A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A q A q A A 22 . 000 22 . 000 22 . 0 0 0 2 3 . 0 0 0 2 3 . 0 00 23 . 0 0 0 24 . 000 24 . 000 24 . 000 25 . 000 25 . 000 25 . 00 0 26 . 000 2 6 . 000 27 . 000 27 . 000 27 . 000 2 8 . 000 28 . 000 28 . 000 28 . 000 2 9 . 000 29 . 000 29 . 000 30 . 000 22 . 5 00 22 . 50 0 2 2 . 500 23 . 50 0 23 . 500 24 . 5 00 24 . 500 24 . 500 25 . 500 2 5 . 5 0 0 25 . 500 2 6 . 500 26 . 500 26 . 500 2 7 . 50 0 27 . 500 2 7 . 500 27 . 5 0 0 28 . 500 28 . 500 2 8 . 500 2 9 . 5 0 0 29 . 500 29 . 500 29 . 50 0 27 . 500 21 . 5 20 . 0 2 0 . 5 21 . 0 21 . 0 20 . 5 21 . 5 21 . 5 22 . 0 22 . 0 22 . 5 2 3 . 0 23 . 5 24 . 0 24 . 5 2 5 . 0 25 . 5 26 . 0 26 . 5 27 . 0 24 . 5 25 . 0 25 . 5 26 . 0 26 . 5 2 4 . 0 2 3 . 5 21 . 0 20 . 0 23 . 0 25 . 0 25 . 5 26 . 0 Ex25 Ex17 Ex16 Ex15 Ex50 Ex60 Ex49 Ex48 Ex3 Ex51 Ex4 ISSUED FOR CONSTRUCTION COPYRIGHT C PS631588R development & environment consultants PERMITTED. UNAUTHORISED COPYING is FOR ITS INTENDED PURPOSE. NO PRINCIPAL TO USE THIS DOCUMENT HAS GRANTED A LICENCE TO THE BEVERIDGE WILLIAMS & CO P/ L E D C INDEX DATE REVISION APPD. CHECKED SURVEY DESIGN MUNICIPALITY: PRINCIPAL: SCHEME: Melbourne - Suite 6 / 115 Hawthorn Road, Caulfield North 3161 Ph (03) 9528 4444 Leongatha - 52A Bair Street, Leongatha 3953 Ph (03) 5662 2630 Traralgon - Shop 4, 85 Hotham Street, Traralgon 3844 Ph (03) 5176 0374 Wonthaggi - 134 Graham Street, Wonthaggi 3995 Ph (03) 5672 1505 DRAWN Reference: VicRoads Beveridge Williams Ballarat - 95 Main Road, Ballarat 3350 Ph (03) 5327 2000 Cer ti f ed Sy s t em M T ISO 9001 Quality SAI GLOBAL BASS COAST SHIRE COUNCIL DRAWING NUMBER: B.C.S.C. CONSTRUCTION REV G BEV WILL REF: E4015 / STAGE 7 SEAGROVE ESTATE STAGE 7, COWES SOUTHERN SUSTAINABLE DEVELOPMENTS PTY. LTD. 534 A 3 B.WILLIAMS & CO R.HABEL L.SUTHERLAND J.YALDEN 2060 / P.S. 08.07.2011 LOTS 204 AND 205 ROTATED Sheet of 12 09.08.2011 LOTS NUMBERS AMENDED IN ACCORDANCE WITH PLAN OF SUBDIVISION P.W. 27.09.2011 C.W. COUNCIL AMENDMENTS AS PER CORRESPONDANCE 09.09.2011 12.10.2011 C.W. COUNCIL AMENDMENTS AS PER CORRESPONDANCE 07.10.2011 F G 28.10.2011 C.W. ISSUED FOR CONSTRUCTION R H H H H H H H H H H H H H H H H N S 28 . 503 N S 26 . 737 N S 25 . 270 N S 23 . 872 N S 24 . 769 N S 2 3 . 997 N S 22 . 6 2 2 N S 27 . 1 42 N S 25 . 671 N S 25 . 908 N S 28 . 686 N S 21 . 940 N S 24 . 293 N S 26 . 7 00 N S 2 4 . 7 75 N S 26 . 362 N S 24 . 587 N S 24 . 103 N S 2 1 . 547 N S 23 . 390 N S 21 . 512 N S 25 . 7 5 5 N S 23 . 300 N S 25 . 1 47 N S 22 . 540 N S 26 . 005 N S 24 . 524 N S 28 . 1 0 9 N S 28 . 956 N S 2 9 . 14 4 N S 29 . 767 N S 28 . 160 N S 29 . 928 N S 28 . 504 N S 29 . 562 N S 27 . 748 N S 29 . 035 N S 27 . 218 N S 2 7 . 11 6 N S 21 . 371 N S 29 . 736 N S 25 . 759 N S 26 . 922 N S 2 3 . 98 6 N S 23 . 692 N S 21 . 28 6 N S 22 . 187 N S 29 . 942 N S 29 . 853 N S 29 . 877 N S 25 . 