sydney swans community centre civil works
TRANSCRIPT
BOUNDARY AND EASEMENT NOTE
A1
POPULOUS
71 Boundary Street
BRISBANE QLD 4000
07 3838 7900
SYDNEY SWANS COMMUNITY
CENTRE,
DRIVER AVE, MOORE PARK
181978
Rev Description Eng DateDraft
AuthorisedScale :
A1Drawn
Drawing NoJob No Revision
Plot File Created: Apr 18, 2019 - 4:20pm
Architect Sheet SubjectProject
Rev Description Eng DateDraft Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSON
WHITTING (NSW) Pty Ltd and must not be used without authorisation.
Civil Engineer
NTS
NOTES & LEGENDS/COVER
SHEET
GG SB
SYDNEY SWANS COMMUNITY CENTRE
CIVIL WORKS
GENERAL NOTES
REFERENCE DRAWINGS
Consultant RevDwg Title Dwg No Date
NOTES
Sequence Of Works
EROSION AND SEDIMENT CONTROL
CONCRETE FINISHING NOTES
CONCRETE NOTES
EXPOSURE CLASSIFICATION :
CONCRETE
FORMWORK
CIVIL DRAWING LIST
Drawing No Drawing Title
SITEWORKS NOTES
C01 NOTES & LEGENDS/COVER SHEET
C02 EROSION AND SEDIMENT CONTROL PLAN
C03 SITEWORKS/STORMWATER PLAN
C05 DETAILS SHEET
SAFETY IN DESIGN
EXISTING SERVICES
EXISTING STRUCTURES
EXISTING TREES
GROUNDWATER
EXCAVATIONS
GROUND CONDITIONS
HAZARDOUS MATERIALS
CONFINED SPACES
MANUAL HANDLING
WATER POLLUTION
SITE ACCESS/EGRESS
VEHICLE MOVEMENT
SURVEY AND SERVICES INFORMATION
SURVEY
UNDERGROUND SERVICES - WARNING
C01 P1
STORMWATER DRAINAGE NOTES
PIT SCHEDULE
Type Description Cover (Clear Opening) Number
Note:
C05
EXISTING SERVICES LEGEND
SITEWORKS LEGEND
X
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The property boundary and easement locations shown on Taylor Thomson Whitting drawing's have been based from information received from : Taylor Thomson Whitting makes no guarantees that the boundary or easement information shown is correct. Taylor Thomson Whitting will accept no liabilities for boundary inaccuracies. The contractor/builder is advised to check/confirm all boundaries in relation to all proposed work prior to the commencement of construction. Boundary inaccuracies found are to be reported to the superintendent prior to construction starting.
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%%uNo boundary information received.
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%%uRefer architect for boundary information and locations
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0
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1
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3
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1. Contractor must verify all dimensions and existing levels on site prior to commencement of works. Any discrepancies to be reported to the . 2. Strip all topsoil from the construction area. All stripped topsoil shall be disposed of off-site unless directed otherwise. 3. Make smooth connection with all existing works. 4. Compact subgrade under buildings and pavements to minimum 98% standard maximum dry density in accordance with AS 1289 5.1.1. Compaction under buildings to extend 2m minimum beyond building footprint. 5. All work on public property, property which is to become public property, or any work which is to come under the control of the Statutory Authority is to be carried out in accordance with the requirements of the relevant Authority. The Contractor shall obtain these requirements from the Authority. Where the requirements of the Authority are different to the drawings and specifications, the requirements of the Authority shall be applicable. 6. For all temporary batters refer to geotechnical recommendations.
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1. These drawings have been based from, and to be read in conjunction with the following Consultants drawings. Any conflict to the drawings must be notified immediately to the Engineer.
