development application · 2020-06-17 · development application application number: pln-19-407...
TRANSCRIPT
DEVELOPMENT APPLICATION
APPLICATION NUMBER: PLN-19-407
PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated showroom with signage
LOCATION: 9 Howard Road Glenorchy
APPLICANT: Derwent Park Plumbing Supplies P/L
ADVERTISING START DATE: 17/06/2020
ADVERTISING EXPIRY DATE: 30/06/2020
Plans and documentation are available for inspection at Council Offices, 374 Main Road, Glenorchy between 8.30am and 5.00pm, Monday to Friday (excluding public holidays) and on the Glenorchy City Council website until 30/06/2020.
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 11.59pm on 30/06/2020, or for postal and hand delivered representations, by 5.00pm.
Version: 1, Version Date: 12/06/2020Document Set ID: 2846688
FFL=18.02
17.7
5
18.0
0
18.0
018
.25
17.75
17.50
17.25
17.00 16.75
16.50
16.2
5 16.25
APPROXIMATE LOCATION OF WATER MAIN (PER LISTMAP)
SEWER MAINSEWER LIDRL=17.35
SEWER LIDRL=16.21
FLAT 3No. 9 HOWARD ROADTO BE DEMOLISHED FLAT 2No. 7 HOWARDROAD
FLAT 1No. 5 HOWARDROAD
NEIGHBOURINGTENANCY
NEIGHBOURINGTENANCY
NEIGHBOURINGTENANCY
H O W A R D R O A D
BOUNDARY
BOUNDARY
BOUNDARY
BOUNDARY
BOUN
DARY
BOUNDARY
N
N
9 HOWARD ROAD
85 Elizabeth Street, Hobart, Tasmania 7000
Phone: (03) 6231 6999
SHANE MANN & ASSOCIATESArchitecture & Interior Design
ABN: 98 375 524 257
Mobile: 0419 993 163
E-mail: [email protected]
SCALE PROJECT No.
DRAWN DATE DRAWING No.
DRAWING TITLE
PROJECT
23.19T.L 28.02.2020
23.19 / DA.01/AAS SHOWNACCREDITED DESIGNER:
SHANE MANN - CC1045V
COVER / EXISTING SITE PLAN
FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA
DEVELOPMENT APPLICATION
PLANNING SUMMARY:FOR: DERWENT PARK PLUMBING SERVICES
ADDRESS: 9 HOWARD ROAD, GLENORCHY, TASMANIA
TITLE: 60304 / 3
LOT SIZE: No.3 1621 m²
ZONE: 25.0 (GENERAL INDUSTRIAL) GROUND FLOOR: 870.5 m² (GROSS)
FIRST FLOOR: 571.1 m² (GROSS) EXCLUDING VOIDS, GOODS LIFT AND STAIRS
SITE COVER: 54 % INCLUDING CANOPY
CARPARKING: 19 SPACES
EXISTING SITE PLANScale: 1:200 @ A2
LOCALITY PLAN
NEW SHOWROOM &WAREHOUSE
ARCHITECTURAL DRAWINGS:
WD.01 COVER / EXISTING SITE 18.12.2019
WD.02 /A PROPSOSED SITE PLAN 28.02.2020
WD.03 GROUND FLOOR PLAN 18.12.2019
WD.04 FIRST FLOOR PLAN 18.12.2019
WD.05 ELEVATIONS 18.12.2019
WD.06 3D PERSPECTIVE 18.12.2019
GLENORCHY CITY COUNCILPLANNING SERVICES
APPLICATION No ..................................
DATE RECEIVED ...................................
PLN-19-407
30/04/20
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
7,410
2,70
02,
7001,00
0
6,950
5,400 2,400
1,40
02,40
02,
400
1,250
4,105
4,590
2,750 1,800
BLACK ALUMINIUM POWDERCOATED FENCE NOM 2.1mHIGH TO HOWARD ROADBOUNDARIES
APPROXIMATE LOCATION OF WATER MAIN (PER LISTMAP)
SEWER MAIN
SEWER LIDRL=16.21
FLAT 2No. 7 HOWARDROADFLAT 1No. 5 HOWARDROAD
ENTRY
SHOWROOM
WAREHOUSE
DRIVE-THRU PICK UP
TEAROOM
OFFICE
NEWCROSSOVER
NEWCROSSOVER
NEW
CR
OSS
OVE
R
CAR PARKING3No. SPACES
STAFFPARKING
3No. SPACES
CAR PARKING6No. SPACES
FOOTPATH
FOOTPATH
FOO
TPATH
H O W A R D R O A D
H O
W A
R D
R O
A D
A C C E S ST O
F A R L E Y S T
NEIGHBOURINGTENANCY
NEIGHBOURINGTENANCY
NEIGHBOURINGTENANCY
NEW TENANCYNo. 9 HOWARD
ROAD
NEWLANDSCAPING
SHAREDAREA
SHARED
AREA
BOUNDARY
BOUNDARY
BOUNDARY
BOUNDARY
BOUN
DARY
BOUNDARY
CAR PARKING5No. SPACES
NEW
MAN
UAL
SLID
ING
GAT
E
NEWMANUALSLIDING GATE
NEWMANUALSLIDING GATE
N
NEW
LAN
DSC
APIN
G
4,95
5
5,51
56,83
5
17,100
7,75
5
22,957
N
85 Elizabeth Street, Hobart, Tasmania 7000
Phone: (03) 6231 6999
SHANE MANN & ASSOCIATESArchitecture & Interior Design
ABN: 98 375 524 257
Mobile: 0419 993 163
E-mail: [email protected]
SCALE PROJECT No.
