RL 21.17 (AHD BM (NAIL IN TK) 21.20 21.32 TK 21.29 TK 21.22 TK 21.16 20.91 21.05 20.59 20.94 20.99 20.52 21.12 19.96 20.28 20.09 19.36 19.33 19.21 18.66 18.85 18.95 19.15 19.18 19.15 19.34 19.13 19.63 20.21 19.51 20.98 RIDGE HEIGHT 27.53 RIDGE HEIGHT 26.15 RIDGE HEIGHT 25.02 GUTTER LEVEL 23.35 GUTTER LEVEL 24.23 GUTTER LEVEL 23.91 FLOOR LEVEL 2 1.39 FLOOR LEVEL 21.15 FLOOR LEVEL 20.6 SILL LEVEL 22.15 FL 20.73 RENDERED COTTAGE TILE ROOF TILE ROOF No 1B VERANDAH DIA. 0.6 SP 6R HT 15 DIA. 0.3 SP 4R HT 12 DIA. 0.3 SP 7R HT 10 DIA. 0.3 SP 4R HT 8 DIA. 0.2 SP 3R HT 7 DIA. 0.5 SP 5R HT 10 DIA. 0.3 SP 4R HT 6 DIA. 0.5 SP 5R HT 7 CONCRETE PATH STND KERB & GUTTER ABBOTSFORD ROAD 15.535 109°47'15" 61.015 197°29'15" 17.985 289°48'35" 60.96 19°47'15" 2 5 21 SEC. 3 DP 400 PALING COLORBOND MESH BRICK NOT MESH PICKET FENCE FENCE FENCE FENCE FENCE FENCED FENCED 19.00 19.00 19.50 19.50 20.00 20.00 20.50 20.50 21.00 21.00 1500 1500 1890 5890 NO. 1C EXISTING DWELLING EXIST. GARAGE PROPOSED ADDITIONS & ALTERATIONS SITE AREA: 1021.6 sqm 1 D.P. 31394 EXIST. VERANDAH 5000 1500 4960 11220 19100 NO. 3 ADJOINING PROPERTY BRICK COTTAGE ADJOINING PROPERTY METAL CARPORT ADJOINING PROPERTY BRICK GARAGE NO. 1B ADJOINING PROPERTY RENDERED COTTAGE PROPOSED GRANNY FLAT EXISTING CONCRETE DRIVEWAY EXISTING FRONTYARD EX. VEHICULAR CROSSING EXIST. VERANDAH 1800 3 1 2 2 2 NOTE LEGEND GEOTEXTILE FABRIC STOCKPILES FABRIC FILLED WITH GRAVEL STORMWATER PIT VEHICULAR ENTRY SILT FENCE EXISTING VEGETATION 1. ALL EROSION AND SEDIMENT CONTROL MEASURES TO BE INSPECTED AND MAINTAINED DAILY BY SITE MANAGER 2. MINIMISE DISTURBED AREAS 3. ALL STOCKPILES TO BE CLEAR FROM DRAINS, GUTTERS AND FOOTPATHS 4. DRAINAGE IS TO BE CONNECTED TO STORMWATER SYSTEM AS SOON AS POSSIBLE 5. ROADS AND FOOTPATHS TO BE SWEPT DAILY TEMPORARY SECURITY FENCE / / / / 1 BARRIER SAND AND SOIL STOCKPILES STOCKPILES PLACED WHOLLY ON THE CONSTRUCTION SITE AND BEHIND A SEDIMENT 2 SEDIMENT BARRIER SEDIMENT BARRIERS DOWN SLOPE SEDIMENT BARRIER TECHNIQUES: a. GEOTEXTILE SEDIMENT FABRIC ATTACHED TO POSTS WITH THE GEOTEXTILE BURRIED IN AN UPSTREAM TRENCH. b. STRAW BALES, STAKED IN A 100mm (min) DEEP TRENCH. OF THE BUILDING SITE FILTER COURSE SEDIMENT BEFORE IT CAN WASH INTO GUTTERS, DRAINS AND WATERWAYS. 3 SINGLE GRAVELLED ENTRY EXIT RESTRICTED VEHICLE ACCESS TO ONE ENTRY EXIT POINT WHERE POSSIBLE. GRAVELLING THE ACCESS POINT WILL ALLOW ALL WEATHER ACCESS, WILL REDUCE THE AMOUNT OF SOIL CARRIED OFF THE SITE BY VEHICLES, AND WILL PROVIDE A PERMANENT BASE FOR THE DRIVEWAY. wire or steel mesh geotextile filter fabric undisturbed area disturbed area SEDIMENT CONTROL FENCE 100 200 - drainage area 0.5ha max - slope graident 1:2 max - slope length 50m max SITE TIMBER RAMP FOR VEHICULAR ACCESS SECTION S-S FOOTPATH NOT TO SCALE ROAD Mani Che CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORK OR THE PREPARATION OF SHOP DRAWINGS. FIGURED DIMENSIONS TO BE USED IN PREFERENCE TO SCALED DIMENSIONS. THIS DRAWING IS A COPYRIGHT OF J.F BUILDING CONSULTANTS P/L. AND MUST NOT BE RETAINED, USED OR COPIED FOR ANOTHER PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF BUILDSOLVE LEGEND: REASON FOR ISSUE ISSUE DATE BUILDSOLVE PROPOSED ADDITIONS & ALTERATIONS TO EXISTING DWELLING 1C Abbotsford Road, Homebush NSW 2140 N SEDIMENT & EROSION CONTROL PLAN