11 Unit 2 Elevations 02 - City of Clarence€¦ · 106-da04 unit 1 - proposed floor plan 1 106-da05 unit 1 - elevations 01 1 106-da06 unit 1 - elevations 02 1 106-da07 unit 1 - elevations
12
DEVELOPMENT APPLICATION PDPLANPMTD-2019/005718 APPLICANT: J Ferguson PROPOSAL: 2 Multiple Dwellings (1 existing + 1 new) LOCATION: 35 Schouten Street, WARRANE RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015 ADVERTISING EXPIRY DATE: 20 February 2020 In addition to the Application Form(s), Certificate of Title(s) and any associated consent documents the following information is available on request: • Nil The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park, during normal office hours until 20 February 2020. Any person may make representations about the application to the General Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be received by Council on or before 20 February 2020. To enable Council to contact you if necessary, would you please also include a day time contact number in any correspondence you may forward. Any personal information submitted is covered by Council’s privacy policy, available at www.ccc.tas.gov.au or at the Council offices.
106-DA03 EXISTING DWELLING EXISTING / DEMOLITION PLAN 1
106-DA04 UNIT 1 - PROPOSED FLOOR PLAN 1
106-DA05 UNIT 1 - ELEVATIONS 01 1
106-DA06 UNIT 1 - ELEVATIONS 02 1
106-DA07 UNIT 1 - ELEVATIONS 03 1
106-DA08 UNIT 1 - ELEVATIONS 04 1
106-DA09 UNIT 2 - PROPOSED FLOOR PLAN 1
106-DA10 UNIT 2 - ELEVATIONS 1
106-DA11 UNIT 2 - ELEVATIONS 1
DRAWINGDWG. No.
PROPOSED DEVELOPMENT
at 35 SCHOUTEN STREET, WARRANE
for C AHEREN
ISSUE
JOB #
106
Land title reference number: 63452/12
Site area: 742 m²
\\
\\
\\
\
DA02. SITE PLAN 1:200
EXISTING SITE COVERAGE
SCHEDULE OF PROPOSED WORKS
A
B
PROPOSED SITE COVERAGE
PLUMBING LEGEND
SIT
E P
LA
N
DA
02
1:2
00
@ A
3
2
PR
OP
OS
ED
D
EV
EL
OP
ME
NT
at 3
5 S
CH
OU
TE
N S
TR
EE
T
WA
RR
AN
E
fo
r C
A
HE
RN
E
Draw
ing:
Project:
DA
TE
:D
RA
WN
:
SC
ALE
:D
WG
. N
o.:
J.F
.
23.01.2020
10
6
SHEET No. OF 11
C
S
C
H
O
U
T
E
N
S
T
R
E
E
T
W
A
R
R
A
N
E
B
B
A
PROPOSED SITE COVERAGE - 35 A
PROPOSED SITE COVERAGE - 35 B
AutoCAD SHX Text
EX. TOTAL SITE COVERAGE (including garage & shed) = 92 +/- sqm. = 92 +/- sqm. 12.4% OF TOTAL SITE AREA
AutoCAD SHX Text
OUTLINE OF EXISTING / PROPOSED UNIT 1
AutoCAD SHX Text
PROPOSED DRIVE WAY / CARPARKING
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROPOSED TOTAL SITE COVERAGE = 187 +/- sqm. 25% OF TOTAL SITE AREA
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SEWER PIPES TO BE DWV PVC-U CLASS PVC-U CLASS SN6 @ Min. 1.65% (to AS/NZS 1260:2009). PIPE SIZE 100mm
AutoCAD SHX Text
STORMWATER PIPES TO BE PVC-U Class PVC-U Class SN4 @ Min. 1% (to AS/NZS 1254:2010). DOWN PIPE SIZE 90mm / PIPE SIZE 100MM
AutoCAD SHX Text
PLANNING DRAWING SET.
AutoCAD SHX Text
A.
AutoCAD SHX Text
-
AutoCAD SHX Text
COUNCIL RFI's
AutoCAD SHX Text
B
AutoCAD SHX Text
23.01.2020
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
'ACO' GRATED PIT TYPE 45 Size: 450mm SQ. x 600mm (D). Grate: Type 45 Galvanised Heelguard Grate. Min. Load Class: B (80 kN).