DRAWN DATE DRAWING No.
DRAWING TITLE
PROJECT
23.19T.L 27.03.2020
23.19 / DA.02/BAS SHOWNACCREDITED DESIGNER:
SHANE MANN - CC1045V
PROPOSED SITE PLAN
FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA
PROPOPSED SITE PLANScale: 1:200 @ A2
DEVELOPMENT APPLICATION
SITE PLAN SET-BACKSScale: 1:500 @ A2
NOTE:
REFER TO ENGINEERS DRAWINGSFOR PROPOSED SITE SERVICES.
HOWARD ROAD BOUDARY FENCE:
NEW BOUNDARY FENCE TO BE SIMILARTO PROTECTOR ALUMINIUM 2450W x 1800HPICKET TOP FENCE PANELS AVAILABLE ATBUNNINGS WITH 75 SHS BLACK POWDERCOATED FENCE POSTS.PANELS TO BE MOUNTED TO ACHIEVE2100H FROM FOOTPATH LEVEL.
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
5,900 5,900 5,900 5,900 5,900 5,900
1,50
03,
200
9,20
06,
350
6,35
0
CUSTOMER TOILET
SHOWROOM POS
CO
UN
TER
AREA: 259.4 m²
AIRLOCK
ENTRY /EXIT
AUTO SLIDINGDOOR
AUTO SLIDINGDOOR
SHOWROOM
COL.COL.
DRIVE-THRUCOLLECTION
WAREHOUSER
OLL
ER D
OO
R
RO
LLER
DO
OR
COL.
CARSPACES
FIR
ST F
LOO
R L
EVEL
OVE
R
FIRST FLOOR LEVEL OVER
FIRST FLOOR LEVEL OVER
CANOPY OVER
AREA: 249.4 m²
AREA: 261.50 m²
HB WC
SHR
STORE
DOWN DOWN
TEA ROOMAREA: 16.28 m²
OFFICEAREA: 18.83 m²
UP
WC WC
WC / SHR
PRODUCT RACKINGCOL.
COL.COL.
PRODUCT RACKING PRODUCT RACKING
GOODS LIFT
(2500 x 1500)
WAREHOUSE
EXIT
EXIT
SHOPFRONT GLAZING
SHOPFRONT GLAZING
SHOPFRONT GLAZING
GLAZING
PRODUCT RACKING PRODUCT RACKING PRODUCT RACKING PRODUCT RACKINGPRODUCT RACKING
SERVICE WINDOW
SHOWROOM
WAREHOUSECOUNTER
GLA
ZIN
G
GLA
ZIN
GO
NE
WAY
GR
APH
ICS
GLA
ZIN
GO
NE
WAY
GR
APH
ICS
GLA
ZIN
GO
NE
WAY
GR
APH
ICS
85 Elizabeth Street, Hobart, Tasmania 7000
Phone: (03) 6231 6999
SHANE MANN & ASSOCIATESArchitecture & Interior Design
ABN: 98 375 524 257
Mobile: 0419 993 163
E-mail: [email protected]
SCALE PROJECT No.
DRAWN DATE DRAWING No.
DRAWING TITLE
PROJECT
23.19T.L 18.12.2019
23.19 / DA.03AS SHOWNACCREDITED DESIGNER:
SHANE MANN - CC1045V
PROPOSED GROUND & COLLECTION LEVEL
FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA
PROPOPSED GROUND &WAREHOUSE LEVELScale: 1:100 @ A2
DEVELOPMENT APPLICATION
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
5,900 5,900 5,900 5,900 5,900 5,900
1,50
03,
417
8,98
36,
350
6,35
0
BULKYWAREHOUSE
VOID
VOID
VOID
CANOPY
AREA: 560 m²
COL.COL.
COL.COL.
COL.
GOODS LIFT
(2500 x 1500)
DOWN
SHO
PFR
ON
T G
LAZI
NG
SHOPFRONT GLAZING
GLA
ZIN
GO
NE
WAY
GR
APH
ICS
GLA
ZIN
GO
NE
WAY
GR
APH
ICS
GLA
ZIN
GO
NE
WAY
GR
APH
ICS
85 Elizabeth Street, Hobart, Tasmania 7000
Phone: (03) 6231 6999
SHANE MANN & ASSOCIATESArchitecture & Interior Design
ABN: 98 375 524 257
Mobile: 0419 993 163
E-mail: [email protected]
SCALE PROJECT No.
DRAWN DATE DRAWING No.
