Decision: 10 June 2019

Date of Issue: 10 June 2019

FINAL DECISION OF THE ENVIRONMENT COURT

A: The appeal is disallowed. Consent is granted in accordance with the conditions

in Annexure A and associated plans listed in condition 1.

B: Costs are reserved.

REASONS

[1] On 24 May 2019 the court issued a Decision1 disallowing the appeal by Peter,

Jillian and Simon Beadle and granting consent subject to the finalisation of conditions.

[2019] NZEnvC 92.

BEADLE v QLDC - FINAL DECISION

2

[2] With the exception of condition 8(a),2 the court accepted the final conditions

produced by Waterfall Park Developments Limited. The parties have now filed an

updated set of conditions and associated plans which attach to this decision.3

[3] For the reasons given in [2019] NZEnvC 92, the appeal is disallowed and consent

is granted in accordance with the conditions in Annexure A and the associated plans

listed in condition 1.

[4] Costs are reserved.4

J J M Hassan

Environment Judge

2

3

4

Condition 8(a) has been amended as per (174) of decision (2019) NZEnvC 92.

Memorandum dated 4 June 2019.

Timetable set in decision (2019) NZEnvC 92.

Annexure A

ENV-2018-CHC-156 - Final Consent Conditions

General Conditions

1. That the development must be undertaken/carried out in accordance with the plans:

• 'Waterfall Park Developments Ltd: Proposed Access Road Overview Sheet Layout, Sheet 2, Revision E, prepared by Paterson Pitts Group and dated 29/08/2018

• Waterfall Park Developments Ltd : Proposed Access Road Intersection Detail, Sheet 3, Revision C', prepared by Paterson Pitts Group and dated 29/08/2018

• Waterfall Park Developments Ltd: Proposed Access Road CH45.0 - CH205.0, Sheet 4, Revision C' , prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road CH195.0 - CH405.0 and Earthworks Quantities, Sheet 5, Revision C, prepared by Paterson Pitts Group and dated 29/08/2018

• Waterfall Park Developments Ltd: Proposed Access Road CH380.0-CH580.0, Sheet 6, Revision C, prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road CH565.0-CH715.0, Sheet ?,Revision E, prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road CH?00.0- CH870.0, Sheet 8, Revision E, prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road Longsection CH0.0- CH260.0, Sheet 9, Revision C , prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road Longsection CH250.0 -CH510.0, Sheet 10, Revision C , prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road Longsection CH500.0 -CH760.0, Sheet 11 , Revision D, prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road Longsection CH750.0 -CH855.0, Sheet 12, Revision D', prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road Typical Cross Sections, Sheet 13, Revision C' , prepared by Paterson Pitts Group and dated 29/08/2018

• 'Waterfall Park Developments Ltd: Proposed Access Road Typical Cross Sections, Sheet 14, Revision E', prepared by Paterson Pitts Group and dated 29/08/2018

• Waterfall Park Development Ltd: Proposed Access Road Typical Cross Sections, Sheet 15, Revision A, 29/08/2018

• New Access Road to Waterfall Park Context Plan', prepared by Baxter Design and dated 19 November 2018

• 'New Access Road to Waterfall Park Concept Masterplan', prepared by Baxter Design and dated 19 November 2018

• 'New Access Road to Waterfall Park Planting and Lighting Plan', prepared by Baxter Designand dated 19 November 2018

• 'Photo Simulation 1', prepared by Baxter Design and dated 29 January2018

• 'Photo Simulation 2', prepared by Baxter Design and dated 29 January 2018

• 'Proposed Access Road ROW Easements" Revision C, prepared by Paterson Pitts Group and dated 29/05/2019

'Waterfall Park Access Road -Adjacent Parcel Information and Tree Protection Area's Q6388-16-6 Revision A prepared by Paterson Pitts Group and dated 26/04/2018

1

• New Access Road to Waterfall Park, Lower Plateau Road Planting, prepared by Baxter Design, 19 November 2018.

and the application as submitted, with the exception of the amendments required by the following conditions of consent.

2. This consent shall not be exercised and no work or activity associated with it may be commenced or continued until the following charges have been paid in full : all charges fixed in accordance with section 36(1) of the Resource Management Act 1991 and any finalised, additional charges under section 36(3) of the Act.

General

3. All engineering works shall be carried out in accordance with the Queenstown Lakes District Council's policies and standards, being QLDC's Land Development and Subdivision Code of Practice adopted on 3rd May 2018 and subsequent amendments to that document up to the date of issue of any resource consent.

Note: The current standards are available on Council's website via the following link: http://www.qldc.govt.nz

To be completed prior to the commencement of any earthworks on-site

4. Prior to commencing earthworks within the Arrowtown - Lake Hayes Road corridor, the consent holder shall submit a traffic management plan to the Road Corridor Engineer at Council for approval. The Traffic Management Plan shall be prepared by a Site Traffic Management Supervisor. All contractors obligated to implement temporary traffic management plans shall employ a qualified STMS on site. The STMS shall implement the Traffic Management Plan. A copy of the approved plan shall be submitted to the Manager of Resource Management Engineering at Council prior to works commencing.

5. The owner of the land being developed shall provide a letter to the Manager of Resource Management Engineering at Council advising who their representative is for the design and execution of the engineering works and construction works required in association with this development and shall confirm that these representatives will be responsible for all aspects of the works covered under Sections 1. 7 & 1.8 of QLDC's Land Development and Subdivision Code of Practice, in relation to this development.

6. Prior to commencing any work on the site the consent holder shall install a construction vehicle crossing, which all construction traffic shall use to enter and exit the site. The minimum standard for this crossing shall be a minimum compacted depth of 150mm AP40 metal that extends 10m into the site.

7. The consent holder shall install measures to control and/or mitigate any dust, silt run-off and sedimentation that may occur, in accordance with the QLDC's Land Development and Subdivision Code of Practice and 'A Guide to Earthworks in the Queenstown Lakes District' brochure, prepared by the Queenstown Lakes District Council and in accordance with the draft Paterson Pitts Group "Earthworks

Management Plan, Waterfall Park, Access Road" dated 6th October 2017 and Otago Regional Counci l consents RM17.302.01 and RM17.302.02 submitted with the consent application to ensure that neighbouring sites remain unaffected from earthworks. The consent holder shall prepare the final Earthworks Management Plan detailing the measures to be implemented and shall submit that Earthworks Management Plan to the Council for certification. Particular attention shall be directed at measures to control sediment runoff, effects on Mill Creek, and compliance with Otago Regional Council standards. These measures shall be implemented prior to the commencement of any earthworks on site and shall remain in place for the duration of the project, until all exposed areas of earth are permanently stabilised.

8. Prior to commencing any works on the site, the consent holder shall obtain 'Engineering Review and Acceptance' from the Queenstown Lakes District Council for all development works and information requirements specified below. An 'Engineering Review and Acceptance' application shall be submitted to the Manager of Resource Management Engineering at Counci l and shall include copies of all specifications, calculations, design plans and Schedule 1A design certificates as is considered by Council to be both necessary and adequate, in accordance with Condition (3). to detail the following requirements:

a) The forming and sealing of the New Road In accordance with details submitted with in the RM171280 Resource Consent application and as shown on Patterson Pitts Group Drawings Q6388-15 Sheets 1, 2, 7, 8, and 14 Revision E, Sheets 11 and 12 Revision D and Sheets 3 to 6,

2

9, 10 and 13 Revision C and to Council's standards, but as amended to include the following requirements:

• The road shall have a 5.7m wide sealed Movement Lane (carriageway) in accordance with Figure 8, Table 3.2 of QLDC's Land Development and Subdivision Code or Practice, with additional sealed shoulders to bring the total sealed carriageway width to 7.2m.

• Provision shall be made for traffic calming and speed treatment to ensure that a speed environment of 50kph is maintained.

• As the road will be a private road , the consent-holder (as the road controlling authority) will install 50km/h speed limit signs in accordance with the Manual of Traffic Signs and Markings Section 2.

• Provision of a 2.0m wide concrete pedestrian footpath along the southern/western side of the road from CH 20 to CH 680.

