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D.P D.P D.P D.P D.P D.P D.P SW 1.2 x 1.5 SW 1.5 x 1.2 NOTE: ALL DOWNPIPES CONNECTED TO SOAKWELLS WITH PVC STORMWATER PIPE BY BUILDER SCALE: DRAWN: DATE: CC APRIL 17 1:200 CHK: MS © COPYRIGHT DATE DRAWN CHK 2,000 1,610 3,590 4,500 17,890 6,099 2,580 10,540 2,729 1,511 2,999 17,890 3,101 609 1,511 2,581 12,039 5,600 5,510 5, 00 0 3, 31 9 60 4,068 17,890 4,169 2,581 12,470 1,068 2,581 12,470 1,068 4,500 17,890 6,099 TBA #5 TBA #6 TBA #1 TBA #2 TBA #3 TBA #4 ALFRESCO PAVED @ -1c PORCH PAVED @ -1c PROPOSED RESIDENCE FFL: 10.05 EXTENT OF UPPER FLOOR ABOVE 90mm PVC PIPE (RETIC) UNDER DRIVEWAY GARAGE GRANO @ -1c EDGE OF GRANO COMB. M'BOX GAS / ELECT. 29c HIGH 1c FACEBRICK WALL 60mm INSIDE BOUNDARY WITH SQUARELINE GUTTER, FIREPROOF FLASHING & TERMITE TREATMENT (REFER DETAIL SHEET) PRELAY BALCONY FW IN PIER ZONE: R30 SITE COVER ALLOWED: 55% ACTUAL SITE COVER: 192.86m 2 / 454m 2 = 42.48% -WIND CLASSIFICATION (N1) AS PER AS 4055 MAINTAIN 3m CLEARANCE TO ALL POWER LINES AT ALL TIMES PROJECT No. SHEET No. 02 of 17 17792 SITE PLAN CLIENT: BUILDER: DATE: CLIENT: No further structural changes These are the plans referred to in the Building Contract CONTRACT PLANS VARIATION ENGINEERS 02/05/17 CC CC SUPERVISOR NOTE: * ALL STEEL BEAMS TO BE DELIVERED TO GARAGE AREA. NO STEEL BEAMS TO BE LOCATED WITHIN 6m OVERHEAD POWER LINE DANGER ZONE. * CONCRETE PUMP TO BE LINE PUMP ONLY (NO OVERHEAD PUMP) WHERE NECESSARY. SUPERVISOR BRICKLAYER NOTE: T-BAR LINTELS TO BE INSTALLED AT SAME TIME AS STEEL BEAMS SUPERVISOR NOTE: WHERE POSSIBLE, CONCRETE TRUCK & CRANE ACCESS TO BE FROM ADJOINING PROPERTY TO MAINTAIN 6m CLEARANCE FROM TRANSMISSION VOLTAGE POWER LINES. IF NOT, WESTERN POWER REQUIRES 3 WEEKS NOTICE TO PROVIDE A SAFE WORK ENVIRONMENT AROUND POWER LINES. CLIENT NOTE: REMOVAL AND RE-INSTATEMENT OF FENCING BY OWNER TO BUILDERS SCHEDULE. OWNER TO LIASE WITH NEIGHBOUR(S) ACCORDINGLY. CROSSOVER BY OWNER TO COUNCIL & DEVELOPER SPECIFICATIONS (REFER TO ADDENDA) 1 2 3 4 5 6 7 8 9 SITEPLAN LEGEND - 1 - SAND DELIVERY - 2 - SITE SHED - 3 - SITE TOILET - 4 - TIMBER DELIVERY - 5 - STEEL DELIVERY (TO STAY OUTSIDE OF ANY WESTERN POWER EASEMENT) - 6 - CRANE - 7 - BRICK / RUBBISH PILE - 8 - WALL FRAME - 9 - ROOF TRUSSES NBN/ TELSTRA PIT & PIPE DESIGN REQUIREMENTS PLANS TO BE READ IN CONJUNCTION WITH CONSULTANTS ISSUED FOR CONSTRUCTION DRAWINGS ELECTRICIAN NOTE: ELECTRICIAN TO ENSURE NBN/TELSTRA INTERNAL CONDUIT PATHWAYS ARE INSTALLED AND MANDREL TESTED IN ACCORDANCE WITH APPROVED PLANS AT THE SAME TIME AS POWER RUN IN 1M WIDE 0.001 m SSL1 MISCLOSE . Birkett Street Bitumen Semi-Mount Nil Changes to the City Of Stirling Street & Reserve Trees Policy require minimum setbacks to all crossovers dependant on the Diameter At Breast Height (DBH) of any verge trees. Cottage & Engineering Surveys recommends contacting City Of Stirling to verify any verge tree details with their tree audit database before any design work is undertaken. NOTE: OLD AREA TELSTRA/COMMS. PIT NOT LOCATED ADJACENT TO LOT AT TIME OF SURVEY. VERIFY AVAILABILITY WITH TELSTRA. NOTE: WARNING: Check developer/strata company regarding possible future/existing internal service run ins, positions & details. Check for possible private sewer lines & position & details of connection to strata lot. Beware possible building restrictions on strata lot by management statement or by-laws. If strata boundaries not defined on plan only parent lot may be re-pegged and line pegs placed. Scale 1:200 0 2 4 6 8 W S E N SSL1 413151 14 Mar 17 M. Bateman Builder : Ben Trager Homes CLIENT : Baginski SURVEY STRATA LOT 1 #168A Birkett Street, Dianella Survey Strata Plan73125 Original Lot 54 on Diag. 19969 1:200 c J/N: DATE: DRAWN: SCALE: Licensed Surveyors 87-89 Guthrie Street, Osborne Park, Western Australia Telephone: (08) 9446 7361 Facsimile: (08) 9445 2998 Email : [email protected] Website: www.cottage.com.au Lot boundaries drawn on