DRAWING TITLE
PROJECT
23.19T.L 18.12.2019
23.19 / DA.04AS SHOWNACCREDITED DESIGNER:
SHANE MANN - CC1045V
PROPOSED FIRST FLOOR PLAN
FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA
PROPOPSED FIRST FLOORPLANScale: 1:100 @ A2
DEVELOPMENT APPLICATION
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
1,50
03,
300
3,70
03,
300
3,70
0
TRANSLUCENT GRAPHICS OVER WINDOWS.EXAMPLE ONLY.
PRECAST CONC. PANELS.PAINT FINISH.
CANOPY OVER SHOWROOMENTRY.
PRECAST CONC. PANELS.PAINT FINISH.
LIGHTWEIGHT CLADDINGWITH GRAPHICS OVER.
TRANSLUCENT GRAPHICSOVER WINDOWS.EXAMPLE ONLY.
ALUMIN. FRAMED & GLAZED WINDOWS.
ALUMIN. FRAMED & GLAZED SHOPFONTWINDOWS.
SHOWROOM
COLLECTION - ENTRY
DRIVE-THRU LVL: (RL: 16.50)
GROUND FLOOR LVL: (RL:18.00)
FIRST FLOOR LVL: (RL: 21.30)
TOP OF PARAPET: (RL: 25.00)
CEILING LVL: (RL: 21.00)
PROPOSED NORTH - WESTELEVATIONSScale: 1:100 @ A2
FIRST FLOOR LVL: (RL: 21.30)
TOP OF PARAPET: (RL: 25.00)
CEILING LVL: (RL: 21.00)
DRIVE-THRU LVL: (RL: 16.50)
PROPOSED SOUTH - WESTELEVATIONSScale: 1:100 @ A2
ROLLER DOOR
EXIT
ENTRYEXIT
1,50
03,
300
3,70
0 PRECAST CONC. PANELS.PAINT FINISH.
ALUMIN. FRAMED & GLAZED WINDOWS.
DRIVE-THRU LVL: (RL: 16.50)
GROUND FLOOR LVL: (RL:18.00)
FIRST FLOOR LVL: (RL: 21.30)
TOP OF PARAPET: (RL: 25.00)
CEILING LVL: (RL: 21.00) PROPOSED NORTH - EASTELEVATIONSScale: 1:200 @ A2
1,50
03,
300
3,70
0
PRECAST CONC. PANELS.PAINT FINISH.
LIGHTWEIGHT CLADDINGWITH GRAPHICS OVER.
ALUMIN. FRAMED & GLAZEDSHOPFONT WINDOWS.
COLLECTION - EXIT
DRIVE-THRU LVL: (RL: 16.50)
GROUND FLOOR LVL: (RL:18.00)
FIRST FLOOR LVL: (RL: 21.30)
TOP OF PARAPET: (RL: 25.00)
CEILING LVL: (RL: 21.00)
PROPOSED SOUTH - EASTELEVATIONSScale: 1:100 @ A2
EXIT
ROLLER DOOR
85 Elizabeth Street, Hobart, Tasmania 7000
Phone: (03) 6231 6999
SHANE MANN & ASSOCIATESArchitecture & Interior Design
ABN: 98 375 524 257
Mobile: 0419 993 163
E-mail: [email protected]
SCALE PROJECT No.
DRAWN DATE DRAWING No.
DRAWING TITLE
PROJECT
23.19T.L 18.12.2019
23.19 / DA.05AS SHOWNACCREDITED DESIGNER:
SHANE MANN - CC1045V
PROPOSED FIRST FLOOR PLAN
FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA
PRELIMINARY - NOT FOR CONSTRUCTION
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
85 Elizabeth Street, Hobart, Tasmania 7000
Phone: (03) 6231 6999
SHANE MANN & ASSOCIATESArchitecture & Interior Design
ABN: 98 375 524 257
Mobile: 0419 993 163
E-mail: [email protected]
SCALE PROJECT No.
DRAWN DATE DRAWING No.
DRAWING TITLE
PROJECT
23.19T.L 18.12.2019
23.19 / DA.06AS SHOWNACCREDITED DESIGNER:
SHANE MANN - CC1045V
3D PERSPECTIVE
FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA
3D PERSPECTIVE
PRELIMINARY - NOT FOR CONSTRUCTION
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
CIVIL DRAWINGSPROPOSED DEVELOPMENTDERWENT PARK PLUMBING SUPPLIES9 HOWARD ROADGLENORCHY, 7010
THESE DRAWINGS MUST BE APPROVED BYCOUNCIL & TASWATER PRIOR TO CONSTRUCTION
DRAWN: DESIGNED: VERIFIED:
SCALE: SIZE:
PROJECT No. SHEET No. REV No.