• Provision of a 2. Om wide concrete pedestrian footpath along the eastern side of the road from CH 565 to CH 870.

• Provision shall be made for stormwater disposal from the road carriageways via grassed swales, rock lined swales or kerb and channel and attenuation ponds with piped reticulation with outflow to Mill Creek or soakage pits as shown on the Paterson Pitts Drawings Q6388-15 Sheets 1, 2, 7, 8, and 14 Revision E, Sheets 11 and 12 Revision D and Sheets 3 to 6, 9, 10 and 13 Revision C. Percolation testing shall be undertaken by a suitably qualified professional at the individual soak pit locations/infiltration galleries to adequately demonstrate that soakage is available in all areas. The method for soakage testing is to be agreed with the Manager of Resource Management Engineering at Council prior to testing. A copy of the test results shall be provided to the Manager of Resource Management Engineering at Council along with the design of the soakpits based on the percolation testing. The soakpit design shall be in general accordance with the "Acceptable Solutions and Verification Methods for New Zealand Building Code Clause: E 1 NM 1 Surface Water," except for using the appropriate AEP storm event outlined in the QLDC Land Development and Subdivision Code of Practice 2018, taking into account the critical storm duration and ensuring the soakpit will drain within 24 hours of the critical event.

• Details of erosion protection measures required for the road batter protection along elevated sections of road through the Mill Creek flood catchment area for a 1 % AEP, ie 1 in 100 year event flow.

• A secondary protection system shall consist of secondary flow paths to cater for the 1 % AEP storm event, and no increase in run-off onto land beyond the site from the predevelopment situation. Any piped reticulation shall be designed with attenuation to ensure total discharge does not exceed pre-development flows and shall include provision of the interception of settleable solids, floatable debris or other contaminants prior to discharge to receiving waters.

• Either the provision of a PS1 design Producer Statement and comment from a suitably qualified geotechnical professional attesting to the long term stability of road batters to the west of the road between Chainage 720 to 7 40 and/or the provision of a permanent retaining solution for the same area of roading cuUfill with safety barriers as necessary to meet Council standards.

b) The formation of an intersection of the new road with Arrowtown-Lake Hayes Road, in accordance with the latest Austroads intersection design guides. This design shall be subject to review and acceptance by Council with any associated costs met by the consent holder.

c) The provision of public intersection lighting for the new road with Arrowtown - Lake Hayes Road and private pedestrian lighting aUnear all road crossing locations in accordance with Council's road lighting policies and standards, including the Southern Light lighting strategy. Any road lighting installed on private roads/rights of way/access lots shall be privately maintained and all operating costs shall be the responsibility of the lots serviced by such access roads. Any lights installed on private roads/rights of way/access lots shall be isolated from the Council's lighting network circuits.

The detailed bridge design for the bridge crossing Mill Creek in full accordance with the NZTA Bridge Manual including details of any required scour protection measures required at the bridge

3

site and on approaches both upstream and downstream of the bridge to adequately protect the abutments and bridge foundations. These design details shall be accompanied by a PS1 (Producer Statement - Design) from a suitably qualified Chartered Professional Engineer. This design shall be subject to review and acceptance by Council with any associated costs met by the consent holder.

e) A barrier shall be provided for pedestrian and vehicular safety locations where land drops away to more than 1 m in height, at an angle of more than 45°, within 2m of the edge of the access or parking area. The level of protection shall be assessed and designed by a suitably qualified engineer as part of the overall access design or these barriers shall be designed in accordance with Part 2.4.5 of AS/NZS 2890.1 :2004 and a PS1 producer statement provided to the Manager of Resource Management Engineering at Council prior to installation. A PS4 producer statement or QLDC's Land Development and Subdivision Code of Practice

Schedule 1 C Completion Certificate shall be provided following construction and prior to use of the road.

f) The provision of Design Certificates for all engineering works associated with this development submitted by a suitably qualified design professional (for clarification this shall include all Roads and Stormwater infrastructure). The certificates shall be in the 'format of the QLDC's Land Development and Subdivision Code of Practice Schedule 1A Certificate.

9. At least 7 days prior to commencing excavations, the consent holder shall provide the Manager of Resource Management Engineering at Council with the name of a suitably qualified professional as defined in Section 1.7 of QLDC's Land Development and Subdivision Code of Practice who is familiar with the QLDC's Land Development and Subdivision Code of Practice; the 'A Guide to Earthworks in the Queenstown Lakes District' brochure, prepared by the Queenstown Lakes District Council; the final Earthworks Management Plan as required by Condition 7 above; and Otago Regional Council consents RM17 .302.01 and RM170.302.02, and who shall supervise the excavation procedure and retaining wall constructions, if any, and ensure compliance with the recommendations of these documents. This engineer shall continually assess the condition of the excavation and shall be responsible for ensuring that temporary retaining is installed wherever necessary to avoid any potential erosion or instability.

10. At least 7 days prior to commencing works, the consent holder shall provide the Council with an updated landscape plan for certification, confirming the design of mounding, batter slopes and vegetation planting along the road corridor. This plan shall :

a) incorporate a batter slope of 1 :8 along the southern side of the road from CH400 to CH490;

b) confirm updated details of planting in accordance with the 'New Access Road to Waterfall Park -Lower Plateau Road Planting' prepared by Baxter Design 19 November 2018, and the planting indicated in the concept masterplan provided with the application;

(c) provide a maintenance schedule, including weed and pest control.

To be monitored throughout earthworks

11. No permanent batter slope within the site shall be formed at a gradient that exceeds 2 horizontal: 1 vertical.

12. The consent holder shall implement suitable measures to prevent deposition of any debris on surrounding roads by vehicles moving to and from the site. In the event that any material is deposited on any roads, the consent holder shall take immediate action, at his/her expense, to clean the roads. The loading and stockpiling of earth and other materials shall be confined to the subject site.

13. No earthworks, temporary or permanent, are to breach the boundaries of the site except for the approved works for the new intersection with Arrowtown- Lake Hayes Road at the east of the site.

14. Any works near power lines, including extraction, processing and stockpiling activities, and the use of haul roads by construction traffic, shall be undertaken in accordance with any requirements of Aurora Energy/Delta, the Electricity Act and the New Zealand Electrical Code of Practice for Electrical Safe Distances NZECP 34:2001 .

4

District Council as grantee a right-of-way easement in gross over the corridor containing the road , footpaths and adjoining areas of land being those areas marked Easement Areas A, B and C on Paterson Pitts Group plan 'Proposed Access Road ROW Easements' Revision B dated 01/05/2018 for the purpose of public access (as if those areas of land were vested in Council as public road}.

16. Easement Area B is associated with the footpath running immediately alongside the road . Easement Area C is associated with the alternative pedestrian/cycle path shown on the plan referred to in Condition 15. Those are alternative options. The consent holder must create a public access easement over one of those options (comprising the footpath and adjoining area of land between the footpath and Mill Creek) but is not required to create both options.

17. Conditions 15 and 16 above do not imply any obligation on the Council to maintain the roadway, footpaths and adjoining lands located within the proposed public access easement. Maintenance shall remain the responsibility of the consent holder. If and when any part of the land subject to the public access easement is vested in Council as legal road or reserve, this condition will cease to have effect in respect of the land thus vested.

18. Prior to any use of the new road authorised by this consent (other than for road construction purposes} the consent holder shall fence or adopt other measures to ensure that stock is excluded from the full length of Mill Creek which runs through Part Lot 3 Deposited Plan 5737. The fencing or other measures shall not interfere with or obstruct the public access created under conditions 15 and 16. Fencing on any land used for stock shall be at least 4m from the edge of the Mill Creek water channel.

Road Speed Monitoring

19. Upon the receipt of information identifying non-compliance with the conditions of this consent and/or within ten working days of each anniversary of this decision, the Council may, in accordance with Sections 128 and 129 of the Resource Management Act 1991, serve notice on the consent holder of its intention to review the conditions of this consent for the following purposes:

a) To deal with any adverse effects on the environment that may arise from the operation of the consent in terms of road speed that were not foreseen at the time the application was considered ;

b) To undertake a speed survey to be carried out by the consent holder to determine the operating speed of the road. This will be calculated as the 85th percentile observed speed, with at least 100 measurements being carried out in each direction of travel. The results of this survey are to be provided to Council; c} In the event that the operating speed exceeds 50km/hr, then the consent holder shall design and implement measures to reduce the operating speed to 50km/hr or less.

