Notice of Application for Category 3 Development ......Certificate of Title - Volume 6092 Folio 795...
12
DEVELOPMENT NO: 960/137/2020 NATURE OF THE DEVELOPMENT: Construction of a single-storey detached dwelling with double garage, front portico and rear alfresco & two verandahs under main roof; construction of domestic outbuilding (shed) measuring 18.1m x 9.18m x 3.6m walls SUBJECT LAND: 558 Balmoral Road, COCKATOO VALLEY Notice of Application for Category 3 Development Development Act 1993 This application can be viewed at The Barossa Council Office, 43-51 Tanunda Road, Nuriootpa during business hours or alternatively you can visit The Barossa Council webpage www.barossa.sa.gov.au . Anyone affected may make written representations regarding the application. Representations must be addressed to the Chief Executive Officer, The Barossa Council, PO Box 867, Nuriootpa SA 5355 or emailed to [email protected], and received not later than 5.00pm 13-May- 2020. If anyone making a representation wishes to be heard by Council’s Barossa Assessment Panel they must indicate this in their representation. Copies of representations will be forwarded to the applicant for their response and may be publicly available in report documents.
Notice of Application for Category 3 Development ......Certificate of Title - Volume 6092 Folio 795 Parent Title(s) CT 6084/465 Creating Dealing(s) RTU 11727827 Title Issued 30/03/2012
CONSENT TYPE APPLYING FOR (Please tick appropriate box)
□ Development Plan Consent (Planning Only)
□ Building Rules Consent (Building Only) Privately Certified □ Yes □ No
□ Full Development Approval (Both Planning and Building Consent)
APPLICATION FORM & RELEVANT DOCUMENTATION CAN BE EMAILED TO [email protected]
Please use BLOCK LETTERS and Black or Blue ink so that photocopies can be made of your application
BUILDING RULES CLASSIFICATION SOUGHT: .......................................................................... Present Classification .................................................. If Class 5, 6, 7, 8 or 9 classification is sought, state the proposed number of employees: Male: . Female: .......................... .................................................
If Class 9a classification is sought, state the number of persons for whom accommodation is provided: .............................................................................. If Class 9b classification is sought, state the proposed number of occupants of the various spaces at the premises: ............................................................
DOES EITHER SCHEDULE 21 OR 22 OF THE DEVELOPMENT REGULATIONS 2008 APPLY? YES/NO
HAS THE CONSTRUCTION INDUSTRY TRAINING FUND ACT 1993 LEVY BEEN PAID? YES/NO
Postal Address: ............................................................................................................................................................... Post Code: ...................................
Postal Address: ............................................................................................................................................................... Post Code: ...................................
Postal Address: ............................................................................................................................................................... Post Code: ...................................
Please refer to attached fact sheet “Important Information for Owners and Builders”.
DESCRIPTION OF PROPOSED DEVELOPMENT: ..................................................................................................................................................
EXISTING LAND USE: ............................................................................................................................................................................................................
AREA (m²) OF PROPOSED DEVELOPMENT: .......................................................................................................................................................................
LOCATION OF PROPOSED DEVELOPMENT:
House No: ................................. Street: : ............................................................................................. Town: ...................................................................
Lot No: ............................................. Section: ....................................................................... Hundred: ...............................................................................
Certificate of Title(s): Volume: ……………………………………………………… Folio: ……………………………………..………………………………….
CONTACT PERSON FOR FURTHER INFORMATION: Name: .........................................................................................................................................
DEVELOPMENT COST (do not include any fit out costs): $
I acknowledge that copies of this application and supporting documentation may be provided to interested persons in accordance with the Development Regulations 2008 and where public notification is required may be made available on Council’s website. Details provided by the applicant, written representations and other technical reports form part of the reports attached to Council’s Development Ass essment Panel agendas.
The agenda, minutes and accompanying report is made available on Council’s website.
TO: The Barossa Council 43-51 Tanunda Road PO Box 867 NURIOOTPA SA 5355 DATE OF APPLICATION: …...../………/………. I …………………………………………………..(insert name) being the applicant/a person acting on behalf of the applicant (delete the inapplicable statement) for the development described above declare that the proposed development will involve the construction of a building which would, if constructed in accordance with the plans submitted, not be contrary to the Regulations prescribed for the purposes of Section 86 of the Electricity Act 1996. I make this declaration under Clause 2A(1) of Schedule 5 of the Development Regulations 2008. Signed: Date of Declaration:
The Registrar-General certifies that this Title Register Search displays the recordsmaintained in the Register Book and other notations at the time of searching.