A1~
SHEET:
PROJECT:
ISSUE:
ADDRESS:
CLIENT:
REV. DESCRIPTION DATE REV. DESCRIPTION DATE
DATE:
TOTALSHEETS:
Lower Ground199 Macquarie Street
Hobart TAS 700003 6234 8666
CF CF 31/01/2020
C19E82-1
INDEX
PROPOSED DEVELOPMENT
DERWENT PARK PLUMBING SUPPLIES
9 HOWARD ROAD GLENORCHY, TAS 7010A DESIGN APPROVAL 04/11/2019
B DESIGN APPROVAL 12/12/2019C DESIGN APPROVAL 31/01/2020
C0.01
MW
4
DESIGN APPROVAL
BEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDER GROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT LOCATION SHOULD BEPROVEN ON SITE BY THE RELEVANT AUTHORITIES. NOGUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN.
THIS DRAWING MUST ONLY BE DISTRIBUTED IN FULLCOLOUR. ALDANMARK CONSULTING ENGINEERSACCEPTS NO LIABILITY ARISING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.
HALF SCALE PRINT
SHEET DRAWING ISSUE DATEC0.01 INDEX C 31/01/2020C0.02 NOTES AND OVERALL PLAN C 31/01/2020C1.01 SITE SERVICES PLAN C 31/01/2020C3.01 SECTIONS & DETAILS C 31/01/2020
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
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OVERALL PLANSCALE 1:250 (A1)
THESE DRAWINGS MUST BE APPROVED BYCOUNCIL & TASWATER PRIOR TO CONSTRUCTION
DRAWN: DESIGNED: VERIFIED:
SCALE: SIZE:
PROJECT No. SHEET No. REV No.
A11:250
SHEET:
PROJECT:
ISSUE:
ADDRESS:
CLIENT:
REV. DESCRIPTION DATE REV. DESCRIPTION DATE
DATE:
TOTALSHEETS:
Lower Ground199 Macquarie Street
Hobart TAS 700003 6234 8666
CF CF 31/01/2020
C19E82-1
NOTES AND OVERALL PLAN
PROPOSED DEVELOPMENT
DERWENT PARK PLUMBING SUPPLIES
9 HOWARD ROAD GLENORCHY, 7010A DESIGN APPROVAL 04/11/2019
B DESIGN APPROVAL 12/12/2019C DESIGN APPROVAL 31/01/2020
C0.02
MW
4
DESIGN APPROVAL
GENERAL NOTES:1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTURAL, HYDRAULIC AND STRUCTURAL DRAWINGS
AND SPECIFICATIONS. STANDARDS REFERENCED ARE TO BE THE MOST CURRENT VERSION.2. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS ENDORSED 'FOR CONSTRUCTION' AND AUTHORISED
FOR ISSUE ACCORDINGLY.3. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH IPWEA/LGAT STANDARD DRAWINGS AND SPECIFICATIONS,
AUSTRALIAN STANDARDS, (WSAA SEWERAGE CODE OF AUSTRALIA & WATER SUPPLY CODE OF AUSTRALIA) AND TO THESATISFACTION OF COUNCIL'S DEVELOPMENT ENGINEER.
4. IPWEA/LGAT STANDARD DRAWINGS TO BE READ IN CONJUNCTION WITH COUNCIL EXCLUSION SHEETS TSD-E01-v1 &TSD-E02-v1.
5. ALL WORKS ARE TO BE MAINTAINED IN A SAFE CONDITION.6. CONFIRM ALL LEVELS ON SITE PRIOR TO THE COMMENCEMENT OF WORKS7. CONTRACTOR TO OBTAIN APPROVALS, SERVICE CLEARANCES AND COORDINATE WORK WITH ALL RELEVANT AUTHORITIES
PRIOR TO COMMENCEMENT.8. A "START OF WORKS NOTICE" MUST BE OBTAINED FROM COUNCIL PRIOR TO ANY WORKS COMMENCING.9. SURVEY DATA UNDERTAKEN AND PROVIDED BY NICK GRIGGS & CO. ARCHITECTURAL UNIT AND SITE LAYOUT UNDERTAKEN
AND PROVIDED BY SHANE MANN & ASSOCIATES. FLOOR LEVELS SET BY ARCHITECT. DRIVEWAY GRADING BASED ON THESE.
WORKPLACE HEALTH & SAFETY NOTES:BEFORE THE CONTRACTOR COMMENCES WORK THE CONTRACTOR SHALL UNDERTAKE A SITE SPECIFIC PROJECT PRE-STARTHAZARD ANALYSIS / JOB SAFETY ANALYSIS (JSA) WHICH SHALL IDENTIFY IN DOCUMENTED FORM;
· THE TYPE OF WORK.· HAZARDS AND RISKS TO HEALTH AND SAFETY.· THE CONTROLS TO BE APPLIED IN ORDER ELIMINATE OR MINIMIZE THE RISK POSED BY THE IDENTIFIED HAZARDS.· THE MANNER IN WHICH THE RISK CONTROL MEASURES ARE TO BE IMPLEMENTED.
THESE ARE TO BE SUBMITTED TO THE SUPERINTENDENT AND/OR OTHER RELEVANT WORKPLACE SAFETY OFFICERS.