Accidental Discovery

20. If the consent holder discovers any feature or archaeological material that predates 1900, or heritage material, or disturbs a previously unidentified archaeological or heritage site, the consent holder shall without delay:

a) stop work within the immediate vicinity of the discovery or disturbance and;

b) advise the Council, the Heritage New Zealand Pouhere Taonga and in the case of Maori features or materials, the Tangata whenua and if required, shall make an application for an Archaeological Authority pursuant to the New Zealand Pouhere Taonga Act 2014 and;

c) arrange for a suitably qualified archaeologist to undertake a survey of the site.

Site work may only recommence following consultation with Council

Maintenance of existing vegetation

21. This condition applies to the trees and all other vegetation over 2m in height ("Trees"} located within the Tree Protection Areas A, B and C ("TPA"} shown on approved Plan Q6388-16-6 Revision A dated 26/04/2018 entitled 'Waterfall Park Access Road - Adjacent Parcel Information and Tree Protection Area':

a) The Trees must be maintained, and cannot be removed or trimmed, except as authorised under (b} , (c} or (d} below.

b) The consent holder may remove some or all Trees provided that:

(i) the consent holder has first planted replacement Trees which will achieve the same or similar

5

visual screening effect when viewed from the three properties south of and adjoining the TPA; and

(ii) the replacement Trees are evergreen; and

(iii) the replacement Trees have reached a height of 4m above ground level measured at that point on the northern boundary of the TPA which is directly north of the replacementTrees.

c) Trees may be removed or trimmed if the consent holder first obtains the written consent to such removal or trimming from the relevant adjoining landowner to the south . For the purpose of this subclause the 'relevant adjoining landowner' is:

(i) in respect of TPA-A, the owner of Lot 1 DP336908;

(ii) in respect of TPA-B, the owner of Lot 3 DP336908;

(iii) in respect of the TPA-C, the owner of Lot 4 DP336908.

d) This condition does not apply to, or restrict the trimming of:

(i) branches of Trees within the TPA which extend beyond the boundaries of the TPA;

(ii) Trees which, in the opinion of an experienced arborist, need to be removed or trimmed for safety reasons.

Road Side Planting

22 . The planting required by condition 10 shall be carried out within the planting season following construction of that section of road. The planting shall be monitored and maintained thereafter for a period of five years and shall remain in perpetuity. If any plant dies or becomes diseased it shall be replaced as soon as practicable. Maintenance during the five year period shall include irrigation, provided that this requirement is subject to Council approval to use Council supplied water for this purpose.

Riparian Planting

23 . The consent holder shall implement the riparian planting along the margins of Mill Creek in accordance with the following:

a) The planting shall be in the locations and density as set out on the plan "New Access Road to Waterfall Park Planting and Lighting Plan" prepared by Baxter Design Group dated 19 November 2018.

b) The planting shall have a minimum width of2m and an average width of 3m, including theupper and lower bank zones.

c) A grass strip of minimum width 1m shall be provided between the riparian planting and stock fencing installed under Condition 18.

d) The planting shall be carried out within the planting season following construction of the road and bridge.

e) The planting shall be monitored and maintained thereafter for a period of five years and shall remain in perpetuity. If any plant dies or becomes diseased it shall be replaced as soon as practicable. The maintenance shall include weed and pest control.

Construction Noise

24. All construction, demolition and earthworks activities on the subject site shall comply with the New Zealand Standard 6803:1999 for Acoustics - Construction Noise at all times. The use of noise generating tools , motorised equipment, and vehicles that are associated with construction and earthworks activity on the subject site shall be restricted to between the following hours:

Monday to Saturday: 7:30am to 6.00pm Sundays or Public Holidays: no works .

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Advice Notes

1. Registered professionals shall prepare all necessary documentation to enable the certification to be lodged with Land Information New Zealand.

2. The consent holder is advised that if the road is vested in future all stormwater systems and ponds associated with the road would also need to be vested.

7

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• 'Ground litvor IIG dofinod by tho OLDC District Pion - Service conocK:tlom to utility GOfVlcci

2 This pl:ln lndud~ inform:,tlon tram :iltl! surveya undortalwn by Patenwn Pitt1 Gloup (Sop 2017) ond CFM (201612017)

3, Coon:fin:l.tcs ::ind beoringsarc In termc: of Gccdclic Datum 2000, Mourl: Nichol:J.90rcurtgrldprojcctlan

4. levcls 011! in term;. of MSI. {Dunedin Vortic.:11 Datum 1958) S. Oe-slgn eortour!i shown - O.Sm contou, intcrv.>t 6. Refer to lhe reffl"' CFRs and tltlc pl11m for rcglRerod

ea:sement:s, covenant~ and lnler01Jb

Om 10m 20m 30m ·- .. I I SCALE BAR

PATERSONPITTSGROUP S<1rveying • Planning • Engineering

Your Land Proless1onals www .ppgrouc.cc. "'IZ

0800 PPGROLJP ~ QUEENSTOWN: T ~rrace J~inc!ion i 0?2 r ronh1on P.o~:. F'O Box ::-s~s, Que~ns1own 93~9 T Q:;441 .4715-E cu-:f-$10•:m@;-poro·.:~ .~, •.:

DCOPt'ruGHT. Th~aaMn-;, i::onlct/ll1-X: ao-.JgntQffl:a,n~11,.~rtyolf'atct!"'..on P,b1.Po.ncm,ynotbctr0010Q/t'OCl111part or lulu:it:•-1~hcullnowtldr.l porm,n,o~clPol«wlPrr.i:LP, TM. d"~Wl"'II 81\a CCCOll111C11 r,11:1~ orJ) tla .c;8Cl

fortlll?UfP(:l;efor Wl'llC1e <1::iir::1nc:cid. N:. l:Jt11ltJ~lbtaeetl)lodb)P;:ett0nl'lr.c lPIQ' 4Jlit!lulllO'mclli::IO

Waterfall Park Developments Ltd Sec 69 Blk VII Shotover SD. Lots 1 & 2 DP 23038, Loi 1 DP 27503, Lots 1 & 2

DP 507367, Pt Lot 3 DP 5737 and Lot 1 DP 18109

Sin.,fdbf ""' 0-,intOtlf ,,. ...... ,,. cn.:udt>f ...,..,,, ..... 06388- 15

swale (fall to aJlvert inlets)

batter e:a, nt /

I I

/ .) ' •0 pn,vision for ducting~ //1" ' / I • se

1

rvts (to, be determine~,

,/ (.,,-, LSi,.,.• .. ~-•.._,

.,.,,,,,// / .,,,' . / ) I _,/ / .,. / .

/( ·/ '~/ / ,.• / , //

/ ; .'/

' ' ' \

EARTHWORKS QUANTITIES

CUT 1 Topsoil strip

2 Cuttosubgrade (existing Loess material)

TOTAL CUT

FILL 1 Fill to subgrade (imported material)

2 Basecourse (imported material)

3 Upper basecourse (imported material)

4 Lower basecourse (imported material)

5 Footpath granular backfill (imported material)

6 Concrete (kerb, footpath)

7 Topsoil respread

TOTAL FILL

RESULTANT Loess and Topsoil (to be stockpiled on site

for landscaping)

~RI

grass swale inc subsoil drainage (fall towards

~ rrowtown-Lake Hayes Road)

7,640 m3

10,050 m3

17,690 m3

6,580 m3

1,250 m3

1,370 m3

5,230 m3

11Sm3

240 m3

1,170 m3

15,955 m'

16,S20 m'

~ ::..~.t,-...,;;:;_~

grass swale Inc subsoil drainage (fall towards Anrowtown-Lake Hayes Road)

* NOTES

1. Tub pl.in and it$ corton!!'l ~ould no\ be~ to, any raa~n olhor thon 111 lnte,ndcd p~po'SC. This pllln and 1urveyod Information doer. not lndudf! o~mcnt or r<!prC!::C!nt.:Jtlon:i co~ming.