059 N S 24 . 838 N S 23 . 047 N S 29 . 925 N S 2 5 . 857 N S 24 . 178 N S 2 5 . 939 N S 24 . 460 N S 2 6 . 6 1 4 N S 2 5 . 265 N S 2 7 . 17 5 N S 2 5 . 8 3 8 N S 2 7 . 65 5 N S 2 6 . 37 9 N S 23 . 245 N S 29 . 219 N S 29 . 055 N S 26 . 35 6 N S 25 . 388 N S 24 . 699 N S 27 . 447 N S 26 . 102 N S 29 . 014 N S 2 9 . 7 3 2 N S 26 . 820 N S 24 . 641 FS 26 . 448 FS 2 3 . 7 53 FS 24 . 432 FS 2 4 . 676 FS 27 . 494 FS 25 . 845 FS 2 5 . 9 08 FS 27 . 577 FS 27 . 276 FS 27 . 039 F S 24 . 712 F S 24 . 530 FS 26 . 0 5 5 FS 25 . 5 40 F S 26 . 567 FS 25 . 099 F S 27 . 7 80 FS 29 . 581 FS 27 . 352 FS 27 . 441 FS 27 . 221 FS 26 . 909 FS 27 . 3 6 4 FS 21 . 465 FS 25 . 645 FS 27 . 067 FS 2 3 . 898 FS 29 . 740 FS 29 . 651 FS 24 . 987 FS 24 . 434 FS 24 . 504 FS 24 . 630 FS 24 . 9 57 FS 2 5 . 466 FS 2 5 . 98 7 F S 24 . 487 FS 29 . 533 F S 27 . 03 2 FS 2 5 . 7 0 0 FS 24 . 693 FS 27 . 050 FS 25 . 717 FS 2 8 . 188 FS 2 9 . 3 9 8 F S 24 . 656 N S 26 . 350 N S 27 . 550 FS 26 . 706 ROAD SERVICE WATER TELSTRA SEWER SERVICE OFFSET TABLE GAS 1.00m (S) ELECTRICITY 2.00m (S) NOTE: ALL MEASUREMENTS ARE TO BE TAKEN FROM THE BUILDING LINE TO OF TRENCH STREET TREES ECHIDNA GROVE 2.85m 1.00m (w) 2.10m (W) 2.60m (W) 2.50m (E) 3.00m (E) 2.85m THORNBILL LANE 1.80m (S) 2.40m (S) 1.80m (N) 2.40m (N) - - - - - BOOBOOK GROVE N CONTOUR INTERVAL 0.50m DETAIL PLAN 0 50 40 30 20 10 5 SCALE 1:500 (A1) 207 205 204 203 208 209 210 211 212 213 214 201 200 199 198 197 196 B OO B OOK G R OV E W AG T A I L W AY E C H I DNA G R OV E P E N I N S U L A V I E W R I S E S E AG R OV E W A Y P O S S U M P L A C E T HO R N B I LLL AN E 215 216 217 218 192 193 194 195 421 RES R 50 0 45 . 90 43 . 21 A16 . 45 R 500 A16 . 73 A18 . 02 A5 . 67 1 7 . 0 0 17 . 00 17 . 00 4 6 . 3 2 R 518 A14 . 73 3 . 27 34 . 1 0 33 . 8 9 18 . 00 18 . 00 18 . 00 18 . 00 1 8 . 0 0 1 8 . 0 0 30 . 89 33 . 8 9 18 . 00 15 . 00 4 . 24 36 . 00 36 . 00 36 . 00 17 . 00 1 7 . 00 0 . 41 A 17 . 6 1 R 184 A 18 . 19 A 1 2 . 7 0 R 166 A 5 . 81 A 17 . 27 A 18 . 04 A 2 . 6 3 15 . 3 6 1 8 . 00 1 8 . 0 0 18 . 00 1 8 . 00 18 . 53 17 . 50 18 . 53 36 . 90 36 . 90 35 . 16 3 6 . 9 4 37 . 05 387 . 19 36 . 92 1 8 . 00 1 8 . 00 1 8 . 00 R 150 R 200 R 482 A19 . 97 9 . 40 4 . 20 8 . 34 14 . 3 0 36 . 62 1 8 . 71 4 . 16 1 8 . 0 0 18 . 0 0 1 8 . 0 0 18 . 0 0 1 8 . 00 1 8 . 00 18 . 48 18 . 48 18 . 48 11 . 32 A 6 . 67 A 17 . 94 A 18 . 35 A 9 . 77 A 8 . 74 A 18 . 32 A 12 . 48 5 . 48 36 . 12 36 . 12 36 . 62 36 . 62 36 . 73 38 . 14 37 . 02 37 . 17 35 . 60 EDGE STRIP PROVIDE CONCRETE & NO ROAD SIGN PROVIDE END BARRIER CONSTRUCTION TO EXISTING MATCH NEATLY NO ROAD SIGN STRIP, END BARRIER & PROVIDE CONCRETE EDGE CONSTRUCTION TO EXISTING MATCH NEATLY EDGE STRIP REMOVE EXISTING & NO ROAD SIGN AREA END BARRIER REMOVE TURNING CUTOFF DRAIN BACKFILL EXISTING CUTOFF DRAIN RESERVE ELECTRICAL F U T U R ES T AG E8 R 8 . 0 R 20 . 0 R 20 . 