FOR THIS PROJECT; POSSIBLE HAZARDS INCLUDE (BUT ARE NOT LIMITED TO):· EXCAVATION OF ANY TYPE & DEPTHS· CONTAMINATED SOILS· CONSTRUCTION IN GROUND WITH HIGH WATER TABLE· FELLING / LOPPING &/OR REMOVAL OF EXISTING TREES/VEGETATION· UNDERGROUND STRUCTURES (MANHOLES / SUMPS / ETC)· CONFINED SPACES· OVERHEAD POWER LINES· UNDERGROUND STORMWATER, WATER AND SEWER PIPES· TELECOMMUNICATION CABLES - BOTH UNDERGROUND & OVERHEAD· ELECTRICAL/POWER CABLES - BOTH UNDERGROUND & OVERHEAD· WORKING AT HEIGHTS· WORKING WITH ASBESTOS CONTAINING MATERIALS· TRAFFIC MANAGEMENT
BEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDER GROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT LOCATION SHOULD BEPROVEN ON SITE BY THE RELEVANT AUTHORITIES. NOGUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN.
THIS DRAWING MUST ONLY BE DISTRIBUTED IN FULLCOLOUR. ALDANMARK CONSULTING ENGINEERSACCEPTS NO LIABILITY ARISING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.
HALF SCALE PRINT
DRAINAGE AND SERVICES NOTES:1. ALL WORKS ASSOCIATED WITH PUBLIC STORMWATER INFRASTRUCTURE IS TO BE CARRIED OUT IN ACCORDANCE WITH
IPWEA (TAS) LGAT STANDARD DRAWINGS AND SPECIFICATION AND TO THE SATISFACTION OF COUNCIL.2. ALL WORKS ASSOCIATED WITH PUBLIC SEWER AND WATER IS TO BE CARRIED OUT IN ACCORDANCE WITH THE WSA PARTS 02
& 03 (WATER AND SEWERAGE CODES OF AUSTRALIA) AND TO THE SATISFACTION OF TASWATER.3. ALL CONNECTIONS TO EXISTING MAINS TO BE CARRIED OUT BY THE REGULATING AUTHORITY AT COST TO BUILDER UNLESS
APPROVED OTHERWISE.4. HYDRAULIC LAYOUT TO BE COORDINATED WITH OTHER SERVICES. HYDRAULIC LAYOUT AS SHOWN IS NOTIONAL, LAYOUT TO
BE CONFIRMED ON SITE.5. ALL EXISTING SERVICES TO BE LOCATED ON SITE PRIOR TO THE COMMENCEMENT OF WORKS.6. GENERAL MATERIALS, INSTALLATION & TESTING SHALL COMPLY WITH AS3500 AND THE NCC VOL 3 (PCA).7. INSTALL ALL AG DRAINS TO THE REQUIREMENTS OF AS3500 AND PART 3.1.2 OF THE BCA8. PAVEMENT AND HARDSTAND AREAS SHALL FALL AT A MINIMUM OF 1% (1:100) TOWARD AN APPROVED DISCHARGE POINT.9. ALL PIPE WORK UNDER TRAFFICABLE AREAS, INCLUDING DRIVEWAYS, IS TO BE BACKFILLED WITH COMPACTED FCR.10. DRAINAGE PIPES TO BE MIN. uPVC CLASS SN4, PIPES UNDER TRAFFICABLE AREAS TO BE SN8 U.N.O.11. MINIMUM GRADES FOR DRAINAGE PIPES SHALL BE 1% FOR STORMWATER AND 1.67% FOR SEWER U.N.O.12. MINIMUM COVER FOR DRAINAGE PIPES SHALL BE 300mm FOR STORMWATER AND 500mm FOR SEWER U.N.O.13. WATER PIPES TO BE MIN. DN20 POLY PN16 AND FITTINGS TO BE MIN. CLASS 16 U.N.O.14. WATER CONNECTIONS SHALL BE PROVIDED WITH METERAGE AND BACKFLOW PREVENTION AS PER TASWATER STANDARD
DRAWING TWS-W-0002.15. ALL PIPEWORK TO BE INSPECTED BY COUNCIL PRIOR TO BACKFILL.16. PIT DIMENSIONS SHOWN HAVE BEEN DESIGNED BY PIT CAPACITY TABLES. THESE PITS MAY NEED TO BE INCREASED IN
MINIMUM INTERNAL SIZE DUE TO THE DEPTH AS PER AS3500.3 AS PER TABLE BELOW WHICH IS THE CONTRACTORSRESPONSIBILITY TO ENSURE COMPLIANCE TO AS3500:
EARTHWORKS & DRIVEWAY NOTES:1. ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH AS3798 "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND
RESIDENTIAL DEVELOPMENTS".2. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED AND GRUBBED IN THE AREA OF PROPOSED WORKS.3. NEW OR MODIFIED DRIVEWAY CROSSINGS SHALL BE IN ACCORDANCE WITH IPWEA STANDARD DRAWING TSD-R09-v1 AND