survey are based on landgate plan only. Survey does not include title search and as such may not show easements or other interests not shown on plan. Title should be checked to verify all lot details and for any easements or other interests which may affect building on the property. Survey does not include verification of cadastral boundaries. All features and levels shown are based on orientation to existing pegs and fences only which may not be on correct cadastral alignment. Any designs based or dependent on the location of existing features should have those features' location verified in relation to the true boundary. Survey shows visible features only and will not show locations of underground pipes or conduits for internal or mains services. Verification of the location of all internal and mains services should be confirmed prior to finalisation of any design work. Cottage & Engineering surveys accept no responsibility for any physical on site changes to the parcel or portion of the parcel of land shown on this survey including any adjoining neighbours levels and features that have occurred after the date on this survey. All Sewer details plotted from information supplied by Water Corporation. DISCLAIMER: DISCLAIMER: DISCLAIMER: DISCLAIMER: SEC Dome Power Pole Phone Pits LEGEND T C TP10.00 TW TR TF [ [ [ [ 10.00 10.00 10.00 ] ] ] ] Top Pillar/Post Top Wall Top Retaining Top Fence W Water Conn. 48.88 90°0'25" 5.5 2.12 225°0'0" 225°0'0" 90°0'0" 20.4 89°59'35" 20.12 90°0'25" SOIL DESCRIPTION FILL- Sand trace artificial material-brown Sand - pale grey / Fill Sand, Topsoil Light Grass Cover 0.004 m SSL2 MISCLOSE 28.49 13.12 4.24 23.99 135°0'13" 135°0'12" 14.62 89°59'35" (20.12) (48.89) 9.96 9.97 10.01 9.95 9.90 10.01 9.89 9.87 9.87 9.88 10.00 9.98 9.92 9.76 9.91 9.84 9.89 9.90 9.86 11.78 9.87 9.83 9.98 9.98 9.96 11.86 10.98 11.01 10.13 10.07 Ref Nail At Base Of Kerb Assumed Datum 10.00 m Concrete Crossover Semi-Mount W Conn. Large Grass Tree 9.96 9.98 9.98 9.83 Sewer I.O. TF [ ] TF [ ] TF [ ] TF [ ] Timber & Galv Carport Closest Wire To Boundary NOTE/BEWARE:ADVISE TRADES O/Head power lines Brick & Tile -Clear Bushes C/Bond Fence Good Condition Sewer M/H Approx. 61m (10.52) >>> >>> PEG FND NUMB PEG FND NUMB PEG FND NUMB PEG FND NUMB PEG FND NUMB PEG GONE (Not Located In Field. Plotted From Water Corp. Sheet Only) Sewer M/H Unable to Calculate Sewer Junction Depth Due to Lack of Information on Water Corporation E-Plan. Verify Junction Invert, Depth & Details With Water Corporation. BUILDER and PLUMBER check GRADE NOTE: Sewer Junction In: 1.7 Inv: 8.4 NOTE: UP NOTE: Approx. Sewer Clearance Line (This line is NOT an easement) Setbacks MUST be confirmed by Water Corp. before any design work is undertaken. This line is NOT definitive. (Meas Abt. 13.12) 10.0 10.0 SSL2 Tree Ø 0.4m Ht 5.0m VACANT 3x CONDUIT LAID UNDER SLAB BOUNDARY WALL CLIENT NOTE: OWNER TO REMOVE TREE PRIOR TO BUILDER COMMENCING ON SITE INDICATES SET-OUT PEGS BY LICENCED SURVEYOR INDICATES PARA-NAIL SETOUT BY LICENCED SURVEYOR W PROPOSED WATER METER BY OWNER PRIOR TO CONSTRUCTION OWNER TO AMEND KERB TO BE MOUNTABLE OR AS OTHERWISE SPECIFIED BY SHIRE EHB NOTE: PROVIDE H2 TREATMENT TO ROOF TIMBERS FOR EUROPEAN HOUSE BORER 1200x1000 CONC. HARDSTAND FOR A/C UNIT STORE A GULLY & GRATE CONNECTED TO SOAKWELLS SUPERVISOR / TRADES NOTE: 1M CLEARANCE TO POWER LINES AT ALL TIMES NOTE: APPROX INVERT LEVEL 8.89 EXTENT OF OVERSHADOWING (18.36m 2 ) CONCRETOR NOTE: DIG FOOTINGS LAST & POUR FIRST. BOTTOM OF FOOTINGS TO MATCH NEIGHBOUR FOOTINGS TERMITE TREATMENT TERMITE TREATMENT WILL BE IN ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE 2016 PART 3.1.3, PART 2.1.1 AND PART 1.0.7 USING TERMICO TERMITE MANAGEMENT SYSTEM PAVED DRIVEWAY PAVED PATH D.P RECESSED INSTANT GAS HWU Grano / Paving Areas GARAGE PAVED DRIVEWAY ALFRESCO PORCH STORE A PAVED PATH AREA 34.68 25.96 18.92 6.42 5.71 3.09 Perimeter 23.56 20.22 18.90 12.80 12.74 8.18