AutoCAD SHX Text
P B 6.4M
AutoCAD SHX Text
PROPERTY BOUNDARY 39.801M
AutoCAD SHX Text
PROPERTY BOUNDARY 18.592M
AutoCAD SHX Text
PROPERTY BOUNDARY 38.862M
AutoCAD SHX Text
P B 6.4M
AutoCAD SHX Text
P B 6.4M
AutoCAD SHX Text
PROPOSED UNIT 2
AutoCAD SHX Text
EASEMENT 1.828M
AutoCAD SHX Text
VEHICLE PASSING AREA. (EXISTING CROSS OVER TO BE WIDENED TO 6.0 METERS).
AutoCAD SHX Text
EXISTING STORMWATER 150mm
AutoCAD SHX Text
EX. DP
AutoCAD SHX Text
UNIT 2: PRIVATE OPEN SPACE.
AutoCAD SHX Text
UNIT 1: PRIVATE OPEN SPACE.
AutoCAD SHX Text
PROPOSED DOWN PIPE TO 1500L WATER TANK.
AutoCAD SHX Text
PROPOSED DOWN PIPE
AutoCAD SHX Text
SUB-SURFACE AGG' DRAIN 600 DEEP, CENTERED BETWEEN DECK FOOTINGS AND NO CLOSER TO 1500mm FROM DWELLING FOOTINGS. REFER TO DETAIL.
AutoCAD SHX Text
CAR PARK. UNIT A
AutoCAD SHX Text
CAR PARK. UNIT A
AutoCAD SHX Text
CAR PARK. UNIT B
AutoCAD SHX Text
UNIT A & UNIT B VISITOR CAR PARK.
AutoCAD SHX Text
UNIT 1: WASTE STORAGE AREA.
AutoCAD SHX Text
UNIT 2: WASTE STORAGE AREA.
AutoCAD SHX Text
EXISTING 20mm WATER CONNECTION TO BE RETAINED TO SERVICE UNIT 1.
AutoCAD SHX Text
DN250 AC WATER MAIN
AutoCAD SHX Text
NEW ID20mm STANDARD WATER CONNECTION TO UNIT 2 BY TASWATER AT DEVELOPERS COST.
AutoCAD SHX Text
PROPOSED TOTAL SITE COVERAGE (Proposed Site Area 364+/-) (excluding uncovered deck) =92 +/- sqm. =92 +/- sqm. 25.2 % OF TOTAL SITE AREA
AutoCAD SHX Text
PROPOSED TOTAL SITE COVERAGE (Proposed Site Area 378+/-) (excluding uncovered deck) = 95 +/- sqm. = 95 +/- sqm. 25% OF TOTAL SITE AREA
AutoCAD SHX Text
PROPOSED STRATA BOUNDARY
AutoCAD SHX Text
PROPOSED STRATA BOUNDARY
AutoCAD SHX Text
WHEEL STOP (KERB 100mm) WHERE DROP IS LESS THAN 600mm
AutoCAD SHX Text
WHEEL STOP (KERB 100mm) WHERE DROP IS LESS THAN 600mm
AutoCAD SHX Text
TO PREVENT DRIVEWAY WATER RUN OFF A 100MM KERB IS TO BE CONSTRUCTED TO DIRECT WATER TO GRATED PITS. CURBS TO BE CONSTRUCTED AT ALL DRIVEWAY LOW LEVELS.
AutoCAD SHX Text
DRIVEWAY TO BE OFFSET 1+METER TO BOTH EXISTING AND PROPOSED DWELLINGS GLAZED OPENINGS. WINDOWS WITH A SILL HEIGHT OF LESS THAN 1.7M TO HAVE OBSCURE GLAZING.
AutoCAD SHX Text
1.7M HIGH PRIVACY SCREEN.
AutoCAD SHX Text
EXTENT OF SHARE DRIVEWAY SHOWN DASHED.
AutoCAD SHX Text
EXTENT OF SHARE DRIVEWAY SHOWN DASHED.
AutoCAD SHX Text
EXISTING STORM WATER MAN HOLE. LOCATED ON SITE.
AutoCAD SHX Text
EXISTING STORM WATER. LOCATED ON SITE. PROPOSED DWELLING 1000mm MINIUMUM OFFSET
HARDIES CEMENT SHEETING. 7.5mm PAINT FINISH AS SELECTED.