MUST BE INSPECTED AND APPROVED BY COUNCIL.4. EXCAVATED AND IMPORTED MATERIAL USED AS FILL IS TO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.5. FILL MATERIAL SHALL BE WELL GRADED AND FREE OF BOULDERS OR COBBLES EXCEEDING 150mm IN DIAMETER UNLESS
APPROVED TO BE OTHERWISE.6. FILL REQUIRED TO SUPPORT DRIVEWAYS INCLUDING FILL IN EMBANKMENTS THAT SUPPORT DRIVEWAYS SHALL BE
INSTALLED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:· TOP SOIL AND ORGANIC MATTER SHALL BE STRIPPED TO A MINIMUM OF 100mm.· THE SUB GRADE SHALL HAVE A MINIMUM BEARING CAPACITY OF 100 kPa.· FILL IN EMBANKMENTS SHALL BE KEYED 150mm INTO NATURAL GROUND.· THE FILL SHALL BE COMPACTED IN HORIZONTAL LAYERS OF NOT MORE THAN 200mm.· EACH LAYER SHALL BE COMPACTED TO A MINIMUM DENSITY RATIO OF 95% STD, IT IS THE BUILDERS
RESPONSIBILITY TO ENSURE THAT THIS IS ACHIEVED.7. WHERE THE ABOVE REQUIREMENTS CANNOT BE ACHIEVED THE ENGINEER SHALL BE CONSULTED AND THE FORMATION
SHALL BE PROOF ROLLED (UNDER SUPERVISION OF THE ENGINEER) TO CONFIRM AN APPROVED BASE.8. CONCRETE PAVEMENTS SHALL BE CURED FOR A MINIMUM OF 3 DAYS USING A CURRENT BEST PRACTICE METHOD.9. SAWN CONTROL JOINTS SHALL BE CONSTRUCTED AS SOON AS POSSIBLE WITHOUT RAVELLING THE JOINT, GENERALLY THIS
SHALL BE WITHIN 24 HOURS.10. BATTERS SHALL BE SET TO A SAFE ANGLE OF REPOSE IN ACCORDANCE WITH THE BCA VOL 2 AS INDICATED BELOW:
NOTE: WHERE SITE CONDITIONS ARE UNSUITABLE FOR A BATTERED BANK CONSULT THE ENGINEER FOR A SUITABLERETAINING WALL DESIGN. EMBANKMENTS THAT ARE TO BE LEFT EXPOSED MUST BE STABILISED BY VEGETATION OR SIMILARWORKS TO PREVENT SOIL EROSION.
NOT SUITABLE NOT SUITABLESOFT SOILS (P)
CLAYFIRM CLAY
SOFT CLAY NOT SUITABLE
1:2 1:1
2:3
1:4 1:4SILT (P*)
1:2 1:2SAND (A*)
2:3 8:1STABLE ROCK (A*)
SOIL TYPE(* REFER BCA 3.2.4)
EMBANKMENT SLOPES H:L
COMPACTED FILL CUT
900 900
600 900
600 600
450 450≤600
DEPTH TO INVERT OFOUTLET
WIDTH LENGTH
≤900
≤1200
>600
>900
>1200
MINIMUM INTERNALDIMENSIONS mm
HOWARD ROAD
HOWARD ROAD
NO. 7 HOWARD RD
NO. 5 HOWARD RD
NEIGHBOURINGPROPERTY
NEIGHBOURINGPROPERTY
NEIGHBOURINGPROPERTY
9 HOWARD RD(PROPOSED NEW BUILDING)
PROPOSED CAR PARK
PROPOSED CAR PARK
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
-1.54
FFL=18.02
DS=17.81NS=17.68
DS=17.81NS=17.98
DS=17.54NS=17.94
DS=17.21NS=17.74
DS=16.72NS=17.49
DS=16.55NS=17.27
DS=16.50NS=16.26
DS=16.50NS=16.16
DS=18.02NS=16.62
DS=18.02NS=17.05
M
DS=17.24NS=16.59
DS=17.01NS=16.40
DS=16.53NS=16.27
S
E
W
E
R
L
I
D
R
L
=
1
6
.
2
1
DS=16.50NS=16.29
17.5
17.5
DS=18.02NS=16.35
DS=18.02NS=16.42
DS=18.02NS=17.39
DS=18.02NS=17.96
DS=18.02NS=16.34
EXISTING 150mm WATER MAIN TO REMAIN
SITE SERVICES PLANSCALE 1:200 (A1)
THESE DRAWINGS MUST BE APPROVED BY COUNCIL & TASWATER PRIOR TO CONSTRUCTION
DRAWN: DESIGNED: VERIFIED:
SCALE: SIZE:
PROJECT No. SHEET No. REV No.
A11:200
SHEET:
PROJECT:
ISSUE:
ADDRESS:
CLIENT:
REV. DESCRIPTION DATE REV. DESCRIPTION DATE
DATE:
TOTALSHEETS:
Lower Ground199 Macquarie Street
Hobart TAS 700003 6234 8666
CF CF 31/01/2020
C19E82-1
SITE SERVICES PLAN
PROPOSED DEVELOPMENT
DERWENT PARK PLUMBING SUPPLIES
9 HOWARD ROAD GLENORCHY, 7010A DESIGN APPROVAL 04/11/2019
B DESIGN APPROVAL 12/12/2019C DESIGN APPROVAL 31/01/2020
C1.01
MW
4
DESIGN APPROVAL
BEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDER GROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT LOCATION SHOULD BEPROVEN ON SITE BY THE RELEVANT AUTHORITIES. NOGUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN.
