DEVELOPMENT APPLICATION · 2020. 12. 16. · 374 Main Road, Glenorchy PO Box 103, Glenorchy TAS...
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374 Main Road, Glenorchy PO Box 103, Glenorchy TAS 7010 (03) 6216 6800 | [email protected] www.gcc.tas.gov.au ABN 19 753 252 493 DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-20-534 PROPOSED DEVELOPMENT: Outbuilding (Residential) LOCATION: 5 Lesdelle Street Claremont APPLICANT: P & J Sheds Pty Ltd ADVERTISING START DATE: 16/12/2020 ADVERTISING EXPIRY DATE: 07/01/2021 Plans and documentation are available for inspection at Council’s Offices, located at 374 Main Road, Glenorchy between 8.30 am and 5.00 pm, Monday to Friday (excluding public holidays) and on Glenorchy City Council’s website (www.gcc.tas.gov.au) until 07/01/2021. During this time, any person may make representations relating to the applications by letter addressed to the General Manager, Glenorchy City Council, PO Box 103, Glenorchy 7010 or by email to [email protected]. Representations must be received by no later than 11.59 pm on 07/01/2021, or for postal and hand delivered representations, by 5.00 pm on 07/01/2021. Version: 1, Version Date: 10/12/2020 Document Set ID: 2923570
Transcript of DEVELOPMENT APPLICATION · 2020. 12. 16. · 374 Main Road, Glenorchy PO Box 103, Glenorchy TAS...
374 Main Road, GlenorchyPO Box 103, Glenorchy TAS 7010
(03) 6216 6800 | [email protected] www.gcc.tas.gov.au
ABN 19 753 252 493
DEVELOPMENT APPLICATION
APPLICATION NUMBER: PLN-20-534
PROPOSED DEVELOPMENT: Outbuilding (Residential)
LOCATION: 5 Lesdelle Street Claremont
APPLICANT: P & J Sheds Pty Ltd
ADVERTISING START DATE: 16/12/2020
ADVERTISING EXPIRY DATE: 07/01/2021
Plans and documentation are available for inspection at Council’s Offices, located at 374 Main Road, Glenorchy between 8.30 am and 5.00 pm, Monday to Friday (excluding public holidays) and on Glenorchy City Council’s website (www.gcc.tas.gov.au) until 07/01/2021.
During this time, any person may make representations relating to the applications by letter addressed to the General Manager, Glenorchy City Council, PO Box 103, Glenorchy 7010 or by email to [email protected].
Representations must be received by no later than 11.59 pm on 07/01/2021, or for postal and hand delivered representations, by 5.00 pm on 07/01/2021.
Version: 1, Version Date: 10/12/2020Document Set ID: 2923570
P&J SHEDS PTY LTD. 38 McIntyre Street, Mornington, TAS, 7018. P: (03) 62 44 4300 F: (03) 6244 4355 E: [email protected] ABN: 45109681263This drawing is the property of P&J SHEDS. © 2020
NEW OUTBUILDING5 LESDELLE STREET, CLAREMONT, 701FOR M. RICHARDSON
CERTIFICATE OF TITLE: VOLUME - 106204 FOLIO - 158PID: 1461237LAND AREA: 586m²
PLANNING SCHEME: GLENORCHY INTERIM PLANNING SCHEME 2015ZONE: 10.0 GENERAL RESIDENTIALOVERLAYS: NIL
SOIL CLASSIFICATION: ASSUMED MWIND REGION: ATERRAIN CATEGORY: TC2IMPORTANCE LEVEL: 2 (DOMESTIC)SHIELDING: 1TOPOGRAPHY: 1BAL: NOT REQUIRED (CLASS 10A STRUCTURE NOT WITHIN 100m OF UNMANAGED VEGETATION GREATER THAN 1ha)
INDEX OF DRAWINGS - BY ADRIAN BROWN CC6003R
PAGE 1 - SITE PLAN 1:200PAGE 2 - LOCATION PLAN 1:100PAGE 3 - ELEVATIONS 1 1:100PAGE 4 - FLOOR PLAN 1:100PAGE 5 - PLUMBING PLAN 1:100
ADDITIONAL DRAWINGS / ENGINEERINGBY NORTHERN CONSULTING ENGINEERS
JOB NO - 48663
Version: 1, Version Date: 16/11/2020Document Set ID: 2914280
GLENORCHY CITY COUNCILPLANNING SERVICES
APPLICATION No ..................................