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Engineer
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VERIS
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PLAN OF DETAIL & LEVELS
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201062A
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1
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12.12.18
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POPULOUS
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GA PLAN - GROUND FLOOR
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AT.20.000
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C
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11.04.19
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VERIS
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SUB-SURFACE UTILITY PLAN
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201062-UTIL-001
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D
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25.03.19
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1. All work shall be generally carried out in accordance with (A) Local authority requirements, (B) EPA - Pollution control manual for urban stormwater, (C) LANDCOM NSW - Managing Urban Stormwater: Soils and Construction ("Blue Book"). Construction ("Blue Book"). 2. Erosion and sediment control is to be provided for the whole of the works. Should the Contractor stage these works then the design may be required to be modified. Variation to these details may require approval by the relevant authorities. The erosion and sediment control shall be implemented and adopted to meet the varying situations as work on site progresses. 3. Maintain all erosion and sediment control devices to the satisfaction of the superintendent and the local authority. 4. When stormwater pits are constructed prevent site runoff entering the pits unless silt fences are erected around pits. 5. Minimise the area of site being disturbed at any one time. 6. Protect all stockpiles of materials from scour and erosion. Do not stockpile loose material in roadways, near drainage pits or in watercourses. 7. All soil and water control measures are to be put back in place at the end of each working day, and modified to best suit site conditions. 8. Control water from upstream of the site such that it does not enter the disturbed site. 9. All construction vehicles shall enter and exit the site via the temporary construction entry/exit. 10. All vehicles leaving the site shall be cleaned and inspected before leaving. 11. Maintain all stormwater pipes and pits clear of debris and sediment. Inspect stormwater system and clean out after each storm event. 12. Clean out all erosion and sediment control devices after each storm event.
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1. Prior to commencement of excavation the following soil management devices must be installed. 1.1. Construct silt fences below the site and across all potential runoff sites. 1.2. Construct temporary construction entry/exit and divert runoff to suitable control systems. 1.3. Construct measures to divert upstream flows into existing stormwater system. 1.4. Construct sedimentation traps/basin including outlet control and overflow. 1.5. Construct turf lined swales. 1.6. Provide sandbag sediment traps upstream of existing pits. 2. Construct geotextile filter pit surround around all proposed pits as they are constructed. 3. On completion of pavement provide sand bag kerb inlet sediment traps around pits. 4. Provide and maintain a strip of turf on both sides of all roads after the construction of kerbs.
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1. All exposed concrete pavements are to be broomed finished. 2. All edges of the concrete pavement including keyed and dowelled joints are to be finished with an edging tool. 3. Concrete pavements with grades greater than 10 % shall be heavily broomed finished. 4. Carborundum to be added to all stair treads and ramped crossings U.N.O.
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Place concrete of the following characteristic compressive strength f'c as defined in AS 1379.
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AS 1379 f'c MPa at 90 days
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Specified Slump
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Nominal Agg. Size
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Location
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FOOTPATHS, FOOTINGS, PAVEMENTSS50 at 90 days8020S50 at 90 days8020802020
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1.The design, certification, construction and performance of the The design, certification, construction and performance of the formwork, falsework and backpropping shall be the responsibility of the contractor. Proposed method of installation and removal of formwork is to be submitted to the superintendent for comment prior to work being carried out.
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External :C1
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1. Use Type 'GP' cement, unless otherwise specified. Use Type 'GP' cement, unless otherwise specified. 2. All concrete shall be subject to project assessment and testing to All concrete shall be subject to project assessment and testing to AS 1379. 3. Consolidate by mechanical vibration. Cure all concrete surfaces as Consolidate by mechanical vibration. Cure all concrete surfaces as directed in the Specification. 4. For all falls in slab, drip grooves, reglets, chamfers etc. refer to For all falls in slab, drip grooves, reglets, chamfers etc. refer to Architects drawings and specifications. 5. Unless shown on the drawings, the location of all construction joints Unless shown on the drawings, the location of all construction joints shall be submitted to Engineer for review. 6. No holes or chases shall be made in the slab without the approval No holes or chases shall be made in the slab without the approval of the Engineer. 7. Conduits and pipes are to be fixed to the underside of the top Conduits and pipes are to be fixed to the underside of the top reinforcement layer. 8. Slurry used to lubricate concrete pump lines is not to be used in Slurry used to lubricate concrete pump lines is not to be used in any structural members. 9. All slabs cast on ground require sand blinding with a Concrete All slabs cast on ground require sand blinding with a Concrete Underlay
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1. All basecourse material to comply with RTA specification No 3051 and compacted to minimum 98% modified maximum dry density in accordance with AS 1289 5.2.1. 2. All trench backfill material shall be compacted to the same density as the adjacent material. 3. All service trenches under vehicular pavements shall be backfilled with an approved select material and compacted to a minimum 98% standard maximum dry density in accordance with AS 1289 5.1.1
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Contractor to refer to Appendix B of the Civil Specification for the Civil Risk and Solutions Register.