THIS DRAWING MUST ONLY BE DISTRIBUTED IN FULLCOLOUR. ALDANMARK CONSULTING ENGINEERSACCEPTS NO LIABILITY ARISING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.
HALF SCALE PRINT
EXISTING 20mm TASWATER PROPERTY CONNECTIONTO BE UPGRADED TO MIN 25mm CONNECTIONAS PER TASWATER GUIDELINES (TWS-W-0002) AT DEVELOPERS COST
ORG (150mm BELOW LOWESTFIXTURE) TO BE PROVIDED WITH TAP
OVER
DN100 DWV @ MIN 1.65% TO RECONNECTTO EXISTING CONNECTION
EXISTING 150mm TASWATER MAIN
NEW DN25 WATER METER TO BE INSTALLED ASPER TASWATERS GUIDELINES AT DEVELOPERS COST.
CLASS C RATED 200mm GRATEDSW CHANNEL
CONCRETE DETENTION TANK(WITH 150mm LOW FLOW ORIFICE)
DN150 uPVC SN8 STORMWATER @MIN 1.0% GRADE
DN225 uPVC SN8 @ MIN 1.0%GRADE STOWMATER LINE TODETENTION TANK
DP
DP
DP
DP
DP
DN150 SN4 uPVC TO BESUSPENDED AT CEILING HEIGHT@ MIN 1.0% FALL
DN150 TO DROP TO GROUND ANDCONNECT TO GROUND SWDRAINAGE LINE
DN150 SN4 uPVC TO BESUSPENDED AT CEILING HEIGHT@ MIN 1.0% FALL
DN150 TO DROP TO GROUND ANDCONNECT TO GROUND SWDRAINAGE LINE
NEW 1050 MANHOLE AS PER TSD-SW02.EXTEND DN225 STORMWATER MAIN AT DEVELOPERS COST.
CAR PARK
SHOWROOM TEAROOM
OFFICE
WAREHOUSE
DRIVE THRU PICK UP AREA
CAR PARK
HOWARD ROAD
HOWARD ROAD
ACCESS TO FARLEY STREET
NEIGHBOURINGTENANCY
FLAT 1 NO.5HOWARD ROAD
FLAT 2 NO.7HOWARD ROADCAR PARK
SEWER LID RL 16.21TW ASSET ID 552378
SEWER LID RL 17.35TW ASSET ID
A552387
450sq GRATED CLASS C PIT WITHSPEL STORMSACK GROSSPOLLUTANT TRAP INSTALLED(TYPICAL)
W3
W2
W1
S2
S1
NEIGHBOURINGTENANCY
NEIGHBOURINGTENANCY
EXISTING DN225 COUNCILSTORMWATER MAIN
NEW 1050 MANHOLE AS PER LGAT DRAWING TSD-SW02-v1 ATDEVELOPERS COST. (TO BE NEW PROPERTY CONNECTION)
NEW DN225 STORMWATER PROPERTY CONNECTIONFROM MAIN AS PER TSD-SW25
BOUNDAR
Y
BOUNDARY
BOUNDARY
BOUNDARY
BOUNDARY
BOUNDARY
EXISTING SEWER PROPERTY CONNECTION AS PEREXISTING DRAINAGE PLANS OBTAINED BY GCC TO
BE MADE REDUNDANT CAPPED AND SEALED ATDEVELOPERS COST.
EXISTING STORMWATER MANHOLE
EXSTING STORMWATER MANHOLE
EXISTING SW PROPERTYCONNECTION AS SHOWN ON GCC
GIS MAPS. TO BE CAPPED ANDSEALED AT DEVELOPERS COST
NEW DN225 STORMWATER MAINAT DEVELOPERS COST
DN150 HIGH FLOW BYPASS TORECONNECT TO STORMWATERLINEDN150
C
3
.
0
1
-
EXISTING DN100 CONCRETETASWATER SEWER MAIN TO BEUPGRADED TO DN150 PVC-U SN8BETWEEN SEWER MAINTENANCEHOLD A552385 AND A552378 ATDEVELOPERS COST
NEW DN100 SEWER CONNECTION TO CONNECT OFFNEW TASWATER 150mm MAIN AS PER DRAWING
MRWA-S-104A. IO TO SURFACE TO BE PROVIDED ASPOINT OF CONNECTION AS PER TASWATER
SUPPLEMENTS & GUIDELINES.
EXISTING WATER CONNECTION TO BEMADE REDUNDANT, CAPPED AND SEALED
AT DEVELOPERS COST.
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337
BEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDER GROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT LOCATION SHOULD BEPROVEN ON SITE BY THE RELEVANT AUTHORITIES. NOGUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN.
