1
S E E FZ13 FZ14 FZ15 FZ16 FZ17 208.0 208.0 208.0 209.0 210.0 211.0 207.0 209.0 207.0 207.0 208.0 208.0 209.0 209.0 210.0 STAGE 13 CH28.90 CH44.90 CH64.90 CH84.90 CH103.40 CH28.90 CH46.90 CH64.90 CH83.40 CH101.40 CH119.46 CH35.26 CH50.67 CH68.67 CH86.67 CH262.50 CH286.70 CH384.67 CH457.57 CH28.90 CH46.90 CH64.90 CH83.40 CH101.40 CH119.46 CH46.90 CH64.90 CH82.90 CH100.90 EX G EX G EX G EX G EX G EX G E T EX T EX T EX T EX T EX T FT FT FT FT FT G FG FG FG FG FG EX T EX T EX T EX T EX G EX T EX EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G FT FT FT FT FT FG FG FG FG FG FG FG FT FT FT FG FG FG FT FT FT EX G EX G EX G EX G EX G EX G G G T T T T T T T T G G G G G G G T T T T T T T G G G G G G G T T T T T T T G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T 281 170 172 171 263 264 265 266 267 268 269 G19 G18 G17 G16 G33 G32 G31 G30 260 261 262 G9 G8 G7 270 271 272 273 274 275 T 38 7 T 19 0 T 36 T 37 DK9 DK8 DK7 280 279 278 277 276 285 DK23 284 283 282 DK18 DK17 DK16 DK15 DK32 DK31 DK30 DK29 DK27 DK26 DK25 DK24 H T 18 T 39 206 205 204 203 202 201 200 199 168 160 209 EX D EX S EX S EX S EX S EX S EX S EX S EX S EX S EX S EX S EX S EX S EX S EX S EX S EX S FS FS FS FS FS FS FS EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D H H H EX D H H H EX D H EX D H H H H EX D EX D EX D FD EX W EX W EX E EX E EX E EX E EX E EX E W FW FW FW FW FW EX W EX W EX W EX W EX W EX E E EX E EX E EX E EX E W EX W EX W EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W FE FE FE FE FE D D D D D D D D D D D D D FW FW FW FE FE FE FW FW FW FE FE FE S S FD FD FD FD FD FD D D D ([ D S S S S S S S S S S S S S S S S S S S S S S S S S S S S > > S S S S S S S W W W W W W W W W W FW FW FW FW W W W W W W W W W W W W W W FE FE FE FE FE D D D D D D W W W W W W W W W 263 264 265 266 267 268 269 260 261 262 270 271 272 273 274 275 281 280 279 278 277 276 285 284 282 283 > > D D D D D E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E H H H H H H H H H H H H H H H H H H H H H H H H H H > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > FS206.81 NS208.87 FS210.81 FS210.91 FS210.90 FS210.11 NS209.68 FS210.24 FS209.97 FS209.52 FS210.38 FS209.66 FS208.78 FS208.68 FS208.68 FS209.17 FS209.67 FS208.71 FS209.68 NS209.54 FS208.86 FS209.19 FS208.93 FS208.80 FS208.62 FS208.71 FS208.79 FS208.61 FS208.82 FS208.93 FS208.86 FS207.33 FS206.84 FS206.83 FS206.98 FS206.92 FS207.45 FS207.37 FS206.88 FS206.98 FS207.89 FS207.43 FS208.44 FS208.20 FS208.88 FS208.72 FS209.22 FS208.72 FS208.72 NS207.47 NS207.88 NS208.09 NS208.00 FS207.43 FS208.18 