DATE RECEIVED ...................................
PLN-20-534
16/11/2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914524
P&J SHEDS PTY LTD. 38 McIntyre Street, Mornington, TAS, 7018. P: (03) 62 44 4300 F: (03) 6244 4355 E: [email protected] ABN: 45109681263This drawing is the property of P&J SHEDS. © 2020
PROPOSAL :OWNER :ADDRESS:SCALE:DATE:AMENDED:DRAWN BY:PAGE:JOB NO :
NEW OUTBUILDING / GARAGEM. RICHARDSON5 LESDELLE STREET, CLAREMONT, 70111:200
01/05
A. BROWN CC6003R
48663SITE PLAN 1:200
SITE PLAN PREPARED FROM CERTIFICATE OF TITLEINFORMATION AND MEASUREMENTS TAKEN ON SITE.CONFIRMATION OF BOUNDARY LOCATION BYREGISTERED SURVEYOR IS ALWAYS RECOMMENDEDPRIOR TO CONSTRUCTION AND IS THE RESPONSIBILITYOF THE PROPERTY OWNER.
N
32.0
60 195° 5
5'
40"
33.1
0 195° 5
5'
40"
18.00 105° 55' 45"
18.030 109° 13' 05"
DRAINAGE EASEMENT 3.00 WIDE
SW
S
S
SW
EXISTING CONC. DRIVEWAY
EXISTING GARDEN SHED
EXISTING DWELLING
EXIST. DECK
300
300
3400
3400
PROPOSED OUTBUILDING(SEE FLOOR PLAN FOR DIMENSIONS)
LESDELLE STREET
VOL : 106204FOLIO: 158 586m²
12th NOVEMBER 2020
LOT AREA: 586m²
EXISTING DWELLING AREA (FOOTPRINT): 118m²EXISTING DECK AREA (INC. STAIRS): 18m²EXISTING GARDEN SHED: 9m²
PROPOSED OUTBUILDING AREA: 22m²
Version: 1, Version Date: 16/11/2020Document Set ID: 2914280
GLENORCHY CITY COUNCILPLANNING SERVICES
APPLICATION No ..................................
DATE RECEIVED ...................................
PLN-20-534
16/11/2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914524
32.0
60 195° 5
5'
40"
33.1
0 195° 5
5'
40"
18.00 105° 55' 45"
DRAINAGE EASEMENT 3.00 WIDE
SW
3400
3400
300
300
1500
S
S
SW
P&J SHEDS PTY LTD. 38 McIntyre Street, Mornington, TAS, 7018. P: (03) 62 44 4300 F: (03) 6244 4355 E: [email protected] ABN: 45109681263This drawing is the property of P&J SHEDS. © 2020
PROPOSAL :OWNER :ADDRESS:SCALE:DATE:AMENDED:DRAWN BY:PAGE:JOB NO :
NEW OUTBUILDING / GARAGEM. RICHARDSON5 LESDELLE STREET, CLAREMONT, 70111:100
02/05
A. BROWN CC6003R
48663LOCATION PLAN 1:200
LOT AREA: 586m²
EXISTING DWELLING AREA (FOOTPRINT): 118m²EXISTING DECK AREA (INC. STAIRS): 18m²EXISTING GARDEN SHED: 9m²
PROPOSED OUTBUILDING AREA: 22m²
SITE PLAN PREPARED FROM CERTIFICATE OF TITLEINFORMATION AND MEASUREMENTS TAKEN ON SITE.CONFIRMATION OF BOUNDARY LOCATION BYREGISTERED SURVEYOR IS ALWAYS RECOMMENDEDPRIOR TO CONSTRUCTION AND IS THE RESPONSIBILITYOF THE PROPERTY OWNER.
N
PROPOSED OUTBUILDING(SEE FLOOR PLAN FOR DIMENSIONS)
EXISTING GARDEN SHED
EXISTING DWELLING
EXIST. DECK1100
C
CC
C
COUNCIL STORMWATER MAINLOCATED BY ARCHERSUNDERGROUND SERVICES.
TASWATER 150Ø PVC SEWER MAINLOCATED BY ARCHERS UNDERGROUND SERVICES.(1.1m FROM CENTRE OF MAIN SLAB AT CLOSEST POINT).
VOL : 106204FOLIO: 158 586m²
12th NOVEMBER 2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914280
GLENORCHY CITY COUNCILPLANNING SERVICES
APPLICATION No ..................................
DATE RECEIVED ...................................