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Contractor to be aware existing services are located within the site. Location of all services to be verified by the Contractor prior to commencing works. Contractor to confirm with relevant authority regarding measures to be taken to ensure services are protected or procedures are in place to demolish and/or relocate.
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Contractor to be aware existing structures may exist within the site. To prevent damage to existing structure(s) and/or personnel, site works to be carried out as far as practicably possible from existing structure(s).
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Contractor to be aware existing trees exist within the site which need to be protected. To prevent damage to trees and/or personnel, site works to be carried out as far as practicably possible from existing trees. Advice needs to be sought from Arborist and/or Landscape Architect on measures required to protect trees.
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Contractor to be aware ground water levels are close to existing surface level. Temporary de-watering may be required during construction works.
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Deep excavations due to stormwater drainage works is required. Contractor to ensure safe working procedures are in place for works. All excavations to be fenced off and batters adequately supported to approval of Geotechnical Engineer.
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Contractor to be aware of the site geotechnical conditions. Refer to geotechnical report by (Enviro West) for details.
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Existing asbestos products & contaminated material may be present on site. Contractor to ensure all hazardous materials are identified prior to commencing works. Safe working practises as per relevant authority to be adopted and appropriate PPE to be used when handling all hazardous materials. Refer to geotechnical/environmental report by (Enviro West) for details.
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Contractor to be aware of potential hazards due to working in confined spaces such as stormwater pits, trenches and/or tanks. Contractor to provide safe working methods and use appropriate PPE when entering confined spaces.
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Contractor to be aware manual handling may be required during construction. Contractor to take appropriate measures to ensure manual handling procedures and assessments are in place prior to commencing works.
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Contractor to ensure appropriate measures are taken to prevent pollutants from construction works contaminating the surrounding environment.
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Contractor to be aware site works occur in close proximity to footpaths and roadways. Contractor to erect appropriate barriers and signage to protect site personnel and public.
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Contractor to supply and comply with traffic management plan and provide adequate site traffic control including a certified traffic marshall to supervise vehicle movements where necessary.
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Origin of levels : Datum of levels : Coordinate system : Survey prepared by : Setout Points :
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Taylor Thomson Whitting does not guarantee that the survey information shown on these drawings is accurate and will accept no liability for any inaccuracies in the survey information provided to us from any cause whatsoever.
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The locations of underground services shown on Taylor Thomson Whittings drawings have been plotted from diagrams provided by service authorities. This information has been prepared solely for the authorities own use and may not necessarily be updated or accurate.
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The position of services as recorded by the authority at the time of installation may not reflect changes in the physical environment subsequent to installation.
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Taylor Thomson Whitting does not guarantee that the services information shown on these drawings shows more than the presence or absence of services, and will accept no liability for inaccuracies in the services information shown from any cause whatsoever.
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The contractor is to get approval from the relevant state survey department, to remove/adjust any survey mark. This includes but is not limited to; State Survey Marks (SSM), Permanent Marks (PM), cadastral reference marks or any other survey mark which is to be removed or adjusted in any way. Taylor Thomson Whitting plans do not indicate the presence of any survey mark. The contractor is to undertake their own search.
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The Contractor must confirm the exact location and extent of services prior to construction and notify any conflict with the drawings immediately to the Engineer/Superintendent.