- ~rd r~lst,m::, gr!Xlnd eondillons 01 suiL:ablllty fo1 dcilelopment

• 'Ground lo..-et o~ dofinod by the.! CLDC Oi:trid Plan - Service connoctkms to utility scrvk:a11

2. ThlG pl4n mdude5 1nfo1ma1ion from ~It• 1urvcy11 undertaken b~ Pate~ Pctt& Group {Seip 20rn and CFM {2016'2017)

3. Coordll'llllas ond be:,ttng!I ore In terms of Gc!oclC!br: ~tum 2CXX>, Mount NlchoU!.-, Cireult grid projC!r:tlon

4. Leve-k. are in term~ of MSL (Dunedin Vcrtic:::il D.llllm 1958) 5. Ocwgn conlOi.lra ~hown. 0.Sm contour Jn~fV31 6 Refer lo the- rol~:i.nt CFRs iind title 1)1:JM for rcgl:.1ercd

C!::ia.ement:: , coven:inlG-.rnd interacts

Om ,om 20m 30m -- .. I I SCALE BAR

PATERSONPITTSGROUP Surveying · Planning · Engineering

Your t.ano Proless,or,als 9 . \'/Ww.ppgroup.co :'\Z •

0800 PPGROUP ' · ·

QUEENSTOWN: T -~r~c~ .lu:-i::-t1ori i09L ~r,;.:0~1cn Po.K cc Be" ~E"'-5 Queer.s1c-v~f'\ 9'.;-1~ r o3.:14~.a-:--s E qtF-~~t-lcr·in@~;r.ro-.i: -'.'C •.:

OCOPYRIGHl, ThCOra,,,r,;,e0111•mt,ano ~;n1~V'IIJP'q;Jlll1}Q1Polm:on P~lPtlld~l'I01 bllrco-oc:klc:odr, p.111

Ol'llilor~lldw;:loul ll'IOWl'll!ll'!l ?(l'i=:.IOnd?la!Cll'tOtlP¢~LJ'. Thi; OUWl!!i and I.I: ec~ ::."1110 01\lf DI~ lc,r U,11 puri.,c,:;. 101 wfl.d'I 1 =- m:enood. N::i ~d)L."Jtll;llbll1~10db'JP':l:Gr=iF'llh LP lor,uun11111~GUdY"-

' Waterfall Park Developments Ltd Sec 69 Blk VII Shotover SD, Lots 1 & 2 DP 23038, Lot 1 DP 27503, Lots 1 & 2


proposed btidge , see Bax1er Design and Engco drawings for detail box cutvert to be considered as an alternative t:> proposed abutmer,t and cona-ete deck arrangement

~ batter extent

.,. ,,

. " ' ~ '- . batter extent ·,v ~

proposed services trench_/ ,,, provision for duding and

pro.posed stormwater attenuation area - subject to detail design • low impact design

- 1 :5 embanRment grade grass and vegetation cover

services (to be determined)

. ·'

weir ouUet • gradient less than 1 v in 1 h

., :;. swale----------..

swale (fall to culvert Inlets)

* NOTES:

l . Thi9 pbn :tnd ii& content2 ahc)uld rGt be ur;od for any ruson other than it:i lnkinded pu-po,e. Thi$ pl:,n and ~yud inform:ition docs not indude :i:uell:!lm~nt or rt'j)lescnurtlont con~rnlng:

• H:u:ard regh::e~. ground condlticnt. or i:.uibbU~y for dcve-lopment

• 'Ground lover OS dtif~ by ttc OLDC Ofstrid. Pbn • Service conncdloM to utllity isc:MCa'II

2.. Thl:i plan indudm1 information from $Ito :.Ul'\'Cyo undort:lkan by Paterson Pitts Group (Sep 2017} ond CFM (201G'2017)

3. Cocrdll"QlC:. ond bOl)tjngs arc In term:. of Gcodt!tic D:itwn 21XIO, Mount Nichclas Cira.i~ and projection

4. Level: 3te in1erm::i of MSL (Oun~n Vertical O:itum 1958) 5. Oeclgn Ct>rtours chown • O.Sm contour inteMII 6. Rofer to the rekrr.int CFRr. :1nd tllle ~~~ !or ~glatcrcd

e::111emeru:. coven:1nls o1nd lnlc~sts

Om 10m 20m 30m .. -.. I I SCALE BAR

PATERSONPITTSGROUP Surveying · Planning • Eng,neer,ng

"olH L::nc Pro1!!ss1onals www ppgroup co :"IZ

0800 PPGROL'P g · CCOPVRGH. nu:: dra"""9, COM11r.l. ,~o dl:Y.>,ln•umofn:ltlloip,~olf'a:or'XIII P4::alP ~i,c! mijy IIOl blf !IIIP'C~ n~li or 1Yl0flltand...,1l'lloul!r.W11t1on parmt=DllolP~nr.:on Prt,,LP. Ttu~ lhw..,11 and ll: wnl•nl :h.1101'11y bou;;,od lcr 1t,op~!!ll',11"u~h •r.1rtt•ndlc!. ND tab•lrll'11~Gba~od t)J Patw:onPdi: lP!Qfll:IUIIIU!IIOrCM!u:.e,

Waterfall Park Developments Ltd Sec 69 Blk VII Shotover SD, Lots 1 & 2 DP 23038. Lot 1 DP 27503, Lots 1 & 2


NOTES: This plan ond lt'!I cont~ ahould mt be va.cd lf>r Dny 111a10n other th.in its intended purpo-..e. Thia pbn :i.'Jd wrvoyed infom,:11:lon don no! Include, a~mant or rctprei:entatio~ concer!'\ing·

- H.lz.lrd regl:tcrc., ground c:ond.1iomi or w'ibbi!iiy for development

• 'Ground lover a!.I defined by tho QLDC Di,tricl Plan • Sef'llicti cooncctbn:i to u:ttlity GO'NI~

Thi5 plan lndud~ informlrtlon from 11lto :.urveyi:. undanoken by P:iitoraon Pitta Group (Sep 2017) and CFM (2016'2017} Coordinate~ c~ be:1rlng!l nrc In teimo of Geoclotrc D:rtum 2CXXI. Mount Nkhoi:li:. Circuit g1id projection Lovele. •~ In terme. or MSL {Dunedin Vertl~I D:itum 1958) ~gn contoorc 11hown - O.Srn a:ntour Into Ml Refer to lhe re~nt CFRa ond title plane. for reglctcrMI a:i~errts. covcm1nts a.nd inlere,t,

10m 20m 30m -. I I SCALE BAR

PATERSONPl1TSGROUP Sc,rve ying • Plann ing · Engineering

Your Lano Profc-ss1ona1s ~ \ WWW ppgroup cc f'\!

0800 PPGRCUP

Cl COPYRIGHT. Thi';! i,runr,g, ror:on:, and doe:t;fll'llfflll'lllhlp-optlt)'olP$11r.On Pth:: LP 100 iuy rd bCI tl!p'Olll.ad n po~ 01hllor:ibrt<1..:110u11r.-m.n por"'.::=cno!~1G011PCl:$l.P. lh11: cnwli',;il/ldtl(:c;!llffll;."IIJ{:fllfbClu;oa lollhalllllPO'.crkllwhlCh&i=idllendod.No liaW."J~ltMac:c,ptc,dbrP:itan:onPffl9 lPl.llcuna~~hOl~tl'ltf.

