GSPublisherEngine 0.79.100.84 ARCM DESIGN N This document is COPYRIGHT and the property of ARCM DESIGN. It is not to be retained, copied or used without the prior written permission of the author. All dimensions must be checked on-site prior to the commencement of any works. Any discrepancies are to be brought to the attention of ARCM DESIGN. PROPOSED SUBDIVISION @ 62 CAMERON ST DOONSIDE PROJECT CLIENT MR. TONY FRANCIS DESIGNER: DATE: 2020-106 M.M. REF: COUNCIL: MAR 20 B0 BCC ISSUE A: 06/03/2020 Client Sketch ISSUE B: 17/03/2020 ISSUE C: ISSUE D: ISSUE E: ISSUE F: DA SCALE: AS SHOWN UNIT 2/179-183 WOODPARK RD SMITHFIELD NSW 2164 m: 0406 787 726 e: [email protected] www.arcm.com.au ABN 78632562326 SEDIMENT FENCE POSTS DRIVEN 0.6m INTO GROUND WIRE OR STEEL MESH 1. DRAINAGE AREA 0.6ha MAX. 2. SLOPE GRADIENT 1:2 MAX. 3. SLOPE LENGTH 60m MAX. 0.2m DISTURBED AREA DIRECTION OF FLOW 0.6m MAX. GOETEXTILE FILTER FABRIC 3m MAX. UNDISTURBED AREA TRASH SCREEN DETAIL HANDLE LYSAGHTS RH3030 MAXIMESH GALVANIZED STEEL BRACKET FOR BASKET SEATING. GALVANIZED, TYPICAL, EITHER SIDE OF BASKET LOCATION, FIX TO PIT WITH 2-M10 MASONRY ANCHORS 600 MAX STEEL CLIP WELDED TO BASKET GALVANIZED, TYPICAL, EITHER SIDE 600 MAX 600 MAX N.T.S. TYPICAL SEDIMENT FENCE SECTION EXISTING FILTER FABRIC COVERED WITH BACKFILL GEOTEXTILE FILTER FABRIC STEEL MESH SCALE 1:20 BACKFILL DRAINAGE CHANNEL EXCAVATED PARALLEL TO SEDIMENT FENCE DIRECTION OF FLOW DISTURBED AREA 600 MAX. 600 MIN. DRIVEN INTO GROUND SLOPE GROUND LEVEL UNDISTURBED AREA STAR SHAPED STEEL PEGS AT 3000 CRS MAX. 592.07 m 2 143 . 62 m 2 201.56 m 2 95 . 52 m 2 208 . 06 m 2 364 . 18 m 2 262.38 m 2 5,000 15,117 32,000 28,350 8,277 11,840 4,634 28,723 60,439 20,117 3,000 3,000 4,427 5,000 135.00° 135.00° 478.37 m 2 LOT A LOT B RIGHT OF WAY (A) (B) (A) SEWER AS PER SEWER PEGOUT (B) EASEMENT FOR DRAINAGE 3.05 WIDE 2 CARSPACES PRIVATE OPEN SPACE LANDSCAPING LANDSCAPING POTENTIAL FUTURE BUILDING FOOTPRINT LANDSCAPING PRIVATE OPEN SPACE POTENTIAL FUTURE CAR SPACES EXISTING DWELLING FOOTPRINT TO BE RETAINED EASEMENT FOR DRAINAGE 3.05 WIDE FIBRO GARAGE SHED METAL BOTTOM RL36.85 TOP WINDOW RL38.15 34.0 34.0 34.5 34.5 35.0 RIDGE RL40.20 GUTTER RL38.35 BOTTOM RL 35 .45 60.35 BY DEED TOP WINDOW RL 36 .60 BOTTOM RL 35 . 20 TOP WINDOW RL 36 .40 BOTTOM RL 34 .30 60.35 BY DEED TOP DOOR RL 36 .40 BOTTOM RL 34 .80 TOP WINDOW RL 36 .60 AWNING GUTTER RL37.30 20.115 BY DEED GUTTER RL 36 . 95 RIDGE RL 39 . 