Certificate of Title - Volume 6092 Folio 795Parent Title(s) CT 6084/465
Creating Dealing(s) RTU 11727827
Title Issued 30/03/2012 Edition 3 Edition Issued 28/12/2018
Estate TypeFEE SIMPLE
Registered ProprietorAMANDA GAYE LARSENRICHARD ERIC LARSEN
OF 7 HONE AVENUE NORTH HAVEN SA 5018AS JOINT TENANTS
Description of LandALLOTMENT 4 DEPOSITED PLAN 88882IN THE AREA NAMED COCKATOO VALLEYHUNDRED OF BAROSSA
EasementsSUBJECT TO EASEMENT(S) OVER THE LAND MARKED Q (TG 9512533)
PROPOSED DRIVEWAY BY OWNER AFTER HANDOVER DUE TO INSUFFICIENT SURVEY DATA ALONG DRIVEWAY, THE DRIVEWAY DESIGN IS TO BE DESIGNED IN ACCORDANCE WITH MINISTERS CODE: UNDERTAKING DEVELOPMENT IN BUSHFIRE PROTECTION AREAS. BE CONNECTED TO AN ALL-WEATHER PUBLIC ROAD BE CONSTRUCTED FROM ALL-WEATHER MATERIAL. MINIMUM FORMED WIDTH OF 3m (OR 4m IN STEEPER TERRAIN) A GRADIENT OF NOT MORE THAN 16 DEGREES ( I.E. A MAXIMUM SLOPE OF 1:3.5) AT ANY POINT ALONG DRIVEWAY MUST ALLOW FIRE FIGHTING VEHICLES TO ENTER AND EXIT IN A FORWARD DIRECTION. INCORPORATE AN ALL WEATHER FILLING CAPABLE OF SUPPORTING FIRE FIGHTING VEHICLES WITH A GROSS MASS OF 21 TONNES NO HAZARDOUS VEGETATION SUCH AS OVERHANGING LIMBS AND CONTINUOUS COVER OF THICK VEGETATION
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WATER TANK ( INCLUDING ANY SUPPORT STRUCTURE SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL) LOWER SECTION OF TANK (MIN. 2,000L) TO BE ) TO BE RETAINED AND USED FOR BUSHFIRE FIGHTING PURPOSE ONLY. ENSURE RELEVANT DOMESTIC FITTINGS ARE PRESENT AS PER TABLE 2.2 MINISTER'S SPECIFICATION SA 78 ADDITIONAL REQUIREMENTS IN DESIGNATED BUSHFIRE PRONE AREAS UPPER SECTION OF TANK (MIN. 1,000L) TO BE ) TO BE USED FOR RETENTION
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ABN 58 083 071 58 083 071 58 083 071 185
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Quality Management Systems ISO 9001 Certified
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E N G I NE E R ING N G I NE E R INGN G I NE E R ING G I NE E R INGG I NE E R ING I NE E R INGI NE E R ING NE E R INGNE E R ING E R INGE R ING R INGR ING INGING
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ADELAIDE
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MELBOURNE
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SYDNEY
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SITE ID & JOB No.
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REV.
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SCALE
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@ A3
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DRAWING No.
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No. OF SHEETS
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DRAWN
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DESIGNED
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CHECKED
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CLIENT
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PROJECT TITLE
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SITE ADDRESS
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DRAWING TITLE
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SIGNATURE
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DATE STARTED
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THIS DRAWING IS COPYRIGHT TO FMG ENGINEERING. NO PART OF THIS DRAWING, INCLUDING WHOLE OF SAME, SHALL BE USED FOR ANY PURPOSE OR SITE OTHER THAN THAT FOR WHICH IT WAS PREPARED, NOR BY ANY THIRD PARTY, WITHOUT PRIOR WRITTEN CONSENT OF FMG ENGINEERING. CONTRACTORS MUST SET OUT ALL WORK AND VERIFY ALL CONDITIONS, LEVELS AND DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK OR MAKING OF ANY SHOP DRAWINGS. ALL WORK MUST BE EXECUTED IN ACCORDANCE WITH THE RULES, REGULATIONS, BY LAWS AND REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION OVER ANY PART OF THE WORK. THIS DRAWING IS NOT TO BE USED FOR DIMENSIONAL SETOUT.