PLN-20-534
16/11/2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914524
P&J SHEDS PTY LTD. 38 McIntyre Street, Mornington, TAS, 7018. P: (03) 62 44 4300 F: (03) 6244 4355 E: [email protected] ABN: 45109681263This drawing is the property of P&J SHEDS. © 2020
PROPOSAL :OWNER :ADDRESS:SCALE:DATE:AMENDED:DRAWN BY:PAGE:JOB NO :
ELEVATIONS 1:100
COLOUR'S (COLORBOND®):EXT. WALLS - CLASSIC CREAMROOF - MANOR REDROLLER DOOR - MANOR REDPA DOOR - CLASSIC CREAMWINDOW FRAME - CLASSIC CREAMGUTTER - MANOR REDCORNER FLASH - CLASSIC CREAMBARGE FLASHING - MANOR REDOPENING FLASH - MANOR RED
NEW OUTBUILDING / GARAGEM. RICHARDSON5 LESDELLE STREET, CLAREMONT, 70111:100
03/05
A. BROWN CC6003R
48663
DRAINAGE EASEMENT
3400
NGL NGL
NGL
NGL
NGL
NGL
REA
RBO
UND
ARY
REA
RBO
UND
ARY
3m WIDE
DRAINAGE EASEMENT3m WIDE
SID
EBO
UND
ARY
SID
EBO
UND
ARY
300
300 11°5°
11°5°
COLORBOND ROLLER DOOR(MANOR RED)
COLORBOND CORRUGATED ROOF(MANOR RED) COLORBOND MONOCLAD
WALL CLADDING (CLASSIC CREAM)
COLORBOND MONOCLADWALL CLADDING (CLASSIC CREAM)
COLORBOND MONOCLADWALL CLADDING (CLASSIC CREAM)
COLORBOND CORRUGATED ROOF(MANOR RED)
NORTH ELEVATION
SOUTH ELEVATION
WEST ELEVATION
EAST ELEVATION
2700
2700
3485
COUNCIL STORMWATER MAINLOCATED BY ARCHERSUNDERGROUND SERVICES.
TASWATER 150Ø PVC SEWER MAINLOCATED BY ARCHERS UNDERGROUND SERVICES.(1.1m FROM CENTRE OF MAIN SLAB AT CLOSEST POINT).
1300
2890
3330
3330
3485
2865
3930
MAXI
MUM
HEI
GHT
ABO
VE
NATU
RAL
GRO
UND
LEV
EL
2865
PLACE FILL IN FRONT OF DOORWAY TO PROVIDE ACCESSAS REQUIRED.
OR
1100
C
DATUM POINT
0
DATUM POINT0 300Ø PIERS AT COLUMN
LOCATIONS TO DEPTH OF 1m MIN
DEP
TH
REFER TO DRAWINGS BY NORTHERN CONSULTING FOR ALLMEMBER AND MATERIAL DETAILS AS WELL AS FOOTING DESIGNAND SPECIFICATIONS.
NOTE: MINIMUM FOUNDATION DEPTH SHOULD BE 100mm INTO NATURAL GROUND. IF FILL IS TO BE USED UNDER SLAB COMPACT IN 150mm LAYERS TO A MAXIMUM DEPTH OF 900mm.
F
F
PROVIDE STEPS COMPLYING WITH NCC 2019 PART 3.9.1STAIR CONSTRUCTION, IF STEP DOWN FROMDOORWAY TO EITHER FINISHED FLOOR OR GROUNDLEVEL EXCEEDS 190mm.
A LANDING OF 750mm MUST BE INSTALLED,IF THE THRESHOLD OF MAX. 3 RISERS ORMAX. 570mm IS NOT MET IN ACCORDANCEWITH NCC.2019 (FIGURE 3.9.1.3b THRESHOLD LANDINGS)
12th NOVEMBER 2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914280
GLENORCHY CITY COUNCILPLANNING SERVICES
APPLICATION No ..................................
DATE RECEIVED ...................................
