lot90fairview estate turnberry close katikati · 2017. 5. 18. · proposed new residencefor: 13...

PROPOSED NEW RESIDENCE FOR:

13 / 90FV

Turnberry Close

Katikati

Lot 90 Fairview Estate

THIS PLAN IS THE PROPERTY OF GH TAURANGA LTD. ANDMUST NOT BE COPIED NOR USED BY ANY THIRD PARTYWITHOUT THE CONSENT OF THE COMPANY

design and documentation by:

p.o box 884 TAURANGA Ph (07) 578 3792 - 027 623 8610

13 / 90FV

www.davista.biz

job no:

davista architecture ltd

Plan 2

Sheet Index

Layout ID

01

02

03

04

05

06

07

08

09

10

11

12

13

Layout NameCover

Site Plan

Foundation Plan

Floor Plan

Electrical Plan

Roof Plan

Elevations

Section + Details

Details 01 - Footings

Details 02 - Roofing

Details 03 - Fixing

Details 04 - Bracing

Details 05 - Bathroom + HWC

Landscape Plan

DESIGN

Site Plan

DRAWN

DATE

CHECKED

SHEET

Marc R. Vale

4/03/2014

Lot 90 Fairview EstateTurnberry Close - Katikati

Colin J. Davis

Colin J. Davis

01GH TAURANGA LTD.

CLIENT

SCALE

1:100, 1:25

NOTE:It is the contractors responsbility to checkand verify all dimensions and levels on site

before commencing any works

© THIS PLAN IS THE PROPERTY OF GH TAURANGA LTD.AND MUST NOT BE COPIED NOR USED BY ANY THIRDPARTY WITHOUT THE CONSENT OF THE COMPANY

Plan 2 13 / 90FV

GT

GT

IP

DP

29° 55' 00"16.860m

19.810m, 121° 38' 00"

CH 52° 13' 00"A10.920CH

4° 57' 0

0"

A10.920

CH 137° 4

1' 00"

A10.920

CH 90° 24' 00"A10.920

DP

DPDP

GT

GT

IP

IP

IP

IP IP

IP

IP

Engineered Retaining W

all

850 - 380mm high

0101

4,078

4,089

4,234

2,1195,819

7,404

5,480

1500 to gutter

RL 20.100

RL 20.040RL 21.550

RL 21.280

RL 21.080

RL 21.220

RL 20.780

RL 20.340

RL 20.065 (Point B)

RL 20.300 (Point A)

RL 21.420 (Point C)

39.0 m2

Strip drain to front

80mmterminal

vent

POWERCONNECTION

20mm HWC dischargeto 1.2m deep soakholewith drainage material

50Ø

'A'

COVERAGE AREA =155.1m² (Area Over Brick)

55% of 470m² = 258.5m²

drive falls

GLE

NEA

GLE

S DRIVE

SW MH

LL 20.11

SS MH

LL 20.120

T/A SEWER LIN

E

T/A STORMW

ATER LINE

T/A SE

WER

LINE

T/A STORM

WATER

LINE

TURNBERRY CLOSE

MUIRFIELD CRESCENT

LOT 90DP 328738Area = 470m²

N O R T

H

T/A STORMW

ATER LINE

MANAGING SEDIMENT POLLUTIONEarth bunds and silt fence to be installed to manage stormwater runoff and conect to kerb

Temporary downpipes and surface drainsTemporary downpipes should be fitted as soon as the roof is installedand directed to the clean water system to further reduce nuisance.

Stabilised construction entrancewayA stabilised construction entranceway should be built using crushedrock aggregate before construction vehicles enter the site to preventtracking of dirt onto the road and into the stormwater network.Minimum 3m wide and 100mm deep.

Install private stormwater reticulationInstall private stomwater reticulation to enable clean stormwater tobe discharged to the council stormwater network or soak holes.

Silt Fence (Sloping Sites)Silt fences are useful for small disturbed areas. For steep slopes,use more than one silt fence and decrease spacing between fencesas the slope increases.

RL 20.100

All levels are in terms of the Motoriki datum,Contour lines are at 100mm intervals.