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SSM 40273
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A.H.D. AUSTRALIAN HEIGHT DATUM
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VERIS
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CONTACT THE SURVEYOR
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%%UMGA
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P1
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ISSUED FOR INFORMATION
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RH
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GG
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18.04.19
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1 Stormwater Design Criteria : (A) Average Exceedance Probability (AEP) - 1% for roof drainage to first external pit 5% for paved and landscaped areas (B) Rainfall intensities - Time of concentration: 5 minutes 1% = mm/hr 5% = mm/hr (C) Storm Losses - Impervious initial loss = Initial loss = Continuing loss = 2. Pipes 300 dia and larger to be reinforced concrete Class " " approved spigot and socket with rubber ring joints U.N.O. 3. Pipes up to 300 dia shall be sewer grade uPVC with solvent welded joints. 4. Equivalent strength VCP or FRP pipes may be used subject to approval. 5. Precast pits may be used external to the building subject to approval by 6. Enlargers, connections and junctions to be manufactured fittings where pipes are less than 300 dia. 7. Where subsoil drains pass under floor slabs and vehicular pavements, unslotted uPVC sewer grade pipe is to be used. 8. Grates and covers shall conform with AS 3996-2006, and AS 1428.1 for access requirements. 9. Pipes are to be installed in accordance with AS 3725. All bedding to be type H2 U.N.O. 10. Care is to be taken with levels of stormwater lines. Grades shown are not to be reduced without approval. 11. All stormwater pipes to be 150 dia at 1.0% min fall U.N.O. 12. Subsoil drains to be slotted flexible uPVC U.N.O. 13. Adopt invert levels for pipe installation (grades shown are only nominal).
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260
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200
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1.5mm
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22.0mm
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1.6mm/hr
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2
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Contact administrator
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B
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Existing pit to remain
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E
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900 x 900 Class D cast iron cover with concrete infill
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Junction pit
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3,4
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EX29
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Grate size does not necessarily reflect pit size, refer pit Grate size does not necessarily reflect pit size, refer pit type details, shown on detail sheets - Final internal pit dimensions are to comply with AS3500
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Junction pit
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1500 x 1500 Class D cast iron cover with concrete infill
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1,2
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EX21,EX22,
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Existing sewer
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Existing water
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Existing electrical
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Existing communications
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Existing gas
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Existing stormwater
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Stormwater pit and pipe and flow direction
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Concrete encased stormwater line
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Connect roof water to osd tank
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RCP stormwater pipe and flow direction
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Stormwater pipe and pit to be removed
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Site boundary
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D R I V E R A V E N U E
MULTIPURPOSE
ROOM
(200m² PART OF
INDOOR FIELD
AREA)
SUBSTATION
MULTIPURPOSEFIELD OF
PLAY
20m
LAP P
OOL
COLDPLUNGE
HOT SPA
X
X
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P
PROVIDE GEOTEXTILE PIT FILTER.REFER TO DETAIL ON THIS DRAWING (TYP)
PROVIDE TEMPORARY CONSTRUCTION ENTRY/EXITREFER TO DETAIL ON THIS DRAWING (TYP).
LOCATION TO BE CONFIRMED ON SITEPROVIDE GRAVEL FILLED SILT BAG FILTER.REFER TO DETAIL ON THIS DRAWING (TYP)
A1
POPULOUS
71 Boundary Street
BRISBANE QLD 4000
07 3838 7900
SYDNEY SWANS COMMUNITY
CENTRE,
DRIVER AVE, MOORE PARK
181978
Rev Description Eng DateDraft
AuthorisedScale :
A1Drawn
Drawing NoJob No Revision
Plot File Created: May 03, 2019 - 10:24am
Architect Sheet SubjectProject
Rev Description Eng DateDraft Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSON
WHITTING (NSW) Pty Ltd and must not be used without authorisation.