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P 08 8132 6600 08 8132 660008 8132 6600
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67 Greenhill Rd, Wayville SA 5034
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REV
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DESCRIPTION
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DATE
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APP
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INIT
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HC01
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S47510 - 268357
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GJ GARDNER HOMES ADELAIDE NORTH EAST
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PROPOSED RESIDENCE
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558 BALMORAL ROAD COCKATOO VALLEY SA 5351
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CIVIL PLAN
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L.Y.S
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L.Y.S
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1 OF 1
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1:200
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03/03/2020
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ENSURE BENCH IS GRADED FROM HOUSE.
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PROVIDE ADEQUATE PROTECTION OR COVER TO STORMWATER PIPES (300mm COVER WHERE PIPE IS LIKELY TO BE SUBJECTED TO VEHICULAR LOADING AND 100mm MINIMUM COVER OTHERWISE). WHEN A SEALED STORMWATER SYSTEM IS USED REFER TO DETAIL SHEET. 1 IN 250 MIN FALL ON STORMWATER DRAINS EXCEPT IN SEALED SYSTEMS.
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LEVELS SHOWN ARE APPROXIMATE ONLY AND ARE TO AN ASSUMED DATUM AS INDICATED ON SITE PLAN. SITE DIMENSIONS SHOWN IN BRACKETS ( ) AND BOUNDARIES ARE ASSUMED ACCORDING TO INFORMATION AVAILABLE OR FOUND ON SITE, AND SHALL BE CONFIRMED BY THE OWNER.
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STORMWATER DISPOSAL INCLUDING SURFACE DRAINAGE, AS PER PLAN AND TO COUNCIL REQUIREMENTS ALL TO BE CONSTRUCTED BY OWNER, INCLUDING RETAINING WALLS, UNLESS STATED OTHERWISE IN THE CONTRACT. THE STORMWATER DISPOSAL SYSTEM AS INDICATED MUST BE INSTALLED AS SOON AS PRACTICABLE. ANY EXCAVATIONS ADJACENT TO FOOTINGS SHALL COMPLY WITH THE REQUIREMENTS OF CLAUSE 4 IN APPENDIX B OF FOOTING REPORT. WRITTEN DIMENSIONS SHALL TAKE PRIORITY OVER SCALED DIMENSIONS. ANY DISCREPANCY BETWEEN THE FOOTING PLAN/REPORT AND THE CIVIL PLAN SHALL BE REPORTED TO FMG ENGINEERING IMMEDIATELY. FLOOR LEVELS MAY BE INCREASED TO ACCOMMODATE SEWER GRADE REQUIREMENTS. OWNER AND/OR BUILDER ARE TO CHECK SEWER INVERTS PRIOR TO SITEWORKS COMMENCING.
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%%uOWNER PLEASE NOTE
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FLEXIBLE CONNECTIONS:
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SITE:
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SEWER LAYOUT:
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STORMWATER:
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BENCH:
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FLEXIBLE CONNECTIONS TO STORM WATER AND WASTE DRAINS ARE
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THE SEWER LAYOUT IS INDICATIVE ONLY, AND PROVIDED ONLY TO DETERMINE IF ADDITIONAL FOOTING PIERS ARE REQUIRED. IT IS NOT A SEWER LAYOUT PLAN FOR CONSTRUCTION PURPOSES. CONTACT THIS OFFICE IF THE SEWER IS TO BE LAID IN A DIFFERENT LOCATION AS THE FOOTING LAYOUT PLAN MAY NEED REVISION. SEWER PLUMBING IS TO BE DETAILED IN ACCORDANCE WITH AS 3500.2-2018 AND THE NCC-2019 VOL 3.
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SLOPE OF 1 IN 40 FOR PAVED AREAS.
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SLOPE OF 1 IN 100 FOR GRASSED AREAS.
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NOT NECESSARY ON THIS SITE.
