palmer street, te awamutu

28
Edwards White Architects Limited Mezzanine The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095 www.edwardswhite.co.nz HABITAT PALMER STREET, TE AWAMUTU RC000 COVER RC101 EXISTING SITE PLAN RC102 PROPOSED SITE PLAN RC103 PROPOSED SITE PLAN - EXPANDED (A) RC104 PROPOSED SITE PLAN - EXPANDED (B) RC105 CUT & FILL PLAN RC106 PROPOSED LANDSCAPING PLAN RC301 SITE ELEVATIONS & SECTIONS RC302 SITE ELEVATIONS

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Page 1: PALMER STREET, TE AWAMUTU

Edwards White Architects LimitedMezzanine The Riverbank Lane 298 Victoria Street Hamilton NZ

(07) 839 0095www.edwardswhite.co.nz

HABITAT

PALMER STREET, TE AWAMUTU

RC000 COVER

RC101 EXISTING SITE PLAN

RC102 PROPOSED SITE PLAN

RC103 PROPOSED SITE PLAN - EXPANDED (A)

RC104 PROPOSED SITE PLAN - EXPANDED (B)

RC105 CUT & FILL PLAN

RC106 PROPOSED LANDSCAPING PLAN

RC301 SITE ELEVATIONS & SECTIONS

RC302 SITE ELEVATIONS

Page 2: PALMER STREET, TE AWAMUTU

N

P A L M E R S T R E E T

B R

A D

Y

S T

R E

E T

R O C H E S T R E E T

V A

I L E

S

T R

E E

T

306

216

287287287287

263263263263

237A237A237A237A

237237237237

211211211211

209209209209

263B263B263B263BEx council S.S lines

(to remain)

Ex c

ounc

il S.

W li

nes

-to

be

relo

cate

d. R

efer

to P

ropo

sed

Plan

s fo

r pro

pose

d po

sitio

ns

Ex council S.W lines (to remain)

Lot 1 DP 528456

Lot 2 DP 528456

Lot 4 DP 528456

Lot 2 DPS 20361

Lot 1 DPS 20361

Allot 92 VILL OF Te Awamutu

Lot 1 DP 502842

Lot 2 DP 502842

Allot 96 VILL OF Te AwamutuAllot 98 VILL OF Te Awamutu

Existing drop-off point

Extg driveway

TOTAL SITE AREA (m²) 12651

PERMEABLE SURFACE AREAPERMEABLE SURFACE AREAPERMEABLE SURFACE AREAPERMEABLE SURFACE AREA 7951 (62.8%)7951 (62.8%)7951 (62.8%)7951 (62.8%)

NON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREA 4700 (37.2%)4700 (37.2%)4700 (37.2%)4700 (37.2%)

- BUILDINGS (SITE COVERAGE) 3514 (27.7%)

- FREEMAN COURT DECKS / COURTYARDS 286

- DRIVEWAYS/PATHS 900

Extg driveway (does not include parking)

Extg footpaths

Extg Freeman Court.Extg Freeman Court.Extg Freeman Court.Extg Freeman Court.Extg building to remain

Extg building.

Demolish for Stage 2

Extg deck

Extg shed

Extg site contour lines

removetree

Extg trees. Note no trees on or adjoining the site are protected trees under Appendix N4 of the Waipa District Plan. Existing trees to remain unless noted for removal

2548

3413

3996 5459

3689

3712

4306

2414

2323

449

6292

4675

5371

1712

7277

55.0

56.0

55.0

56.0

55.056.057.058.0 54.0

54.0

53.0

53.0

52.0

52.0

52.053.0

54.0

51.0

51.0

113.63m 217o 51'50"

7.08m

352

o 56'

35.2

3m30

8o01

'40"

23.28m 217o 52'20"

40.2

3m

308o

01'4

0"

40.2

4m

307

o36

'

100.58m 217o 52'

35.2

3m

127

o45

'10"

7.06m

191.41m 217o 52'20"

1003

5

Refer to sheet: "Testing locations and fill depth", project 60343891 by Aecom, held on Waipa District Council record, for indicative (rubbish) fill depths

removetree

removetree

removetree

Existing foot path

Exis

ting

foot

pat

h

Exis

ting

foot

pat

h

Existing foot path

Existing driveway

Extg building

Extg building.

Demolish for Stage 2

Extg building.

Demolish for Stage 2

Extg building.

Dem

olish for

Stage 2

Extg building.

Dem

olish for Stage 3

Extg building.

Dem

olish for Stage 3

Extg building.Demolish for Stage 3

Extg building.Demolish for Stage 3

Extg building.Demolish for Stage 3

Extg building.Demolish for Stage 4

Extg building.Demolish for Stage 4

Extg building.Demolish for Stage 4

Extg building.Demolish for Stage 4

Archaeological Site S15-456 Dump

Extg

fenc

e al

ong

boun

dary

Extg fence along boundary

Extg

fenc

e al

ong

boun

dary

Extg fence along boundary

Partial existing vehicle crossing

Partial existing vehicle crossingExisting vehicle

crossing

Existing vehicle crossing

Existing vehicle crossing

Existing vehicle crossing

3093

1090

1075

Adjoining garage

Extg Courtyard

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

9/07/2021 2:57:08 PM

RC101

EXISTING SITE PLAN

HABITATPALMER STREET, TE AWAMUTU

RESOURCE CONSENT

495-01

SCALE 1 : 500SURVEY & EXISTING SITE PLAN

Page 3: PALMER STREET, TE AWAMUTU

RC301E4

RC302

E5

RC301 E1

RC302E6

RC302

E7

RC301

E2

RC301

E3

N

Extg Courtyard

P A L M E R S T R E E T

B R

A D

Y

S T

R E

E T

R O C H E S T R E E T

V A

I L E

S

T R

E E

T

Ex council S.W line to remain

306

216

287287287287

263263263263

237A237A237A237A

237237237237

211211211211Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication

Proposed deck

Stage 1 Stage 1 Stage 1 Stage 1 4.0m setback

4.0m setback

2.0m setback

Proposed relocation of existing SW line. Position to be confirmed with Waipa Council

209209209209263B263B263B263B

Stage 4 Stage 4 Stage 4 Stage 4 31 Apartments

3 Commercial Tenancies

Extg drop-off point

Extg driveway

Proposed car park B (20)16 x normal

2x accessiblity1x loading

1x heavy goods vehicle

Stage 2Stage 2Stage 2Stage 2

10 Units

Stage 3Stage 3Stage 3Stage 3

Proposed car park A (22) 19x standard

1x accessibility1x ambulance

1x loading

24 Units

12 Units

Extg building position (between staged development). To be demolished for Stage 3. Temporarily will breach clause 2.4.2.43(b) after 2.4 built and before this building is demolished

2.12.12.12.12.22.22.22.2 2.32.32.32.3 2.42.42.42.4

3.13.13.13.1

3.23.23.23.2

1.11.11.11.1

4.14.14.14.1

S1RC301

S2RC301

113.63m BOUNDARY

7.08m

35.2

3mBO

UN

DAR

Y

23.28m BOUNDARY

40.2

3m

BOU

ND

ARY

40.2

4m

BO

UN

DAR

Y

100.58m BOUNDARY

35.2

3m

BO

UN

DAR

Y

191.41m BOUNDARY

7.06m

Extg driveway

Extg Deck

Notes:Notes:Notes:Notes:-On-site vegetable gardens to be confirmed-On-site play spaces to be confirmed-Dimensions to face of claddings, for Resource Consent purposes only

Refer to BC200733 for proposed alterations to existing Freeman Court building

Ex council S.S lines(to remain)

Ex council S.W lines (to remain)

Ex council S.W line to remain

55.0

56.0

55.0

56.0

55.056.057.058.0 54.0

54.0

53.0

53.0

52.0

52.0

52.053.0

54.0

51.0

51.0

Proposed vehicle entrance

Proposed vehicle entrance

Fences - see sheet RC302

Existing trees where indicated to remain

Existing contours to remain as is, other than areas of cut or fill under Proposed Buildings and Courtyards. Refer to Proposed Cut and Fill Plans and large scale site plans

4800 5800 6000

See RC103RC103RC103RC103 for large scale Proposed Site Plan showing additional information (Southern end of Site)

See RC104RC104RC104RC104 for large scale Proposed Site Plan showing additional information (Northern end of Site)

Existing fences along internal boundaries to remain as is

Existing fences along internal boundaries to remain as is

Waipa District Council to confirm requirements for building near existing drainage line (and potentially partially over easement)

Waipa District Council to confirm easements and requirements for building over of easements which are to remain in place

RP 2

RP 3 RP 4 RP 5

RP 1

2.0m setback

Refer to Existing Site Plan for indicative neighbors buildings

Recession PlanesRecession PlanesRecession PlanesRecession Planes(District Plan Rule 2.4.2.10 and Appendix O6)Read in conjunction with RC301 & RC302

RP1 2.7m + 28o CompliesRP2 2.7m + 45o CompliesRP3 2.7m + 45o CompliesRP4 2.7m + 45o CompliesRP5 2.7m + 45o CompliesRP6 2.7m + 45o CompliesRP7 2.7m + 45o

RP8 2.7m + 45o

RP9 2.7m + 45o CompliesRP10 2.7m + 45o CompliesRP11 2.7m + 45o Complies

Does not complyDoes not comply

build

ing

line

brea

ches

2.4

.2.4

3(a)

building line breaches 2.4.2.43(a)

building line breaches 2.4.2.43(a)

building line breaches 2.4.2.43(a)

District Plan Rules OverviewDistrict Plan Rules OverviewDistrict Plan Rules OverviewDistrict Plan Rules Overview

Clause Comments Refer to sheet

2.4.2.1 4m ext boundary setback - complies RC102/RC103/RC104

2.4.2.3 N/A - no garaging

2.4.2.4 2m int boundary setback - complies RC102/RC103/RC104

2.4.2.9 (e) 10m building height limit - stages 1-3 comply RC301/RC302

2.4.2.10 Recession planes noted - refer to drawings RC301/RC302

2.4.2.19 Road facing facade glazing min 15% - Stage 2-4 comply RC301/RC302

2.4.2. 20 New boundary fences - to be permeable & 1.8m max height RC302

2.4.2.22 Landscape planting - to be designed to comply

2.4.2.43(a) Unbroken building line RC102/RC103/RC104

2.4.2.43(b) 3.5m min building separation - complies RC102/RC103/RC104

2.4.2.43(c) All proposed dwellings exceed 10m direct LOS from existing dwellings (adjoining sites)

2.4.2.43(d) Stages 2, 3 & 4 comply.

2.4.2.43(e) Unit floor areas / outdoor living areas See RC103/RC104

2.4.2.43(h) Outdoor livings shall:(i) Be located and/or screened so that at least 50% of the outdoor living area has complete visual privacy from the living rooms and outdoor living areas of other dwellings on the same site and shall be screened from adjoining sites.-Stages 1-3 screened from adjoining sites by existing 1.8m approx. high fences.-Stages 1-3 typically screened from one another by nib walls.-Stage 4 screening TBC

(ii) Be orientated to the north, east or west of the dwelling, but not to the south of east or west from the southernmost part ofthe dwelling.-Stage 1 complies. Stage 4 TBC. Stage 2 & 3 all Units 1,2,4 & 5 comply

2.4.2.43(I) Dwellings that are parallel to, or adjoin the road boundary shall have a front door that faces the road/

- Stage 4-does not comply

- Stage 1-does not comply (12.2% provided)

building line breaches 2.4.2.43(a)

Does not comply- breaches noted on drawings

Stages 2 & 3 have less than 10m between windows of main living areas

3942

3942 3942

6942

Stage 1 does not comply with window sills to be no greater than 1m high requirement

All stages refer to RC103 & RC104 for non-compliance

Extg shed Extg carport

CarparkingCarparkingCarparkingCarparkingExisting car parking spaces on-site = Nil spaces providedProposed car parking spaces on-site = 40 parks (including 2 minimum accessible)District Plan car parking required = 1 per unit + 0.2 spaces per unit for visitors. Does not comply, refer to Integrated Traffic Report

4235

4777

4211

1000

1000

4023

4156

6000

1800

Partial existing vehicle crossing

Existing vehicle crossing

Existing vehicle crossing

Partial existing vehicle crossing

2097

LEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTION

Site Address: Palmer, Vaile, Brady and Roche StreetsLots 1, 2 and 4 DP 528456Area: 4766m2 (Lot 1) +3854m2 (Lot 2) + 4031m2 (Lot 4)

SITE INFORMATIONSITE INFORMATIONSITE INFORMATIONSITE INFORMATION

Local Body: Waipa District CouncilZone: Residential Zone / Compact Housing Area / Archaeological Site S15 - 456 (Dump)Wind Zone: LowEarthquake Zone: Zone 1Exposure Zone: Zone BRainfall Intensity: 80 -90Climate Zone: Zone 2

SURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATION

Site Surveyed By: RAD Surveying

Note: It is the sole responsibility of the builder to ensure all yards setbacks in relation to boundaries are checked for compliance after profiles are setout and prior to construction.