FS206.73 FS207.21 NS209.52 NS209.20 FS209.99 NS205.80 NS210.41 NS210.54 NS210.51 NS210.13 NS210.25 NS209.82 NS209.40 NS210.31 NS209.58 NS208.50 NS208.61 NS208.80 NS208.87 NS208.33 NS208.34 NS208.89 NS208.80 NS208.38 NS209.75 NS209.73 NS209.21 NS206.90 NS207.22 NS208.39 NS207.89 NS208.47 NS208.53 NS208.62 NS209.05 NS208.69 NS209.22 NS208.90 NS208.96 NS208.41 NS207.55 NS206.85 NS206.43 NS205.73 NS206.67 NS206.91 NS207.30 NS208.07 NS208.66 NS206.14 NS206.84 FS206.64 NS206.64 FS207.43 NS207.32 D S S GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW TP 25.80 TP 11.01 TP 43.03 TP 11.65 TP 11.65 LTP 929.68 RTP 443.52 RTP 419.62 RTP 410.62 RTP 405.89 RTP 362.44 RTP 357.72 RTP 348.72 RTP 324.82 RTP 315.82 RTP 311.09 TP 303.42 RTP 265.23 RTP 270.19 RTP 239.28 RTP 217.45 LTP 229.91 LTP 257.10 CH 211.78 CH228.42 CH942.16 CH0.00 CH243.42 TP 260.62 CH336.77 CH0.00 CH431.57 CH0.00 RTP 452.52 RTP 457.24 TP 916.17 CH 910.00 CH 20.00 CH 40.00 CH 60.00 CH 80.00 CH 100.00 CH 20.00 CH 40.00 CH 60.00 CH 80.00 CH 100.00 CH 380.00 CH 400.00 CH 280.00 CH 300.00 CH 20.00 CH 40.00 CH 60.00 CH 80.00 R8 R8 R8 R8 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R100 R100 R200 R8 R8 R8 R8 R105 DUKES LANE SWANSON BOULEVARD RS04 RS05 DUKES LANE SWANSON BOULEVARD SM2-M SM2-M SM2-M SM2-M SM2-M SM2-M SD1 SD1 SD1 SD1 SD1 SD1 2.5m SHARED PATH DUKES LANE 2.5m SHARED PATH Ex SM2-M ([ Ex19A17 1A 1B 1D 1E 1F 1G 3A 1H 1I 1J 1K 1L 6A 1M 1N 7D 7C 7B 5B 5A 4A 4B 4C 4E 4D 2A 2B 3B 7A 1C 8D 8C 8B 9A 9C 9B 9D 8A 10A EX11A20 9E 9F 11A TEMPORARY 100mm COMPACTED THICKNESS CRUSHED ROCK TURNING CIRCLE. TEMPORARY 100mm COMPACTED THICKNESS CRUSHED ROCK TURNING CIRCLE. TEMPORARY 100mm COMPACTED THICKNESS CRUSHED ROCK TURNING CIRCLE. TIE IN TO EXISITING DUKES LANE PAVEMENT WITH 100mm COMPACTED THICKNESS CRUSHED ROCK. CONTRACTOR TO ENSURE THAT THERE IS NO POOLING. TIE IN TO EXISITING DUKES LANE PAVEMENT WITH 100mm COMPACTED THICKNESS CRUSHED ROCK. CONTRACTOR TO ENSURE THAT THERE IS NO POOLING, AND NOT BATTERING ENTERED CROWN LAND RESERVE. DUKES LANE RESERVE TO BE SHAPED TO ENSURE THAT ALL ROAD FLOWS ARE REDIRECTED BACK TO EXISTING PIT 19A17. ENSURE NO FLOWS ARE DIRECTED TOWARDS FITZGERALDS PROPERTY. INDICATIVE SHARED PATH ALIGNMENT ONLY. CONTRACTOR TO ENSURE THAT NO SIGNIFICANT VEGETATION IS REMOVED, AND THAT SURFACE FLOWS ARE NOT IMPEDED. CATCH DRAIN TO RUN ALONG EXISTING FENCE LINE AND ROADSIDE OF SHARED PATH. PIT 10A TO BE 450x450 GJP WITH P /(1*7+ 39& # ,1 OUTFALL STRUCTURE TO BE CAST INSITU WINGWALL, WITH OUTFALL GRADED @ 1 IN 200 TO NATURAL SURFACE PROVIDE