FFL 20.850

SEWERCONNECTION

100mm SOIL DRAIN - 1:60 FALL

SITE PROFILE / LONGITUDINAL DRAINAGE

100mm dia. UPVC soil drain

T/A SEWERCONNECTION

T/A STORMWATERCONNECTION

STORMWATER DRAIN LENGTH - 46.54LMSOIL DRAIN LENGTH - 28.29LMPOWER LINE LENGTH - 10.02LM

ALL DRAINAGE TO G 13 / AS1

MINIMUM GRADIENT OF DISCHARGE PIPES1:20 for 32mm diameter pipes1:40 for 65mm diameter and under1:60 for 100mm diameter and under

RL 21.420

(Point C)

FFL 20.850PROPOSED RESIDENCE

Soil

SW -100mm dia. UPVC Stormwater drain

-TA Stormwater drain

-TA Sewer drain

100mm dia. UPVC SW drain - Min 1:120 Fall

50Ø50Ø

40Ø

100Ø

40Ø

40Ø

50Ø

100Ø

100m

m dia

. UPV

C SW

drain

- Min 1

:120 F

all

100m

m dia

. UPV

C SW

drain

- Min 1

:120 F

all

100m

m dia

. UPV

C soil d

rain

Cess Pit

Cess Pit

sump to drive

sump to lawn

novaflow from

retaining wall to

discharge into

air admittancevalve as vent

100 mm dia

Novaflow drain to

behind retaining

wall

DP

ORG

IP

KEY

-Inspection Point

-ground level fixtures

-Ø80mm down pipe

- Overflow Relief Gully

-100mm dia. UPVC soil drain

400

1,100

850 max150Ø H5 timber Posts @1200crs

H4 timber boards continuousover 2 posts minimum

400Ø concrete encasement17.5MPa min.

100Ø draincoil drainagemedium & Filter wrap

Drainage Material

Clay or topsoil

3°

01 Engineered Retaining Wall1:25

DESIGN

Electrical Plan

DRAWN

DATE

CHECKED

SHEET

Marc R. Vale

4/03/2014


Colin J. Davis

Colin J. Davis

04GH TAURANGA LTD.

CLIENT

SCALE

1:50




Plan 2 13 / 90FV

810

810

G95

G95

G19

G9G9 OS

G5

G6

2 / 610

810810

2 / 410

G17

G3

810

8102 / 610610

2100 x 4800 section lift door

2 / 710

G9

G25 O

G25

GED

2

ht

ht

htr

htr

ph

2

s

2tv

tv

ph

s

22

ph

tv

2

ex.

d2d

14,550

6,240

1,180

3,520

10,940

14,550

10,240

700

10,940

3,910 4,540 2,770 3,330

400

5.80 x 5.82m

4.12 x 4.69m

(for garagedoor opener)

1675 bath

3.12 x 3.18m 2.99 x 3.20m

LINEN

LIVING

LDY

ENTRY

BATH

GARAGE

BEDROOM 1

E/S

BEDROOM 2 BEDROOM 3

DINING

ST 180lt.HWC

WR WR

3.20 x 3.86m

3.48 x 4.21m

2100 x 4800 section lift door

Area over Brick - 154.6 m²Area over Framing- 148.30 m²

1ELEVATIONS

324

Ceiling extractor fanExterior power point

Wall switch

PIR sensor

Ceiling light - recessedCeiling light

2 way wall switch

Single socket outlet

Exterior hose tapHeated towel rail

htr

Double socket outlettv TV ariel outletph Phone jack points Smoke alarm

Meter board

ht

Dimmer switch

Wall light

ELECTRICAL

Dimmer switch - 2 way

2

WR

KITCHEN

FridgeCroc

Walloven

Pantry

Sink

Refer toKitchen Layoutby HK Kitchens

PLAN 2

HPU External Heat Pump Unit

Internal HeatPump Unit

HPU

tub

hob

DWSpace

DESIGN

Elevations

DRAWN

DATE

CHECKED

SHEET

Marc R. Vale

4/03/2014


Colin J. Davis

Colin J. Davis

06GH TAURANGA LTD.

CLIENT

SCALE

1:100, 1:75




Plan 2 13 / 90FV

0207

0307

Selected powder coatedaluminium joinery

Continuous spoutingfascia/gutter systemMonier concrete tile roofing

Selected plaster finish on 70mm Kiln Brick, rakeout every third top and bottom course for drainageBrick Sill

G25 OG25 G9

25°

FFL 20.850

25°

RL 20.780

RL 21.280

0207

0307

0407


Continuous spoutingfascia/gutter system Monier concrete tile roofing

Brick sillSelected plaster finish on 70mm

Kiln Brick, rake out every third topand bottom course for drainage

G5G6

G17

GED

25° 25°

FFL 20.850

RL 20.780

RL 21.280

drive falls

max 1:10

0207

03072,

000



Selected plaster finish on 70mm Kiln Brick, rakeout every third top and bottom course for drainage Brick sill