1083

8

Stage 1 does not complyStage 2 units have main building entrance doors and living area sliding doors facing the streetStage 3 does not complyStage 4 N/A

Stage 2 & 3 all Units 3 & 6 do not complyStage 4 units 201, 209, 301, 309, 401,409 do not comply

Acc.Acc.

1000

28790 to vehicle crossing

2000

1880 1880

5980

4198

5190

BOUNDARY

BOU

ND

ARY

4857

5882

5918

1256

259

04

5960

1171

4

12660

14497

4758

4655

1231

9

4800 5800 4800 1800

Amb. 3600

typi

cal

2500

1100

Load.

Acc.

6000 5800 4800600

6000

2610

0

Hgv.

Load.

6004800 5800 4800600

STAGE 1

STAGE 3

STAGE 2

STAGE 4

EXISTING

Areas of Site CoverageAreas of Site CoverageAreas of Site CoverageAreas of Site Coverage

LOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAP

N

STAGE 110 x 1 bedroom units

STAGE 312 x 1 bedroom units

STAGE 224 x 1 bedroom units

STAGE 431 x 2 bedroom apartments3 x commercial tenancies

CompositionCompositionCompositionComposition

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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NO

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

9/07/2021 2:57:10 PM

RC102

PROPOSED SITE PLAN

HABITATPALMER STREET, TE AWAMUTU

RESOURCE CONSENT

495-01

SCALE 1 : 500PROPOSED SITE PLAN

TOTAL SITE AREA (m²) 12651

PERMEABLE SURFACE AREAPERMEABLE SURFACE AREAPERMEABLE SURFACE AREAPERMEABLE SURFACE AREA 4639 or 36.8% more or less4639 or 36.8% more or less4639 or 36.8% more or less4639 or 36.8% more or less

NON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREANON PERMEABLE SURFACE AREA 8012 or 63.2% more or less8012 or 63.2% more or less8012 or 63.2% more or less8012 or 63.2% more or less

- BUILDINGS (SITE COVERAGE) 4451 more or less

Freeman Court/Existing (incl. shed/carport) 1595Stage 1 502 (incl. covered decks and walkways)Stage 2 220 x 4 = 880Stage 3 220 x 2 = 440Stage 4 1034

- DECKS/PATIOS 1277 more or less

Freeman Court-Existing 240Stage 1 Paving 27Stage 2 Paving 597Stage 3 Paving 321Stage 4 Paving 92

- SHEDS 20 more or less

Covered bike/scooter parking 20

- DRIVEWAYS/PATHS 2264 more or less

Extg Freeman Driveways 211Proposed Carparks 990Public Paths 1053

Page 4: PALMER STREET, TE AWAMUTU

RC302E6

RC302

E7

RC301

E2

N

P A L M E R S T R E E T

R O C H E S T R E E T

STAGE 1 STAGE 1 STAGE 1 STAGE 1

4.0m setback

STAGE 2STAGE 2STAGE 2STAGE 2

10 Units (1bed)(Upper level shown. Refer to Preliminary Design Drawings for Ground Level. Interior Floor Plans of Units 1-3 identical to Units 8-10)

STAGE 3STAGE 3STAGE 3STAGE 3

24 Units (1bed)

12 Units (1bed)

1800

ste

p in

bui

ldin

gs

1000

ste

p in

bui

ldin

gs

1000

ste

p in

bui

ldin

gs

RP 2

RP 3

RP 1

building line breaches 2.4.2.43(a)

building line breaches 2.4.2.43(a)

build

ing

line

brea

ches

2.4

.2.4

3(a)

Fences - see sheet RC302

191.41m BOUNDARY

Carpark ACarpark ACarpark ACarpark A

Existing treesto remain

Refer to BC200733 for proposed alterations to existing Freeman Court building

Proposed vehicle entrance

2.12.12.12.1

2.22.22.22.22.32.32.32.3

2.42.42.42.4

1.11.11.11.1

S1RC301

113.63m BOUNDARY

40.2

3m

BOU

ND

ARY

40.2

4m

BO

UN

DAR

Y

Extg Courtyard

Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication

Extg Deck

Extg drop-off point

Extg driveway

Ex council S.W line to remain

Ex council S.W line to remain

3942

3942 3942

Ex council S.S lines (to remain)

Proposed relocation of existing SW line. Position to be confirmed with Waipa Council

5980

2.7m + 28o

4.0m setback

2.0m setback

Extg building position (between staged development). To be demolished for Stage 3. Temporarily will breach clause 2.4.2.43(b) after 2.4 built and before this building is demolished

55.0

56.0

55.056.057.058.0 54.0

54.0

53.0

53.0

Existing contours to remain as is, other than areas of cut or fill under Proposed Buildings and Courtyards. Refer to Proposed Cut and Fill Plans and large scale site plans

Adjoining garage

Unit 4

Unit 5

Unit 6

Unit 7

Unit 8

Unit 9

Unit 10

Unit 1 (below)

Unit 2 (below)

Unit 3 (below)

Unit 4

Unit 1 (below)

Unit 5

Unit 2 (below)

Unit 6

Unit 3 (below)

Unit 4

Unit 1 (below)

Unit 5

Unit 2 (below)

Unit 6

Unit 3 (below)

Unit 4

Unit 1 (below)

Unit 5

Unit 2 (below)

Unit 6

Unit 3 (below)

Unit 4

Unit 1 (below)

Unit 5

Unit 2 (below)

Unit 6

Unit 3 (below)

3000

5450

5100

5160

2.7m + 45o

1251

4664

4955

Dec

kD

eck

Dec

kD

eck

Dec

kD

eck

Dec

k

Gro

und

leve

l co

urty

ards

2.0m

set

back

2.0m setback

2.7m + 45o

(Ground level shown. Refer to Preliminary Design Drawings for First Level. Interior Floor Plans of First Level Units identical to Ground Level units)

Indicative communal courtyard. Area TBC

Indicative communal courtyard. Area TBC

Indicative communal courtyard. Area TBC Indicative communal

courtyard. Area TBC

Deck

Deck

Deck

Deck

Deck

Deck

Deck

DeckDeck

Deck

Deck

Deck

Dec

k

Dec

k

4000

6151

1200

5670

Indicative communal courtyard. Area TBC

Indicative communal courtyard. Area TBC

Ground level courtyards

Ground level courtyards

Ground level courtyards

6151

5670

4000

1200

3.23.23.23.2

3.13.13.13.1

4000

1200

5670

6151

Building frontage does not meet 15% glazing requirement per 2.4.2.19 of zone rules - current glazing area = 12.8%

build

ing

line

brea

ches

2.4

.2.4

3(a)

4018

Existing vehicle crossing

Existing vehicle crossing

Gro

und

leve

l co

urty

ards

Gro

und

leve

l co

urty

ards

5670

6151

2097

6877

4156

Unit 3 (below)Unit 6

Unit 3 (below)Unit 6

Accessible

6000

typi

cal

2500

600 4800 10600 600

2610

0

to vehicle crossing

5511 5800

46864664

1080

1680

4144

19171

1083

8

BOUNDARYBOUNDARY

BOU

ND

ARY

1000

3600

1100

2500

4198 51

92

4200

12660

14496

1231

9Ambulance

Loading

Accessible path

Proposed car park A (22) 19x standard

1x accessibility1x ambulance

1x loading

STAGE 1

STAGE 3

STAGE 2

STAGE 4

EXISTING

Areas of Site CoverageAreas of Site CoverageAreas of Site CoverageAreas of Site Coverage

Private Ground Level outdoor living areas

Outdoor Living AreasOutdoor Living AreasOutdoor Living AreasOutdoor Living Areas

Communal Ground Level outdoor living areas

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

9/07/2021 2:57:12 PM

RC103

PROPOSED SITE PLAN - EXPANDED (A)

HABITATPALMER STREET, TE AWAMUTU

RESOURCE CONSENT

495-01

SCALE 1 : 200PROPOSED SITE PLAN - EXPANDEDA

District Plan Rules (Additional information, to read in addition with Rules Overview on Sheet RC102)District Plan Rules (Additional information, to read in addition with Rules Overview on Sheet RC102)District Plan Rules (Additional information, to read in addition with Rules Overview on Sheet RC102)District Plan Rules (Additional information, to read in addition with Rules Overview on Sheet RC102)

Clause 2.4.2.43 (e). Note all Stage 1 to 3 units are 1 bedroom, all stage 4 units are 2 bedroom.

Unit: Dwelling Size (GFA): GL outdoor living area: GL outdoor living dim.: Min FF outdoor living area: FF outdoor living dim.:(50m2 min required) (20m2 min required) (4m min required) (10m2 min required) (2m min required)

1.1 Unit 1 54.7m2 14.8m2 3m - -1.1 Unit 2 54.5m2 14.8m2 3m - -1.1 Unit 3 57.7m2 15.7m2 3m - -1.1 Unit 4 56.2m2 - - 5.9m2 1.25m1.1 Unit 5 54.5m2 - - 5.9m2 1.25m1.1 Unit 6 54.5m2 - - 5.9m2 1.25m1.1 Unit 7 54.6m2 - - 5.9m2 1.25m1.1 Unit 8 54.7m2 - - 5.8m2 1.25m1.1 Unit 9 54.5m2 - - 5.9m2 1.25m1.1 Unit 10 57.7m2 - - 6.2m2 1.25m

(all comply)

2.1 Unit 1 58.2m2 24.0m2 4m - -2.1 Unit 2 60.4m2 24.0m2 4m - -2.1 Unit 3 59.7m2 24.0m2 4m - -2.1 Unit 4 58.2m2 - - 6.8m2 1.2m2.1 Unit 5 60.4m2 - - 6.8m2 1.2m2.1 Unit 6 59.7m2 - - 6.8m2 1.2m

(all comply) (all comply) (all comply)

Units 2.2, 2.3, 2.4, 3.1 & 3.2 Unit Areas and Outdoor Living Space areas / dimensions identical to Unit 2.1Units 2.2, 2.3, 2.4, 3.1 & 3.2 Unit Areas and Outdoor Living Space areas / dimensions identical to Unit 2.1Units 2.2, 2.3, 2.4, 3.1 & 3.2 Unit Areas and Outdoor Living Space areas / dimensions identical to Unit 2.1Units 2.2, 2.3, 2.4, 3.1 & 3.2 Unit Areas and Outdoor Living Space areas / dimensions identical to Unit 2.1

(70m2 min required) (30m2 min required) (4m min required) (12m2 min required) (2m min required)4.1 GF Unit 1 80m2 45.0m2 5.5m2 - -4.1 GF Unit 2 79m2 4.7m2 - -4.1 GF Unit 3 79m2 4.7m2 - -4.1 GF Unit 4 79m2 4.7m2 - -4.1 Lvl 1 Unit 1 87m2 - - 13.2m2 2.9m2

4.1 Lvl 1 Unit 2 80m2 - - 20.4m2 2.5m2

4.1 Lvl 1 Unit 3 79m2 - - 2.5m2

4.1 Lvl 1 Unit 4 79m2 - - 2.5m2

4.1 Lvl 1 Unit 5 79m2 - - 2.5m2

4.1 Lvl 1 Unit 6 79m2 - - 2.5m2

4.1 Lvl 1 Unit 7 89m2 - - 2.5m2

4.1 Lvl 1 Unit 8 76m2 - - 14.8m2 2.3m2

4.1 Lvl 1 Unit 9 84m2 - - 2.0m2

(all comply) (all comply) (all comply)

