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2 September 2021
Conybeare Morrison International Pty Ltd Level 1, 52-58 William Street East Sydney NSW 2011 Attention: Michael Morony
Dear Michael,
RE: TRAFFIC REPORT FOR PROPOSED STORAGE PREMISES AT BELL STREET AND TURNER STREET, DENMAN,
NSW
1. INTRODUCTION
PSA Consulting has been engaged by Conybeare Morrison International Pty Ltd to provide traffic engineering advice in relation to the proposed storage premises at the corner of Bell Street and Turner Street, Denman (Lot 42 in DP771226). The site is situated such that Turner Street is located both to the north and south of the site. The site is located within the Muswellbrook Shire Council (MSC) local government area and therefore the following advice is aligned with the MSC Development Control Plan 2009 (DCP) and Australian Standards Parking Facilities AS2890 series.
The application proposes the development of a ‘storage premises’ with various sized secure storage units and open carports for use in accordance with the Muswellbrook Local Environmental Plan 2009 (LEP) definition of storage premises as follows:
storage premises means a building or place used for the storage of goods, materials, plant or machinery for commercial purposes and where the storage is not ancillary to any industry, business premises or retail premises on the same parcel of land, and includes self-storage units, but does not include a heavy industrial storage establishment or a warehouse or distribution centre.
The following Traffic Report outlines an assessment of the proposed design with regards to site layout, traffic generation, access and servicing.
2. EXISTING CONDITIONS
The subject site is located at the corner of Bell Street and Turner Street adjacent to the railway line in Denman, NSW. The site is currently zoned as RU5 Village pursuant to the LEP and is a vacant site. The site locality is shown in Figure 1.
The roads surrounding the site provide access to residential lots and recreation use lots. Turner Street extends from Kenilworth Street in the north to the northern boundary of the site, and provides access to 8 residential houses. Bell Street/Turner Street in the south meets at a corner on the southern boundary of the site and provides access to residential, recreation and sporting land uses. The traffic volumes surrounding the site are anticipated to be low due to the surrounding land uses.
1190 – 2 September 2021– V4 2
Figure 1: Site locality (Source: Nearmap, 2021)
3. PROPOSED DEVELOPMENT
3.1. DEVELOPMENT DETAILS
The development proposed is a storage complex which includes the following storage facilities:
• 32 storage units measuring 6 m x 2.4 m
• 32 storage units measuring 6.4 m x 2.4 m
• 22 storage units measuring 7 m x 3.6 m
• 21 storage units measuring 7.4 m x 3.6 m
• 1 storage unit measuring 7 m x 1.8 m
• 1 storage unit measuring 7.4 m x 1.8 m
• 1 cleaner’s store measuring 4.485 m x 3.6 m
• 1 unisex accessible toilet
• 13 x carport storage bays measuring 4.5 m x 12 m
• 11 car parking spaces (including 1 accessible space).
The development plan is attached in Appendix 1.
4. COMPLIANCE WITH STANDARDS
The following sections identify compliance of the proposed development with the MSC DCP and AS2890 series.
4.1. SITE LAYOUT
The site has been designed to cater for one-way circulation on the outer aisles and a two-way aisle through the centre of the site. The aisle widths and corners have been designed to allow for swept paths of a non-articulated design vehicle of 10.2m (i.e. between standard medium rigid and heavy rigid sized vehicles) and a car towing a caravan with a length of 12.5m. Refer Appendix 2 for swept paths of design vehicles.
The design of car parking spaces and aisle widths is generally in accordance with the AS2890 series.
1190 – 2 September 2021– V4 3
4.2. ACCESS
There are two access points to the site, one entry and exit point on Bell Street at the southern boundary and one entry point from Turner Street at the northern boundary. Both entry and exit points are accessed via a swipe card and security gate arrangement. The accesses have been designed in accordance with the design vehicles (refer Appendix 2 for swept path of vehicles).
There are 11 formal car parking spaces located along the western boundary of the site. As such the queuing requirements set out in AS2890.1 are a minimum 2 vehicles. However, due to the nature of the site and limited access that will occur, provision for 1 queued vehicle using the swipe access has been included. This is considered sufficient for the site use and is not expected to negatively impact the external road network.
The location of the exit access point is expected to have sufficient site distance due to the vertical geometry of the use of the opposite property being a sports playing field.
4.3. PARKING
Section 16 Car Parking and Access of the MSC DCP specifies at ‘industry and storage’, that a ‘warehouse or distribution centre’ requires 1 car parking spaces per 300m2 of gross floor area (GFA). With a GFA of 3,065m2, 11 car parking spaces should be provided at the site. 11 car parking spaces (inclusive of one accessible parking space) have been provided along the western boundary of the site as shown in Appendix 1. These are designed in accordance with AS2890.1 Off-street car parking and AS2890.6 Off-street parking for people with disabilities series.
4.4. SERVICING
Due to the nature of the site, it is not expected that there would be a servicing requirement at the site; however, should a large vehicle be required to load/unload at the site, there is sufficient aisle width along the northern boundary for a 10.2m vehicle to stand whilst undertaking this activity. With the low trip generation predicted for storage premises land uses (refer Section 5.1) it is not expected that this arrangement would cause adverse impacts at the site.
5. TRAFFIC IMPACT
5.1. TRIP GENERATION
The Institute of Transportation Engineers (ITE) Trip Generation Manual specifies that for mini-warehouses the trips outlined in Table 1 and Table 2 are applicable. The manual defines a mini-warehouse “as a building in which a number of storage units or vaults are rented for the storage of goods. They are typically referred to as “self-storage” facilities”.
Table 1: Daily trip generation (Source: Institute of Transportation Engineers)
LAND USE DEVELOPMENT
YIELD
DAILY WEEKDAY DAILY SATURDAY DAILY SUNDAY
Trip
generation
rate
Trips
generated
(vpd)
Trip
generation
rate
Trips
generated
(vpd)
Trip
generation
rate
Trips
generated
(vpd)
Mini-
Warehouse 3,065m2 GFA
1.51 trips
per 92.9m2
GFA
50 1.95 trips per
92.9m2 GFA 65
1.89 trips per
92.9m2 GFA 63
TOTAL 3,065m2 GFA 50 trips 65 trips 63 trips
Table 2: Peak hourly trip generation (Source: Institute of Transportation Engineers)
LAND USE DEVELOPMENT
YIELD
PEAK HOUR (AM & PM) PEAK HOUR (SAT) PEAK HOUR (SUN)
Trip
generation
rate
Trips
generated
(veh/h)
Trip
generation
rate
Trips
generated
(veh/h)
Trip
generation
rate
Trips
generated
(veh/h)
Mini-
Warehouse 3,065m2 GFA
0.2 trips per
92.9m2 GFA 7
0.31 trips per
92.9m2 GFA 11
0.16 trips per
92.9m2 GFA 6
TOTAL 3,065m2 GFA 7 trips 11 trips 6 trips
1190 – 2 September 2021– V4 4
The following assumptions have been made for the traffic impact:
• 50% of vehicles entering will be split between the two entry points to the site.
• 100% of vehicles will exit the site on Bell Street at the single exit point.
• The traffic generation rates presented for a mini-warehouse are likely conservative for a location such as the proposed.