Waterfall Park Developments Ltd Sec 69 Blk VII Shotover SD, Lots 1 & 2 DP 23038, Lot 1 DP 27503, Lots 1 & 2

DP 507367, Pt Lot 3 DP 5737 and Lot 1 OP 18109

QLDC District Plan /-.. Waterfall Park)Reso[i-2om:r_/

I

,/"

/

Th~ plan ond 1t1 00nt1mt!I ahould 1'101 be u;.e-d for ;my r&ai;on othorlh:init&lntcncl«lpurpo~. Thl:ipl;m;:,nd~urvcyed lnform:rtlon doos not lnc::luclo .r...scumcnf 01 rcpr11scntrtlon::i concerning:

• H;izard registers, ground c::n,ditions o~ ~~bilrty f.:)r development

• 'Ground !oV'Or oa. doflnod by ll'ICI OLDC Oi$.rict Pbn • Sorvico connoctions to uSJ"rt:, ~rvices

2. Thb. pla.n lnc!udt'~ lnfofmotion !ram l!Jtc ~r1: W'lllortakon by P:r.te~ Pitta Group (Sep 2017) ond CFM (2016'2017)

3. CoordlnalcG ond 11-caring:e 11re In term:: cf Goodotic D.Jtum 2000. Mount Nlchol.i1 Circuit grid pro/M:Clon L~ ore In ttirm:. of MSl (Or.n-dln Vcrtiai,I O;,tum 1958} ~gn conlours ;hown. O.Sm co:1.our lntcrvlll Refer to the re~nt CFRs :,r.:I title plilrn:. for regis:~cd c~c.emcnt11. c:oWl'llinlc ond lnlcrcch:

10m 20m 30m -· I I SCALE BAR

PATERSONPITTSGROUP Surveying • Planning · Eng,neer,ng

Yc;u~ Land Profe:..s1011a1i wwv.· _ppgroupco riz

QUEENSTOWN: Terrace ,h1n~1cri 109/. ;:- ,~d1IO'."! Ro,o;d PD 3cx 2645

u!>ens1own 93• f' . T 03 44147 1e-

0500 PPGROUP

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~CCP'fRJGIT Tl!J2clrlt'l'l".ll'J,COJl'l1t11$.L,d ~nflll!'IQll'l:ll!ltPfO!)ll'!,ct~ PmlPcndm11or l'IOl00rq:,ro<fueoCr,cof1 Dtlul01CIII01CldW1l'llo~llllti¥1'1Ren ,..-r.m:,a::n,JfP:itr..onPtbl.P. Th,:; lhM.•g ~r,d t:.0c111!an! ~(Z'lly ~ I..":.«! ltrlhopu-p,:y.11ti:,-..tic11",m,n00d.No lulb,llr,;.,~llbo11ocevplodlrJP'ihn:cnPIII':: LP1m~ur,G\lll'D'a.du,o.


DP 507367, Pl Lot 3 OP 5737 and Lot 1 OP 18109

~

i

i 0 ~ "Tl ' + ro m 0 << :r t1) t1) 0

:T n s · 0 ~ & [ )> ::,. ::,. ~-Q) ;;;· ~ -i [[ s· t1)

C1

f ::, :T C. C. Q) 5· C

Q)

~ CD :s: C

<O C. CD CD - (0 r Gl < -0 go n t1) ~

• CD s· ro 5' CD co ;o ::, ., t1) ::, a j- <O 0

~ CD < [ S CD 0 ~ C i-v

., ::, iii C. <D s· 00

CD CJ ~ 0.00 349.87 -0.00 349.87

0

ARROWTOWN-LAKE HAYES ROAD CENTERLINE

f 10.00 349.52 0.34 349.18 !'i .,.

f --- - (Jf ,_, __ -Q)

"' l5 ' 17.50 349.25 0.19 349.06 3 --- ---- '" VTP CH. 17.50 RL.349.25

20.00 349.18 0.12 349.06 - ---- ---- -- VIP CH. 21.58 RL.349.11 --- -21 .58 349.15 0.11 349.04 - ;;- = SAG CH. 24.56 RL.349.13 24.56 349.13 0.10 349.03 VTP CH. 25.66 RL.349.13

25.66 349,13 0.09 349,04 _... :., - -- ---.....,/ ,

30.00 349.16 0,08 349.07 , , _.,, 40.00 349,21 0.18 349,03 -

50,00 349.26 0.27 348.99 ---- -58,28 349.31 0,29 349.02 ---60.00 349.32 0.29 349.03 --------~--------==

:0

0 70.00 349,38 0,21 349.16 !" -

0 3

78.41 349.42 0,21 349.22 V 80.00 349,43 0.21 349.22 - -90,00 349.49 0.21 349.28 ·-

100.00 349.54 0.15 349.39 ---- ---

110,00 349.60 0.18 349.42 ---

120.00 349.65 0.19 349.46 --- ---

130.00 349.70 0.28 349.43

"' -140.00 349.76 0.26 349.50 ~ -~-"' -~ :s

150.00 349.82 0.21 349.60

160.00 349.87 0.17 349,70 -170.00 349.93 0.15 349.77

180.00 349,98 0,15 349.83

190.00 350.04 0.16 349.87

200.00 350.09 0.14 349.95

210.00 350,14 0.14 350,01

220,00 350.20 0.16 350.04

230.00 350,26 0,19 350,06 -

240.00 350.31 0.28 350,03

247.43 350.35 0.34 350.01 VTP CH. 247.43 RL.350.35 250,00 350.36 0.36 350.00 CREST CH. 250.18 RL.350.36

.✓

250.18 350.36 0.36 350.00 _...-· 260.00 350.26 0.32 349,95 ---- -

f j l

(1 ::r ., 3· ., (0 (1)

250.00

260.00 261 .86

270.00

280.00

290,00

290.85

300.00

310.00

320.00

330.00

340.00

350,00

360.00

370.00

378.12 380.00

390.00

400.00

410.00

420.00

430.00

435.69

440.00

450,00

460.00

468.28 470.00

480,00

490,00

497.30 500,00

510.00

~ ,, 3 ·

0 .;· CD :, ::r cf CD a. ~ 3 ' ro (1) < ~

350.37

350.42 350.42

350.36

350.09

349,63 349.58

348.97

348.17

347.37

346.57

345.77

345.11

344.65

344.38

344.32 344.32

344,36

344.40

344.44

344.50

344.58

344.62

344.66

344.77

344.86

344.99 345,01

345.16

345.24

345.21 345.16

344.93

' + ro m 0 (1

~ < >< ~ s. ~ ~

a. a. n> 5' C ;;; (1) CD - (0

-0 ,?. ~ 5' (0 ;lJ

::r :, a j-[ C ;,., :, 3 ' a. <D

N (1) 0

0.38 349.99 0

0.48 349,94

0.50 349.93

0.46 349.90

0.18 349.92

·0.11 349.74 ·0.15 349.73

·0.62 349.59

-1 .25 349.42

-1.85 349.22

-2.53 349.10

·0, 16 345.93

1.21 343.90

0.93 343.72

0.83 343.55

0.80 343.52 0.81 343,51

0.75 343.61

0,93 343.47

0.98 343.46

0.96 343.54

0,99 343.58

0.88 343.74

0.86 343.80

0.88 343.89

0.98 343.90

1.38 343.61 1.41 343.60

1.40 343,76

2.68 342.56

1.21 343.99 1.08 344.08

1.03 343,90

<< J:: (t) (t) Q ;:i. ;:i. er c=r ;..· ~~ (')

C: r Gl < (1) ~ :, ., CD

"' C. 0 :f Cl) ., Ii, ---, - ~~

a, ~ JJ ~ 0) ......

- N - c.n--0 3

I

- VTP CH. 259.11 RL.350.42 CREST CH. 261.86 Rl.350.42

l - '- VIP CH. 280.45 RL.350.53

----

-., ~ a, ' -~ ·~

" 3 g) a.

£ Ji-§ a. - - --

-

-

--

fS ~ ,;'Jp ~

3 0 0

~

I - ~ -

0 3

'O !1--~-=;,-,. "' g'~ -·"' - I

I

~. --~- -:! ~ -3 ~~ • !:> /.,

~ ... u, "'

~i 3 ...