4.1 Lvl 2&3 Unit Areas and Outdoor Living Space areas / dimensions identical to Lvl 14.1 Lvl 2&3 Unit Areas and Outdoor Living Space areas / dimensions identical to Lvl 14.1 Lvl 2&3 Unit Areas and Outdoor Living Space areas / dimensions identical to Lvl 14.1 Lvl 2&3 Unit Areas and Outdoor Living Space areas / dimensions identical to Lvl 1

(all do not comply) (all do not comply) (all do not comply) (all do not comply)

(all do not comply) (all do not comply)

11.7m2

11.7m2

11.7m2

11.7m2

11.9m2

9.7m2

(red does not comply)

25.8m2

25.8m2

25.8m2

(red does not comply)

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Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:

Commercial Tenancy 1 86m2

Commercial Tenancy 2 111m2

Commercial Tenancy 3 179m2

Note: proposed rentable areas are indicative only

Page 5: PALMER STREET, TE AWAMUTU

RC301E4

RC302

E5

RC302E6

RC301

E3

N

P A L M E R S T R E E T

R O C H E S T R E E T

V A

I L E

S

T R

E E

T

287287287287

263263263263

237A237A237A237A

237237237237

211211211211

STAGE 1 STAGE 1 STAGE 1 STAGE 1

4.0m setback

2.0m setback

209209209209

263B263B263B263B

STAGE 4 STAGE 4 STAGE 4 STAGE 4 31 Apartments (2bed)

3 Commercial Tenancies

10 Units

STAGE 3STAGE 3STAGE 3STAGE 312 Units (1bed)

Ex building position (between staged development)

RP 2

RP 3 RP 4 RP 5

building line breaches 2.4.2.43(a)

building line breaches 2.4.2.43(a)

Fences - see sheet RC302

Existing treesto remain

Proposed vehicle entrance

3.23.23.23.2

3.13.13.13.1

1.11.11.11.1

4.14.14.14.1

S1RC301

S2RC301

40.2

4m

BO

UN

DAR

Y

100.58m BOUNDARY

35.2

3m

BO

UN

DAR

Y

191.41m BOUNDARY

7.06m

2.7m + 45o

2.7m + 45o

55.0

56.0

54.0

53.0

53.0

52.0

52.0

52.0 53.0

54.0

51.0

51.0

Partial existing vehicle crossing

Indicative communal courtyard. Area TBC

Indicative communal courtyard. Area TBC

Gro

und

leve

l co

urty

ards

Gro

und

leve

l co

urty

ards

Gro

und

leve

l co

urty

ards

Gro

und

leve

l co

urty

ards

Dec

k

Dec

k

Dec

k

Dec

k

Dec

k

Dec

k

6942

5670

12004000

6151

4172

Ex council S.W line to remain

Carpark BCarpark BCarpark BCarpark B

Ex council S.S lines (to remain)

Ex council S.W lines (to remain)

2.0m

set

back

4.0m

set

back

2.7m

+ 4

5o

2.7m

+ 4

5o

Adjoining garage

Adjoining dwelling

Adjoining dwelling

Adjoining dwelling

Adjoining dwelling

Adjoining dwelling

Adjoining dwelling

Adjoining dwelling

building line breaches 2.4.2.43(a)

Existing contours to remain as is, other than areas of cut or fill under Proposed Buildings and Courtyards. Refer to Proposed Cut and Fill Plans and large scale site plans

Gro

und

leve

l co

urty

ards

Existing vehicle crossing

Existing trees where indicated to remain

4777

Accessible2500

1100

2610

0

6000 5800 4800 600

5800 57892 to vehicle crossing

Ground level courtyards

Ground level courtyards

Ground level courtyards

Ground level courtyards

Balcony above Balcony above Balcony above Balcony above

5500 55

00

8200 4700 4700 4700

4857

5960

5904

1256

1

BOU

ND

ARY

6000

typi

cal

2500

1000

2500

1100

2000

Accessible

Heavy goods

Loading

4758

Accessible path

Proposed car park B (20)16 x normal

2x accessiblity1x loading

1x heavy goods

STAGE 1

STAGE 3

STAGE 2

STAGE 4

EXISTING

Areas of Site CoverageAreas of Site CoverageAreas of Site CoverageAreas of Site Coverage

Private Ground Level outdoor living areas

Outdoor Living AreasOutdoor Living AreasOutdoor Living AreasOutdoor Living Areas

Communal Ground Level outdoor living areas

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

9/07/2021 2:57:13 PM

RC104

PROPOSED SITE PLAN - EXPANDED (B)

HABITATPALMER STREET, TE AWAMUTU

RESOURCE CONSENT

495-01

SCALE 1 : 200PROPOSED SITE PLAN - EXPANDEDB

Unit 3 (below)

Unit 6

Unit 3 (below)

Unit 6

Unit 1 (below)

Unit 4

Unit 2 (below)

Unit 3

Unit 2 (below)

Unit 5

Unit 1 (below)

Unit 4

CO

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ON

SH

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C103

- Refer to supporting stage 4 design proposal for tenancy layouts

Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:Proposed Stage 4 ground level commercial tenancies:

Commercial Tenancy 1 86m2

Commercial Tenancy 2 111m2

Commercial Tenancy 3 179m2

Note: proposed rentable areas are indicative only

Page 6: PALMER STREET, TE AWAMUTU

2.12.12.12.1

2.22.22.22.2

2.32.32.32.3

2.42.42.42.4

3.23.23.23.2

3.13.13.13.1

1.11.11.11.1

2.1.32.1.32.1.32.1.3

2.2.32.2.32.2.32.2.3

2.3.32.3.32.3.32.3.3

2.4.32.4.32.4.32.4.3

3.2.33.2.33.2.33.2.3

2.1.12.1.12.1.12.1.1

2.1.22.1.22.1.22.1.2

2.2.12.2.12.2.12.2.1

2.2.22.2.22.2.22.2.2

2.3.12.3.12.3.12.3.1

2.3.22.3.22.3.22.3.2

2.4.22.4.22.4.22.4.22.4.12.4.12.4.12.4.1

3.2.13.2.13.2.13.2.1

3.2.23.2.23.2.23.2.2

3.1.23.1.23.1.23.1.23.1.13.1.13.1.13.1.1

3.1.33.1.33.1.33.1.3

1.1.11.1.11.1.11.1.1

1.1.21.1.21.1.21.1.21.1.31.1.31.1.31.1.3

55.670

54.960

54.500

54.160

53.055

52.760

53.400

53.045

52.750

53.390

54.150

54.490

54.950

55.670

55.500

55.000

54.500

53.50053.000

52.500

52.000

54.500

53.500

Outdoor courtyards indicated green

Building slabs indicated red

51.500

52.000

51.000

52.500

53.000

4.14.14.14.1

51.499

54.500

55.000

56.000

55.500

55.000

55.500 56.000

54.500 54.00055.00053.500

54.500

55.000

53.00055.500

56.000

57.500

57.000

56.500

54.500

52.500 52.000

52.000

54.500

55.000

51.000

52.50053.000

55.500

56.000

2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4

3.23.23.23.2

3.13.13.13.1

1.11.11.11.1

2.1.12.1.12.1.12.1.12.1.22.1.22.1.22.1.2

2.1.32.1.32.1.32.1.3

2.2.12.2.12.2.12.2.12.2.22.2.22.2.22.2.2

2.2.32.2.32.2.32.2.3

2.3.12.3.12.3.12.3.12.3.22.3.22.3.22.3.2

2.3.32.3.32.3.32.3.3

2.4.22.4.22.4.22.4.22.4.12.4.12.4.12.4.1

2.4.32.4.32.4.32.4.3

3.2.33.2.33.2.33.2.3

3.1.33.1.33.1.33.1.3 3.1.13.1.13.1.13.1.1

3.1.23.1.23.1.23.1.2

3.2.13.2.13.2.13.2.1

3.2.23.2.23.2.23.2.2

1.1.31.1.31.1.31.1.3

1.1.21.1.21.1.21.1.2

1.1.11.1.11.1.11.1.1

113.63m 217o 51'50"

7.08m

352

o 56'

35.2

3m30

8o01

'40"

23.28m 217o 52'20"40

.23m

30

8o01

'40"

40.2

4m

307

o36

'

100.58m 217o 52'

35.2

3m

127

o45

'10"

191.41m 217o 52'20"

4.14.14.14.1

Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication

51.500

7.06m

PROPOSED STAGE 1 BUILDING

PROPOSED STAGE 3 BUILDINGS

PROPOSED STAGE 2 BUILDINGS

PROPOSED PRIVATE OUTDOOR LIVING

PROPOSED STAGE 4 BUILDINGS

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

9/07/2021 2:57:14 PM

RC105

CUT & FILL PLAN

HABITATPALMER STREET, TE AWAMUTU

RESOURCE CONSENT

495-01

TOPOGRAPHY SCHEDULE

Location Mark Fill Cut Net cut/fill

Stage 1 Building 1 1.1 0.37 m³ 173.44 m³ -173.07 m³

Stage 2 Building 1 2.1 45.48 m³ 2.03 m³ 43.45 m³

Stage 2 Building 2 2.2 44.83 m³ 5.39 m³ 39.44 m³

Stage 2 Building 3 2.3 47.38 m³ 0.78 m³ 46.60 m³

Stage 2 Building 4 2.4 51.17 m³ 11.54 m³ 39.63 m³

Stage 3 Building 1 3.1 67.30 m³ 0.20 m³ 67.10 m³

Stage 3 Building 2 3.2 30.67 m³ 13.69 m³ 16.98 m³

Stage 4 Building 1 4.1 53.28 m³ 155.48 m³ -102.20 m³

Unit 1.1.1 Outdoor Area 1.1.1 0.00 m³ 10.94 m³ -10.94 m³

Unit 1.1.2 Outdoor Area 1.1.2 0.00 m³ 6.85 m³ -6.85 m³

Unit 1.1.3 Outdoor Area 1.1.3 0.97 m³ 1.70 m³ -0.73 m³

Unit 2.1.1 Outdoor Area 2.1.1 8.16 m³ 0.00 m³ 8.16 m³

Unit 2.1.2 Outdoor Area 2.1.2 18.17 m³ 0.00 m³ 18.17 m³

Unit 2.1.3 Outdoor Area 2.1.3 0.00 m³ 4.82 m³ -4.82 m³

Unit 2.2.1 Outdoor Area 2.2.1 12.04 m³ 0.00 m³ 12.04 m³

Unit 2.2.2 Outdoor Area 2.2.2 16.82 m³ 0.00 m³ 16.82 m³

Unit 2.2.3 Outdoor Area 2.2.3 0.00 m³ 7.20 m³ -7.20 m³

Unit 2.3.1 Outdoor Area 2.3.1 9.44 m³ 0.00 m³ 9.44 m³

Unit 2.3.2 Outdoor Area 2.3.2 14.04 m³ 0.00 m³ 14.04 m³

Unit 2.3.3 Outdoor Area 2.3.3 0.00 m³ 3.87 m³ -3.87 m³

Unit 2.4.1 Outdoor Area 2.4.1 14.60 m³ 0.00 m³ 14.60 m³

Unit 2.4.2 Outdoor Area 2.4.2 9.81 m³ 0.00 m³ 9.81 m³

Unit 2.4.3 Outdoor Area 2.4.3 0.00 m³ 7.75 m³ -7.75 m³

Unit 3.1.1 Outdoor Area 3.1.1 14.37 m³ 0.00 m³ 14.37 m³

Unit 3.1.2 Outdoor Area 3.1.2 15.97 m³ 0.00 m³ 15.97 m³

Unit 3.1.3 Outdoor Area 3.1.3 0.00 m³ 2.93 m³ -2.93 m³

Unit 3.2.1 Outdoor Area 3.2.1 13.81 m³ 0.00 m³ 13.81 m³

Unit 3.2.2 Outdoor Area 3.2.2 15.36 m³ 0.00 m³ 15.36 m³

Unit 3.2.3 Outdoor Area 3.2.3 0.00 m³ 10.80 m³ -10.80 m³

504.03 m³ 419.42 m³ 84.61 m³

NTSPROPOSED EXCAVATION - BUILDINGS ONLY

NTSEXISTING TOPOGRAPHY

SCALE 1 : 500SITE CONTOURS

Proposed exceeds max excavation allowed in clause 2.4.2.34.