25 RIDGE RL39.25 20.115 BY DEED GARAGE FIBRO SHED METAL 34.39 34.44 34.39 34.50 34.55 34.94 34.90 34.92 35.19 35.26 35.10 34.52 34.51 34.46 34.38 34.37 34.37 34.37 34.35 34.40 34.42 34.40 34.41 34.48 34.56 34.59 34.80 34.74 34.84 34.85 34.72 34.62 35.13 34.30 34.20 34.32 34.42 34.44 34.55 34.66 34.74 34.85 34.94 35.12 35.21 35.07 34.99 34.83 34.67 34.34 HYD 34.31 HYD 34.31 SV 34.32 34.27 34.33 34.57 34.61 34.65 34.51 34.74 34.88 34.94 34.85 34.95 34.91 34.81 34.77 34.36 34.27 34.25 35.12 35.04 EP 34.69 34.62 34.88 34.84 34.40 34.52 34.55 34.47 34.34 34.43 34.40 34.27 0.4D 5H 34.39 34.40 34.37 34.46 34.57 34.60 34.61 34.55 34.52 34.57 34.58 34.59 34.64 34.68 0.1D 5H 34.63 34.48 34.32 34.40 0.4D 4H 34.56 34.44 34.31 34.29 34.19 34.19 0.3D 6H 34.19 0.3D 5H 34.11 34.27 34.26 34.23 34.38 34.34 34.30 34.44 34.29 34.13 34.20 33.99 34.10 MH 34.35 34.12 34.09 34.11 0.1D 5H 34.08 34.09 34.14 34.24 0.6D 20H 34.02 33.87 33.82 33.76 33.78 33.86 33.88 33.84 33.92 33.90 33.93 33.99 33.93 0.3D 7H 33.90 0.1D 4H 34.04 0.3D 3H 34.06 0.3D 4H 33.97 0.2D 5H 0.3D 8H 0.4D 10H 33.84 33.97 33.96 33.98 33.97 33.96 33.91 33.85 33.90 33.97 33.99 34.08 33.96 34.00 34.07 34.07 34.05 33.97 BM CUT IN KERB HT 35.13 NBN PIT No 64 SINGLE STOREY CLAD LOT 303 DP 39455 LOT 331 DP 39455 LOT 330 DP 39455 LOT 329 DP 39455 LOT 302 DP 39455 LOT 304 DP 39455 1214m2 (by DP) Approx. 1214m2 (by Calc.) CAMERON STREET VEHICLE CROSSING CONCRETE CONCRETE VEHICLE CROSSING VEHICLE CROSSING CONCRETE DRIVEWAY GRAVEL DRIVEWAY BITUMEN DRIVEWAY TOP KERB OF LOT: 303 DP: 39455 NO. 62 TORRENS TITLE AREA: 1214.06 m2 CURRENT LOT DESCRIPTION SUBDIVISION DATA PROPOSED LOT DESCRIPTION LOT A - 478.37 m2 ROW - 143.62 m2 SUBDIVISON LOT B - 592.07 m2 1. ALL DIMENSIONS AND FLOOR AREAS ARE TO BE VERIFIED BY BUILDER PRIOR TO THE COMMENCEMENT OF ANY BUILDING WORK. ANY DISREPANCIES ARE TO BE CONFIRMED BY THE DESIGNER. 2. LEVELS SHOWN ARE APPROXIMATE UNLESS ACCOMPANIED BY REDUCED LEVELS BY A REGISTERED SURVEYOR. 3. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TO SCALING. 4. ALL BOUNDARY CLEARANCES MUST BE VERIFIED BY THE SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDING WORK. 5.WHERE ENGINEERING OR HYDRAULIC DRAWINGS ARE REQUIRED, SUCH MUST TAKE PREFERENCE TO THIS DRAWING. 6. STORMWATER TO BE CONNECTED AND DISCHARGED TO COUNCIL'S REQUIREMENTS AND TO AS 3500.3-1990. 7. ALL SERVICES TO BE LOCATED AND VERIFIED BY THE BUILDER WITH THE RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF ANY BUILDING WORK. PLEASE READ CAREFULLY 8. ALL DIMENSIONS TO BE VERIFIED BY BUILDER/ REGISTERED SURVEYOR ON SITE PRIOR TO 9. ALL DEMOLITION AND REMOVAL WORK TO BE CARRIED OUT WITH APPROVED WASTE MANAGEMENT PLAN AND IN ACCORDANCE WITH COUNCIL'S REQUIREMENTS & D.A. CONDITIONS CONSTRUCTION COMMENCING SUBDIVISION PLAN 1:200 PROPOSED SUBDIVISION @ 62 CAMERON ST DOONSIDE FOR MR. TONY FRANCIS DEVELOPMENT APPLICATION LOCATION MAP 1