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT NOTES ON DRAWING C01
Civil Engineer
CONCEPT STORMWATER
MANAGEMENT
PLAN
1:200 JW
P2C02
m
0 1 2 3 4 5SCALE 1:100
AT ORIGINAL SIZE
GEOTEXTILE PIT FILTER
TEMPORARY CONSTRUCTION EXIT
Sequence Of Works
WATER QUALITY TESTING
REQUIREMENTS
EROSION AND SEDIMENT CONTROL
NOTES
EROSION AND SEDIMENT
CONTROL LEGEND
GRAVEL FILLED SILT BAG
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35.33
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BLD
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35.41
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BLD
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35.57
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BLD
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35.90
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BLD
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36.49
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BLD
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36.37
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BLD
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37.48
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LH
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37.44
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LH
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37.43
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LH
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37.46
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LH
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37.48
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LH
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37.47
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LH
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37.45
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LH
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37.45
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PIT
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37.43
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PIT
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37.45
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37.43
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37.49
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PIT
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37.43
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PIT
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37.47
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PIT
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37.47
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PIT
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37.50
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PIT
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37.45
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PIT
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37.35
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PIT
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36.85
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PIT
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37.41
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PIT
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37.26
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PIT
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36.63
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PIT
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36.99
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PIT
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36.56
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PIT
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36.31
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PIT
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36.05
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PIT
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35.97
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PIT
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35.99
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PIT
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34.99
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PIT
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35.02
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PIT
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35.13
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MH
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35.28
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MH
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34.91
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PIT
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MLID
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36.97
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37.56
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FCE
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FCE
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37.49
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FCE
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37.52
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FCE
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37.37
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FCE
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37.45
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FCE
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37.32
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FCE
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37.15
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FCE
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37.24
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FCE
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36.96
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FCE
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36.83
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35.27
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OPT
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35.10
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TEL
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35.14
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TEL
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37.51
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LP
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37.49
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LP
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37.27
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LP
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37.09
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LP
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37.06
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LP
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36.14
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LP
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36.25
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LP
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37.42
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WM
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36.94
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BW
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35.84
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BW
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35.86
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BW
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37.48
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BW
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35.79
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BW
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35.71
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BW
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35.49
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BW
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35.57
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BW
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35.67
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BW
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35.47
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BW
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35.41
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BW
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35.27
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BW
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35.16
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BW
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35.21
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BW
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35.18
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BW
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41.13
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TW
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41.10
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TW
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40.92
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TW
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45.33
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TG
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TICKET MACHINE
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36.16
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TICKET MACHINE
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RTA
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RTA
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35.17
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RTA
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35.09
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RTA
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35.16
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GAS
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35.31
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GAS
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35.65
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BIN
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35.60
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STEP
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35.54
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STEP
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37.40
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STEP
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37.40
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STEP
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35.76
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STEP
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35.76
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STEP
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36.05
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STEP
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36.04
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STEP
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37.36
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STEP
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37.36
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STEP
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36.29
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STEP
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36.24
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35.32
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35.81
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36.85
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35.95
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35.90
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36.16
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36.04
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35.20
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35.17
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35.11
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35.10
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37.27
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37.03
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36.90
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35.95
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35.53
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35.33
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35.41
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37.47
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37.44
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37.47
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37.38
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37.34
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37.28
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37.07
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35.96
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35.88
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35.79
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35.72
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35.41
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35.92
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36.39
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36.21
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36.08
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35.20
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35.10
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(D)
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3.745
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37.965
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187°
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29.225
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174°
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71.155
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174°
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03'
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292°
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75.985
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27'
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354°
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86.14
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1
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18.04.19
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GEOTEXTILE FILTER FABRIC WRAPPED OVER GRATE.