Note: Actual excavation required may be larger depending on the depth of excavation required under proposed concrete floor slabs. To be confirmed once further Engineering investigation of soils performed.

Page 7: PALMER STREET, TE AWAMUTU

N

indicative playground

concrete paving

asphalt carparkasphalt carpark

plantingplanting

planting

planting

plantingplanting

planting

planting

plantingplanting

Entry Entry

concrete pavingconcrete paving

lawnlawnlawn

lawn

lawn

lawnlawn

lawn

planting

plan

ter

planter

deckpath to existing entry

paverspave

rs

pave

rs

pave

rs

P A L M E R S T R E E T

B R

A D

Y

S T

R E

E T

R O C H E S T R E E T

V A

I L E

S

T R

E E

T

communal garden

seat

ing

lawn

existing courtyard

existing courtyard

shared courtyard

shared courtyard

shared courtyard

shared courtyard

shared courtyard

shared courtyard

priv. patiopriv. patio

priv. patio

priv. patiopriv. patio priv. patio

priv. patio

priv. patiopriv. patio

priv. patiopriv. patio

priv. patio

priv

. pat

iopr

iv. p

atio

priv

. pat

iopr

iv. p

atio

priv

. pat

iopr

iv. p

atio

priv

. pat

io priv

. pat

iopriv

. pat

io

priv. patio priv. patio priv. patio priv. patio

scooter parking

scooter parking under balcony

indicative covered scooter/bike parking

concrete paving

Stage 2&3 buildings to feature 1800 high brick screening enclosing a 6.7m2 external service area. Sized to house a minimum of 3 x 140L wheelie bins, 1 x mobility scooter, and maneuvering space. Shown indicatively

bike rack

bike rack

bike rack

indicative screening9000 22

00

Stage 2&3 indicative courtyard seating

Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication

2.12.12.12.12.22.22.22.2 2.32.32.32.3 2.42.42.42.4

3.13.13.13.1

3.23.23.23.2

1.11.11.11.1

4.14.14.14.1

acc. path

acc. path

PERMEABLE = 36.8% site coverage more or less- GRASS/PLANTING/GRAVEL

NON PERMEABLE = 63.2% site coverage more or less-BUILDING COVERAGE/PERMANENT PAVING

PERMEABILITY KEYPERMEABILITY KEYPERMEABILITY KEYPERMEABILITY KEY

NOTE: NOTE: NOTE: NOTE: permeability percentages subject to change. Shown on plans indicatively.

indicative playground

1600

concrete paving

asphalt carparkasphalt carpark

plantingplanting

planting

planting

plantingplanting

planting

planting

plantingplanting

path

to ro

ad

Entry Entrypath to road

concrete pavingconcrete paving

lawnlawnlawn

lawn

lawn

lawnlawn

lawn

planting

plan

ter

planter

deck

balcony

path to existing entry

paverspave

rs

pave

rs

pave

rs

P A L M E R S T R E E T

B R

A D

Y

S T

R E

E T

R O C H E S T R E E T

V A

I L E

S

T R

E E

T

communal garden

seat

ing

lawn

existing courtyard

existing courtyard

shared courtyard shared

courtyard

shared courtyard

shared courtyard

shared courtyard

shared courtyard

priv. patiopriv. patio

priv. patio

priv. patiopriv. patio priv. patio

priv. patio

priv. patiopriv. patio

priv. patiopriv. patio

priv. patio

priv

. pat

iopr

iv. p

atio

priv

. pat

iopr

iv. p

atio

priv

. pat

iopr

iv. p

atio

priv

. pat

io priv

. pat

iopriv

. pat

io

N

priv. patio priv. patio priv. patio priv. patio

Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC Not part of this RC Not part of this RC Not part of this RC applicationapplicationapplicationapplication

2.12.12.12.12.22.22.22.2 2.32.32.32.3 2.42.42.42.4

3.13.13.13.1

3.23.23.23.2

1.11.11.11.1

4.14.14.14.1

concrete paving

acc. path

acc. path

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

9/07/2021 2:57:16 PM

RC106

PROPOSED LANDSCAPING PLAN

HABITATPALMER STREET, TE AWAMUTU

RESOURCE CONSENT

495-01

SCALE 1 : 500INDICATIVE LANDSCAPING PLAN

SCALE 1 : 500INDICATIVE SITE PERMEABILITY PLAN

NOTE: NOTE: NOTE: NOTE: Landscaping design & layout indicative for RC stage.Finishes, materials, & plant selections to be developed further during building consent stages.

Page 8: PALMER STREET, TE AWAMUTU

FL = 55780

Stage 2Stage 2Stage 2Stage 2

Stage 3(beyond)

10m max height plane

site

bou

ndar

y

build

ing

heig

ht fr

om F

L65

00 ty

pica

l

2.12.12.12.12.22.22.22.2

3.1

EGL55060

24100 typical (Stg 2-3 units)

58580

Brick veneer claddingJames hardie® axon™ panel claddingApl double-glazed aluminium windows & doorsColorsteel® profiled metal roofingPowder coated metal spouting and downpipesFiber cement sheet cladding

2.7m vert + 28°

height recession plane

Stage 1 (beyond)

Existing Freeman Court (beyond) - refer to BC200733 for proposed alterations

STAGE 2

STAGE 3

10m max height plane

site

bou

ndar

y

Glazing percentage of street facing wall = 39.2 % Glazing percentage of street

facing wall = 39.2%Glazing percentage of street facing wall = 15.0 %

5578055060

Glazing percentage of streetfacing wall = 39.2 %

Glazing percentage of streetfacing wall = 39.2 %

54600

54360

build

ing

heig

ht fr

om F

L65

00 ty

pica

l

2.12.12.12.12.22.22.22.2

2.32.32.32.32.42.42.42.4

3.23.23.23.23.13.13.13.11.1EGL

5858057860

57160

55955

60606088

12148 typical (Stg 2-3 units)

24100 typical (Stg 2-3 units)

57400

53155

Powder coated aluminium cappingVertical aluminium balustradeTimber decking

Steel shroudApl double-glazed aluminium windows & doors

Vulcan cladding - abodo thermally modified timber

Stage 4Stage 4Stage 4Stage 4

GROUND LEVEL

LEVEL 1

LEVEL 2

LEVEL 310m max height plane

site

bou

ndar

y

4.14.14.14.1

EGL 51566

49630

Hatched area exceeding district plan 10m max height plane

55366

58566

61666

51566

build

ing

heig

ht fr

om F

L13

834

Glazing percentage of street facing wall = 29.3%

23920 25710

V A

I L E

S

T R

E E

T

Brick veneer cladding

Frameless glass balustrade

Pre finished aluminium balustrade

Brick veneer cladding

Colorsteel® profiled metal roofing

Proprietary powder coated aluminium fin

Apl double-glazed aluminium windows & doors

Apl double-glazed aluminium windows & doors

RC301E4RC301 E1

RC301

E2

RC301

E3

N

P A L M E R S T R E E T

B R

A D

Y

S T

R E

E T

R O C H E S T R E E T

V A

I L E

S

T R

E E

T

Freeman Court Freeman Court Freeman Court Freeman Court

2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4

3.23.23.23.2

3.13.13.13.1

4.14.14.14.1

1.11.11.11.1

S1RC301

S2RC301

RP 2

RP 3 RP 4 RP 5

RP 1

55.0

56.0

55.0

56.0

55.0

56.057.058.0 54.0

54.0

53.0

53.0

52.0

52.0

52.053.0

54.0

51.0

51.0

(RP4) 2.7m vert + 45°

10m max height plane

site

bou

ndar

y

site

bo

unda

ry

4.14.14.14.1

EGL

3.1 1.1

Stage 1 (beyond)

Stage 3(beyond)

53250 GL @ RP552500 GL @ RP4

(RP5) 2.7m vert + 45°

Hatched area exceeds district plan 10m max height plane

51566

55366

58566

61666

build

ing

heig

ht fr

om F

L13

834

Stage 4Stage 4Stage 4Stage 4

22114

Glazing percentage of street facing wall = 41.8%

P A

L M

E R

S

T R

E E

T

GROUND LEVEL

LEVEL 1

LEVEL 2

LEVEL 3

EGL (varies)

Stage 3Stage 3Stage 3Stage 3Stage 2Stage 2Stage 2Stage 22.12.12.12.1

2.22.22.22.22.32.32.32.3 2.42.42.42.4

3.23.23.23.2

Section indicative only. Foundations to be Specific Engineer Designed for Building Consent

10.0° 10.0°

58580

55780

57860

55060

57400

54600

57060

54260

53155

55955

2407

2800

typi

cal

2407

typi

cal

2800

Stage 4Stage 4Stage 4Stage 4

4.0°4.0°

51566

55366

58566

616662982

3100

3200

3800

EGL (varies)

4.14.14.14.1

proposed car park

16600

clearance

1979

proposed car park

16600

clearance

1200

site

bou

ndar

y

site

bou

ndar

y

V A

I L E

S

T R

E E

T

52860

EGL (varies)

FL

Stage 3Stage 3Stage 3Stage 3 3.23.23.23.23.13.13.13.1

Section indicative only. Foundations to be Specific Engineer Designed for Building Consent

55955

53155

55660

52860

typi

cal

2407

typi

cal

2800

10.0° 10.0°

site

bou

ndar

y

site

bou

ndar

y

P A

L M

E R

S

T R

E E

T

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

INF

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

9/07/2021 2:57:26 PM

RC301

SITE ELEVATIONS & SECTIONS

HABITATPALMER STREET, TE AWAMUTU

RESOURCE CONSENT

495-01

SCALE 1 : 200RC102

SOUTH WEST ELEVATION (viewed from internal boundary)E1

SCALE 1 : 200RC102

SOUTH EAST ELEVATION - STAGE 2&3 (viewed from Palmer St)E2

SCALE 1 : 200RC102

SOUTH EAST ELEVATION - STAGE 4 (viewed from Palmer St)E3

ELEVATION MAP

SCALE 1 : 200RC102

NORTH EAST ELEVATION (viewed from Vaile St)E4

REFER TO PRELIMINARY DESIGN DRAWINGS FOR LARGE SCALE BUILDING ELEVATIONS & SECTIONS

NOTES: -Existing Ground Level (EGL) shown on Elevations taken from site boundary line

SCALE 1 : 250RC102

SITE SECTION STAGES 2, 3 & 4S1

SCALE 1 : 250RC102

SITE SECTION STAGE 3S2

Page 9: PALMER STREET, TE AWAMUTU

Stage 4Stage 4Stage 4Stage 4

Stage 3Stage 3Stage 3Stage 3

GROUND LEVEL

LEVEL 1

LEVEL 2

LEVEL 310m max height plane

52860

site

bou

ndar

y

build

ing

heig

ht fr

om F

L65

00 ty

pica

l

EGL

4.14.14.14.1

3.13.13.13.1 3.23.23.23.2

51566

55660

24100 typical (Stg 2-3 units)

49630

55366

58566

61666

Hatched area exceeding district plan 10m max height plane

build

ing

heig

ht fr

om F

L13

834

V A

I L E

S

T R

E E

T

Fiber cement sheet cladding

Brick veneer cladding

Apl double-glazed aluminium windows & doors

Colorsteel® profiled metal roofing

Powder coated metal spouting and downpipes

James hardie® axon™ panel cladding

Proprietary powder coated aluminium fin

Apl double-glazed aluminium windows & doors

Pre finished aluminium balustrade

Pre finished aluminium cladding system

Colorsteel® profiled metal roofing

Brick veneer cladding

Stage 1Stage 1Stage 1Stage 1

10m height plane

53500

site

bou

ndar

y

56300

build

ing

heig

ht fr

om F

L66

50

build

ing

heig

ht fr

om F

L

4050

EGL

1.11.11.11.1

15709 20700

36409

R O

C H

E

S T

R E

E T

Colorsteel® profiled metal roofingPowder coated metal spouting and downpipes

James hardie® axon™ panel cladding

Apl double-glazed aluminium windows & doors

Vertical aluminium balustrade

Brick landscaping wall

Building frontage does not meet 15% glazing requirement per 2.4.2.19 of zone rules - current glazing area = 12.2%

(RP2)