5.2. IMPACT SUMMARY
Based on the above assumptions and generation, it is not likely that any adverse impact would result on the surrounding road network due to the nature of the site being low traffic generating (ie maximum trip generation of 11 trips per hour on a weekend) and the hierarchy of the surrounding roads.
6. CONCLUSION
This traffic report concludes that the proposed storage premises land use at Bell Street and Turner Street, Denman is generally in accordance with AS2890 series and the MSC DCP.
I trust the information above is satisfactory. If you have any further questions, please do not hesitate to contact me on (07) 3220 0288.
Yours sincerely,
Hannah Richardson
Director, Traffic and Transport Engineering
PSA Consulting (Australia) Pty Ltd
Revision History:
VERSION DATE DETAILS REPORT AUTHOR AUTHORISATION
V4 2 September 2021 FINAL Kirstin Palmer
Hannah Richardson Hannah Richardson
Appendices:
APPENDIX 1
Development plans
APPENDIX 2
SK03 – Swept path car towing caravan
SK05 – Swept path RCV (10.2m) vehicle
DENMAN STORAGE SHED COMPLEXDA DOCUMENTATION - AUGUST 2021FOR MUSWELLBROOK SHIRE COUNCIL
SITE DEVELOPMENT AREA
1086
10
60392
9918
5
5990
36604
20092
N
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PROJECT:
DRAWING TITLE:
REV:
PLOTTED:
SHEET NUMBER:
SCALE:
All rights reserved. This work is copyright and cannot be reproduced or copied by any means without the written permission of Conybeare Morrison International. Any license, express or implied, to use this document for any purpose whatsoever is restricted to the terms of the agreement between Conybeare Morrison International and the instructing party.
COPYRIGHT:
T | 61 2 8244 8888 W | www.cmplus.com.au E | [email protected] Conybeare NSW ARB No 2252 | Bill Morrison NSW ARB No 2447
ARCHITECT:
CONYBEARE MORRISON INTERNATIONAL P\L | ABN 50 055 972 248
Verify all dimensions on site before commencing work. Report all discrepancies tothe Architect Prior to construction. Use figured dimensions in preference to scaleddimensions. Drawings made to larger scales and those showing particular parts of the works take precedence over drawings made to smaller scales or for generalpurposes. All work is to conform to relevant Australian Standards and Codestogether with all Authorities' requirements and Regulations.
Document Notes
SCALE 1:5000 20
CLIENT:
NOT FOR CONSTRUCTIONE
1 : 500 @ A1
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COVER
TURNER STREET, DENMAN, NSW
DENMAN STORAGE SHED COMPLEX
DA0000
20034
1 : 5001 SITE PLAN
REV DATE DESCRIPTION APPA 31/03/21 ISSUED FOR INFORMATION MMB 15/04/21 ISSUED FOR COORDINATION MMC 26/04/21 ISSUED FOR COORDINATION MMD 28/07/21 ISSUED FOR COORDINATION MME 20/08/21 ISSUED FOR DA MM
AG ACCESS GRATEAC AIR CONDITIONINGAL ALUMINIUMAFFL ABOVE FINISHED FLOOR LEVELADJ ADJUSTABLE SHELFAW ARTWORKAHD AUSTRALIAN HEIGHT DATUMAS AUSTRALIAN STANDARDSBSN BASINBBQ BARBECUEBTH BATHBW BASIN/BATH WASTEBID BIDETBIN BINBDY BOUNDARYBT BOTTLE TRAPBG BOX GUTTERBB BULLETIN BOARDCH CONCEALED HINGECPT CARPETCR CEMENT RENDERCT CERAMIC TILECF CEILING FANCOS CHECK ON SITECIS CISTERNCFC COMPRESSED FIBRE CEMENTC CONCRETECC CHIMNEY COWLCP CONCRETE PAVERCJ CONTROL JOINTCTP COOKTOPCPD CUPBOARDDW DISHWASHERDIV DIVERTORD DOORDS DOOR STOPDP DOWN PIPEDWR DRAWERDG DRIP GROOVEEP EDGE PULLEX EXISTINGEG EAVES GUTTERFB FACE BRICKWORKFCL FINISHED CEILING LEVELFFL FINISHED FLOOR LEVELFSL FINISHED STRUCTURE LEVELFP FIREPLACEFS FIXED SHELFFW FLOOR WASTEFLB FLUSH BUTTONFPL FLUSH PULLFG FRAMELESS GLASSFR FRIDGEG GATEGM GAS METERGD GRATED DRAINGR GRILLEH HANDLEHK ROBE HOOKHM HIT + MISS BRICKWORKHR HANDRAILHWS HOT WATER SYSTEMIM ICE MAKERJ JOINERY FINISHJN JOINERY TO DETAILL LIGHTLVR DOOR LEVERMW MICROWAVE OVENMR MIRRORMIX MIXERMS METAL SHEETN NEWOF OVERFLOW OUTLETOSD ON SITE DETENTIONOV OVENPFT PAINT FINISH TYPEPIT STORMWATER PITPB PEBBLE BALLASTPBD PLASTERBOARDPV PHOTO-VOLTAIC PANELPC PUSH CATCHPL DOOR PULLPAN TOILET PANRC ROOF COWLRH RANGEHOODRL REDUCED LEVELRWO ROOF WATER OUTLETSJ SAWN JOINTSB SKIMMER BOXSEW SEWER DRAINAGE PIPESIM SIMILARSNK SINKSH SHOWER HEADSK SKYLIGHTSPH SOLAR POOL HEATINGSPT SPOUTSS STAINLESS STEELSC STEEL COLUMNST STONESTM STEAMERSW STORMWATERSHS SQUARE HOLLOW SECTIONTV TELEVISIONTCF TENNIS COURT FENCETCS TENNIS COURT SURFACETB TIMBERTC TIMBER CLADDINGTD TIMBER DECKINGTF TIMBER FLOORTS TIMBER SHINGLESTBH TOILET BRUSH HOLDERTPH TOILET PAPER HOLDERTG TONGUE AND GROOVE TIMBERTR TOWEL RAILTPZ TREE PROTECTION ZONETT VEHICLE TURNTABLETUB TUBTVM TELEVISION MOUNTTYP TYPICALUNO UNLESS NOTED OTHERWISEVB VILLABOARDVP VENT PIPEWC WATER CLOSETW WINDOWWM WATER METERZIP ZIP HEATER
ABBREVIATIONSGENERALALL WORK SHALL BE CARRIED OUT USING NEW MATERIALS TO A FIRST CLASS QUALITY OF WORKMANSHIP AND IN ACCORDANCE WITH ALL RELEVANT REGULATIONS, BCA REQUIREMENTS, SAA CODES AND LOCAL AUTHORITY REQUIREMENTS.
DEMOLITIONCOMPLETE ALL DEMOLITION REQUIRED TO COMPLETE THE WORKS. DEMOLITION TO BE CARRIED OUT AND REFUSE REMOVED WITH MINIMUM DISTURBANCE TO THE EXISTING DWELLING AND ADJOINING DWELLINGS. MAKE GOOD DISTURBED SURFACES AND STRUCTURE BEFORE COMMENCING NEW WORK. DEMOLITION TO BE CARRIED OUT IN ACCORDANCE WITH AS2601-2001.