G95 G95 G19

G3G17

25° 25°

FFL 20.850

Daylighting restriction

45°

RL 21.420

(Point C)

RL 20.300

(Point A)

A

A

0207

0307

0607

0507

2,150 to soffit

2,950 Ab

ove soffit

5,100 Bu

ilding Height

2,000



Brick sill Selected plaster finish on 70mm Kiln Brick, rakeout every third top and bottom course for drainage

100 x 25 roof plane brace

G9G9 OS

selected panelsectionlift door

FFL 20.850

25° 25°

Daylighting restriction

45°

RL 21.420

(Point C)

RL 20.650

(Point B)

A

A

G3 G5 G6 G9, G9 M, G9 OSMGED

G25 x 1G25 O x 1

G95x2G19

615615

1,000

2,150 1,

150

G17

eq. eq.

2,015

1,000

1,150

2,150

eq eq

1,815

750

2,150

715

750

2,120

eqeq

1,515

835

1,315

2,1501,360

1,330

rem 860

1,150

750

2,150 1,360

715

1,000

1,150

2,150

800rem

2,415

750

2,150 1,360

eqeq

1,615

750

2,150 1,360

BUILDING ENVELOPE RISK MATRIXElevation 1

Risk Factor Risk Severity Risk ScoreWind zone (per NZS 3604) High risk 1Number of storeys Low risk 0Roof/wall intersection design Low risk 0Eaves width Medium risk 1Envelope complexity Low risk 0Deck design Low risk 0Total Risk Score: 2







Elevation 4

Elevation 2

Elevation 3

Elevation 1

Window Schedule

NOTES:

All Glazing excluding garage to be Double Glazed.All joinery polyester powder coated

All glazing to NZS 4223:1985 Parts 1 and 2 and part 3:1993

All Glazing to bathroom / WC to be selected obscure

All Jambs clear finger jointed 18mm pine - groove for linings

O - denotes window as drawn but with obscure glass

S - denotes window as drawn but with safety glass

M - denotes window as drawn but mirrored

DIMENSIONS SHOWN ARE TRIM SIZE

DESIGN

Landscape Plan

DRAWN

DATE

CHECKED

SHEET

Marc R. Vale

4/03/2014


Colin J. Davis

Colin J. Davis

13GH TAURANGA LTD.

CLIENT

SCALE

1:100




Plan 2 13 / 90FV

29° 55' 00"16.860m

19.810m, 121° 38' 00"

CH 52° 13' 00"A10.920CH

4° 57' 0

0"

A10.920

CH 137° 4

1' 00"

A10.920

CH 90° 24' 00"A10.920

4,710

4,078

4,089

4,234

2,119

5,819

7,404

5,480

5,410

400

700

2,418 4,540 2,770 2,565

2,325

1,180

850

6001,085

6,000

1,660

4,500

1500 to gutter

10.0 m2

51.5 m228.2 m2

39.0 m2

5.4 m2

6.6 m2

1.6 m2

3/1.8m h Trellis screenson laminated posts

1.5m h stained Trellisscreens on laminated posts

Conc. Kerb35.4LM

PebbleGarden

GLE

NEA

GLE

S DRIVE

TURNBERRY CLOSE

MUIRFIELD CRESCENT

LOT 90DP 328738Area = 470m²

N O R T

HConcrete Terrace, charcoaloxide, half dose

FFL 20.850PROPOSED RESIDENCE

Concrete Terrace, charcoaloxide, half dose Concrete Driveway,

charcoal oxide, half dose

PebbleGarden

Conc. Kerb14.6LM

Tree

Letter Box Charcoal Oxide ConcreteTerrace / Driveway

Pebble Gardens

Grass LawnKerbing

1.8m Timber Fence,Alternate Pailings 0 8.0m2.0m 4.0m 6.0m 10.0m

1.0m

100mm IntervalsSCALE IN METRES FOR LANDSCAPING PLANS

'Extendaline' Clothesline

Tree

Planted Tree

Conc. Kerb5.9LM

Tree Planting as per FairviewPark covernant

Planting as per FairviewPark covernant

Concrete Terrace, charcoaloxide, half dose

lot90fairview estate turnberry close katikati · 2017. 5. 18. · proposed new residencefor: 13...

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