SHALLOW DRAIN ALONG EASEMENT IN LOT 205 TOWARDS TERRAPEE ST. ENSURE SURFACE FLOWS ARE NOT RESTRICTED BY FENCE FUTURE LOT DK23 TO BE FILLED IN STAGE 13 WORKS TO PREVENT SURFACE WATE POOLING ON LOT 285 BOUNDARY KERB TRANSITION THROUGH LAYBACK FUTURE SHARED PATH CROSSING PIT 9E & 9F ARE TO HAVE LETTERBOX SIDE ENTRY TO COLLECT OPEN DRAIN FLOWS FROM DUKES LANE TO THE SOUTH. FUTURE RURAL PROFILE ROAD R5.5 R12 INSTALL 6M LENGTH OF PIPE WITH CAST IN-SITU WINGWALL OUTFALL, AND GRADE AT 1 IN 200 TO NATURAL SURFACE GENERAL DESIGN DETAIL PLAN NOTES APPL I ES I N ALL CASES UNLESS STATED OTHERW I SE · ALL KERB I S TO BE MOD I F I ED SM2 ( I DM SD 100 - SM2 - M ) · ALL KERB RETURNS ARE 8 . 0m RAD I US TO BoK · ALL COURT BOWLS ARE 10 . 3m RAD I US TO BoK W I TH 14 . 0m RAD I US TRANS I T I ONS · FOOTPATH W I DTH AS DETA I LED AND MATER I AL AS SHADED @ 0 . 05m O / S BL · ALL EASEMENT DRA I NAGE P I PES & P I TS ARE 1 . 0m O / S REAR & S I DE BOUNDAR I ES · LEVEL 1 SUPERV I S I ON REQU I RED FOR LOT EARTHWORKS UNLESS SPEC I F I ED OTHERW I SE - REFER GENERAL NOTES · ALL LOTS TO HAVE CATCH DRA I NS ALONG S I DE & REAR BOUNDAR I ES · CONTOUR I NTERVAL 0 . 2m WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. REVISION REV A FOR COMMENT NOTE: THIS IS AN UNCONTROLLED DOCUMENT AND WILL NOT BE UPDATED. IT IS THE RESPONSIBILITY OF THE USER TO CONFIRM THAT THIS IS A CURRENT COPY AND SUITABLE FOR THE PROPOSED USE - THIS SHEET MUST BE READ IN CONJUNCTION WITH ALL SHEETS OF THIS SET AND ANY ACCOMPANYING DOCUMENTS PLOT DATE: 03/05/2019 FILE: C:\TEMP\1065313 R&D REVA (CIVIL3D).DWG CHK DWG DES CL CL NjB DATE 3/05/19 1065313R03 PROJECT & DWG No: REV: DWG STATUS: A / 25 PRELIMINARY © COPYRIGHT THE INFORMATION CONTAINED ON THIS DRAWING IS THE INTELLECTUAL PROPERTY OF TOMKINSON GROUP. COPYING OR USING THIS DRAWING IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF TOMKINSON GROUP INFRINGES COPYRIGHT IMAGINE ESTATE STAGE 13 DUKES LANE - STRATHFIELDSAYE CITY OF GREATER BENDIGO STRATHFIELDSAYE HOLDINGS PTY LTD HEAD OFFICE: 57 MYERS STREET BENDIGO 3550 PH 03 5445 8700 ABN 11 103 336 358 WWW.TOMKINSON.COM ROADS & DRAINAGE PLANS LAYOUT PLAN MGA94 ZONE 55 LENGTHS ARE IN METRES - PAPER SIZE A3 SCALE 1:1,000 10 10 20 30 40 50 0
![Index [dge.carnegiescience.edu] Acid inputs, 85, 122,300,325,330,332, ... see cation exchange capacity Central Europe, ... 208, 209, 223, 272, 349, 375,383,384 Flow convergence, 35](https://static.documents.pub/doc/80x56/5ae14f607f8b9ab4688e86b3/index-dge-acid-inputs-85-122300325330332-see-cation-exchange-capacity.jpg)
