Apsley St V1 Concept Plan (1).pdf

Layout Templat e Version 15/
06

LEGEND

W in

LEGEND.
Sewer Pipe

ter

W in ter

Sum

mer

Su mme
r

North
North

developed length:
(approx) xxm

S/W Pipe

developed length:
(approx) xxm

Down Pipe

DP

Gully Trap

GT

Terminal Vent

TV

SITE PLAN NOTES
Refer to Drainage Plan for specific drainage
information
Refer to sediment control plan in specification and
implement where required.
Driveway – By Stonewood Homes Ltd as shown OR
Driveway and Sump not part of this building
consent
Convey surface water from sealed drive areas to an
appropriate approved outfall.
Dimensions are shown to cladding face
Resource Consent Issues:
1/ No RC Issues known

54. 7m Boundary Line (rec ession plane 54° @ 2.5m)

Driveway 77m² approx

19. 2m Boundary Line (rec ession plane 50° @ 2.5m)

8 107

5 467

SITE INFORMATION
Zone
Wind
Earthquake
Durability
Snow

3
Medium
1
B
N 4 at 50m (up to 0.9 kPa)

1 480

FFL subject to site levels
min 225mm to ground
min 150mm to paved ground

17. 5m Boundary Line (rec ession plane 49° @ 2.5m)

4 033

Apsley Street

BUILDING AREA AND SITE COVERAGE
Net Site Area =

496m²

Building Area (O/V) =
(Includes covered areas)

169.06m²

Actual Site Coverage=

34.08%

1 480
1 500

1 500

1 497

X:\Plans\South Canterbury\2017\Apsley Street\Core Windsor 171 Hip PLAN. layout

23. 00m Boundary Line (recession plane 36° @ 2.5m)

Signed:

Stonewood Homes Sout h Canterbury Ltd
26 Arthur Street, P.O Box 4077
Timaru, New Zealand.
Mobile: +64 27 687 5005
Phone: +64 3 688 2471
Fax:
+64 3 688 2472
Email: chris.karton@stonewood.co.nz
Website: www.stonewood.co.nz

Dat e:

Client :
SITE PLAN
Stonewood Homes
Dr awn By
Che cked By
Proposed Dwelling at:
Craig Garner
XXXX XXXXX
10 Apsley Street, Glenwood, Timaru Standard Plan
Print D ate Sales
2/20/ 2017
Wi ndsor 171 Hip
CK
Subdivision of Lot 7, DP 2980

LBP #

XXXXXX
Scale at A3
1: 200

Job Num ber

Version

Revision

Sheet

XXXXXX

A

1

3

Th is plan is develop ed for the purch ase r and is copyright to
Version:
Stonew ood Ho mes NZ Ltd.
All dimensions and levels ar e to b e ch ecked a nd verified on site by
contr acto r prior to comme nce ment of a ny wo rk

OF

CONCEPT

7