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2
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4
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6
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8
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10
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METRES
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SCALE
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0
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THIS PLAN SHALL NOT BE TAKEN AS A CADASTRAL OR IDENTIFICATION SURVEY. BOUNDARY DATA SHOWN IS TO BE TAKEN AS A GUIDE ONLY. IF REQUIRED, EXACT RESIDENCE LOCATION AND BOUNDARY LENGTHS TO BE ESTABLISHED BY QUALIFIED CONSULTANT.
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TREES
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EXISTING TREE
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EXISTING TREE TO BE REMOVED
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BY OWNER PRIOR TO CONSTRUCTION
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UNLESS OTHERWISE STATED
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Top
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Bottom
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GRADE BANKS 1 IN 2
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UNLESS NOTED OTHERWISE
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SEWER 100 %%C AT 2.0%%%
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MIN (i.e. 1 in 50)
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250sq x 280d "POLYSUMP"
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LINED SPOON DRAIN TO FALL
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AT MIN. OF 0.30%%% (BY OWNER)
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LEGEND
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TANK OVERFLOW PIPE, REMAINDER OF DP'S AND SURFACE STORMWATER TO BE DISCHARGED WELL AWAY FROM HOUSE (GRAVITY FLOW) 90 PVC
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TANK INLET PIPE SEALED SYSTEM (REFER SHEET DD2) 90 PVC
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90%%C GRATED SURFACE S/W SUMP(TYPICAL)
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BDRY CNR (NO PEG)
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BDRY CNR (PEG FOUND)
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SWIP
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TELSTRA
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GAS IP
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WAT CON
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SEWER IP
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ETSA PILLAR
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LPOLE
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FENCING INCLUDED IN CONTRACT
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EXISTING FENCING
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FENCING
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GRATED STRIP DRAIN TO MANUFACTURERS SPECIFICATION
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ENSURE SEALED SYSTEM DRAIN LAID LOW ENOUGH WHERE REQUIRED TO ALLOW GRAVITY FLOW DRAIN TO PASS ABOVE WITH SPECIFIED GRADE AND COVER.
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NOTES:
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RETAIN ANY CUT/FILL ON BOUNDARY WITH MINOR CONCRETE SLEEPER RETAINING WALL OR CONCRETE PLINTH AS/IF REQUIRED (BY OWNER)
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ANY RETAINING WALLS SHOWN ARE TO BE CONSTRUCTED BY OWNER AFTER HAND OVER, EXCEPT THOSE THAT ARE NECESSARY FOR THE PHYSICAL CONSTRUCTION OF THE DWELLING.
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THE NUMBER AND LOCATION OF SUMPS SHOWN ON THIS DRAWING ARE INDICATIVE ONLY AND MAY CHANGE SUBJECT TO ACTUAL SITE CONDITIONS AND THE EXTENT AND TYPE OF PAVEMENTS SELECTED.
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GRADE PAVING AND FILL AND/OR GRADE GROUND TO SUMP LOCATIONS OR PROVIDE LINED SPOON DRAIN BETWEEN SUMPS AT 0.30% FALL-REFER SHEET CD5-1 AND DD1
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1 X 3000L COMBINATION RETENTION (1000L) / CFS (2000L) RAINWATER TANK PLUMBED INTO HOUSE WITH MAINS WATER BACK UP DP 1 TO 2 TO TANK (MIN 50m²OF ROOF AREA) (MIN 50m²OF ROOF AREA) ENSURE ANY FILL PLACED UNDER TANK STAND LOCATIONS IS PLACED AT LEAST AS "ROLLED FILL". HOWEVER SOME SETTLEMENT MAY OCCUR IF "CONTROLLED FILL IS NOT USED OR IF TANK STAND SLAB IS NOT PIERED TO FIRM NATURAL GROUND. TANK STAND TO BE LOCATED ON HORIZONTAL PLATFORM.
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DRIVEWAY: 300mm COVER ONLY REQUIRED WHERE PIPE NOT PROTECTED BY PAVING ABOVE. CONTACT THIS OFFICE FOR FURTHER ADVICE IF NO PAVING ABOVE.