CARPENTRY & JOINERYALL TIMBERS SHALL BE BEST QUALITY OF THEIR RESPECTIVE SELECTION AND GRADE CONFORMING WITH AS 1684 LIGHT TIMBER FRAMING CODE SPECIFICATION REQUIREMENTS. STRUCTURAL TIMBER SHALL BE MINIMUM F7 GRADE. FRAMING SHOWN IS INDICATIVE ONLY.
DAMP PROOFING, FLASHING & WATERPROOFINGINSTALL FLASHINGS, DRIPS, STORM MOLDS, WEATHER SEALS, CAULKING, POINTING, OR THE LIKE SO THAT WATER IS PREVENTED FROM ENTERING THE BUILDING. ALL WATERPROOFING TO BE IN ACCORDANCE WITH AS 3740. ALL WET AREAS TO BE EXAMINED AND CERTIFIED BY AN ACCREDITED CERTIFIER.
SMOKE ALARMSSMOKE ALARMS TO BE PROVIDED IN ACCORDANCE WITH AS 3786-1993 AND PART 3.7.2 OF THE BCA
PLUMBING & DRAINAGEWORK SHALL BE CARRIED OUT BY A LICENSED CONTRACTOR IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION OVER THE WORKS. CONNECT NEW BATHROOMS TO EXISTING SEWERAGE. CONNECT ALL NEW STORMWATER DRAIN POINTS TO EXISTING STORMWATER DRAINAGE. CONNECT ROOF CATCHMENT TO NEW RAINWATER TANK AND CONNECT TO PLUMBING TO WATER GARDENS; REFER HYDRAULIC DRAWINGS. TOILET CISTERNS TO BE WATER EFFICIENT DUAL FLUSH SYSTEMS AND PLUMBING FIXTURES TO BE WATER EFFICIENT TRIPLE A RATED. ALL NEW HOT WATER SERVICE PIPES TO BCA AND AS3500.
BRICKWORKALL BRICKWORK TO BE PERFECTLY LEVEL, STRAIGHT & PLUMB & PERFECTLY BONDED. BUILD IN ALL DPC'S, ARCH BARS, WALL TIES & THE LIKE. ALL WORK TO BE CARRIED OUT IN A SKILLFUL & WORKMANLIKE MANNER IN ACCORDANCE WITH BEST TRADE PRACTICE, & AS PER AUSTRALIAN STANDARDS.
STEELWORKALL STEELWORK TO BE IN ACCORDANCE WITH STRUCTURAL ENGINEERS PLANS & SPECIFICATION.
ELECTRICALWORK SHALL BE CARRIED OUT BY A LICENSED CONTRACTOR IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION OVER THE WORKS. SMOKE ALARMS ARE TO BE INSTALLED TO COMPLY WITH AS3786
PLASTERING & RENDERING13MM STANDARD GRADE PLASTERBOARD TO ALL STUD WALLS, FIXED IN ACCORDANCE WITH MANUFACTURES INSTRUCTIONS. VILLABOARD TO WET AREAS.
BOUNDARIESNO PORTION OF THE PROPOSED ALTERATIONS AND ADDITIONS, INCLUDING THE FOOTINGS AND ROOF EAVES, IS TO ENCROACH BEYOND THE BOUNDARIES OF THE SUBJECT PROPERTY.
STRUCTUREALL STRUCTURAL WORKS TO PRACTISING STRUCTURAL ENGINEER'S DETAILS AND SPECIFICATIONS. REFER ALL STRUCTURAL ENGINEER'S DETAILS PRIOR TO CONSTRUCTION.
EXISTING STRUCTUREWHERE POSSIBLE EXISTING MATERIALS ARE TO BE RE-USED FOR THE PURPOSE OF NEW CONSTRUCTION AND WASTE MINIMISED GENERALLY.
WINDOWS & DOORSALL EXTERNAL DOORS AND WINDOWS ARE TO INCLUDE WEATHER-STRIPPING TO MANUFACTURER'S RECOMMENDATIONS AND/OR SPECIFICATION.
TERMITE CONTROLALL TERMITE CONTROL TO BE PROVIDED TO COMPLY WITH BCA AND COUNCIL REQUIREMENTS.
BASIX COMMENTSLIGHT FITTINGS:A MINIMUM OF 40% OF NEW OR ALTERED LIGHT FITTINGS ARE TO BE FITTED WITH FLUORESCENT, COMPACT FLUORESCENT OR LED LAMPS.WATER FIXTURES:NEW OR ALTERED SHOWER HEADS MUST HAVE A FLOW RATE OF NO GREATER THAN 9L/ MINUTE OR A 3 STAR WATER RATING.NEW OR ALTERED TOILETS MUST HAVE A FLOW RATE OF NO GREATER THAN 4L/ AVERAGE FLUSH OR A MINIMUM 3 STAR WATER RATING.NEW OR ALTERED TAPS MUST HAVE A FLOW RATE OF NO GREATER THAN 9L/ MINUTE OR A MINIMUM 3 STAR WATER RATING.THERMAL INSULATION:N/AGLAZING:STANDARD ALUMINIUM, SINGLE CLEAR, (U-VALUE: 7.63, SHGC: 0.75)AND;STANDARD ALUMINIUM, SINGLE PYROLYTIC LOW E, (U-VALUE: 5.7, SHGC: 0.47)AND;IMPROVED ALUMINIUM, TONED/AIR GAP/ CLEAR, (OR U-VALUE: 4.09, SHGC: 0.47)SKYLIGHTS:N/A
JOINERY NOTESTYPICALLY ALL INTERNAL CARCASSES & SHELVES TO BE 18mm HMR BOARD WITH WHITE MELAMINE FINISH.ROBE HANGING RAILS TO BE PROPRIETARY 30mm DIAMETER CHROME PLATED TUBULAR RAIL WITH PROPRIETARY FIXING TO ROBE CARCAS.ALL JOINERY TO BE SITE MEASURED AND CUSTOM BUILT TO SUIT EXACT DIMENSIONS.ALL JOINERY DOORS TO BE 18mm MDF WITH SELECTED FINISH APPIED TO ALL FACES DOOR HARDWARE: MADINOZ STAINLESS STEEL D PULL HANDLES (MDZ100F).
NOTES
CLASSIFICATION 7B (STORAGE UNITS)RISE IN STOREYS ONE (1)TYPE OF CONSTRUCTION TYPE C (LEAST FIRE RESISTANT)
SITE DEVELOPMENT AREA 6,432 SQMLANDSCAPE AREA 785 SQMBUILDNG AREA 2,861 SQMFSR 0.44
DEVELOPMENT TABLE
PROJECT:
DRAWING TITLE:
REV:
PLOTTED:
SHEET NUMBER:
All rights reserved. This work is copyright and cannot be reproduced or copied by any means without the written permission of Conybeare Morrison International. Any license, express or implied, to use this document for any purpose whatsoever is restricted to the terms of the agreement between Conybeare Morrison International and the instructing party.