2.7m

vert

+ 45°

Permeable fences

Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Extg Freeman Court .Not part of this RC applicationNot part of this RC applicationNot part of this RC applicationNot part of this RC application

Stage 1Stage 1Stage 1Stage 1

10m height plane

56300

site

bou

ndar

y

refer to BC200733 for proposed alterations

EGL

1.11.11.11.1

1300

53950 GL @ RP2

53100 GL @ RP3

(RP3)

2.7m

vert

+ 45°

2900 12133 1376

16409

James hardie® axon™ panel claddingBrick and vertical timber fencing

Vulcan cladding - abodo thermally modified timberApl double-glazed aluminium windows & doors

RC302

E5

RC302E6

RC302

E7

N

P A L M E R S T R E E T

B R

A D

Y

S T

R E

E T

R O C H E S T R E E T

V A

I L E

S

T R

E E

TFreeman Court Freeman Court Freeman Court Freeman Court

2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4

3.23.23.23.2

3.13.13.13.1

4.14.14.14.1

1.11.11.11.1RP 2

RP 3 RP 4 RP 5

RP 1

55.0

56.0

55.0

56.0

55.0

56.057.058.0 54.0

54.0

53.0

53.0

52.0

52.0

52.053.0

54.0

51.0

51.0

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

9/07/2021 2:57:33 PM

RC302

SITE ELEVATIONS

HABITATPALMER STREET, TE AWAMUTU

RESOURCE CONSENT

495-01

SCALE 1 : 200RC102

NORTH WEST ELEVATION (viewed from internal boundary)E5

SCALE 1 : 200RC102

NORTH EAST ELEVATION (viewed from internal boundary)E6

SCALE 1 : 200RC102

NORTH WEST ELEVATION (viewed from Roche St)E7

ELEVATION MAP

REFER TO PRELIMINARY DESIGN DRAWINGS FOR LARGE SCALE BUILDING ELEVATIONS & SECTIONS

NOTES: -Existing Ground Level (EGL) shown on Elevations taken from site boundary line

Page 10: PALMER STREET, TE AWAMUTU

Edwards White Architects LimitedMezzanine The Riverbank Lane 298 Victoria Street Hamilton NZ

(07) 839 0095www.edwardswhite.co.nz

HABITAT

PALMER STREET,

TE AWAMUTU

REV

PD000 - COVER

PD101 - SITE PLAN STAGE 1

PD201 - FLOOR PLANS STAGE 1

PD204 - DIMENSION PLANS STAGE 1

PD205 - REFLECTED CEILING PLANS STAGE 1

PD206 - ROOF PLAN

PD301 - ELEVATIONS

PD401 - SECTIONS

PD402 - SECTIONS

PD501 - TYPICAL UNIT PLAN STAGE 1

PD701 - WINDOW & DOOR SCHEDULES

Page 11: PALMER STREET, TE AWAMUTU

R O C H E S T R E E TR O C H E S T R E E TR O C H E S T R E E TR O C H E S T R E E T

boundary27.56 m

Proposed Freeman Court deck

N

Stage 1 Stage 1 Stage 1 Stage 1

Proposed communal Vege Garden

FL 53.5 lower

Unit over

1.3m retaining

Dn

Unit over

Unit over

Unit over

Pass

agew

ay o

ver

0.5m retaining

FL 53.5

54.3 Proposed

1.1m

reta

inin

g

Balc

ony

over

Stor

e

Store(note: to be used for refuse and recycling , needs to accessible by a 2 axled truck

FREEMAN COURT FREEMAN COURT FREEMAN COURT FREEMAN COURT

Pass

agew

ay o

ver

Balc

ony

over

Balc

ony

over

4m setback

2m s

etba

ck

2m setback

Proposed landscaping / pathway Ra

mp

1:12

max

slo

pe.

750m

m m

ax ri

seUp

Dn1234

5

1 2 3 4

Indicative proposed trees

Indicative proposed trees

Indicative proposed trees

Proposed Garden

Unit 1

Unit 2

Unit 3

Courtyard

Courtyard

Courtyard

1.0m retaining

FL 53.5 lower

Mas

onry

reta

inin

g w

alls

Mas

onry

reta

inin

g w

alls

1.8m timber screening fences between units

boundary100.70 m

boundary113.72 m

Exi sti ng f oulwat er dr ain

Foulwa t e r dra in easem

ent TBC

Pathway to ramp up to level above (to FL56.3)

Exis ting sto rmw

ate r

dr ain, to be r eloc ated

Subfloor structure of Units over to designed

Gate

Cha

nnel

dra

in Cha

nnel

dra

inC

hann

el d

rain

Cha

nnel

dra

in

56.6

56.4

56.2

56.0

55.8

55.6

55.4

55.2

55.0

54.8

54.6

54.4

54.2

54.0

53.8

53.6

53.4

53.2

53.4

53.2

53.053.253.453.653.8

54.054.2

56.2 56.4

56.0

55.8

55.6

55.4

55.2

55.0

54.8

54.6

54.4

Existing site contours and levels (unless noted otherwise)

boundary9.53 m

Extg tree to remain

Extg tree to remain

SSMH

54.6

54.8

54.4

Council input required on whether existing foulwater line can be bridged over

LOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAP

N

NTS

LEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTION

Site Address: Palmer, Vaile, Brady and Roche StreetsLots 1, 2 and 4 DP 528456Area: 4766m2 (Lot 1) +3854m2 (Lot 2) + 4031m2 (Lot 4)

SITE INFORMATIONSITE INFORMATIONSITE INFORMATIONSITE INFORMATION

Local Body: Waipa District CouncilZone: Residential Zone / Compact Housing Area / Archaeological Site S15 - 456 (Dump)Wind Zone: LowEarthquake Zone: Zone 1Exposure Zone: Zone BRainfall Intensity: 80 -90Climate Zone: Zone 2

SURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATION

Site Surveyed By: RAD Surveying

Note: It is the sole responsiblity of the builder to ensure all yards setbacks in relation to boundaries are checked for compliance after profiles are setout and prior to construction.

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

17/09/2020

PD101

SITE PLAN STAGE 1

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100SITE PLAN

Page 12: PALMER STREET, TE AWAMUTU

1PD402

1PD401

FL 53.5 lower

Unit over

1.3m retaining

Dn

Unit over

Unit over

Unit over

Pass

agew

ay

over

0.5m retaining

Balc

onyo

ver

(note: to be used for refuse and recycling , needs to accessible by a 2 axled truck

PD3011

PD301

2

PD301

3

PD301 4

2PD401

Stage 1 Stage 1 Stage 1 Stage 1

WG

.01

WG

.02

WG

.03

DG.02

WG

.05

WG

.06

DG.01

DG

.05

Balc

onyo

ver

Balc

onyo

ver

Unit 1

Unit 2

Unit 3

BathBedroom

Bedroom Bath

BathBedroom

Stor

e (s

emi o

utdo

or)

WG.04

GateDG.03

Courtyard

Courtyard

Courtyard

UpChannel drains

Channel drains

Store

1.0m retaining

Exi s ti ng f oulwa t er dr a in

1PD402

1PD401

FL 56.3 upper

Passageway

Slope path to form level access to raised link

N

FL 5

6.3

PD3011

PD301

2

PD301

3

PD301 4

2PD401

D1.01

W1.01

W1.02

W1.

03W

1.04

W1.

05

W1.

06W

1.07

W1.

08

D1.02

D1.03

W1.

10W

1.11

D1.04

D1.05

W1.

12W

1.13

D1.06

D1.07

W1.14

W1.15

Unit 10Bedroom

Unit 9

Unit 8Bath

BathBedroom

Bedroom

Unit 7BathBedroom

Bedroom Bath Unit 6

Unit 5BathBedroom

Bedroom Bath Unit 4

Balc

ony

Plan

ter

Balc

ony

Balc

ony

W1.09

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

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original sheet size A1

REFPROJECT

SHEET

17/09/2020

PD201

FLOOR PLANS STAGE 1

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100GROUND FLOOR PLAN

SCALE 1 : 100FIRST FLOOR PLAN

-Wall framing types and thickness to be confirmed-Water heating system to be confirmed-Floor linings to be confirmed-Bracing to be confirmed-Space heating to be confirmed-All units to be supplied with rangehoods over oven-All units to be supplied with mechanical ventilation to Bathroom and Laundry spaces

FLOOR AREASFLOOR AREASFLOOR AREASFLOOR AREAS

Each unit 54.5m2 typical

Ground level = 3 x 54.5 = 54.5m2 = 163.5m2 (excluding store - size TBC)First level = 7 x 54.5 = 54.5m2 = 381.5m2

Total GFA = 545m2 + store rooms + end facade treatments

Page 13: PALMER STREET, TE AWAMUTU

Passageway

N

FL 5

6.3

9012

090

4960

Uni

t 10

140

4960

Uni

t 914

049

60 U

nit 8

140

4960

Uni

t 714

049

60 U

nit 6

140

1006

0 U

nit 4

9021

090

2102700 R.O.

Unit 4

Unit 5

Unit 6

Unit 7

Unit 8

Unit 9

Unit 10

9024

6090

2460

9024

6090

2460

9024

6090

2460

9024

6090

2460

9024

6090

2460

9024

6090

2460

9024

1590

2460

90

3625

0 ov

eral

l

14850 overall

90 1311 90 10600 Unit 4-7 90 1170 nib

90 1311 90 10600 Units 8-10 90

nib

1170

step in units

29001190

1190

Entry

1170

7720

2480

Ent

ry77

20

Entry

1260

1220

7720

2480

Ent

ry38

80

2000

ste

ps

EQ.

3600

R.O

.EQ

.

2300 R.O. 1970

3000

R.O

.16

030

00 R

.O.

EQ.

3600

R.O

.EQ

.EQ

.36

00 R

.O.

EQ.

EQ.

3600

R.O

.EQ

.EQ

.36

00 R

.O.

EQ.

EQ.

3600

R.O

.EQ

.EQ

.36

00 R

.O.

EQ.

3000

R.O

.16

030

00 R

.O.

3000

R.O

.16

030

00 R

.O.

N

Stage 1 Stage 1 Stage 1 Stage 1

Stor

e

Store

Unit 1

Unit 2

Unit 3

1555

0

9012

090

4960

Uni

t 314

049

60 U

nit 2

140

4960

Uni

t 190

EQ.

3600

R.O

.EQ

.EQ

.36

00 R

.O.

EQ.

EQ.

3600

R.O

.EQ

.

13450 overall 1930

210 2700 R.O.

Store

1500 90 10600 Units 1-3 90

nib

1170

90 13259 90 2916

Scre

en

Bric

k re

tain

ing

scre

en

214

3880

2480

Ent

ry77

20

Entry

1230

32

780

3000

R.O

.16

030

00 R

.O.

steps

1325

ramp

1200

9000

Ram

p20

00 s

teps

Ramp

1190

1746

3100

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

REFPROJECT

SHEET

17/09/2020

PD204

DIMENSION PLANS STAGE 1

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100FIRST FLOOR DIMENSION PLAN

SCALE 1 : 100GROUND FLOOR DIMENSION PLAN

Refer to PD501 for dimensions of typical unit interior

Page 14: PALMER STREET, TE AWAMUTU

Powder-coated metal spouting7411_4.1

100DP

100DP

100DP

100DP

Powder-coated metal spouting7411_4.1

Cle

arlig

ht r

oofin

g ov

er (n

o so

ffit)

Cle

arlig

ht ro

ofin

g ov

er (

no s

offit

)C

lear

light

roo

fing

over

(no

soffi

t)

Subfloor - no ceiling

Balc

onie

s ov

er (n

o so

ffits

)

Pass

agew

ay o

ver

(no

soffi

ts)

Pass

agew

ay o

ver

(no

soffi

ts)

Balc

onie

s ov

er (n

o so

ffits

)

Store - no ceiling

2407mm high GIB 13mm Aqualine ceiling lining level 4 paint finish

2414mm high 6mm James Hardie Villaboard soffit or sim.