AutoCAD SHX Text
ALUMINIUM WINDOW & DOOR FRAMES. Finish: FINISH AS SELECTED.FINISH AS SELECTED.
AutoCAD SHX Text
EXISTING DWELLING
AutoCAD SHX Text
SHADOW CLAD WALL SHEET Finish: PAINT AS SELECTEDPAINT AS SELECTED
AutoCAD SHX Text
0.42mm BMT 'CUSTOM ORB' ROOF SHEETING. Pitch: 22.5 . 22.5°.Finish: COLORBOND FINISH AS SELECTED.COLORBOND FINISH AS SELECTED.
AutoCAD SHX Text
BRICKW230 x 110 x 76mm FACE BRICKWORK. Finish: AS SELECTED.AS SELECTED.
AutoCAD SHX Text
PLANNING DRAWING SET.
AutoCAD SHX Text
A.
AutoCAD SHX Text
-
AutoCAD SHX Text
COUNCIL RFI's
AutoCAD SHX Text
B
AutoCAD SHX Text
23.01.2020
AutoCAD SHX Text
NATURAL GROUND LINE
AutoCAD SHX Text
F.C.L. 103.65
AutoCAD SHX Text
F.F.L. 101.25
AutoCAD SHX Text
NATURAL GROUND LINE
AutoCAD SHX Text
SHAPE GROUND AWAY FROM DWELLING 50mm OVER THE FIRST METRE, AND SHAPE AWAY TO PREVENT SURFACE WATER PONDING ABOUT FOOTINGS.
AutoCAD SHX Text
F.C.L. 103.65
AutoCAD SHX Text
F.F.L. 101.25
AutoCAD SHX Text
PITCH 5°
AutoCAD SHX Text
PITCH 15°
AutoCAD SHX Text
CORNER OF ROOF STRUCTURE THAT IS DEPICTED AS OUTSIDE OF BUILDING ENVELOPE IN THIS VIEW (ELEVATION) IS IN FACT FURTHER UP THE SITE AND IS WITHIN BUILDING ENVELOPE.
AutoCAD SHX Text
SILL OF WINDOW 1.7+ METERS ABOVE NATURAL GROUND LEVEL.
AutoCAD SHX Text
SILL OF WINDOW 1.7+ METERS ABOVE NATURAL GROUND LEVEL.
HARDIES CEMENT SHEETING. 7.5mm PAINT FINISH AS SELECTED.
AutoCAD SHX Text
ALUMINIUM WINDOW & DOOR FRAMES. Finish: FINISH AS SELECTED.FINISH AS SELECTED.
AutoCAD SHX Text
EXISTING DWELLING
AutoCAD SHX Text
SHADOW CLAD WALL SHEET Finish: PAINT AS SELECTEDPAINT AS SELECTED
AutoCAD SHX Text
0.42mm BMT 'CUSTOM ORB' ROOF SHEETING. Pitch: 22.5 . 22.5°.Finish: COLORBOND FINISH AS SELECTED.COLORBOND FINISH AS SELECTED.
AutoCAD SHX Text
BRICKW230 x 110 x 76mm FACE BRICKWORK. Finish: AS SELECTED.AS SELECTED.
AutoCAD SHX Text
PLANNING DRAWING SET.
AutoCAD SHX Text
A.
AutoCAD SHX Text
-
AutoCAD SHX Text
COUNCIL RFI's
AutoCAD SHX Text
B
AutoCAD SHX Text
23.01.2020
AutoCAD SHX Text
NATURAL GROUND LINE
AutoCAD SHX Text
F.C.L. 103.65
AutoCAD SHX Text
F.F.L. 101.25
AutoCAD SHX Text
F.C.L. 103.65
AutoCAD SHX Text
F.F.L. 101.25
AutoCAD SHX Text
NATURAL GROUND LINE
AutoCAD SHX Text
SHAPE GROUND AWAY FROM DWELLING 50mm OVER THE FIRST METRE, AND SHAPE AWAY TO PREVENT SURFACE WATER PONDING ABOUT FOOTINGS.
AutoCAD SHX Text
PITCH 15°
AutoCAD SHX Text
CORNER OF ROOF STRUCTURE THAT IS DEPICTED AS OUTSIDE OF BUILDING ENVELOPE IN THIS VIEW (ELEVATION) IS IN FACT FURTHER UP THE SITE AND IS WITHIN BUILDING ENVELOPE.