COPYRIGHT:
T | 61 2 8244 8888 W | www.cmplus.com.au E | [email protected] Conybeare NSW ARB No 2252 | Bill Morrison NSW ARB No 2447
ARCHITECT:
CONYBEARE MORRISON INTERNATIONAL P\L | ABN 50 055 972 248
Verify all dimensions on site before commencing work. Report all discrepancies tothe Architect Prior to construction. Use figured dimensions in preference to scaleddimensions. Drawings made to larger scales and those showing particular parts of the works take precedence over drawings made to smaller scales or for generalpurposes. All work is to conform to relevant Australian Standards and Codestogether with all Authorities' requirements and Regulations.
Document Notes
CLIENT:
NOT FOR CONSTRUCTIONE
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DRAWING LIST AND NOTES
TURNER STREET, DENMAN, NSW
DENMAN STORAGE SHED COMPLEX
DA0001
20034
DRAWING LIST
DRAWING NO. DRAWING NAME REVISION
DA0000 COVER EDA0001 DRAWING LIST AND NOTES EDA0101 EXISTING AND DEMOLITION - PLAN - GROUND LEVEL EDA1001 PLAN - GROUND LEVEL EDA1011 PLAN - ROOF LEVEL EDA2001 ELEVATIONS AND SECTIONS EDA6001 SCHEDULE - FINISHES DDA6101 SCHEDULE - FIXTURES DDA6201 SCHEDULE - SIGNAGE CDA7001 MATERIALS BOARD CDA9001 PERSPECTIVE - SHEET 1 DDA9002 PERSPECTIVE - SHEET 2 BDA9003 PERSPECTIVE - SHEET 3 B
REV DATE DESCRIPTION APPA 31/03/21 ISSUED FOR INFORMATION MMB 15/04/21 ISSUED FOR COORDINATION MMC 26/04/21 ISSUED FOR COORDINATION MMD 28/07/21 ISSUED FOR COORDINATION MME 20/08/21 ISSUED FOR DA MM
116.37116.24
116.36
116.20
116.20
116.12
116.12
116.02
115.90
115.79
115.95
116.01
115.97
89
115.88
115.81
115.83
115.71
115.73
115.63
115.64
115.31
115.23
115.37
115.33
115.30
115.38
115.07114.93
115.11115.13
115.37
115.40115.50
115.77
115.41
115.38
115.66
115.82
115.90
116.09
116.02
116.25
116.49
116.43
116.29
115.73
115.57
115.48
115
115.2
115.4
115.6
115.6
115.8
116116.2
116.4
116.6
116.8
115.27
115.26
115.18
114.90
114.94
115.26
115.06
115.20
115.37
116.58
116.11
116.18
116.29
116.44
116.63
117.00
117.10
117.47
117.11
115.63
115.37
115.51
115.65115.73
115.75
116.13116.78
116.51
115.73
115.61
115.48
115.55
115.72115.41
115.26115.20
115.20
115.19
115.58115.57
115.60115.32
115.28
115.41116.22
115.95
115.28
115.28
115.34
115.48
115.40
115.25
116.78
RAILWAY LINE
42/DP771226
1/DP249647
2/DP249647
41/DP771226
9/DP249647
40/DP771226
BOUN
DARY
BOUNDARY
BOUNDARY
SEALED REINFORCED CONCRETE SLAB ON GROUND FLOORING TO STORAGE SHEDS
COLORBOND STEEL CLAD STORAGE SHEDS. OUTLINE INDICATED IN DASHED LINEWORK.
ASPHALT OR SIMILAR VEHICLE CIRCULATION ACCESS WAY SURFACE
13X (4.5M X 12M) COVERED PARKING BAYS. OUTLINE INDICATED IN DASHED LINEWORK.
14435 77020
14435 81220
685
1166
766
0014
620
6600
1262
061
0015
00
BOUNDARY
4500
12000
6445TURNER STREET
SURFACE TO BE GRADED TO SUIT. REFER TO CIVIL ENGINEER'S PACKAGE FOR DETAILS.
45.00
°
ENTR
Y/EX
IT
EXISTING RAIL LINE FENCE INSIDE LOT BOUNDARY TO BE DEMOLISHED AND MOVED TO BOUNDARY LINE
EXISTING RAIL LINE FENCE OUTSIDE LOT BOUNDARY TO BE RETAINED
EXISTING RAIL LINE FENCE OUTSIDE LOT BOUNDARY TO BE RETAINED
2400 HIGH POWDERCOATED STEEL PALISADE FENCE (BLACK)
ENTR
Y
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
SOLID COLORBOND FENCE
2400 HIGH POWDERCOATED STEEL PALISADE FENCE (BLACK)
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
SOLID COLORBOND FENCE
SINGLE STORY RESIDENTIAL DWELLING
SINGLE STORY RESIDENTIAL DWELLING
SINGLE STORY RESIDENTIAL DWELLING
STAGE 1 STAGE 2
BELL
STR
EET
EXISTING POWER LINE
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DRAWING TITLE:
REV:
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SHEET NUMBER:
SCALE:
All rights reserved. This work is copyright and cannot be reproduced or copied by any means without the written permission of Conybeare Morrison International. Any license, express or implied, to use this document for any purpose whatsoever is restricted to the terms of the agreement between Conybeare Morrison International and the instructing party.
COPYRIGHT:
T | 61 2 8244 8888 W | www.cmplus.com.au E | [email protected] Conybeare NSW ARB No 2252 | Bill Morrison NSW ARB No 2447
ARCHITECT:
CONYBEARE MORRISON INTERNATIONAL P\L | ABN 50 055 972 248
Verify all dimensions on site before commencing work. Report all discrepancies tothe Architect Prior to construction. Use figured dimensions in preference to scaleddimensions. Drawings made to larger scales and those showing particular parts of the works take precedence over drawings made to smaller scales or for generalpurposes. All work is to conform to relevant Australian Standards and Codestogether with all Authorities' requirements and Regulations.
Document Notes
SCALE 1:2000 8
CLIENT:
NOT FOR CONSTRUCTION
DEMOLITION NOTESVERIFY ALL EXISTING CONDITIONS ON SITE PRIOR TO COMMENCING. NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM DRAWINGS.
ALL EFFORTS HAVE BEEN MADE TO NOTE PRINCIPLE DEMOLITION REQUIREMENT / WORKS. WHERE THE CONTRACTOR REQUIRES ADDITIONAL DEMOLITION, SUPPORTING OF EXISTING STRUCTURES OR MAKING GOOD OF ZONES RESULTING IN THE DEMOLITION PROCESS, THE CONTRACTOR SHALL ALLOW FOR SUCH WORKS AS REQUIRED TO COMPLETE THE WORKS.
IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THE WORKS ARE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF LOCAL AUTHORITIES, APPROVED BUILDING PRACTICES AND ALL RELEVANT LEGISLATION
REFER TO SURVEY PLAN FOR EXISTING SITE CONDITIONS.
READ DEMOLITION DRAWINGS IN CONJUNCTION WITH STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
REFER TO SERVICES DRAWINGS FOR THE EXTENT OF ELECTRICAL, MECHANICAL AND HYDRAULIC SERVICES RELOCATION, DISCONNECTION OR REMOVAL. DECOMMISSION, CAP AND SEAL ALL SERVICES TO BE TERMINATED OR DISTURBED BY DEMOLITION WORKS. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES.
ALLOW FOR DRILLING/ CUTTING OF CORE HOLES AND SERVICES PENETRATIONS FOR ALL NEW SERVICES THROUGH EXISTING BUILDING ELEMENTS AS REQUIRED BY SERVICES ENGINEERING DOCUMENTATION.