2407mm high GIB 13mm Standard ceiling lining level 4 paint finish

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

REFPROJECT

SHEET

17/09/2020

PD205

REFLECTED CEILING PLANS STAGE 1

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100FIRST FLOOR REFLECTED CEILING PLAN

SCALE 1 : 100GROUND FLOOR REFLECTED CEILING PLAN

SCALE 1 : 100REFLECTED CEILING KEY

Page 15: PALMER STREET, TE AWAMUTU

1PD402

1PD401

PD3011

PD301

2

PD301

3

PD301 4

2PD401

Exte

rnal

Gut

ter

Exte

rnal

Gut

ter

4.0°

4.0°

Roofing - metal profiled roofing4311_4.1

Powder-coated metal spouting7411_4.1

Powder-coated metal spouting7411_4.1

Entrance steps below

Brick wall below

Brick wall below

Profiled plastic roofing4312

Profiled plastic roofing4312

Profiled plastic roofing4312Fa

scia

Fasc

ia

Roof area = 493m2

100DP

100DP

100DP

100DP

Flashings4311_4.2

Flashings4311_4.2

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

REFPROJECT

SHEET

17/09/2020

PD206

ROOF PLAN

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100ROOF PLAN

Page 16: PALMER STREET, TE AWAMUTU

53.500GROUND FLOOR

56.300FIRST FLOOR

W1.08

WG.03

Apl residential sliding door4521AR_4.23

James hardie® stria™ cladding4231HS

Clay bricks for two storey brick veneer system4261_4.9

James hardie® stria™ cladding4231HS

Profiled plastic roofing4312

Fibre cement sheet cladding4231

100DP

Powder-coated metal spouting7411_4.1

James hardie® stria™ cladding4231HS

W1.05 W1.04 W1.03 W1.02W1.06W1.07

WG.02 WG.01

Existing ground level

Proposed ground level

Vertical aluminium balustrade4851_4.2

Cedar slat fence8430_4.3

53.500GROUND FLOOR

56.300FIRST FLOOR

James hardie® stria™ cladding4231HS

Apl residential awning window4521AR_4.19

Powder-coated metal spouting7411_4.1

W1.01

Vertical cedar weatherboards4221_4.4Posts - cedar 90 x 903821_4.3

Timber decking4383

Flashings4311_4.2

Vertical cedar batten balustrade4851_4.1

53.500GROUND FLOOR

56.300 FIRST FLOOR

Brick veneer cladding4261

James hardie® stria™ cladding4231HS

Powder-coated metal spouting7411_4.1

Apl residential awning window4521AR_4.19

Apl residential awning window4521AR_4.19

W1.09

WG.04

Flashings4311_4.2

Cedar slat fence8430_4.3

Vertical cedar batten balustrade4851_4.1

Vertical cedar weatherboards4221_4.4

Posts - cedar 90 x 903821_4.3

53.500GROUND FLOOR

56.300FIRST FLOOR Brick veneer cladding4261

Apl residential awning window4521AR_4.19

James hardie® stria™ cladding4231HS

Brick veneer cladding4261

D1.04D1.01W1.15 W1.14 W1.13 W1.12

D1.06D1.07 D1.05

DG.03DG.02WG.05WG.06

W1.11 W1.10D1.03 D1.02

Pathway to ramp up to First Floor Level

Posts - cedar 90 x 903821_4.3

Flashings4311_4.2

James hardie® stria™ cladding4231HS

Vertical cedar batten balustrade4851_4.1

Vertical cedar weatherboards4221_4.4

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

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original sheet size A1

REFPROJECT

SHEET

17/09/2020

PD301

ELEVATIONS

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100NORTH EAST ELEVATION

SCALE 1 : 100NORTH WEST ELEVATION

SCALE 1 : 100SOUTH EAST ELEVATION

SCALE 1 : 100SOUTH WEST ELEVATION

Page 17: PALMER STREET, TE AWAMUTU

56.300FIRST FLOOR

W1.

15

W1.

02

Bedroom Bathroom

Unit 4

Living/Dining

W1.01

FFL

to u

/sid

e of

bat

tens

2420

Roofing - metal profiled roofing4311_4.1

100DP

Powder-coated metal spouting7411_4.1

Brick veneer cladding4261

Vertical aluminium balustrade4851_4.2

Timber decking4383

James hardie® stria™ cladding4231HS

Posts - cedar 90 x 903821_4.3

4.0°

Truss roofJames hardie® stria™ cladding4231HS

Vertical cedar weatherboards4221_4.4

Apl residential awning window4521AR_4.19 Villaboard™ soffit lining4239JH_4.1

Timber decking4383

Planter

Gib plasterboard linings5113G

Apl residential sliding door4521AR_4.23

James hardie® stria™ cladding4231HS

1000

min

2100

InsulationInsulationInsulationInsulationRoof: R3.2 min. batts insulationWalls: R2.2 min. batts insulationTimber floor: R1.5 min. batts insulationConcrete slab insulation: (Optional)- TBC

FramingFramingFramingFramingSteel or timber framing to be confirmed. Dependant on selected main contractor.

Fire Resistance RatingsFire Resistance RatingsFire Resistance RatingsFire Resistance RatingsTo be confirmed by Fire Engineer

Intertenancy RequirementsIntertenancy RequirementsIntertenancy RequirementsIntertenancy RequirementsTo comply with NZBC G6 Airborne and Impact Sound requirements (in addition to Fire Engineers requirements).

NZBC G6 minimum requirements: Sound Transmission Class of walls, floors and ceilings to be no less than 55. Impact Insulation Class of floors to be no less than 55.

Intertenancy floors and walls to be formed using selected systems from the latest GIB Noise Control Manual Systems to minimum Fire and Acoustic requirements.

Extent of intertenancy walls TBC

Site ExcavationSite ExcavationSite ExcavationSite ExcavationVolume of excavation to be confirmed once cut out depths and remediation strategy confirmed with Structural, Geotechnical and Environmental Engineers

SED subfloor / piles

Profiled plastic roofing4312

Vertical cedar weatherboards4221_4.4

53.500GROUND FLOOR

56.300FIRST FLOOR

PlanterRamp

Channel drain

100CS

Vertical cedar batten balustrade4851_4.1

Channel drain

Cedar slat fence8430_4.3

SED subfloor / piles

Powder-coated metal spouting7411_4.1

4.0°

1000

min

Clay bricks for two storey brick veneer system4261_4.9

100DP

Timber decking4383

Truss roof

D1.

03D

G.0

2

W1.

07W

G.0

2

Roofing - metal profiled roofing4311_4.1

James hardie® stria™ cladding4231HS

Villaboard™ soffit lining4239JH_4.1

Apl residential sliding door4521AR_4.23

380

TBC

FFL

to u

/sid

e of

bat

tens

2420

FFL

to u

/sid

e of

bat

tens

2420

Unit 9

Unit 2

Living/Dining

Living/Dining

Timber decking4383

Posts - cedar 90 x 903821_4.3

100CS

Gib plasterboard linings5113G

100CS

Villaboard™ soffit lining4239JH_4.1

James hardie® stria™ cladding4231HS

1100

min

Vertical cedar weatherboards4221_4.4

Apl residential hinged door4521AR_4.25

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

original sheet size A1

REFPROJECT

SHEET

17/09/2020

PD401

SECTIONS

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 50SECTION A

SCALE 1 : 50SECTION B

Page 18: PALMER STREET, TE AWAMUTU

53.500GROUND FLOOR

56.300FIRST FLOOR

W1.

09W

G.0

4

DG.03 DG.02

D1.03D1.02

W1.10

WG.05 WG.06

W1.11

D1.04 D1.05

DG.01

D1.06 D1.07 D1.01

Store

Unit 1

BedroomBedroomBedroom

Unit 2Unit 3

Unit 8

Bedroom

Unit 9

Bedroom

Unit 10

Bedroom

Unit 7

Bath

Unit 6

Bath

Unit 5

Bath

Unit 4

Bath

Truss roof Truss roof

FFL

to u

/sid

e of

bat

tens

2420

380

TBC

FFL

to u

/sid

e of

bat

tens

2420

SED subfloor / piles

SED subfloor / piles

Flashings4311_4.2

Roofing - metal profiled roofing4311_4.1

Profiled plastic roofing4312

Gib plasterboard linings5113G

Apl residential awning window4521AR_4.19

Apl residential hinged door4521AR_4.25

Masonry units3320_4.2

100CS

Vertical cedar weatherboards4221_4.4

James hardie® stria™ cladding4231HS

Villaboard™ soffit lining4239JH_4.1

Brick veneer cladding4261

Vertical cedar weatherboards4221_4.4

James hardie® stria™ cladding4231HS

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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REFPROJECT

SHEET

17/09/2020

PD402

SECTIONS

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 50SECTION C

Page 19: PALMER STREET, TE AWAMUTU

Wardrobe

Bedroom

Bathroom

Living / Dining

Kitchen

Entry

W

F

90 10600 90

140

4960

Liv

ing

/ D

inin

g14

0

1170

Ent

ry90

600

WR

9030

10 B

edro

om

3025 Bedroom 90 1715 Bathroom 90 5680 Kitchen / Living / Dining 90

1170

Ent

ry90

1200

Lau

ndry

9024

10 B

athr

oom

Laundry

Shwr

TV

1980

h x

810w

leaf 1980h x 760w leaf

1980h x 2/760w leaf

2200h x 810w leaf

700h

x 3

000w

2100

h x

3600

w

1980

h x

2/56

0w le

af

C LC L

5100

1190

90 1910 WR 90 1025 90 965 90 660 Laundry 90-Wall framing types and thickness to be confirmed-Water heating system to be confirmed-Floor linings to be confirmed-Bracing to be confirmed-Space heating to be confirmed-All units to be supplied with rangehoods over oven-All units to be supplied with mechanical ventilation to Bathroom and Laundry spaces

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

REFPROJECT

SHEET

17/09/2020

PD501

TYPICAL UNIT PLAN STAGE 1

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 25TYPICAL UNIT PLAN - OPTION A

Page 20: PALMER STREET, TE AWAMUTU

53.500GROUND FLOOR

1500

900

2400

2700

1720980

A

53.500GROUND FLOOR

1980

leaf

810 leaf

2100

3600

FF

CLEQ. EQ. EQ. EQ.

S S S S

53.500GROUND FLOOR

2200

leaf

810 leaf

56.300FIRST FLOOR

2400

2300

FF

A

S

1000

1400

1500800

700

1700

2400

3000

F

1590 1410

A

810 leaf

1980

leaf

1980

leaf

760 leaf

53.500GROUND FLOOR

1980

leaf

1480 varies

S

A

F = Denotes fixed glazing

= Denotes awning window

= Denotes grade A safety glazing as per NZS 4223

GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES---- All dimensions indicate rough opening sizes unless stated otherwise.-Schedule to be read as if viewing the unit from outside the building and inconjunction with floor plan for door locations, direction of door swings etc.- Entry door to have proprietary peep hole- Refer to Architectural Specifications for further information on selections-Interior timber door frames to be 30mm pre-primed dressed Radiata Pine unless otherwise noted.-Interior door architraves TBC-Fire requirements to be confirmed-Fill and sand all fixing holes prior to painting- Refer to Door Hardware schedule for hardware selections-Lever handles mounted at 1000 above floor level.-All openings are to be site measured prior to fabrication-Where doors are specified as paint finish and are within painted walls, doors to be colour matched to walls, unless otherwise noted.-All flashings to Aluminium window/door units and hardware is to match windowand door joinery colour.-All windows to have clear double glazing unless stated otherwise. Confirm withclient prior to fabrication.-Fabrication and installation of glass to comply with NZBC E2 & F2, and NZS4223(including Part 3- Human Impact Safety). Thickness of glazing to be appropriateweight for size to NZS4223.-Opening windows with sill heights under 760mm (if applicable) and a potential fall height ofover 1000mm to comply with NZBC F4/AS1 2.0 opening windows. To be fittedwith restrictors that limit the passage of a 100mm sphere.