VTP CH. 301.73 RL.348.83

VTP CH. 338,24 RL.345.91

VI P CH. 359.15 RL.344.24

SA VT

VT

G CH. 378.12 RL.344.32 P CH. 380.12 RL.344.32

P CH. 402.44 RL.344.41

VI P CH. 442. 77 RL.344.57

VTP CH. 483.10 RL.345.21 P CH. 485.22 RL.345.24

VTP CH. 487.34 RL.345.24 VI

VI

VI

VTP CH. 492.34 RL.345.24

P CH. 497.63 RL.345.24

VTP CH. 502.92 Rl.345.08

P CH. 508.20 RL.344.92

f f

() ::,-., 5 · .,

<O (1)

500.00

510.00

520.00

530,00

535.48

540.00 541.28

550.00

560.00

570,00 572.93

580.00

588,55 590.00

600.00

610,00 613,62

620.00

630.00

640.00

650.00

660.00

670,00

680.00

690.00

700.00

710,00 710.56

720.00

730.00

740.00 743,65

750.00

755,24

760.00

~ ,,

0 5· iii' (1)

i ::,-(1) C.

5· ~ (1) < ~

345.16

344.93

344.87

344.82

344.81

344.82 344.82

344.91

345.11

345.37 345.45

345,64

345.87 345,91

346.17

346.35 346.38

346.44

346.52

346.59

346.67

346.75

346.83

346,91

346.99

347.07

347.15 347,16

347.23

347,31

347.39 347.42

347.47

347,51

347.55

' + (1) m ()

~ < ~-s. m. ~ C. C. ti) 5 · (1) (1) -"' -0 ~ ~ s: <O

:, a q C ~ :, 5 · a. (1)

1.08 344.08

1.03 343,90

0,79 344.08

0.47 344.35

-0.02 344.83

-0.31 345. 13 -0.39 345.22

-1.02 345.93

-1.03 346.14

0.05 345.32 0.03 345.42

-0.14 345.78

-0.00 345,87

0.01 345.90

-0.05 346.21

-0.06 346.40 -0.02 346.41

-0.13 346.56

0.59 345,93

0,70 345.89

0.39 346.29

0.32 346.43

0.61 346.23

0.53 346.38

0,62 346.37

0.57 346.50

0.57 346.58 0,59 348.56

0,58 346.65

0.73 348.56

0.83 346.56 0.87 346.55

0,88 346,59

0.83 346.69

0.73 346.82

0 << ro I!)

~ ~J C ~ r Gl

~ O> ;u ID a. r ::r (1) ;.,

<!) w 0 0

1:-3 ~.54 10. 7m

~~ ~'° ~ ~

I

"'~ ~ w

t~

- -PN ,o "' in

I

~. (") C:

< ro 0

"' Iii

I ;u

3 I

l

~ "' i

~

"' ~

~l ~

,-

--

~

---

VTP CH. 502.92 RL.345.08

VIP CH, 508.20 RL.344,92

VTP CH, 513.49 RL.344.90

VTP CH. 530.79 RL.344.82

SAG CH. 535.48 RL.344.81

VIP CH. 546.54 RL.344.75

VTP CH. 562.29 RL.345 .1 7

VTP CH. 595.76 RL.346.07

VIP CH, 605.19 RL,346.32

VTP CH. 614.61 RL.346.39

VTP CH. 760.00 RL.347.55

Horiz Curve Data

Vertical Grade Vertical Length

DATUM R.L.296.00 Existing ground

level at centreline

+ Fill depth

- Cut de pth

Finished level

at centreline

Chainage

a> (') I"') 0 co a:) r-- r-,.. ci ci ci ci

..,. N

i 0 0

~

I I

"' "' "' "' 0 ci

'"'

NOTES. , . Thi, pl11n and i!:i contoml IV!Ould ra::11 ba unod for any tal!Wn

other lh:l.n Its Intended purpo--..c. Thia pkln ond ~yed Information d~ not indude H!lo"-t'ncnt or repre-sMt~hom. C'O!'aming;

.. 'Ground lever H denned by 11'10 OLDC Oli.trict Pbn 2. Thiz pion Includes lnfotm:i.tlon from r:Jlc-:uiveyt; undort;iken by

P:!itt'~n Pltlt: Group (Sep 2017) :;ind CFM (201&2017) J , Li!'vc!:1 Ott- In lt'rmc; of MSL (01.rledln Veltii:3I D:lturn 1958)

PATERSONPITTSGROUP Surveying · Planning · Engineenng

"cur Lore Proi~ssron.:.I~ ""-"'W .ppg:oup co r-.:. -f;,

QUEENSTOWN: T>;rrace .. :1.1nct1on 1mO rran,,.lon Ro.:Jd

Qi.:een.;~ow:"t 9:' ..::~ T :J:: .:..~i 4715

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E 01,,1 ... .:.f"~::•\,r,i~ p~r~wr,--::. n.:

1r.1 ... n; 1nc•:camt111i;r~n°"tr bci u:.ad b' lho !)ll'PfX:O !::r •111'11:h d ,:. inl~no.d No l::lbili1'JWltiollCee',llodbJF'lllOfr;onf'db lPlc:irrt;1111,1ul:0'90!:l.rw.


DP 507367. Pt Lot 3 DP 5737 and Lot 1 DP 18109

Sin-rec~ PPC

~~ti, s,p ..... "' Chld..Clly s.m lll'l)'llt.:Jlly .... 06388-15

1rn1a

I I 1 __ 1

accpo2d=l=1<0,,,h __l prevision for ducting .:ind ::.ervice11 ttobedctermll"IC!d)

§ flu:.hnibkcrb

-1 !n14 --3.0"I.

CH60.0 Scale 1:100

2211e

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Pavement

-3.0%,

30mm asphalt surface on grade 3 chip seal 150mm TNZ Mt4 AP40 b;;,secou~c 150mm AP6S subbase 0mm - 550mm subgrade Improvement layer

CH320.0 Scale 1:200

Pavement 30mm asphalt surface on grade 3 chip 5,eal 150mm TNZ. M/4 AP40 baseccurse 150mmAP65 subbate 0mm - 550mm subgr.ildc improvement la ~er

1000

tn'lO

5854 v;,rb~lewld1h~~

L,ub«iildraln

NOTES: 1, Thl11i p!:in and i!t. contem-:. ohould not be u;ed lvr ,my 10.i:.cn

cthor l h;,n Ito Intended purpo-'~ . Thi~ ptan cine;! suvoyltd lnformt:1tion doos net [ncludc 11.=uml'nl or rep~lo~ ~ rnlng.

- 'Gr<iund lov-or 11,i: d~tned by tha OLOC Dililrn:t Pl.In 2. Thi:. plan lr,cfudO!. ~ormation from lll!e ~p unc!ertak;f!n by

P.1IN'GOn Pittll- Group \&p ;zo:17) :ind CFM (2016'2017) J . Leve~ :ue in lcrme cl MSL tDunodin Vortl~I Datum 1958)

PATERSONPITTSGROUP Surveying • Planning • Engineering

"I' ou r L:;nd Prorc-s~1onals www ,ppgraup.cc '\:.

0800 PPCROLJP

__:.,><

1i»J; QUEENSTOWN: T :-rrace .i:.1nct1cn lC-92 F'",'in~IOI'! Ro:;id F:: Be 0,-,.,3

11~!'n:-town g;4c T o::~ -, (1 ~1::, E :ur,'"S\01•i1:e.•:p9rt:iJ~ "t. I"..:

O,onl'L=~n

QCOl"YRIGHT. Th:::a t,:i...,~~.=r>t!!mnt:.nd Oltl.D(lll'lllJ•n,l'l, po COOoJolPld,:r-.(111 PffCLP~rldmay nolbe fDOI00JC9dl!'lpai1 ct!11ltt~Cl'ed""llnD\llL"WWTe~n l""lll,:,:,onolF>.i,1111:or,P11t:1tPT11t,:: 1711'~ aJld Uo».'11"11 th;lJI only bn ~-..II<!