THE CONTRACTOR IS RESPONSIBLE FOR MANAGING ALL MATERIAL LOADING & UNLOADING ON SITE RELATING TO THE DEMOLITION WORKS.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND MAKE GOOD WATERPROOFING DISTURBED BY DEMOLITION WORKS AND MARRY IN AND MAKE GOOD WITH THE NEW WORK
PROVIDE AND MAINTAIN HOARDING, BARRICADES, LIGHTING AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. COMPLY WITH ALL REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND THE ENVIRONMENT
LEAVE CONTRACT AREAS AND SITE CLEAN, ORDERLY AND ACCEPTABLE FOR NEW CONSTRUCTION. ALL SURFACES TO BE LEFT IN GOOD ORDER, MAKE GOOD AND PROFESSIONALLY REPAIR ALL HOLES WEATHER TIGHT AND TO EQUIVALENT FIRE RATING OF SURROUNDING CONSTRUCTION AS REQUIRED.
PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S) PROVIDE AND PLACE BRACING OR SHORING IN ACCORDANCE WITH STRUCTURAL ENGINEER'S DETAILS AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE DURING THE WORKS. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY.
THE CONTRACTOR IS TO ALLOW FOR THE REMOVAL AND DISPOSAL OF ALL DEMOLISHED MATERIALS, DEBRIS, REFUSE AND RUBBISH ASSOCIATED WITH THE DEMOLITION WORKS.
CONCRETE WORK
BRICKWORK
BLOCKWORK
WALL LEGEND
EXISTING ELEMENT
DEMOLISHED ELEMENT
E
1 : 200 @ A1
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EXISTING AND DEMOLITION -PLAN - GROUND LEVEL
TURNER STREET, DENMAN, NSW
DENMAN STORAGE SHED COMPLEX
DA0101
20034
1 : 2001 EXISTING/DEMOLITION - PLAN - GROUND LEVEL
REV DATE DESCRIPTION APPA 31/03/21 ISSUED FOR INFORMATION MMB 15/04/21 ISSUED FOR COORDINATION MMC 26/04/21 ISSUED FOR COORDINATION MMD 28/07/21 ISSUED FOR COORDINATION MME 20/08/21 ISSUED FOR DA MM
116.37116.24
116.36
116.20
116.20
116.12
116.12
116.02
115.90
115.79
115.95
116.01
115.97
89
115.88
115.81
115.83
115.71
115.73
115.63
115.64
115.40115.50
115.48
115.6
116.8
115.27
115.37
116.58
117.00
117.10
117.47
117.11
116.78
116.51
116.22
115.95
6600
4DA2001
2400 HIGH POWDERCOATED STEEL PALISADE FENCE (BLACK)
BELL
STR
EET
BOUN
DARY
ENTR
Y/EX
IT
2400 HIGH POWDERCOATED STEEL SWIPE CARD OPERATED AUTOMATED ENTRY GATE TO MATCH PALISADE FENCE (BLACK)
TURNER STREET
RAILWAY LINE
ENTR
Y
BOUNDARY
BOUNDARY
BOUNDARY
1500
6100
1262
066
0014
620
6600
1166
768
5
14435 77020
DA20012
1DA2001
2/DP249647
9/DP249647
3DA2001
UNISEX ACCESSIBLE AMENITIES
32X (6.4M X 2.4M) STORAGE UNITS (SUITABLE FOR MOTORBIKE AND FILE STORAGE ETC)
22X (7.0M X 3.6M) STORAGE UNITS (SUITABLE FOR CAR STORAGE)
32X (6.0M X 2.4M) STORAGE UNITS (SUITABLE FOR MOTORBIKE AND FILE STORAGE ETC)
21X (7.4M X 3.6M) STORAGE UNITS (SUITABLE FOR CAR STORAGE)
SEALED REINFORCED CONCRETE SLAB ON GROUND FLOORING TO STORAGE SHEDS
COLORBOND STEEL CLAD STORAGE SHEDS
2.4M X 5.4M CAR PARKING BAY INDICATED IN DASHED LINEWORK WITH 300MIN CIRCULATION AROUND
ASPHALT OR SIMILAR VEHICLE CIRCULATION ACCESS WAY SURFACE
1X (7
.4M
X 1.
8M)
STOR
AGE
UNIT
S
CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400
14435 81220CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL
3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 1800
C LC L
C L60
0064
00
1262
0
C LC L
C L74
0070
00
1462
0
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
4500
12000
6445
42/DP771226
1/DP249647
41/DP771226
40/DP771226
45.00
°
FFL 115.60
EXISTING RAIL LINE FENCE OUTSIDE LOT BOUNDARY TO BE RETAINED
EXISTING RAIL LINE FENCE OUTSIDE LOT BOUNDARY TO BE RETAINED
4485
2475
CLEANER'S STORE
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
EXISTING POWER LINE
9X PARKING SPACES (5900X2100)
1X PARKING SPACE (6200X2100)
RAMP
RAMP
2100
4000
SOLID COLORBOND FENCE
2400 HIGH POWDERCOATED STEEL PALISADE FENCE (BLACK)
1X ACCESSIBLE PARKING SPACE (6200X2100)
2400 HIGH POWDERCOATED STEEL SWIPE CARD OPERATED AUTOMATED ENTRY GATE TO MATCH PALISADE FENCE (BLACK)
13X (4.5M X 12M) COVERED PARKING BAYS
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
SOLID COLORBOND FENCE
SINGLE STORY RESIDENTIAL DWELLING
SINGLE STORY RESIDENTIAL DWELLING
SINGLE STORY RESIDENTIAL DWELLING
STAGE 1 STAGE 2
RAMP
1X (7
.0M
X 1.
8M)
STOR
AGE
UNIT
S
PEDESTRIAN GATE OPERABLE (WITHOUT A KEY) FROM THE SIDE OF A PERSON SEEKING EGRESS TO THE STREET. GATE LOCKED FROM OUTSIDE AND INCORPORATE SECURITY SCREENING MEASURES AROUND DOOR HARDWARE DEVICE.
PEDESTRIAN GATE OPERABLE (WITHOUT A KEY) FROM THE SIDE OF A PERSON SEEKING EGRESS TO THE STREET. GATE LOCKED FROM OUTSIDE AND INCORPORATE SECURITY SCREENING MEASURES AROUND DOOR HARDWARE DEVICE.
2DA6201
1DA6201
STEP50
STEP50
STEP50
STEP50
STEP100
STEP100
STEP
150
STEP
100
STEP
150
STEP
100
STEP
150
STEP50
STEP50
STEP50
STEP50
STEP
700
STEP
750
STEP
800
STEP
750
STEP
700
FFL 116.45
FFL 116.30 FFL 116.35 FFL 116.40 FFL 116.35 FFL 116.30
FFL 116.55 FFL 116.45
FFL 116.30 FFL 116.35 FFL 116.40 FFL 116.35 FFL 116.30
FFL 115.60FFL 115.60 FFL 115.60 FFL 115.60 FFL 115.60
N
E
S
W
PROJECT:
DRAWING TITLE:
REV:
PLOTTED:
SHEET NUMBER:
SCALE:
All rights reserved. This work is copyright and cannot be reproduced or copied by any means without the written permission of Conybeare Morrison International. Any license, express or implied, to use this document for any purpose whatsoever is restricted to the terms of the agreement between Conybeare Morrison International and the instructing party.