PLN-20-534
16/11/2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914524
P&J SHEDS PTY LTD. 38 McIntyre Street, Mornington, TAS, 7018. P: (03) 62 44 4300 F: (03) 6244 4355 E: [email protected] ABN: 45109681263This drawing is the property of P&J SHEDS. © 2020
PROPOSAL :OWNER :ADDRESS:SCALE:DATE:AMENDED:DRAWN BY:PAGE:JOB NO :
FLOOR PLAN 1:100
4000 2000
6000
4000
3000
1000
6000
0 -110 -165
-380 -365
-545
-785
-805-780-840-785
-590
-390
-210
FFL 0.00
NEW OUTBUILDING / GARAGEM. RICHARDSON5 LESDELLE STREET, CLAREMONT, 70111:100
04/05
A. BROWN CC6003R
48663
N
DATUM POINT0
WINDOW & DOOR SCHEDULE
ID HEIGHT WIDTH
PA1 2040mm 820mm PA2 2040mm 820mm
W1 790mm 1270mm W2 790mm 1270mm
ACCESS DOOR
ROLLER DOOR
PA1
W1
PA2
W2
12th NOVEMBER 2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914280
GLENORCHY CITY COUNCILPLANNING SERVICES
APPLICATION No ..................................
DATE RECEIVED ...................................
PLN-20-534
16/11/2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914524
PLUMBING PLAN 1:100P&J SHEDS PTY LTD. 38 McIntyre Street, Mornington, TAS, 7018. P: (03) 62 44 4300 F: (03) 6244 4355 E: [email protected] ABN: 45109681263
This drawing is the property of P&J SHEDS. © 2020
PROPOSAL :OWNER :ADDRESS:SCALE:DATE:AMENDED:DRAWN BY:PAGE:JOB NO :
CONSTRUCTION GENERALLY:ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CURRENT BUILDING REGULATIONS,BUILDING CODE OF AUSTRALIA (B.C.A.), RELEVANT AUSTRALIAN STANDARDS AND LOCALAUTHORITY REQUIREMENTS.
SITE PREPARATION AND EXCAVATION TO COUNCIL AND B.C.A REQUIREMENTS.
CONCRETE FOOTINGS TO AS 2870.1 AND ENGINEER SPECIFICATIONS.UNLESS OTHERWISE SPECIFIED, FOOTINGS 20MPA / SLAB 25MPA.
GARAGE STRUCTURAL; DETAILS AND CERTIFICATION AS PER 'FAIR DINKUM SHEDS'DOCUMENTATION.
BUILDER TO VERIFY ALL DIMENSIONS AND DETAILS ON THIS SET OF PLANS PRIORTO COMMENCEMENT OF WORK ON SITE.
USE WRITTEN DIMENSIONS IN PREFERENCE TO MEASURING OFF THE PLAN.
COUNCIL / CONTRACTOR TO CONTACT P&J SHEDS IF NECESSARY INFORMATION ISNOT PROVIDED ON THIS SET OF PLANS.
PLUMBING GENERALLY:ALL PLUMBING TO BE IN ACCORDANCE WITH AS 3500.TAS PLUMBING CODE AND LOCAL AUTHORITY REQUIREMENTS.
100dia uPVC STORM WATER TO EXISTING STORM WATER CONNECTION.PLUMBER TO VERIFY CONNECTION LOCATION WITH OWNER.
FIRST INSPECTION OPENING TO BE RAISED TO FINISHED GROUND LEVEL.
STORMWATER MAINLOCATED BY ARCHERSUNDERGROUND SERVICES.
SW
S
S
SW
LOT AREA: 586m²
EXISTING DWELLING AREA (FOOTPRINT): 118m²EXISTING DECK AREA (INC. STAIRS): 18m²EXISTING GARDEN SHED: 9m²
PROPOSED OUTBUILDING AREA: 22m²
EXISTING DWELLING
EXIST. DECK
C
CC
C
N
90Ø DP 90Ø
DP
90Ø DP
1100
1315
SEWER MAIN LOCATED BYARCHERS UNDERGROUNDSERVICES.
NEW OUTBUILDING / GARAGEM. RICHARDSON5 LESDELLE STREET, CLAREMONT, 70111:100
05/05
A. BROWN CC6003R
48663
SW
SW
SW
EXIST. DP
EXIST. DP
EXIST. STORMWATER PIT IN DRIVEWAY
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW ASSUMED LINE OFEXISTING STORMWATER(PLUMBER TO CONFIRM PRIOR TO CONSTRUCTION)
ASSUMED LINE OFEXISTING STORMWATER
CONNECT STORMWATER TO LINE OF EXISTING
2640
12th NOVEMBER 2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914280
GLENORCHY CITY COUNCILPLANNING SERVICES
APPLICATION No ..................................
DATE RECEIVED ...................................
PLN-20-534
16/11/2020
Version: 1, Version Date: 16/11/2020Document Set ID: 2914524