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LOCATE AND CONNECT SEWER TO SEPTIC TANK. NOTE: BUILDER TO CHECK DEPTH OF SEWER CONNECTION AND ENSURE ADEQUATE SEWER FALL CAN BE ACHIEVED PRIOR TO COMMENCING EARTHWORKS. REFER ANY CHANGES TO PROPOSED BENCH LEVEL TO THIS OFFICE FOR VERIFICATION PRIOR TO COMMENCING SITE CUT.PRIOR TO COMMENCING SITE CUT. TO COMMENCING SITE CUT.
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ENSURE EDGE OF SEWER TRENCH IS KEPT 1200mm FROM EDGE OF FOOTINGS.
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ABN 58 083 071 185 Quality Management Systems ISO 9001 Certified
E N G I NE E R ING
ADELAIDE
MELBOURNE
SYDNEY
P 08 8132 6600 67 Greenhill Rd, Wayville SA 5034
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SIGN
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164.80
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164.54
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165.33
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165.30
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165.33
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165.02
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164.37
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O/FLOW
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165.38
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165.51
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165.68
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164.29
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164.33
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164.85
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163.85
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164.96
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163.19
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163.06
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162.80
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162.93
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164.71
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TBM
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METAL PIN
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163.84
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PICKET
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163.97
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PICKET
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163.37
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PICKET
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163.44
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PICKET
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163.10
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PICKET
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163.37
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PICKET
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162.63
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PICKET
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162.93
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PICKET
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SOIL BORE
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SOIL BORE
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165.37
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CROWN OF ROAD
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165.44
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CROWN OF ROAD
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165.54
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CROWN OF ROAD
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165.63
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CROWN OF ROAD
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165.75
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CROWN OF ROAD
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ETSA
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163.91
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163.85
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162.75
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GUM H20-25
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GUM H15-18
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GUM H30+
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GUM H30+
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BUTT D1.6m
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GUM H8-10
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GUM H6-8
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GUM H6-8
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BUTT D0.3m
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BUTT D0.1m
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GUM H1
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GUM H1
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GUM H1
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BUTT D0.2m
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BUTT 3xD0.9m
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BUTT D1.6m
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BUTT 2xD0.5m
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GUM H15-18
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BUTT 2xD0.4m
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164.76
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164
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03
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164.84
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165.07
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164
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17
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164
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34
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163
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42
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163
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46
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163
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25
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163
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04
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163
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67
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163
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42
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163
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31
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163.15
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163.25
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163
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55
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163
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53
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163.26
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163
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10
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165.27
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164
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40
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164
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58
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163
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77
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163
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97
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163
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80
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163
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58
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164
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09
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164.14
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164.01
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163
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57
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163.59
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163
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33
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163
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21
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163
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22
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163
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44
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163
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26
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163.15
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163.68
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163.73
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163.53
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163.32
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162
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84
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162
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56
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162
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23
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162.93
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162.89
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162.69
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163
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01
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162
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75
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162
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85
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162
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58
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162
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49
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162
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44
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162
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34
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163
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04
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162
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80
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162
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69
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164.75
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TOP PIPE
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TELSTRA
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164.44
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164.46
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165.08
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165.26
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164.70
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163.38
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164.81
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165.14