10-tll1~(0111'hclil~u,!1:lded,N~

fgbit,-~~Ubo1>CC11ptodli1F:a~oo, Pll\~ LP lor I~ u~~l111'o'~ ~-


DP 507367, Pl Lot 3 DP 5737 and Lot 1 DP 181 09

5500

CH335.0 Scale 1:200

20395 vorbble

7200

---- -- 10::0

u 1··y _J """'"""'

p:t1polil0d scrv= trench provi,ionlor duetlng and ~(lobC'd1ttarmlned)

Pavement ~ asphalt surface on grode 3 chip seal

150mm TNZ Mf4 AP-40 basecourst= 150mmAP65 subb.:ise 0mm - 550mm subgrade improvement layer

CH350.0 Scale 1:200

31436

Pavement ~ asphalt surface on 91ade 3 chip seal

150mm TNZ MJ4 AP-40 ba secourse 1SOmmAP65 subb3Se 0mm - 550mm subgrade lmprovement layer

NOTES: t . Thb plun ond Its conicnts Wuld not °" used for any rea:10n

0thar1Mn ltslnicn,clt,dpur ~ . Thlep{11n11nd:.urveyed ln:crmat!°n doc~ no: Jndude a=mcnt or teprC!u-ntlltiOM ecnalm1ng

- 'Ground h:l'tl r a.& dcfint'd by lhl: CLDC Dlmrid Pl.an 2- Thi:;. plan indlJdc-G- lnlo~fon lrom 'llile , urvayo undermltC1'l by

Palorcon Piu G roup (Se-p 2017) a nd CFM (2016/2017) 3. Le~l-l lltC In l trmi. of MSL (Dunedin Vertical Datum 1958)

PATERSONPITTSGROUP Surveying • Planning · Engineering

Your Lane Profess1omils www_pVi1roup.co. 1:: ~

QUEENSTOWN: T t:rrace .!~1:,c:tior: 109:2 F"r~nl·dOl"l Rc;.z,ic PO Bo--: 2645 QL1 een~town 9:;4cT 03441 ll;i:"

OSO0 PPGRCUP

E qu.,fr:=..ior,n@.::p;ro~~ ":-J ~.:

Cl COP!'FJQH. ma or~w,ng, conicn~ all!! OIOiiinr...-uiru:m• ~ Ql P!llvrr.QII Ptl'- LPand ru 7rcibo1~ ffl pr. or M e,UIXlr'..ilor.1! 11'4- '""I~ J)Wm..-:..01\ o! Piilr.!!ll. P,I!.: LP, ~ tr.wir,;lallG U cenlat\l ~l\§Jl «lt)- t,ir ...-,ec IClf Iha pucW_. il)f wtldi I 11 111tr lldl!d Ne, 6ncltJr.lQUb.~htdbrP:l.'=71 Pf!:G LPtor ie, una.;: to llitd u,o


DP 507367. Pt Lol 3 DP 5737 and Lot 1 DP 18109

SonoyDdbj' PPC

o.,J9r.:l t:, ,.. -- "' - "• ,.,. -"• ..... Q6388 - 15

PlnO.ilc

-1 1n&O

,000

CH465.0 Scale 1:1 00

,coo concrete fOOtp.ilh berm

-2.""' 1 in SO

"'-llioblo

7200

l .3,0,.

~ -: - - -,,-;;;;:;:;;.:::-El - --=---=---::---=-Pavement

ptcpowd ~~ lrcnch ~ asi:halt t.LJrface on gr.ade 3 chip seal prcvielon fer ductl"9 .ind 150mm TNZ M/4 AP40 basecourse K"rvlei!i:. (le be determined) 150mm AP55 ~ubba&o

3340 v:u fnbl l.'battl.'r wid'lh

-----3,0%

Pavement

17288 ' vanable

7200

Omm- 550mm sub9rado irnprovemef'II lay&r

CH723.5 Scale 1:1 00

,ooo ,000

bvrm ti:1rcnrtc faolp:ith

.J.0% 2.oo/". -z.o,;,

~--------- ~ --- - -- I I

~ asphalt surface on grade 3 chip seal

Pin Oak

ltcrtt::incl c,anncl - \_'

150mm TNZ Jv114 AP40 basecourse propo-u:d Xl'll!ees trench

3879

150mm AP65 subbase provision for ducting and

Omm - 550mm subgradc improvement layer :.crvl~& (to be d~l!'rmlMd)

NOTES: 1. Thb plan 11nd I~ t'Onh:mt=. !lhould not bo U!WtO for ony re:ison

other thml it~ lntand~ P~""· Thi~ pbn ond $UM1yed lnhmm1lion doe, not indud0 anc-umonl or rt!'prl!'~tion:; conecrnin;:

• 'Ground te-vor 1n1 definud by tha Cl.DC Di:.tnct Pl:an 2.. Thi$ plan include, ioform.atiori from silo survey5 unde1t11kcn Dr

Pat11r..or1 Piltt. Group (SQp 2017) :i.ncl CFM (2016/2017) 3 Lcvou ;:irc,, Jn tcrmc; of MSL (Dimedin Ve~ical D::itum 1958)

PATERSONPITI"SGROUP Swvey1ng • Plann ing · Engineering

'-'our !..ar1d ?rorc-sstonJI~ WWW ppgrcui; co "'I:

tJSOO POCR:')UP -~ '

QUEENSTOWN: -,;:-,r;1c~ .,lul"l;-:t,-:ir,

1 c19;., F r;~i:~ 10n Rene PO Jc;..- ~C~ Que,';:'nSl:;>WI"\ £-::4~ T o;; .41 ar~f E ~Wrl•~!-lo:m@:j.1~ro.;r-; •.:

C COPY i.lGHi Th1:11!nrM/lg. ~ant. an:: Cll:e:l/;nr11t11~n~11>t s:,op,,r,yc1Pa!ll!";IOII Ptb LP Andm: r nc1 bo lt':fodlad DI ca:t 01Mo :i/:er l!QWMOU11ha.,,,11:011 parrtlZ1".ionol Pa111':0n P~i: LP. Thr. DTffllY,I a!ld U;Cl)lllcnl C.11~ o,,?, bit Lt'~

tor Ille puri:,o,-,. tcr ,,ruch cc ,,.t,llded. Ne hbll.ty ,;ll.:JII b9 a..cr,pl~a bJ P;ilor.::!<, P1~

LPrar in 11na~tcrlllOdt1•


DP 507367, pt Loi 3 DP 5737 and Lot 1 DP 18109

r.J bOA1:er design

D ~ SO 1~

r.f.f"..J-_I SCAl.f .,12SOOAT-'1

REFERENCE : 2739-SK35 · SCALE .:c- l :5000 AT A3 - 16 NOV 2018

MENTA REBUTTA L EDIVENCE F P. J. BAXTER 19 NOV 2018

r.J bO)(ter Q ,s 30 ,~ --r r-- , _ w - --'SCAJ..f,.1 •1500,,t,T,.,,

design REFERENCE: 2739• SK36 - SCALE :a- 1:3000 AT A3 - 16 NOV 2018

MENT B REBUTTAL EDIVENCE P. J. BAXTER 19 NOV 2018

NEW ACCESS ROAD TO wl _J

CONCEPT

r r

r.JbO>(ter design REFERENCE:2739·SK37 SCALE• l:3000ATA3 16 NOV 2016

Mountain Beech x 28 /foscosporo cliffortioides/

Freemons Maple x 16 (Acer treemonii)

ond/or Norway Maple /Acer plo;onoides)

Western Red Cedar .;-is {Thuja pficato/

English Ash x 1 4 (Fraxinus excefsior)

ond/or American Ash (Fraxinus americanaJ

NEW ACCESS ROAD TO PLANTING AND

Flog lighl at lnlersoction

Bollards w itn downtightlng in accordance w ith lhe Sou1hern Ligh t Lighting Slrotegy

r-EXISTING VIEW FROM ARROWTOWN-LAKE HA YES ROAD LOOKING SOUTH

PROPOSED VIEW FROM ARROWTOWN-LAKE HA YES ROAD LOOKING SOUTH

r.JbOA.1:er design

Proposed Rood ftefe, JoAI octl/l'enl &

oc detoil;j

Proposed Pin Oaks (relet" o A locnmenl e

fa, deloils)