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FILTERED WATER
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NTS
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EXISTING PIT OR GRATE AS SPECIFIED
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RUNOFF WATER WITH SEDIMENT
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EXISTING ROADWAY
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BERM 300 HIGH MIN
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50-75mm GRAVEL
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GEOTEXTILE FABRIC
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CONSTRUCTION SITE
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200
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15000 MIN
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3000 MIN
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PROVIDE WASH WATER FOR TRUCKS EXITING SITE
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RUNOFF FROM PAD DIRECTED TO SEDIMENT TRAP
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NTS
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1. All work shall be generally carried out in accordance with (A) Local authority requirements, (B) EPA - Pollution control manual for urban stormwater, 2. Erosion and sediment control drawings and notes are provided for drawings and notes are provided for provided for the whole of the works. Should the Contractor stage these works then the design may be required to be modified. Variation to these details may require approval by the relevant authorities. The erosion and sediment control plan shall be implemented and plan shall be implemented and shall be implemented and adopted to meet the varying situations as work on site progresses. 3. Maintain all erosion and sediment control devices to the satisfaction of the superintendent and the local authority. 4. When stormwater pits are constructed prevent site runoff entering the pits unless silt fences are erected around pits. 5. Minimise the area of site being disturbed at any one time. 6. Protect all stockpiles of materials from scour and erosion. Do not stockpile loose material in roadways, near drainage pits or in watercourses. 7. All soil and water control measures are to be put back in place at the end of each working day, and modified to best suit site conditions. 8. Control water from upstream of the site such that it does not enter the disturbed site. 9. All construction vehicles shall enter and exit the site via the temporary construction entry/exit. 10. All vehicles leaving the site shall be cleaned and inspected before leaving.
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1. Prior to commencement of excavation the following soil management devices must be installed. 1.1. Construct silt fences below the site and across all potential runoff sites. 1.2. Construct temporary construction entry/exit and divert runoff to suitable control systems. 1.3. Construct measures to divert upstream flows into existing stormwater system. 1.4. Construct sedimentation traps/basin including outlet control and overflow. 1.5. Construct turf lined swales. 1.6. Provide sandbag sediment traps upstream of existing pits. 2. Construct geotextile filter pit surround around all proposed pits as they are constructed. 3. On completion of pavement provide sand bag kerb inlet sediment traps around pits. 4. Provide and maintain a strip of turf on both sides of all roads after the construction of kerbs.
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Prior to discharge of site stormwater, groundwater and seepage water into council's stormwater system, contractors must undertake water quality tests in conjunction with a suitably qualified environment consultant outlining the following: - Compliance with the criteria of the Australian and New Zealand Compliance with the criteria of the Australian and New Zealand Guidelines for Fresh and Marine Water Quality (2000) - If required subject to the environmental consultants advice, If required subject to the environmental consultants advice, provide remedial measures to improve the quality of water that is to be discharged into Councils storm water drainage system.This should include comments from a suitably qualified environmental consultant confirming the suitability of these remedial measures to manage the water discharged from the site into Councils storm water drainage system. Outlining the proposed, ongoing monitoring, contingency plans and validation program that will be in place to continually monitor the quality of water discharged from this site. This should outline the frequency of water quality testing that will be undertaken by a suitably qualified environmental consultant.
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11. Maintain all stormwater pipes and pits clear of debris and sediment. Inspect stormwater system and clean out after each storm event. 12. Clean out all erosion and sediment control devices after each storm event.
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Gravel filled Silt Bag Filter
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Geotextile pit filter
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Temporary construction entry/exit
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1
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%%C 150 GRAVEL FILLED FABRIC
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SILT BAG (SAUSAGE)
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SECTION
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SCALE 1:
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1
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SCALE 1:
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GRAVEL FILLED FABRIC SILT BAG (SAUSAGE) LENGTH TO SUIT ENTRY WIDTH.
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P2
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ISSUED FOR INFORMATION
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RH
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03.05.19
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D R I V E R A V E N U E
MULTIPURPOSE
ROOM
(200m² PART OF
INDOOR FIELD
AREA)
SUBSTATION
MULTIPURPOSEFIELD OF
PLAY
20m
LAP P
OOL
COLDPLUNGE
HOT SPA
X
X
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A1
POPULOUS
71 Boundary Street
BRISBANE QLD 4000
07 3838 7900
SYDNEY SWANS COMMUNITY
CENTRE,
DRIVER AVE, MOORE PARK
181978
Rev Description Eng DateDraft
AuthorisedScale :
A1Drawn
Drawing NoJob No Revision
Plot File Created: May 03, 2019 - 10:23am
Architect Sheet SubjectProject
Rev Description Eng DateDraft Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSON
WHITTING (NSW) Pty Ltd and must not be used without authorisation.