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165.24
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165.19
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165.21
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165.22
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164.89
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165.23
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165.39
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165.59
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TREE H3
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TREE H3
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TREE H3
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STUMP
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D0.8m
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165.19
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CULVERT
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WM
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164.44
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O/FLOW
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163.10
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PICKET
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163.37
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PICKET
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162.63
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PICKET
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162.93
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PICKET
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ETSA
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T/F
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RUBBLE
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D/WAY
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C/L OPEN DRAIN
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ROW OF GUMS H1m PLANTED 4m APPART
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ROW OF GUMS H1m PLANTED 4m APPART
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ROW OF GUMS H1m PLANTED 4m APPART
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CATCHMENT
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CATCHMENT
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CATCHMENT
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OVERFLOW
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120.58
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GATE
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GATE
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DOUBLE
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GARAGE
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LOT 3
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EDGE BITUMEN ROAD
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EDGE BITUMEN ROAD
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400mm PIPE
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UNDER ROAD
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B A L M O R A L R O A D
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HOUSE
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SITE
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OPEN RURAL
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LIVING SITE
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SHED
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FILL H1m
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162.6
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162.6
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163
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163
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163
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163.4
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163.4
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163.4
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163.4
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163.8
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163.8
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163.8
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163.8
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164.2
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164.2
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164.2
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164.2
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164.2
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164.6
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164.6
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164.6
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164.6
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165
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165
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165.4
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165.4
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162.4
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162.8
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162.8
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162.8
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163.2
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163.2
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163.2
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163.6
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163.6
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163.6
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163.6
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164
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164
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164
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164
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164
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164.4
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164.4
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164.4
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164.4
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164.4
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164.8
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164.8
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164.8
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165.2
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165.6
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BL:
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FL:
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163.00
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163.36
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DP
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ALFRESCO
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PORTICO
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APPROX ONLY
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CUT/FILL LINE
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CUT
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FILL
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DP
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DP
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DP
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DP
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DP
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DP
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DP
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DP
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DP
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DP
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DP
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PROPOSED DRIVEWAY BY OWNER AFTER HANDOVER DUE TO INSUFFICIENT SURVEY DATA ALONG DRIVEWAY, THE DRIVEWAY DESIGN IS TO BE DESIGNED IN ACCORDANCE WITH MINISTERS CODE: UNDERTAKING DEVELOPMENT IN BUSHFIRE PROTECTION AREAS. BE CONNECTED TO AN ALL-WEATHER PUBLIC ROAD BE CONSTRUCTED FROM ALL-WEATHER MATERIAL. MINIMUM FORMED WIDTH OF 3m (OR 4m IN STEEPER TERRAIN) A GRADIENT OF NOT MORE THAN 16 DEGREES ( I.E. A MAXIMUM SLOPE OF 1:3.5) AT ANY POINT ALONG DRIVEWAY MUST ALLOW FIRE FIGHTING VEHICLES TO ENTER AND EXIT IN A FORWARD DIRECTION. INCORPORATE AN ALL WEATHER FILLING CAPABLE OF SUPPORTING FIRE FIGHTING VEHICLES WITH A GROSS MASS OF 21 TONNES NO HAZARDOUS VEGETATION SUCH AS OVERHANGING LIMBS AND CONTINUOUS COVER OF THICK VEGETATION
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163.33
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+2.5%%%
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3750L SEPTIC TANK
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EFFLUENT DISPOSAL AREA
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APPROX ONLY
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CUT/FILL LINE
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CUT
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FILL
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BL:
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163.70
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NOTE: : ADOPTING EXISTING VERGE/FOOTPATH LEVELS FOR DRIVEWAY DESIGN TO BE CONFIRMED AS APPROPRIATE BY COUNCIL PRIOR TO ANY COUNCIL PRIOR TO ANY COUNCIL TO ANY COUNCIL APPROVALS GRANTED.
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22,500 L ROUND TXD5000 BUSHMAN TANK
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22,500 L ROUND TXD5000 BUSHMAN TANK
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PROPOSED SHED NOT PART OF THIS APPLICATION
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DISCHARGE TANK OVERFLOW PIPE AND SURFACE STORMWATER FAR ENOUGH DOWNSLOPE TO ENSURE GRAVITY FLOW IS ACHIEVED. (PROVIDE SPREADER PIPE ON END -REFER DETAIL SHEET DD1.)
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GAR. D/W
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VISITOR's PARKING AREA
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FAIRWAY
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FL:
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163.90
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REFER TO WW01 FOR DETAILS
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2,000 L CFS TANK FOR BUSHFIRE FIGHTING PURPOSE ONLY. ( INCLUDING ANY SUPPORT STRUCTURE SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL) ENSURE RELEVANT DOMESTIC FITTINGS ARE PRESENT AS PER TABLE 2.2 MINISTER'S SPECIFICATION SA 78 ADDITIONAL REQUIREMENTS IN DESIGNATED BUSHFIRE PRONE AREAS
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A
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DRIVEWAY, CROSSOVER, SHED LEVEL ADDED; TANKS, STORMWATER RUN AMENDED
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07/04/2020
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FF
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2
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4
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6
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8
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10
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METRES
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SCALE
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0
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ENSURE BENCH IS GRADED FROM HOUSE.