COPYRIGHT:
T | 61 2 8244 8888 W | www.cmplus.com.au E | [email protected] Conybeare NSW ARB No 2252 | Bill Morrison NSW ARB No 2447
ARCHITECT:
CONYBEARE MORRISON INTERNATIONAL P\L | ABN 50 055 972 248
Verify all dimensions on site before commencing work. Report all discrepancies tothe Architect Prior to construction. Use figured dimensions in preference to scaleddimensions. Drawings made to larger scales and those showing particular parts of the works take precedence over drawings made to smaller scales or for generalpurposes. All work is to conform to relevant Australian Standards and Codestogether with all Authorities' requirements and Regulations.
Document Notes
SCALE 1:2000 8
CLIENT:
NOT FOR CONSTRUCTIONE
1 : 200 @ A1
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PLAN - GROUND LEVEL
TURNER STREET, DENMAN, NSW
DENMAN STORAGE SHED COMPLEX
DA1001
20034
1 : 2001 PLAN - GROUND LEVEL
REV DATE DESCRIPTION APPA 31/03/21 ISSUED FOR INFORMATION MMB 15/04/21 ISSUED FOR COORDINATION MMC 26/04/21 ISSUED FOR COORDINATION MMD 28/07/21 ISSUED FOR COORDINATION MME 20/08/21 ISSUED FOR DA MM
116.37116.24
116.36
116.20
116.20
116.12
116.12
116.02
115.90
115.79
115.95
116.01
115.97
89
115.88
115.81
115.83
115.71
115.73
115.63
115.64
115.40115.50
115.48
115.6
116.8
115.27
115.37
116.58
117.00
117.10
117.47
117.11
116.78
116.51
116.22
115.95
6600
4DA2001DA2001
2
1DA2001
3DA2001
BOUN
DARY
BOUNDARY
BOUNDARY
BOUNDARY
COLORBOND STEEL CLAD STORAGE SHEDS
ASPHALT OR SIMILAR VEHICLE CIRCULATION ACCESS WAY SURFACE
TURNER STREET
RAILWAY LINE
STAGE 1 STAGE 2
2/DP249647
9/DP249647
42/DP771226
1/DP249647
41/DP771226
40/DP771226
1500
6100
1262
066
0014
620
6600
1166
768
5
14435 77020
14435 81220
+ RL 120.35
+ RL 120.79
+ RL 120.35
+ RL 120.20
+ RL 120.71
+ RL 120.20
+ RL 120.52
+ RL 120.10
4.00°
FAL
L4.0
0° F
ALL
4.00°
FAL
L4.0
0° F
ALL
2400 HIGH POWDERCOATED STEEL SWIPE CARD OPERATED AUTOMATED ENTRY GATE TO MATCH PALISADE FENCE (BLACK)
ENTR
Y/EX
IT
2400 HIGH POWDERCOATED STEEL PALISADE FENCE (BLACK)
ENTR
Y
SOLID COLORBOND FENCE
EXISTING RAIL LINE FENCE OUTSIDE LOT BOUNDARY TO BE RETAINED
2400 HIGH POWDERCOATED STEEL PALISADE FENCE (BLACK)
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
EAVES GUTTER AND DOWNPIPE. REFER TO HYDRAULIC ENGINEER'S PACKAGE FOR DETAILS.
EAVES GUTTER AND DOWNPIPE. REFER TO HYDRAULIC ENGINEER'S PACKAGE FOR DETAILS.
EAVES GUTTER AND DOWNPIPE. REFER TO HYDRAULIC ENGINEER'S PACKAGE FOR DETAILS.
2400 HIGH POWDERCOATED STEEL SWIPE CARD OPERATED AUTOMATED ENTRY GATE TO MATCH PALISADE FENCE (BLACK)
13X (4.5M X 12M) COVERED PARKING BAYS
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
SOLID COLORBOND FENCE
SINGLE STORY RESIDENTIAL DWELLING
SINGLE STORY RESIDENTIAL DWELLING
SINGLE STORY RESIDENTIAL DWELLING
2.00° FALL
EXISTING RAIL LINE FENCE OUTSIDE LOT BOUNDARY TO BE RETAINED
BELL
STR
EET
EXISTING POWER LINE
WALL MOUNTED CCTV
2DA6201
1DA6201
LANDSCAPING BATTER, RETAINING WALL AND TREE PLANTING TO PERIMETER OF COMPLEX
N
E
S
W
PROJECT:
DRAWING TITLE:
REV:
PLOTTED:
SHEET NUMBER:
SCALE:
All rights reserved. This work is copyright and cannot be reproduced or copied by any means without the written permission of Conybeare Morrison International. Any license, express or implied, to use this document for any purpose whatsoever is restricted to the terms of the agreement between Conybeare Morrison International and the instructing party.
COPYRIGHT:
T | 61 2 8244 8888 W | www.cmplus.com.au E | [email protected] Conybeare NSW ARB No 2252 | Bill Morrison NSW ARB No 2447
ARCHITECT:
CONYBEARE MORRISON INTERNATIONAL P\L | ABN 50 055 972 248
Verify all dimensions on site before commencing work. Report all discrepancies tothe Architect Prior to construction. Use figured dimensions in preference to scaleddimensions. Drawings made to larger scales and those showing particular parts of the works take precedence over drawings made to smaller scales or for generalpurposes. All work is to conform to relevant Australian Standards and Codestogether with all Authorities' requirements and Regulations.