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

REFPROJECT

SHEET

17/09/2020

PD701

WINDOW & DOOR SCHEDULES

HABITATPALMER STREET,TE AWAMUTU

PRELIMINARY DESIGN

495-01

Type W01Type W01Type W01Type W01WG.04, W1.09

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Type W02Type W02Type W02Type W02WG.01 - WG.03, W1.02 - W1.08

Frame: APL Residential series - sliding door, powdercoat finishGlazing: Double glazing

Type W03Type W03Type W03Type W03WG.05 - WG.06W1.10 - W1.15

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

FIRST FLOOR 56.300

Type W04Type W04Type W04Type W04W1.01

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Type D01Type D01Type D01Type D01DG.05

APL Plasma Door - aluminium faced solid core panel with powdercoat finish, lined with vertical cedar battens

FIRST FLOOR 56.300

Type D02Type D02Type D02Type D02DG.01 - DG.03D1.01 - D1.07

APL Plasma Door - aluminium faced solid core panel with powdercoat finish

Exterior windowsExterior windowsExterior windowsExterior windows

Exterior doorsExterior doorsExterior doorsExterior doors

Interior doorsInterior doorsInterior doorsInterior doors FIRST FLOOR 56.300

Type D02Type D02Type D02Type D02Typical interior Laundry and Wardrobe doors

Hollowcore double sliding wardrobe doors with paint finish. CS for Doors- Wardrobe slider track.

Type D03Type D03Type D03Type D03Typical interior Bedroom door

Single hinged hollowcore door with 30mm timber frame. Paint finish

Type D04Type D04Type D04Type D04Typical interior Bathroom door

Single cavity slider hollowcore door with paint finish. CS for Doors- Cavity slider track.

Page 21: PALMER STREET, TE AWAMUTU

Edwards White Architects LimitedMezzanine The Riverbank Lane 298 Victoria Street Hamilton NZ

(07) 839 0095www.edwardswhite.co.nz

HABITAT

PALMER STREET, TE AWAMUTU

PD000 COVER

PD201 FLOOR PLANS STAGE 2&3

PD204 DIMENSION PLANS STAGE 2&3

PD205 REFLECTED CEILING PLANS STAGE 2&3

PD206 ROOF PLAN STAGE 2&3

PD301 ELEVATIONS STAGE 2&3

PD401 SECTIONS STAGE 2&3

PD701 WINDOW & DOOR SCHEDULES STAGE 2&3

Page 22: PALMER STREET, TE AWAMUTU

UP UP

PD3012PD301 4

PD301

1

PD301

3

3PD401

GardenWG.02

WG

.09

WG

.10

WG

.11

WG

.12

WG.13

WG

.04

WG

.03

WG.07

WG.06

WG

.05

WG

.14

WG

.08

WG

.01

Unit 1

Unit 2

Unit 3

2PD401

1PD401

D1.

01

D2.

01

D3.

01

D1.02

D1.03

D2.02

D3.03

D3.02

D1.

04D

3.04

D2.04

D2.03

Bathroom

Bathroom

Bedroom

Bedroom

Bedroom

Bathroom

Courtyards vary

Courtyards vary

Courtyards vary

balcony over

balcony over

balcony over

Foyer

Courtyards vary

entrance to building

Channel drain @ threshold

Channel drain @ threshold

Channel drain @ threshold

Channel drain @ threshold

PD3012PD301 4

PD301

1

PD301

3

3PD401

Roof over

W1.01

WG

.10

W1.

12

W1.

02W

1.03

W1.11

W1.06

W1.05

W1.

09W

1.10

W1.

07

W1.

04

W1.

08

Unit 4

Unit 5

Unit 6

2PD401

1PD401

D4.

01

D5.

01

D6.

01

D4.02

D4.03

D5.

02

D6.03

D6.02

D4.

04D

6.04

D5.04

D5.03

Balcony

Bathroom

BedroomBathroom

Bedroom

Bedroom

Bathroom

Balcony

Balcony

Upper Landing

Roof over

LOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAP

N

NTS

LEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTIONLEGAL DESCRIPTION

Site Address: Palmer, Vaile, Brady and Roche StreetsLots: 1, 2, and 4D.P: DP 528456C.T:Area:4766m2 (Lot 1) +3854m2 (Lot 2) + 4031m2 (Lot 4)

SITE INFORMATIONSITE INFORMATIONSITE INFORMATIONSITE INFORMATION

Local Body: Waipa District CouncilZone: Residential Zone / Compact Housing Area / Archealogical Site S15 - 456 (Dump)Wind Zone: LowEarthquake Zone: Zone 1Exposure Zone: Zone BRainfall Intensity: 80-90Climate Zone: Zone 2

SURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATIONSURVEY INFORMATION

Site Surveyed By:Levels are in terms of _ Datum

Note: It is the sole responsiblity of the builder to ensure all yards setbacks in relation to boundaries are checked for compliance after profiles are setout and prior to construction.

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

10/12/2020

PD201

FLOOR PLANS STAGE 2&3

HABITATPALMER STREET, TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100GROUND FLOOR PLAN

SCALE 1 : 100FIRST FLOOR PLAN

-Wall framing types and thickness to be confirmed-Water heating system to be confirmed-Floor linings to be confirmed-Bracing to be confirmed-Space heating to be confirmed-All units to be supplied with rangehoods over oven-All units to be supplied with mechanical ventilation to Bathroom and Laundry spaces

FLOOR AREAS (gross m2)FLOOR AREAS (gross m2)FLOOR AREAS (gross m2)FLOOR AREAS (gross m2)

Unit 1 = 58.8m2

Unit 2 = 60.7m2

Unit 3 = 60.5m2

Unit 4 = 58.3m2

Unit 5 = 60.2m2

Unit 6 = 60.9m2

Foyer + Stairwell = 18.8m2

Upper Landing + Stairwell = 19.5m2

Ground level = 198.8m2 (U1,U2,U3,F+SW)First level = 198.9m2 (U4,U5,U6,L+SW)

Total GFA = 397.7m2

Note: calculated area includes claddings + nibs. Stairwell area included twice in GFA

Refer to Site Master Plan forRefer to Site Master Plan forRefer to Site Master Plan forRefer to Site Master Plan forbuilding orientation (varies)building orientation (varies)building orientation (varies)building orientation (varies)

Page 23: PALMER STREET, TE AWAMUTU

UP UP

1220

nib

9850

2320

5420

4030

1220

nib

9048

40 li

ving

/kitc

hen

90

step

in u

nits

1700

9029

50 b

ed90

2320

foye

r90

2950

bed

90

bath

room

1700

9044

40 li

ving

/kitc

hen

9090

1860

90

1000

600

1880

1000

9018

6090

1292

0 U

nit 2

9031

20 b

ed90

600 90

1700

wc

9049

30 li

ving

/kitc

hen

90

2406

0 ov

eral

l

12090 overall

600

1880

1100

9023

2090

1200

nib

140 nib 5750 140 nib 30 140 nib 5750 140 nib

90 5850 Unit 1 210 5850 Unit 2 90

3970 bed

90

600

90

1100

210

1100

90

4660 wc

140 nib 5750 140 nib

90 4460 kitchen/bathroom 90 1100 90

500

140

3360 4370 foyer 90 3540 bed 90

90 3770 bed 90 60090

1300

210

2220 entry 3580 140 nib

1110

1360

ste

p in

uni

ts

Unit 3

Unit 1

Unit 2

112090

121090

2240

1220

nib

1080

090

0 ni

b

90 5650 Unit 3 - living 90

400

R.O.

3600

9030

00

R.O

.

1000

4470

90

R.O.

1000 900

R.O

.

1000

500

50R.

O.

1000

R.O

.

1000

100

R.O

.

1000

5050

0

R.O

.

1000

R.O

.

1000

200

R.O

.

1000

470

460

R.O

.

2200

R.O.

3600 650650

R.O.

3600

Foyer

11810 overall

140 nib 5750 140 nib30

140 nib 5750 140 nib

90 5850 Unit 4 210 5850 Unit 5 90

3970 bed

90

600

90

1100

210

1100

90

4660 bathroon

2406

0 ov

eral

l140 nib 5750 140 nib

90 4660 kitchen/bathroom 90 1100 90

3970 bed 90 60090

1100120 5800 140 nib

500

140

3360 2150 2220 90 3540 bed 90

112090

1210

90

2240

1220

nib

9450

2320

9850

1220

nib 90

4840

livi

ng/k

itche

n90

bath

room

1700

9029

50 b

ed90

2320

foye

r90

2950

bed

9017

00 w

c90

4440

livi

ng/k

itche

n90

1860

9010

0018

8060

018

8010

0090

1860

1292

0 un

it 5

1220

nib

1080

090

0 ni

b9031

20 b

ed90

600

90

bath

room

1700

9049

30 li

ving

/din

ing

90

600

1880

1100

90

foye

r

2320

300

Unit 4

Unit 6

Unit 5

90 5850 Unit 6 90

400

R.O.

3600

440

R.O.

2200

800

R.O

.

3600

R.O.

3600 650650

R.O.

3600

R.O

.

1000

500

50R.

O.

1000

R.O

.

1000

100

R.O

.

1000

5050

0R.

O.

1000

R.O

.

1000

200

R.O

.

1000

470

R.O

.

2200

460

Upper Landing

step

in u

nits

1360

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

10/12/2020

PD204

DIMENSION PLANS STAGE 2&3

HABITATPALMER STREET, TE AWAMUTU

PRELIMINARY DESIGN

495-01SCALE 1 : 100GROUND FLOOR DIMENSION PLAN

SCALE 1 : 100FIRST FLOOR DIMENSION PLAN

Refer to Site Plan forRefer to Site Plan forRefer to Site Plan forRefer to Site Plan forbuilding orientation (varies)building orientation (varies)building orientation (varies)building orientation (varies)

Page 24: PALMER STREET, TE AWAMUTU

2407mm high GIB 13mm Aqualine ceiling lining level 4 paint finish

10° sloped 6mm James Hardie Villaboard soffit or sim.

2407mm high GIB 13mm Standard ceiling lining level 4 paint finish

Steel Shroud

Balcony over (no soffit)

Balcony over (no soffit)

Stairwell Void

Balcony over (no soffit)

100DP

100DP

100DP

10.0°

10.0°

10.0°

10.0°

Stee

l Shr

oud

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

INF

OR

MA

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Y -

NO

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

10/12/2020

PD205

REFLECTED CEILING PLANS STAGE 2&3

HABITATPALMER STREET, TE AWAMUTU

PRELIMINARY DESIGN

495-01

REFLECTED CEILING KEY

SCALE 1 : 100GROUND FLOOR REFLECTED CEILING PLAN

SCALE 1 : 100FIRST FLOOR REFLECTED CEILING PLAN - PD

Page 25: PALMER STREET, TE AWAMUTU

PD3012PD301 4

PD301

1

PD301

3

3PD401

2PD401

Exte

rnal

Gut

ter

Exte

rnal

Gut

ter

Roof area = 228m2 approx.

1PD401

7411_4.1Powder-coated metalspouting

7411_4.1Powder-coated metalspouting

4311_4.2 Flashings

4311_4.2 Flashings

4311_4.2 Flashings

4311_4.1 Roofing -metal profiled roofing

4311_4.1 Roofing -metal profiled roofing

7411_4.3Powder-coated metaldownpipes (100Ø)

7411_4.3Powder-coated metaldownpipes

7411_4.3Powder-coated metaldownpipes (100Ø)

(100Ø)

10.0° 10.0°

Ridg

e

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

INF

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

10/12/2020

PD206

ROOF PLAN STAGE 2&3

HABITATPALMER STREET, TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100ROOF PLAN