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PROVIDE ADEQUATE PROTECTION OR COVER TO STORMWATER PIPES (300mm COVER WHERE PIPE IS LIKELY TO BE SUBJECTED TO VEHICULAR LOADING AND 100mm MINIMUM COVER OTHERWISE). WHEN A SEALED STORMWATER SYSTEM IS USED REFER TO DETAIL SHEET. 1 IN 250 MIN FALL ON STORMWATER DRAINS EXCEPT IN SEALED SYSTEMS.
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LEVELS SHOWN ARE APPROXIMATE ONLY AND ARE TO AN ASSUMED DATUM AS INDICATED ON SITE PLAN. SITE DIMENSIONS SHOWN IN BRACKETS ( ) AND BOUNDARIES ARE ASSUMED ACCORDING TO INFORMATION AVAILABLE OR FOUND ON SITE, AND SHALL BE CONFIRMED BY THE OWNER.
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STORMWATER DISPOSAL INCLUDING SURFACE DRAINAGE, AS PER PLAN AND TO COUNCIL REQUIREMENTS ALL TO BE CONSTRUCTED BY OWNER, INCLUDING RETAINING WALLS, UNLESS STATED OTHERWISE IN THE CONTRACT. THE STORMWATER DISPOSAL SYSTEM AS INDICATED MUST BE INSTALLED AS SOON AS PRACTICABLE. ANY EXCAVATIONS ADJACENT TO FOOTINGS SHALL COMPLY WITH THE REQUIREMENTS OF CLAUSE 4 IN APPENDIX B OF FOOTING REPORT. WRITTEN DIMENSIONS SHALL TAKE PRIORITY OVER SCALED DIMENSIONS. ANY DISCREPANCY BETWEEN THE FOOTING PLAN/REPORT AND THE CIVIL PLAN SHALL BE REPORTED TO FMG ENGINEERING IMMEDIATELY. FLOOR LEVELS MAY BE INCREASED TO ACCOMMODATE SEWER GRADE REQUIREMENTS. OWNER AND/OR BUILDER ARE TO CHECK SEWER INVERTS PRIOR TO SITEWORKS COMMENCING.
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%%uOWNER PLEASE NOTE
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FLEXIBLE CONNECTIONS:
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SITE:
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SEWER LAYOUT:
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STORMWATER:
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BENCH:
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FLEXIBLE CONNECTIONS TO STORM WATER AND WASTE DRAINS ARE
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THE SEWER LAYOUT IS INDICATIVE ONLY, AND PROVIDED ONLY TO DETERMINE IF ADDITIONAL FOOTING PIERS ARE REQUIRED. IT IS NOT A SEWER LAYOUT PLAN FOR CONSTRUCTION PURPOSES. CONTACT THIS OFFICE IF THE SEWER IS TO BE LAID IN A DIFFERENT LOCATION AS THE FOOTING LAYOUT PLAN MAY NEED REVISION. SEWER PLUMBING IS TO BE DETAILED IN ACCORDANCE WITH AS 3500.2-2018 AND THE NCC-2019 VOL 3.
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SLOPE OF 1 IN 40 FOR PAVED AREAS.
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SLOPE OF 1 IN 100 FOR GRASSED AREAS.
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NOT NECESSARY ON THIS SITE.
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THIS PLAN SHALL NOT BE TAKEN AS A CADASTRAL OR IDENTIFICATION SURVEY. BOUNDARY DATA SHOWN IS TO BE TAKEN AS A GUIDE ONLY. IF REQUIRED, EXACT RESIDENCE LOCATION AND BOUNDARY LENGTHS TO BE ESTABLISHED BY QUALIFIED CONSULTANT.