THIS DRAWING MUST ONLY BE DISTRIBUTED IN FULLCOLOUR. ALDANMARK CONSULTING ENGINEERSACCEPTS NO LIABILITY ARISING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.
THESE DRAWINGS MUST BE APPROVED BYCOUNCIL & TASWATER PRIOR TO CONSTRUCTION
DRAWN: DESIGNED: VERIFIED:
SCALE: SIZE:
PROJECT No. SHEET No. REV No.
A1~
SHEET:
PROJECT:
ISSUE:
ADDRESS:
CLIENT:
REV. DESCRIPTION DATE REV. DESCRIPTION DATE
DATE:
TOTALSHEETS:
Lower Ground199 Macquarie Street
Hobart TAS 700003 6234 8666
CF CF 31/01/2020
C19E82-1
SECTIONS
PROPOSED DEVELOPMENT
DERWENT PARK PLUMBING SUPPLIES
9 HOWARD ROAD, DERWENT PARK GLENORCHY, 7010A DESIGN APPROVAL 12/12/2019
B DESIGN APPROVAL 12/12/2019C DESIGN APPROVAL 31/01/2020
C3.01
MW
4
DESIGN APPROVAL
HALF SCALE PRINT
STORMWATER PRE AND POST DEVELOPMENT DISCHARGENTS
POST DEVELOPMENT FLOW - 34.92L/PS
PRE DEVELOPMENT FLOW - 35.55L/PS
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
21.68
CHAINAGE
17.76
17.76
17.67
17.58
17.50
17.41
17.32
17.23
17.14
17.05
16.96
16.87
16.78
16.69
16.52
16.30
16.26
16.22
16.24
16.24
16.24
16.24
16.26
16.29
16.29
16.29
SURFACEEXISTING
18.02
018
.020
18.02
0
18.02
0
18.02
0
18.02
0
18.02
0
18.02
0
18.02
0
18.02
0
18.02
0
18.02
0
18.02
0
18.02
0
16.50
0
16.50
0
16.50
0
16.50
0
16.50
0
16.50
0
16.50
0
16.50
0
CENTRE LINEDESIGN
+0.26
+0.35
+0.44
+0.52
+0.61
+0.70
+0.79
+0.88
+0.97
+1.06
+1.15
+1.24
+1.33
+1.50
+0.20
+0.24
+0.28
+0.26
+0.26
+0.26
+0.26
+0.24
FILL (+)CUT (-)
R.L. 12.00
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
I.P. 1
8.020
0.00%
I.P. 1
8.020
-152.00%
I.P. 1
6.500
I.P. 1
6.500
I.P. 1
6.500
I.P. 1
6.500
I.P. 1
6.500
I.P. 1
6.500
I.P. 1
6.500
0.00%
PVC
150 I
nv 15
.328
Pipe
150 1
50 In
v 15.7
21
0.00
36.55
36.55m
17.43
16.48
17.43
18.02
15.55
0
14.61
0
1.88
3.41
DN150 uPVC SN8
-2.57%
S2 S1
CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
DEPTH TO INVERT
PIPE DIAMETER / MATERIAL
GRADE %
DATUM RL 12.30
Ø100
IL 16
.17
TASWATER SEWER MAIN LONGSECTIONSCALE 1:300 (A1) HORIZSCALE 1:100 (A1) VERT
NEW PRIVATE DN150 uPVC SW
DESIGN SURFACE
EXISTING SURFACE
EXISTING SEWER MANHOLE TO BELOWERED TO MATCH NEW DESIGN
LEVELS
0.00
22.20
22.20m
17.82
16.50
17.84
16.50
16.83
9
15.60
0
1.00
0.98
-5.58%
W3 W2
CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
DEPTH TO INVERT
PIPE DIAMETER / MATERIAL
GRADE %
DATUM RL 13.20
56.77
34.57m
16.22
16.50
15.60
00.6
2
0.00%
W1
Ø100
IL 16
.26
EXISTING TASWATER WATER MAIN LONGSECTIONSCALE 1:500 (A1) HORIZSCALE 1:100 (A1) VERT
EXISTING TASWATERWATER MAIN
NEW PRIVATE DN150 uPVC SW
DESIGN SURFACEEXISTING SURFACE
DN150 DICL DN150 DICL
DESIGN SURFACE
EXISTING SURFACEEXISTING TASWATER WATER MAIN(LEVELS INTERPOLATED FROMOBVERT LEVELS POTHOLED ON SITE)
EXISTING TASWATER SEWER MAIN(LEVELS INTERPOLATED FROMOBVERT LEVELS POTHOLED ON SITE)
SHOWROOM DESIGN LEVEL
DRIVE THROUGH DESIGN LEVEL
SECTION 1SCALE 1:100 (A1) HORIZSCALE 1:100 (A1) VERT
EXISTING DN100 CONCRETE TASWATER SEWERMAIN TO BE UPGRADED TO DN150 PVC-U SN8BETWEEN SEWER MAINTENANCE HOLD A552385AND A552378 AT DEVELOPERS COST
Version: 1, Version Date: 12/06/2020Document Set ID: 2846337