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT NOTES ON DRAWING C01
Civil Engineer
CONCEPT STORMWATER
MANAGEMENT
PLAN
1:200 JW
EXISTING SERVICES LEGEND
SITEWORKS LEGEND
X
P2C03
m
0 1 2 3 4 5SCALE 1:100
AT ORIGINAL SIZE
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35.33
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BLD
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35.41
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BLD
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35.57
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BLD
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35.90
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BLD
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36.37
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BLD
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37.48
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LH
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37.44
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LH
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37.43
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LH
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37.46
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LH
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37.48
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LH
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37.47
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LH
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37.45
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LH
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37.45
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PIT
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37.43
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PIT
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37.45
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37.43
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37.49
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PIT
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37.43
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PIT
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37.47
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PIT
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37.47
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37.50
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37.45
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PIT
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37.35
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36.85
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37.41
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37.26
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36.63
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36.99
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36.56
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PIT
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36.31
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36.05
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35.97
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35.99
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34.99
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35.02
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35.13
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35.28
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34.91
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MLID
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36.97
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37.49
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FCE
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37.52
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FCE
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37.37
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37.45
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37.32
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37.15
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37.24
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36.96
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36.83
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35.27
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35.10
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35.14
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37.27
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LP
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37.09
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37.06
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36.14
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36.25
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37.42
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36.94
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35.86
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37.48
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35.79
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35.71
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35.49
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35.47
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35.41
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35.27
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35.16
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35.18
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45.33
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36.16
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35.17
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35.09
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35.16
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35.65
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35.60
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35.54
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37.40
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37.40
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35.76
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35.76
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36.05
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36.04
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37.36
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37.36
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36.29
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36.24
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35.32
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35.81
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36.85
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EP
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35.95
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35.90
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36.16
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36.04
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35.20
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35.17
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35.11
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35.10
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37.27
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37.03
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36.90
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36.40
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35.95
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35.60
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35.53
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35.35
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35.33
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35.42
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35.23
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35.13
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35.41
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37.44
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37.47
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37.43
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37.40
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37.38
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37.34
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37.28
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37.20
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37.07
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35.79
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35.64
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35.37
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35.49
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35.30
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35.41
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35.26
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35.72
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35.57
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35.92
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36.21
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36.08
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35.20
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35.10
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3.745
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27'
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266°
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37.965
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187°
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29.225
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20"
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71.155
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174°
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03'
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292°
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75.985
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27'
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354°
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86.14
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GPT
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450
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ENCASE EXISTING PIPE
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ENCASE EXISTING PIPE
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ENCASE EXISTING PIPE
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NEW 450 ENCASED PIPE
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DEMOLISH AND REMOVE EXISTING STORMWATER PITS AND PIPES
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DEMOLISH AND REMOVE EXISTING STORMWATER PITS AND PIPES
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MAINTAIN EXISTING DISCHARGE POINT FROM SITE
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CONNECT ROOF WATER TO OSD TANK
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CONNECT ROOF WATER TO OSD TANK
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CONSTRUCT NEW 1050 STORMWATER PIPE "DIVERSION"
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1 HUMES JELLYFISH JF-1800 OR EQUIVALENT
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CONNECT TO EXISTING PIPE
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PROPOSED 1500x1500 STORMWATER PIT
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PROPOSED 1500x1500 STORMWATER PIT
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ALLOW INVESTIGATION AND CONNECTION OF EXISTING STORMWATER TO NEW SYSTEM
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OSD VOLUME=36m3
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NEW STORMWATER PIT
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NEW STORMWATER PIT
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DEMOLISH EXISTING PIT
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DEMOLISH AND REMOVE EXISTING STORMWATER PITS AND PIPES
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Existing sewer
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Existing water
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Existing electrical
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Existing communications
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Existing gas
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Existing stormwater
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Stormwater pit and pipe and flow direction
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Concrete encased stormwater line
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Connect roof water to osd tank
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RCP stormwater pipe and flow direction
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Stormwater pipe and pit to be removed
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Site boundary
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P1
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ISSUED FOR INFORMATION
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RH
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GG
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18.04.19
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P2
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ISSUED FOR INFORMATION
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03.05.19
A1
POPULOUS
71 Boundary Street
BRISBANE QLD 4000
07 3838 7900
SYDNEY SWANS COMMUNITY
CENTRE,
DRIVER AVE, MOORE PARK
181978
Rev Description Eng DateDraft
AuthorisedScale :
A1Drawn
Drawing NoJob No Revision
Plot File Created: Apr 18, 2019 - 3:33pm
Architect Sheet SubjectProject
Rev Description Eng DateDraft Rev Description Eng DateDraft
This drawing is copyright and is the property of TAYLOR THOMSON
WHITTING (NSW) Pty Ltd and must not be used without authorisation.