Page 26: PALMER STREET, TE AWAMUTU

0.000GROUND FLOOR

2.800FIRST FLOOR

W1.01

WG.02

WG.13

W1.11

WG.01

7411_4.3Powder-coated metaldownpipes

4221AV_4.2 Vulcancladding

4521AR Apl residentialaluminium windows &doors

4851_4.2 Verticalaluminium balustrade

4521AR Apl residentialaluminium windows &doors

4311_4.2 Flashings

4311_4.2 Flashings

WNDWSHRD Steelshroud

4521AR_4.25 Aplresidential hinged door

WNDWSHRD Steelshroud

LANBRCK Brick cladlandscaping wall to matchbrick cladding

10.0° 10.0°7411_4.1Powder-coated metalspouting

4221AV_4.2 Vulcancladding

4311_4.2 Flashings

0.000GROUND FLOOR

2.800FIRST FLOOR

4231HA James hardie®axon™ panel cladding

4521AR Apl residentialaluminium windows &doors

7411_4.3Powder-coated metaldownpipes

4231 Fibre cement sheetcladding

4231 Fibre cement sheetcladding

LANBRCK Brick cladlandscaping wall to matchbrick cladding

4261 Brick veneercladding

4231 Fibre cement sheetcladding

W1.12

WG.14

W1.02

WG.03

W1.03

WG.04

W1.04

WG.05

4311_4.2 Flashings

7411_4.1Powder-coated metalspouting

4311_4.1 Roofing -metal profiled roofing

4311_4.2 Flashings

4311_4.2 Flashings

WNDWSHRD Steelshroud

0.000GROUND FLOOR

2.800FIRST FLOOR

4311_4.2 Flashings

4221AV_4.2 Vulcancladding

4521AR Apl residentialaluminium windows &doors

W1.05

WG.06

W1.06

WG.074383 Timber decking

7411_4.1Powder-coated metalspouting

10.0°10.0°

LANBRCK Brick cladlandscaping wall to matchbrick cladding

7411_4.3Powder-coated metaldownpipes

4851_4.2 Verticalaluminium balustrade

0.000GROUND FLOOR

2.800FIRST FLOOR

W1.07

WG.08

W1.08

WG.09 WG.10

W1.09

WG.11

W1.10

WG.12

4231HA James hardie®axon™ panel cladding

4261 Brick veneercladding

LANBRCK Brick cladlandscaping wall to matchbrick cladding

4521AR Apl residentialaluminium windows &doors

4231HA James hardie®axon™ panel cladding

4311_4.2 Flashings

7411_4.1Powder-coated metalspouting

4311_4.2 Flashings 4311_4.2 Flashings

4311_4.2 Flashings 4311_4.1 Roofing -metal profiled roofing

7411_4.3Powder-coated metaldownpipes

LANBRCK Brick cladlandscaping wall to matchbrick cladding

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

INF

OR

MA

TIO

N O

NL

Y -

NO

T F

OR

CO

NS

TR

UC

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N

original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

10/12/2020

PD301

ELEVATIONS STAGE 2&3

HABITATPALMER STREET, TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 100ELEVATION 1

SCALE 1 : 100ELEVATION 2

SCALE 1 : 100ELEVATION 3

SCALE 1 : 100ELEVATION 4

Refer to Site Plan forRefer to Site Plan forRefer to Site Plan forRefer to Site Plan forcontours (varies)contours (varies)contours (varies)contours (varies)

Page 27: PALMER STREET, TE AWAMUTU

0.000GROUND FLOOR

2.800FIRST FLOOR

FL to

u/s

ide

of b

atte

ns

2420

380

TBC

FL to

u/s

ide

of b

atte

ns

2420

Unit 6

Living/Dining

Unit 3

Living/Dining

W1.

12

D6.01

D3.01

Truss roof

4711P_4.1 Pink®batts® classic ceilinginsulation

5113G Gib plasterboardlinings

4711P_4.2 Pink®batts® classic wallinsulation

7411_4.3Powder-coated metaldownpipes4231HA James hardie®axon™ panel cladding

4261 Brick veneercladding

4261 Brick veneercladding

4231HA James hardie®axon™ panel cladding

4521AR Apl residentialaluminium windows &doors

SED subfloor / piles100CS

W1.01

WG.02

WG.01

WNDWSHRD Steelshroud

7411_4.1Powder-coated metalspouting

4311_4.1 Roofing -metal profiled roofing

4311_4.2 Flashings

10.0°10.0°

Site contours vary

Garden (varies)

0.000GROUND FLOOR

2.800FIRST FLOOR

Truss roof

4231HA James hardie®axon™ panel cladding

5113G Gib plasterboardlinings

5113G Gib plasterboardlinings

4261 Brick veneercladding

SED subfloor / piles

100CS

FL to

u/s

ide

of b

atte

ns

2420

380

TBC

FL to

u/s

ide

of b

atte

ns

2420

Unit 4

Living/Dining

Unit 1

Living/Dining

Unit 5

Living/Dining

Unit 2

Living/Dining

Intertenancy Wall

4711P_4.1 Pink®batts® classic ceilinginsulation

4711P_4.2 Pink®batts® classic wallinsulation

WG.07 WG.06

WG

.05

W1.06 W1.05

W1.

04

4521AR Apl residentialaluminium windows &doors

7411_4.1Powder-coated metalspouting

4311_4.1 Roofing -metal profiled roofing

4311_4.2 Flashings

10.0° 10.0°

Site contours vary

0.000GROUND FLOOR

2.800FIRST FLOOR

Truss roof

FL to

u/s

ide

of b

atte

ns

2420

380

TBC

FL to

u/s

ide

of b

atte

ns

2420

Unit 6

Living/Dining Bathroom Bedroom

4239JH_4.1Villaboard™ soffit lining

4521AR Apl residentialaluminium windows &doors

4221AV_4.2 Vulcancladding

4383 Timber decking

2200

4851_4.2 Verticalaluminium balustrade

Stairwell

Unit 3

Living/Dining Bathroom Bedroom

Bathroom

Bathroom

Bedroom

Bedroom

Unit 4

Living/Dining

Unit 1

Living/Dining

SED subfloor / piles100CS

Chanel drain 100CS

Chanel drain

100CS

1000

min

20mm Pavers

20mm Pavers

1000

min

5113G Gib plasterboardlinings

WG.09WG.10

WG.11

WG.12WG

.13

WG

.07

W1.

11

W1.

06

W1.09

W1.10

WG.08

W1.07

W1.08

4711P_4.2 Pink®batts® classic wallinsulation

4711P_4.1 Pink®batts® classic ceilinginsulation

4311_4.2 Flashings

5113G Gib plasterboardlinings

5113G Gib plasterboardlinings

4311_4.1 Roofing -metal profiled roofing

FL to

u/s

ide

of b

atte

ns

5220

FramingFramingFramingFramingSteel or timber framing to be confirmed. Dependant on selected main contractor.

Fire Resistance RatingsFire Resistance RatingsFire Resistance RatingsFire Resistance RatingsTo be confirmed by Fire Engineer

InsulationInsulationInsulationInsulationRoof: R3.2 min. batts insulationWalls: R2.2 min. batts insulationTimber floor: R1.5 min. batts insulationConcrete slab insulation: (Optional)- TBC

PinkBatts indicatively labelled - can be substituted for comparable batt product

Intertenancy RequirementsIntertenancy RequirementsIntertenancy RequirementsIntertenancy RequirementsTo comply with NZBC G6 Airborne and Impact Sound requirements (in addition to Fire Engineers requirements).

NZBC G6 minimum requirements: Sound Transmission Class of walls, floors and ceilings to be no less than 55. Impact Insulation Class of floors to be no less than 55.

Intertenancy floors and walls to be formed using selected systems from the latest GIB Noise Control Manual Systems to minimum Fire and Acoustic requirements.

Extent of intertenancy walls TBC

Site ExcavationSite ExcavationSite ExcavationSite ExcavationVolume of excavation to be confirmed once cut out depths and remediation strategy confirmed with Structural, Geotechnical and Environmental Engineers

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

INF

OR

MA

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N O

NL

Y -

NO

T F

OR

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

10/12/2020

PD401

SECTIONS STAGE 2&3

HABITATPALMER STREET, TE AWAMUTU

PRELIMINARY DESIGN

495-01

SCALE 1 : 50CROSS SECTION 1

SCALE 1 : 50CROSS SECTION 2

SCALE 1 : 50CROSS SECTION 3

Page 28: PALMER STREET, TE AWAMUTU

S

A

F = Denotes fixed glazing

= Denotes awning window

= Denotes grade A safety glazing as per NZS 4223

GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES---- All dimensions indicate rough opening sizes unless stated otherwise.-Schedule to be read as if viewing the unit from outside the building and inconjunction with floor plan for door locations, direction of door swings etc.- Entry door to have proprietary peep hole- Refer to Architectural Specifications for further information on selections-Interior timber door frames to be 30mm pre-primed dressed Radiata Pine unless otherwise noted.-Interior door architraves TBC-Fire requirements to be confirmed-Fill and sand all fixing holes prior to painting- Refer to Door Hardware schedule for hardware selections-Lever handles mounted at 1000 above floor level.-All openings are to be site measured prior to fabrication-Where doors are specified as paint finish and are within painted walls, doors to be colour matched to walls, unless otherwise noted.-All flashings to Aluminium window/door units and hardware is to match windowand door joinery colour.-All windows to have clear double glazing unless stated otherwise. Confirm withclient prior to fabrication.-Fabrication and installation of glass to comply with NZBC E2 & F2, and NZS4223(including Part 3- Human Impact Safety). Thickness of glazing to be appropriateweight for size to NZS4223.-Opening windows with sill heights under 760mm (if applicable) and a potential fall height ofover 1000mm to comply with NZBC F4/AS1 2.0 opening windows. To be fittedwith restrictors that limit the passage of a 100mm sphere.

A

S F

2200

700

1500

1000

A

1200

1000

1000

2200 A F

2200

1200

1000

2200

5000

2200

600

2200

1000

F

F

FS

S

S

S S SF

2200

3600

120012001200

SS F

2490

2200

960 1240

1400

800

1000

2200

1000

1000

2000

1300900

2200

F

1000

1000

600 2400 600

3600

2000

F

The Riverbank Lane 298 Victoria Street Hamilton NZ (07) 839 0095

REV

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original sheet size A1

1. All construction to be in accordance with relevant NZ Standards, NZBC and local authority requirements.

2. All dimensions are in millimetres unless stated otherwise. Use written dimensions, do not scale off drawings.

3. The contractor shall check and verify all dimensions, levels and angles on-site prior to commencing any work.

4. The contractor must notify the architect of any discrepancies in the documents and / or site conditions for clarification.

5. Keynotes to be read in conjuction with the Architectural Specification and the Architectural Schedules:

Keynote Number - architectural specification section _ clause Keynote Titles - architectural specification clause heading

6. All drawings to be read in conjuction with the following consultants documentation: Surveyor - Align Surveyors | Structural, Civil, Geotechnical - BCD Group | Mechanical -All Seasons Air | Electrical - Feisst Electrical | Hydraulics - Fliud | Fire Engineering -On Fire | Fire Protection - Select Alarms | Acoustics - BBA.

7. All work to be in accordance with the approved conditions of the Land Use Resource Consent __.

REFPROJECT

SHEET

10/12/2020

PD701

WINDOW & DOOR SCHEDULES STAGE2&3

HABITATPALMER STREET, TE AWAMUTU

PRELIMINARY DESIGN

495-01

Exterior windowsExterior windowsExterior windowsExterior windows

Interior doorsInterior doorsInterior doorsInterior doors

FGL

Type W01Type W01Type W01Type W01WG.03, WG.09, WG.11, W1.02, W1.08, W1.09, WG.14

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Type W02Type W02Type W02Type W02WG.04, WG.08, WG.12, W1.13, W1.07, W1.10

Frame: APL Residential series - awning sash, powdercoat finishGlazing: Double glazing

Type W03Type W03Type W03Type W03WG.05, W1.04

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Type W05Type W05Type W05Type W05WG.06, WG.07, WG.13, W1.05, W1.06, W1.11

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Type W08Type W08Type W08Type W08WG.01

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Type W04Type W04Type W04Type W04WG.10

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Type W06Type W06Type W06Type W06WG.02

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Type W07Type W07Type W07Type W07W1.01

Frame: APL Residential series - awning sash, powdercoat finishGlazing: Double glazing

Type W09Type W09Type W09Type W09W1.12

Frame: APL Residential series - awning sash / fixed window, powdercoat finishGlazing: Double glazing

Door Schedule

Mark Size Construction Type Finish Location

Door Schedule

Mark Size Construction Type Finish Location

D1.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe

D2.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe

D3.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe

D4.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe

D5.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe

D6.04 2 / 760 x 2200 Hollow core double sliding wardrobe doors Paint Wardrobe

Door Schedule

Mark Size Construction Type Finish Location

D1.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom

D1.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom

D2.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom

D2.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom

D3.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom

D3.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom

D4.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom

D4.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom

D5.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom

D5.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom

D6.02 810 x 2200 (hc) Hollow core flush hinged door Paint Bathroom

D6.03 810 x 2200 (hc) Hollow core flush hinged door Paint Bedroom

Door Schedule

Mark Size Construction Type Finish Location

D1.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance

D2.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance

D3.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance

D4.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance

D5.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance

D6.01 810 x 2200 (sc) Solid core flush hinged door Paint Unit Entrance