ATTAC

r-EXISTING VIEW FROM SOUTHERN FENCE LOOKING NORTH

PROPOSED V IEW FROM SOUTHERN FENCE LOOKING NORTH

r...1 baA1:er desigr1

Proposed Pin- Ooks Jrefel ,a AJroct mor:J B

101 <le! J

EASEMENT AREA @------.6""1!!' (alternative to easement area C - subject to hotel consent)

road formation area {cross-hatch) within 20m of Mill Creek; 91211r

road formation area {cross--hatch) --~ "<"' within 20m of Mill Creek: ~ 86rnZ

line of 20m offset ~ from Mill Creek (

I /

/

LOT 1 DP 23038 6.4767ha

Watertall Park Developments Limited CFR789176

/

I

/ . .V--~;emo~~1f~r~:~et

________ ! ....;;,:___,.:__ _ _ EASEMENT AREA @

(alternative to easement area 8 - subject to hotel consent)

alternative pedestriantcyde path

road formation area {cross-hatch) within 20m of Mill Creek: 162rrf

proposed access road

I ,y

/ ~ line of 20m offset I from Mill Creek

I

Mill Craek

PT LOT3 DP 5737

45.0964ha

Proposed (Right of Way) fasemems in i;,-o•s (RMA Sec 2-43")

?urpow Show, s.n.ent ~-Te~nt

... R,;~dway ?TLOT-3 Q LD C

CP'Si37

C

Note: Easements 8 ar,d C cover altemetive pede$trianlcyde paths- the ~ria l route selection lS subject to 1to1er ,esource con.sent

Waterfall Park Developments Limited CFR666857

I proposed intersection

* - - - batter cxt1m~

- cu!l1ortr.lmudttlnklater.ils

~~::t::--3 ;irl:lilli of read form~lon within 2Cffl of Mill C1ttil

NOTES: 1 Tho pion ond Its content& Ghouh1 no1 be uMd for 11ny rc::i:ion

otht!r th.;:m b lnttrnded purpo--..e. lhl:1 plan oncl ~urveyod lnfcrmlllicn doec not iridude .i:.~mcrt or repr~nbtion, concerning:

- Hi:,..---ord regietc!'!., grouna condrtlorn-; or ~rt.1.blllty :Cr dt-~lopment

- ·Ground level' .i:. defined by the' QlOC Ol~ct Pl.in - ~rvicc COMcction!S to utility SOfVlee,:,

2. This plan indud~ lnlorm311on from 6itl! aLll'W!'yi: undl!rukefl b}

PatmT:On Pilt!l Group (Sep 2017) ond CFM (20'\6120'17) 3. Rl!ler lo the relo~nt CFRa and title pl.ins fer rcgi&:ef'M

c.it:emt-nll, 001,'C~nt$andlntcr01Sls

Om 4Dm 80m 120m

1- - I I

PATERSONPm5GROUP Surveying • Planning • Eng,neenng

'Yo~lf L..:.rc Prorc-::;:s1ona1s ww·::.ppg:roup.co r.:::

0800 PPGRCUP ~ QUEENSTOWN: TNraa:: Jlrnction 10fl2 Froa!nf.ton Roao FO Bc-x 7C'J5 Q ~tH·r'iSIC\''l'n ?~~ T O'.: -141 .1•1~-E ow~?~.:i-m~ar•ni~u:i c--:i n.:.

C~RlGHT. Th!fOcr,oing. c,:,nllo"llt"ll ~nniman, 1:1,proportrot P~l..-:xin P~LP1no:1Mtll01t,or"'"'3JCOC11np1¥1 orfd 01 1ltC1rOC1'/111h:'l1..1!1N1,onllon poim,s:,onol~ar,o,Pr;lP, Ttll:I O-ZW.tngand~tor,1affl ~Nlaotybo~ rortti.D11rPDM~wtw:hU0r.loooi.d. No bblldyr.h:a lboi..rtopledbfPlllt10)J'IPlll:l

(l.Ptc, it, u11:1\ltll0r,:W1-~.



+it· I I I

KEY exist ing parcel bo undary (subject site)

45.0964ha -..;;::::::::::====:::::::::::::::=========:;:::::=~ ex,stmg adJac:ent parce l boundary

WaterraD Pa~kF~e;;~o:;ents Llmited '-.-------- existing fence line

Areas 'A', 'B' and 'C' are Tree Protection Areas

Lol1 CP3J4133

2.0241 153138

UtChlsnAng:14,RMS l,,awl1R1tr.e.ale

.... , 0Pii'3812

1.62'13

Mmri~~Hanff Mloha~-

~ Tree Protection Area

NOTES: 1 Th~ pl:ll'I eind ll:1 conlcnt• 11hould not be used h:-r !lny ra:1aan

01h01 than ~:i inl0rtde-d purpo~ 2. Reier lo trio ,elcv:anl CFR, ;ind cilia pbr.e. lor rc,glitc~

cac.emcn~. cove-narrtG and inl1:1~:. 3. Aerie.I pho!ogrnph not QC!CWt'lferanct"d and ~ OVl'n for eontm onlt

PATERSONPITTSGROUP Survey>ng • Plann,~g • Englneer,ng

, N,r Lnnri ;;;,q..,re-%10ri..,Js www.ppgro~? co.11z

0600 Pr"GPOUP j$,

QUEENSTOWN: Terr,:i=r: Jun•-:.t1c~ 'Of :" t:riain~!cr Road PO C-0.1. 2-S.: :S Oueer,:.town £1:s49: T 03"; ~;·15 E ~,,,ee~,-,;:!:'·:,~g ;.;,,;r--v.c::.- .

0 COPYRIGHT. Tor, IYIIWl/'9. camonl In::!

ffl1; n~11,lhlt 1t11Pllf11 alP:d11tt.1111 Plh~ LP ~dm::11rw:1nor~ ,ia,d t11p:)11 or 1~h 0f1Jor1dw't~01J11t. ..,,n,,, P"fmo:=iatPaknol! Ptl,LP, Tlu:; ~,~1nd c ~ nlonl , ha.J C11IJ bit ~ t111 1~,p~f.c, whch ~e111 l1!'1da4.Nc kil!llt~Dh3lbo~-i:ap!DC ~Pa!aroonPitt,Ja LPtcr 1t, 1,1 rQvtnoroocl1,1:io,



~ tel~ PPG

Or.::;r.Ddbr -~ ~p

Ct>Khd'I' ... -· """ Q6388-16-6

,-

Screening Trees Eac~ 80 litre, minimum, a t 2m spacing, minimum

Mountain Seech x 28 Western Red Cedar x 18 /Fuscosporo c/ilfortioides/ (Thujo pr,colo}

Freemans Maple x l 6 iAcer freemonu}

ond/or Norway Maple /Acer plotonoides}

English Ash x l 4 /Froxinus excelsior/

and/or American Ash /Fraxinus americano}

r.JbOA1er ~r :- 1-' - 7~ £&l£- i""":.l)0-'1UI--

design REF!:RfNCE2739- !'1;32 · SCALE> 1:500 AT A l l:iOOO .-..1 A.3 l o No-,. 2018 DRAFT NOl A WQRl(ING DP..AWING lOT FCR CONS'IP.UC TION

- \• - - _, . ----:,

Beadle Residence

~ Evergreen :za-,; Mo-Jr1tam BetCh I Notholagvs O,florl~

Q' Evergreen IS ,c 'Western Red Cedar , ThuJa pl1cata

~ DeoduC4.ts 1S x Frc-emans Maple I Acertreemanu and/or NMvay Map:e J Ar:er ~Olde$

@ DeC'tduovs M x Englisri ~n I Framt.Js e.xce!~r and/01 A~can AYi I Fraxinu., ~encam!I

Nanve st.rub pianllllg mix - M1ngJJlling1 / Coprosma propmquil - Ko~:ko J Hebe sallcifolla - 'Ninebeny I Ans:oteha setrara

Each PB2 a t 1.2m centres

\

-"--•---=-=--=--=-=-- ___ ___. __

MENT D REBUTTAL EDIVENCE F P J . BA XTER 19 NOV 201 8

WPDL / NEW ACCESS ROAD TO LOWER PLATEAU R

BEFORE THE ENVIRONMENT COURT I MUA I TE KOOTI ......• 'Waterfall Park Developments Ltd: Proposed Access Road CH?00.0-CH870.0, Sheet 8, Revision E, prepared by Paterson Pitts Group

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