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT NOTES ON DRAWING C01
Civil Engineer
DETAIL E
PIT TYPE B
PIT CORNER DETAILS
DOWNPIPE CONNECTION TO uPVC STORMWATER
AS SHOWN
DETAILS SHEET
GG SB
C05 P1
m
0 0.2 0.4 0.6 0.8 1.0SCALE 1:20
AT ORIGINAL SIZE
SCALE 1:10
AT ORIGINAL SIZE
m
0 0.1 0.2 0.3 0.4 0.5
CONCRETE ENCASEMENT DETAIL
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GRATE AND FRAME OR COVER AS SPECIFIED IN PIT SCHEDULE
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RECESS TO SUIT FRAME OR COVER
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PAVEMENT AS SPECIFIED
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30 FALL UNO
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FLOW
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FLOW
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N12-300 BOTH WAYS OR SL82 FABRIC (40 COVER TO INSIDE FACE)
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PIT IN CONCRETE PAVEMENT REFER DETAIL D PIT IN FLEXIBLE PAVEMENT REFER DETAIL E PIT IN LANDSCAPE AREAS REFER DETAIL F
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GRATE AND FRAME OR COVER AS SPECIFIED IN PIT SCHEDULE
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100 DIA x 3000 LONG SUBSOIL DRAINAGE STUB SURROUNDED WITH 100mm OF NOM 20mm COARSE FILTER MATERIAL WRAPPED IN GEOTEXTILE FILTER FABRIC (BIDIM A24 OR SIMILAR) TO EACH INLET PIPE
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PROVIDE PIT ACCESS STEPS IF PIT DEEPER THAN 900 REFER DETAIL
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MASS CONCRETE BENCHING
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SCALE 1:
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%%uPLAN
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NOTE:IF REINFORCING FABRIC IS TO BE USED REFER TO WALL AND CORNER DETAILS
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PIT SETOUT POINT U.N.O.
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SECTION
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%%UPLAN
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%%UELEVATION AT BASE
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COG 450
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CJ
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%%uPLAN-DOUBLE LAYER
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COG 300
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%%uPLAN-SINGLE LAYER
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CORNER BAR - SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT
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CORNER BAR - SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT
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%%uREINFORCEMENT
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%%uFABRIC
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N12-300 CORNER BAR
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N12-300 CORNER BAR
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SCALE 1:
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DESIGNER TO VERIFY EXTENT OF DETAILING
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PIPE SIZE AND JOINTING
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AS SPECIFIED
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45%%d ELBOW
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45%%d Y JUNCTION
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ADAPTOR(S) AS REQUIRED TO MAKE
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JOINT IN ACCORDANCE WITH THE
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SPECIFICATION AND STORMWATER
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DRAINAGE NOTE 6
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DOWNPIPE AS SPECIFIED
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COORDINATE FOOTING WITH
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STRUCTURAL ENGINEER
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90° ELBOW
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MASS CONCRETE ENCASEMENT (f'c=20MPa)
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ISSUED FOR INFORMATION
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18.04.19