0 EDGE STRIP REMOVE EXISTING EXISTING STAGE 6 EXISTING STAGE 5 INSTALL PSM INSTALL PSM AND E R S ON R OAD 1 . 8 m WI D E E X I S T I NG G R AV EL P A T H 300 600 600 600 600 T I TLE B OUNDA R Y CUT OFF DRAIN DETAIL SIDE ON LOW FROM DRAIN MATERIAL PLACE CUT NOT TO SCALE C H 11 07 . 4 83 C H 1090 . 261 C H 1073 . 031 C H 997 . 130 C H 252 . 950 C H 10 34 . 0 4 0 C H 10 50 . 4 4 5 C H 253 . 325 C H 1 0 6 8 . 444 C H 1 086 . 4 4 5 C H 1104 . 189 C H 219 . 433 C H 202 . 433 C H 184 . 433 C H 165 . 640 C H 231 . 350 C H 213 . 350 C H 195 . 349 C H 1 7 7 . 624 C H 160 . 397 C H 68 . 243 C H 58 . 367 C H 76 . 366 C H 94 . 240 C H 111 . 423 C H 127 . 867 C H 146 . 65 0 C H 86 . 243 C H 1 0 4 . 881 C H 124 . 189 C H 1 42 . 7 7 1 CONNECT TO ExENDWALL. REMOVE C H 68 . 243 L K R T P C H 2 4 8 . 5 4 8 R K R T P C H 2 48 . 0 2 3 K R T P C H 1055 . 741 RR J RC P RC P RR J RR J RC P 26 52 61 53 54 62 55 56 57 58 7 27 28 29 0.10m OFFSET FOOTPATH 2.00m WIDE 0.10m OFFSET FOOTPATH 2.00m WIDE 0.10m OFFSET FOOTPATH 1.50m WIDE DETAIL PLAN 3 3 CUTOFF DRAIN EXISTING BACKFILL BARRIER & NO ROAD SIGN TURNING AREA END REMOVE EXISTING E x 300 CRUSHED ROCK DEPTH 40mm CLASS 3 SERVICE VEHICLES 300mm AREA FOR GARBAGE & TEMPORARY TURNING 30 CUTOFF DRAIN BACKFILL Ex CLEAN OUT & CUTOFF DRAIN BACKFILL Ex CLEAN OUT & RC P 300 RL 25.796 N 886.802 E 607.945 STAR PICKET TBM RL 21.823 N 895.858 E 844.062 STAR PICKET TBM RL 27.795 N 795.894 E 783.520 STAR PICKET TBM PSM INSTALL SURFACE MATCH FINISHED ADJUST TOP TO REPAIR Ex PIT & 1 . 00 m 1 . 0 0 m 1 . 00 m RESERVE SUBSTATION = AREA TO BE FILLED DRAIN PICK UP CUTOFF ExPIT No 60 TO SOUTHERN WALL OF NOTCH OPENING IN TEMPORARY "V" PROVIDE 4 6 . 2 3 C H 1058 . 031 43 . 20 C H 1041 . 031 46 . 94 4 8 . 14 C H 1024 . 010 C H 1006 . 971 C H 989 . 915 206 N S 28 . 956 N S 28 . 956 17 . 23 TO EXISTING PATH WIDE FOOTPATH CONNECT 4.0m 17 . 00 N S 2 9 . 1 4 4 FS 2 8 . 61 8 4 . 234 4 . 234 R 4 0 R 40 17 . 22 202 TO B.C.S.C. SPECS NAME SIGN THORNBILL LANE SUPPLY & INSTALL STREET WIRE FENCE REMOVE EXISTING POST AND PLANS FOR DETAILS REFER TO LANDSCAPE BOLLARDS (1.5m C.C) 4.0m CONCRETE PATH 3 . 25 m 3 . 2 5 m B OO B OOK G R OV E EXISTING) H (CONNECT TO BCSC STANDARD. HIGH PALING FENCE TO PROVIDE STANDARD 18m C U T O FF D R A I N 4A 4B 4C GROVE TO B.C.S.C. SPECS BOOBOOK GROVE ECHIDNA STREET NAME SIGN SUPPLY & INSTALL DOUBLE 2 . 0 0 m 4D D R A I NAG E E X I S T I NG S U R F A C E ONSITE DETERMINED DRAINAGE AS SURFACE DIVERT EXISTING F U T U R ES T A G E8 4 9 . 52 JOINTS IN CONCRETE FOOTPATHS. 3. TGSIs ARE NOT TO BE PLACED OVER FOR LOTS 194, 198, 203, 204 & 206. 2. VEHICLE CROSSINGS TO BE CONSTRUCTED TO BE USED). (MECHANICAL COMPACTION METHODS ONLY COMPACTED IN LAYERS OF 300mm WITH EXISTING MATERIAL, PLACED & EXCESS OF 1 METRE TO BE BACK FILLED 1. TRENCHES BEHIND BACK OF KERB AND IN NOTE: SIDE OF TURNING AREA SWALE DRAIN ON HIGH