Document Notes
SCALE 1:2000 8
CLIENT:
NOT FOR CONSTRUCTIONE
1 : 200 @ A1
C:\U
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PLAN - ROOF LEVEL
TURNER STREET, DENMAN, NSW
DENMAN STORAGE SHED COMPLEX
DA1011
20034
1 : 2001 PLAN - ROOF LEVEL
REV DATE DESCRIPTION APPA 31/03/21 ISSUED FOR INFORMATION MMB 15/04/21 ISSUED FOR COORDINATION MMC 26/04/21 ISSUED FOR COORDINATION MMD 28/07/21 ISSUED FOR COORDINATION MME 20/08/21 ISSUED FOR DA MM
116.37116.24
116.36
116.20
116.20
116.12
116.12
116.02
115.90
115.79
115.95
116.01
115.97
115.88
115.81
115.83
115.71
115.73
115.63
115.64
115.31
115.23
115.37
115.33
114.93
115.11
115.37
115.40115.50
115.77
115.41
115.90
116.09
116.49
116.43
116.29
115.73
115.57
115.48
115
115.4
115.6
115.8
116116.2
116.4
116.6
116.8
115.27
115.26
114.90
115.20
115.37
116.58
116.11
116.18
116.29
116.44
116.63
117.00
117.10
117.47
117.11
115.63
116.13116.78
116.51
115.73
115.61
115.48
115.55
115.72115.41
115.26115.20
115.41116.22
115.95
115.25
116.78
6600
4DA2001
2400 HIGH POWDERCOATEDSTEEL PALISADE FENCE(BLACK)
BELL
STR
EET
BOUN
DARY
ENTR
Y/EX
IT
2400 HIGH POWDERCOATEDSTEEL SWIPE CARD OPERATEDAUTOMATED ENTRY GATE TOMATCH PALISADE FENCE (BLACK)
TURNER STREET
RAILWAY LINE
ENTR
Y
BOUNDARY
BOUNDARY
BOUNDARY
1500
6100
1262
066
0014
620
6600
1166
768
5
14435 77020
DA20012
1DA2001
2/DP249647
9/DP249647
3DA2001
UNISEXACCESSIBLEAMENITIES
32X (6.4M X 2.4M) STORAGE UNITS (SUITABLE FOR MOTORBIKE AND FILE STORAGE ETC)
22X (7.0M X 3.6M) STORAGE UNITS (SUITABLE FOR CAR STORAGE)
32X (6.0M X 2.4M) STORAGE UNITS (SUITABLE FOR MOTORBIKE AND FILE STORAGE ETC)
21X (7.4M X 3.6M) STORAGE UNITS (SUITABLE FOR CAR STORAGE)
SEALED REINFORCED CONCRETESLAB ON GROUND FLOORING TOSTORAGE SHEDS
COLORBOND STEEL CLAD STORAGESHEDS
2.4M X 5.4M CAR PARKING BAYINDICATED IN DASHED LINEWORKWITH 300MIN CIRCULATION AROUND
ASPHALT OR SIMILAR VEHICLECIRCULATION ACCESS WAY SURFACE
1X (7
.4M X
1.8M
)ST
ORAG
E UN
ITS
2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400
14435 81220
3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 1800
6000
6400
1262
0
7400
7000
1462
0
LANDSCAPING BATTER, RETAININGWALL AND TREE PLANTING TOPERIMETER OF COMPLEX
4500
12000
6445
42/DP771226
1/DP249647
41/DP771226
40/DP771226
45.00
°
FFL 115.60
EXISTING RAIL LINE FENCEOUTSIDE LOT BOUNDARY TOBE RETAINED
EXISTING RAIL LINE FENCEOUTSIDE LOT BOUNDARY TOBE RETAINED
4485
2475
CLEANER'SSTORE
LANDSCAPING BATTER, RETAININGWALL AND TREE PLANTING TOPERIMETER OF COMPLEX
EXISTING POWER LINE
9X PARKING SPACES(5900X2100)
1X PARKING SPACE(6200X2100)
RAMP
RAMP
2100
4000
SOLID COLORBONDFENCE
2400 HIGH POWDERCOATEDSTEEL PALISADE FENCE(BLACK)
1X ACCESSIBLEPARKING SPACE(6200X2100)
2400 HIGH POWDERCOATED STEEL SWIPECARD OPERATED AUTOMATED ENTRYGATE TO MATCH PALISADE FENCE(BLACK)
13X (4.5M X 12M) COVERED PARKING BAYS
LANDSCAPING BATTER, RETAININGWALL AND TREE PLANTING TOPERIMETER OF COMPLEX
SOLID COLORBOND FENCE
SINGLE STORYRESIDENTIALDWELLING
SINGLE STORYRESIDENTIALDWELLING
SINGLE STORYRESIDENTIALDWELLING
STAGE 1 STAGE 2
RAMP
1X (7
.0M X
1.8M
)ST
ORAG
E UN
ITS
PEDESTRIAN GATE OPERABLE (WITHOUT AKEY) FROM THE SIDE OF A PERSON SEEKINGEGRESS TO THE STREET. GATE LOCKED FROMOUTSIDE AND INCORPORATE SECURITYSCREENING MEASURES AROUND DOORHARDWARE DEVICE.
PEDESTRIAN GATE OPERABLE (WITHOUT AKEY) FROM THE SIDE OF A PERSONSEEKING EGRESS TO THE STREET. GATELOCKED FROM OUTSIDE ANDINCORPORATE SECURITY SCREENINGMEASURES AROUND DOOR HARDWAREDEVICE.
2DA6201
1DA6201
STEP50
STEP50
STEP50
STEP50
STEP100
STEP100
STEP
150
STEP
100
STEP
150
STEP
100
STEP
150
STEP50
STEP50
STEP50
STEP50
STEP700
STEP750
STEP800
STEP750
STEP700
FFL 116.45
FFL 116.30 FFL 116.35 FFL 116.40 FFL 116.35 FFL 116.30
FFL 116.55 FFL 116.45
FFL 116.30 FFL 116.35 FFL 116.40 FFL 116.35 FFL 116.30
FFL 115.60FFL 115.60 FFL 115.60 FFL 115.60 FFL 115.60
RETAINING WALL TO CIVILENGINEER'S DETAILS
RETAINING WALL TO CIVILENGINEER'S DETAILS
SWP SWP SWP SWP
SWP
SWP
SWPSWPSWPSWPSWPSWP
SWP SWP
SWP SWP SWP SWP SWP
SWP
S
NEW CONCRETE KERB ANDFOOTPATH
STORMWATER RENTENTIONTANK BELOW TO CIVILENGINEER'S DETAIL
SWP
SWP
S SEWER PITSWP STORMWATER PIT REFER TO CIVIL ENGINEERING DESIGN FOR ALL STORMWATER MANAGEMENT DETAILS.REFER TO LANDSCAPE ARCHITECTURE PACKAGE FOR SPECIFICATION OF SOFT LANDSCAPING.
ABBREVIATIONS NOTES
A1 1:400
REVISIONDRAWING NO.
ORIGINAL ISSUEREVISION DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BYPROJECT NO.
SCALE A3:
1 K.P. 12.04.2021
NOT FOR CONSTRUCTIONMARK UP ONLY
REVISIONDRAWING NO.
LOCATION
CLIENT
DRAWING TITLE
PROJECT
DATEREVISION DESCRIPTION BYDRAWN BY
CHECKED BY
APPROVED BY
ORIGINAL SIZE.
PROJECT NO.
SCALESCALE A3:
DRAWINGDATE
TOWN PLANNING | TRAFFIC ENGINEERING | TRANSPORT PLANNING | PROGRAM MANAGEMENT | INFRASTRUCTURE
C Copyright
CONYBEARE MORRISON INTERNATIONALDENMAN STORAGE SHED COMPLEXTURNER STREET, DENMAN, NSW
Telephone: 07 3220 0288
Head Office: Level 11 / ICON PLACE270 Adelaide Street, Brisbane Qld 4000
Address: PO Box 10824Adelaide Street, Brisbane Qld 4000
Website: www.psaconsult.com.au
SWEPT PATH CAR WITH CARAVAN 2 September 2021
1183 SK03 3
T.Y
H.R.