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TREES
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EXISTING TREE
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EXISTING TREE TO BE REMOVED
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BY OWNER PRIOR TO CONSTRUCTION
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UNLESS OTHERWISE STATED
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Top
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Bottom
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GRADE BANKS 1 IN 2
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UNLESS NOTED OTHERWISE
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SEWER 100 %%C AT 2.0%%%
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MIN (i.e. 1 in 50)
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250sq x 280d "POLYSUMP"
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LINED SPOON DRAIN TO FALL
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AT MIN. OF 0.30%%% (BY OWNER)
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LEGEND
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TANK OVERFLOW PIPE AND SURFACE STORMWATER TO BE DISCHARGED WELL AWAY FROM HOUSE (GRAVITY FLOW) 90 PVC
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TANK INLET PIPE SEALED SYSTEM (REFER SHEET DD2) 90 PVC
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90%%C GRATED SURFACE S/W SUMP(TYPICAL)
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BDRY CNR (NO PEG)
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BDRY CNR (PEG FOUND)
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SWIP
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TELSTRA
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GAS IP
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WAT CON
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SEWER IP
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ETSA PILLAR
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LPOLE
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FENCING INCLUDED IN CONTRACT
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EXISTING FENCING
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FENCING
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GRATED STRIP DRAIN TO MANUFACTURERS SPECIFICATION
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ENSURE SEALED SYSTEM DRAIN LAID LOW ENOUGH WHERE REQUIRED TO ALLOW GRAVITY FLOW DRAIN TO PASS ABOVE WITH SPECIFIED GRADE AND COVER.
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NOTES:
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RETAIN ANY CUT/FILL ON BOUNDARY WITH MINOR CONCRETE SLEEPER RETAINING WALL OR CONCRETE PLINTH AS/IF REQUIRED (BY OWNER)
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ANY RETAINING WALLS SHOWN ARE TO BE CONSTRUCTED BY OWNER AFTER HAND OVER, EXCEPT THOSE THAT ARE NECESSARY FOR THE PHYSICAL CONSTRUCTION OF THE DWELLING.
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THE NUMBER AND LOCATION OF SUMPS SHOWN ON THIS DRAWING ARE INDICATIVE ONLY AND MAY CHANGE SUBJECT TO ACTUAL SITE CONDITIONS AND THE EXTENT AND TYPE OF PAVEMENTS SELECTED.
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GRADE PAVING AND FILL AND/OR GRADE GROUND TO SUMP LOCATIONS OR PROVIDE LINED SPOON DRAIN BETWEEN SUMPS AT 0.30% FALL-REFER SHEET CD5-1 AND DD1
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2 X 22,500L TANKS AS NOTED PLUMBED INTO HOUSE WITH MAINS WATER BACK UP ALL DP's TO TANK ENSURE ANY FILL PLACED UNDER TANK STAND LOCATIONS IS PLACED AT LEAST AS "ROLLED FILL". HOWEVER SOME SETTLEMENT MAY OCCUR IF "CONTROLLED FILL IS NOT USED OR IF TANK STAND SLAB IS NOT PIERED TO FIRM NATURAL GROUND. TANK STAND TO BE LOCATED ON HORIZONTAL PLATFORM.
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DRIVEWAY: 300mm COVER ONLY REQUIRED WHERE PIPE NOT PROTECTED BY PAVING ABOVE. CONTACT THIS OFFICE FOR FURTHER ADVICE IF NO PAVING ABOVE.
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LOCATE AND CONNECT SEWER TO SEPTIC TANK. NOTE: BUILDER TO CHECK DEPTH OF SEWER CONNECTION AND ENSURE ADEQUATE SEWER FALL CAN BE ACHIEVED PRIOR TO COMMENCING EARTHWORKS. REFER ANY CHANGES TO PROPOSED BENCH LEVEL TO THIS OFFICE FOR VERIFICATION PRIOR TO COMMENCING SITE CUT.PRIOR TO COMMENCING SITE CUT. TO COMMENCING SITE CUT.
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ENSURE EDGE OF SEWER TRENCH IS KEPT 1200mm FROM EDGE OF FOOTINGS.
THIS DRAWING IS COPYRIGHT TO FMG ENGINEERING. NO PART OF THIS DRAWING, INCLUDING WHOLE OF SAME, SHALL BE USED FOR ANY PURPOSE OR SITE OTHER THAN THAT FOR WHICH IT WAS PREPARED, NOR BY ANY THIRD PARTY, WITHOUT PRIOR WRITTEN CONSENT OF FMG ENGINEERING. CONTRACTORS MUST SET OUT ALL WORK AND VERIFY ALL CONDITIONS, LEVELS AND DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK OR MAKING OF ANY SHOP DRAWINGS. ALL WORK MUST BE EXECUTED IN ACCORDANCE WITH THE RULES, REGULATIONS, BY LAWS AND REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION OVER ANY PART OF THE WORK. THIS DRAWING IS NOT TO BE USED FOR DIMENSIONAL SETOUT.
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