H.R.UPDATED LAYOUT FOR SWEPT PATH2 K.P. 19.04.2021
SITE DAWNING UPDATE3 T.Y 02.09.2021
116.37116.24
116.36
116.20
116.20
116.12
116.12
116.02
115.90
115.79
115.95
116.01
115.97
115.88
115.81
115.83
115.71
115.73
115.63
115.64
115.31
115.23
115.37
115.33
114.93
115.11
115.37
115.40115.50
115.77
115.41
115.90
116.09
116.49
116.43
116.29
115.73
115.57
115.48
115
115.4
115.6
115.8
116116.2
116.4
116.6
116.8
115.27
115.26
114.90
115.20
115.37
116.58
116.11
116.18
116.29
116.44
116.63
117.00
117.10
117.47
117.11
115.63
116.13116.78
116.51
115.73
115.61
115.48
115.55
115.72115.41
115.26115.20
115.41116.22
115.95
115.25
116.78
6600
4DA2001
2400 HIGH POWDERCOATEDSTEEL PALISADE FENCE(BLACK)
BELL
STR
EET
BOUN
DARY
ENTR
Y/EX
IT
2400 HIGH POWDERCOATEDSTEEL SWIPE CARD OPERATEDAUTOMATED ENTRY GATE TOMATCH PALISADE FENCE (BLACK)
TURNER STREET
RAILWAY LINE
ENTR
Y
BOUNDARY
BOUNDARY
BOUNDARY
1500
6100
1262
066
0014
620
6600
1166
768
5
14435 77020
DA20012
1DA2001
2/DP249647
9/DP249647
3DA2001
UNISEXACCESSIBLEAMENITIES
32X (6.4M X 2.4M) STORAGE UNITS (SUITABLE FOR MOTORBIKE AND FILE STORAGE ETC)
22X (7.0M X 3.6M) STORAGE UNITS (SUITABLE FOR CAR STORAGE)
32X (6.0M X 2.4M) STORAGE UNITS (SUITABLE FOR MOTORBIKE AND FILE STORAGE ETC)
21X (7.4M X 3.6M) STORAGE UNITS (SUITABLE FOR CAR STORAGE)
SEALED REINFORCED CONCRETESLAB ON GROUND FLOORING TOSTORAGE SHEDS
COLORBOND STEEL CLAD STORAGESHEDS
2.4M X 5.4M CAR PARKING BAYINDICATED IN DASHED LINEWORKWITH 300MIN CIRCULATION AROUND
ASPHALT OR SIMILAR VEHICLECIRCULATION ACCESS WAY SURFACE
1X (7
.4M X
1.8M
)ST
ORAG
E UN
ITS
2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400
14435 81220
3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 3600 1800
6000
6400
1262
0
7400
7000
1462
0
LANDSCAPING BATTER, RETAININGWALL AND TREE PLANTING TOPERIMETER OF COMPLEX
4500
12000
6445
42/DP771226
1/DP249647
41/DP771226
40/DP771226
45.00
°
FFL 115.60
EXISTING RAIL LINE FENCEOUTSIDE LOT BOUNDARY TOBE RETAINED
EXISTING RAIL LINE FENCEOUTSIDE LOT BOUNDARY TOBE RETAINED
4485
2475
CLEANER'SSTORE
LANDSCAPING BATTER, RETAININGWALL AND TREE PLANTING TOPERIMETER OF COMPLEX
EXISTING POWER LINE
9X PARKING SPACES(5900X2100)
1X PARKING SPACE(6200X2100)
RAMP
RAMP
2100
4000
SOLID COLORBONDFENCE
2400 HIGH POWDERCOATEDSTEEL PALISADE FENCE(BLACK)
1X ACCESSIBLEPARKING SPACE(6200X2100)
2400 HIGH POWDERCOATED STEEL SWIPECARD OPERATED AUTOMATED ENTRYGATE TO MATCH PALISADE FENCE(BLACK)
13X (4.5M X 12M) COVERED PARKING BAYS
LANDSCAPING BATTER, RETAININGWALL AND TREE PLANTING TOPERIMETER OF COMPLEX
SOLID COLORBOND FENCE
SINGLE STORYRESIDENTIALDWELLING
SINGLE STORYRESIDENTIALDWELLING
SINGLE STORYRESIDENTIALDWELLING
STAGE 1 STAGE 2
RAMP
1X (7
.0M X
1.8M
)ST
ORAG
E UN
ITS
PEDESTRIAN GATE OPERABLE (WITHOUT AKEY) FROM THE SIDE OF A PERSON SEEKINGEGRESS TO THE STREET. GATE LOCKED FROMOUTSIDE AND INCORPORATE SECURITYSCREENING MEASURES AROUND DOORHARDWARE DEVICE.
PEDESTRIAN GATE OPERABLE (WITHOUT AKEY) FROM THE SIDE OF A PERSONSEEKING EGRESS TO THE STREET. GATELOCKED FROM OUTSIDE ANDINCORPORATE SECURITY SCREENINGMEASURES AROUND DOOR HARDWAREDEVICE.
2DA6201
1DA6201
STEP50
STEP50
STEP50
STEP50
STEP100
STEP100
STEP
150
STEP
100
STEP
150
STEP
100
STEP
150
STEP50
STEP50
STEP50
STEP50
STEP700
STEP750
STEP800
STEP750
STEP700
FFL 116.45
FFL 116.30 FFL 116.35 FFL 116.40 FFL 116.35 FFL 116.30
FFL 116.55 FFL 116.45
FFL 116.30 FFL 116.35 FFL 116.40 FFL 116.35 FFL 116.30
FFL 115.60FFL 115.60 FFL 115.60 FFL 115.60 FFL 115.60
RETAINING WALL TO CIVILENGINEER'S DETAILS
RETAINING WALL TO CIVILENGINEER'S DETAILS
SWP SWP SWP SWP
SWP
SWP
SWPSWPSWPSWPSWPSWP
SWP SWP
SWP SWP SWP SWP SWP
SWP
S
NEW CONCRETE KERB ANDFOOTPATH
STORMWATER RENTENTIONTANK BELOW TO CIVILENGINEER'S DETAIL
SWP
SWP
S SEWER PITSWP STORMWATER PIT REFER TO CIVIL ENGINEERING DESIGN FOR ALL STORMWATER MANAGEMENT DETAILS.REFER TO LANDSCAPE ARCHITECTURE PACKAGE FOR SPECIFICATION OF SOFT LANDSCAPING.
ABBREVIATIONS NOTES
A1 1:400
REVISIONDRAWING NO.
ORIGINAL ISSUEREVISION DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BYPROJECT NO.
SCALE A3:
1 K.P. 12.04.2021
NOT FOR CONSTRUCTIONMARK UP ONLY
REVISIONDRAWING NO.
LOCATION
CLIENT
DRAWING TITLE
PROJECT
DATEREVISION DESCRIPTION BYDRAWN BY
CHECKED BY
APPROVED BY
ORIGINAL SIZE.
PROJECT NO.
SCALESCALE A3:
DRAWINGDATE
TOWN PLANNING | TRAFFIC ENGINEERING | TRANSPORT PLANNING | PROGRAM MANAGEMENT | INFRASTRUCTURE
C Copyright
CONYBEARE MORRISON INTERNATIONALDENMAN STORAGE SHED COMPLEXTURNER STREET, DENMAN, NSW
Telephone: 07 3220 0288
Head Office: Level 11 / ICON PLACE270 Adelaide Street, Brisbane Qld 4000
Address: PO Box 10824Adelaide Street, Brisbane Qld 4000
Website: www.psaconsult.com.au
SWEPT PATH REFUSE COLLECTION VEHICLE (10.2m) 2 September 2021
1183 SK05 3
T.Y.
H.R.
H.R.UPDATED LAYOUT FOR SWEPT PATH2 K.P. 19.04.2021SITE DAWNING UPDATE3 T.Y. 02.09.2021
