4015d STAGE 7 - Seagrove4 fs 21.465 fs 25.645 f s 2 7.0 6 f 23.898 fs 29.740 f s 8 2 9 6 5 1 fs...
4
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
Transcript of 4015d STAGE 7 - Seagrove4 fs 21.465 fs 25.645 f s 2 7.0 6 f 23.898 fs 29.740 f s 8 2 9 6 5 1 fs...
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ISSUED FORCONSTRUCTION
COPYRIGHTC
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
Certifie
d S
yste
m
MT
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 07.10.2011F
G 28.10.2011 C.W.ISSUED FOR CONSTRUCTION
R
HH
H
H
H
H
HHHH
H
H
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H
NS 28.503
NS 26.737
NS 25.270NS 23.872
NS 24.769
NS 23.997
NS 22.622
NS 27.142
NS 25.671NS 25.908
NS 28.686
NS 21.940
NS 24.293
NS 26.700
NS 24.775
NS 26.362
NS 24.587
NS 24.103
NS 21.547
NS 23.390
NS 21.512
NS 25.755
NS 23.300
NS 25.147
NS 22.540
NS 26.005
NS 24.524
NS 28.109
NS 28.956
NS 29.144
NS 29.767
NS 28.160
NS 29.928
NS 28.504
NS 29.562
NS 27.748
NS 29.035
NS 27.218
NS 27.116
NS 21.371
NS 29.736
NS 25.759
NS 26.922
NS 23.986
NS 23.692
NS 21.286
NS 22.187
NS 29.942 NS 29.853
NS 29.877
NS 25.059
NS 24.838
NS 23.047
NS 29.925
NS 25.857
NS 24.178
NS 25.939
NS 24.4
60
NS 26.614
NS 25.265
NS 27.175
NS 25.838
NS 27.655
NS 26.379
NS 23.245
NS 29.219
NS 29.055
NS 26.356
NS 25.3
88
NS 24.699
NS 27.447
NS 26.1
02
NS 29.014
NS 29.732
NS 26.820
NS 24.641
FS 26.4
48
FS 23.753
FS 24.432
FS 24.676
FS 27.494
FS 25.845FS 25.908
FS 27.577
FS 27.276
FS 27.039
FS 24.712
FS 24.530
FS 26.055 FS 25.540
FS 26.567
FS 25.099
FS 27.780
FS 29.581
FS 27.352
FS 27.4
41
FS 27.221
FS 26.909
FS 27.364
FS 21.465
FS 25.645
FS 27.067
FS 23.898
FS 29.740
FS 29.651
FS 24.987
FS 24.4
34
FS 24.504
FS 24.630
FS 24.957
FS 25.4
66
FS 25.987
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87
FS 29.533
FS 27.032
FS 25.70
0
FS 24.693
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FS 25.7
17
FS 28.188
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NS 26.350
NS 27.550
FS26.706
ROAD
SERVICEWATER 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 50403020105
SCALE 1:500 (A1)
207
205
204
203
208
209
210211
212
213
214
201 200 199 198
197
196
BOOBOOK GROVE
WA
GT
AIL
WA
Y
ECHIDNA GROVE
PENINSULA VIEW RISE
SEA
GR
OV
E
WA
Y
POSSUM PLACE
THORNBILL LANE
215
216217
218
192193
194
195
421
RES
R500
45.90
43.21
A16.4
5R500
A16.73
A18.02
A5.67
17.0
017.00
17.00
46.32
R518
A14.73
3.27
34.10
33.89
18.00
18.00
18.00
18.00 18.00
18.0030.89
33.89
18.00
15.00
4.24
36.00
36.00
36.00
17.00
17.000.41 A17.61 R184
A18.19
A12.70
R166A5.8
1
A17.27
A18.04A2.63 15.36 18.00
18.0018.0018.00
18.53
17.50
18.53
36.90
36.90
35.16
36.94
37.05
387.19
36.92
18.00
18.00 18.00
R150
R200
R482
A19.97
9.4
0
4.20
8.34
14.30
36.62
18.71
4.16
18.00 18.00 18.00 18.00
18.00 18.00
18.48
18.48
18.48
11.32 A6.67A17.94
A18.35
A9.77
A8.74
A18.32A12.48
5.48
36.12
36.12
36.62
36.62
36.73
38.14
37.02
37.17
35.60
EDGE STRIPPROVIDE CONCRETE
& NO ROAD SIGNPROVIDE END BARRIER
CONSTRUCTIONTO EXISTING MATCH NEATLY
NO ROAD SIGNSTRIP, END BARRIER &
PROVIDE CONCRETE EDGE
CONSTRUCTIONTO EXISTING
MATCH NEATLY
EDGE STRIPREMOVE EXISTING
& NO ROAD SIGNAREA END BARRIER REMOVE TURNING
CUTOFF DRAINBACKFILL EXISTING
CUTOFF DRAIN
RESERVEELECTRICAL
FUTURE STAGE 8
R8.0
R20.0
R20.0
EDGE STRIPREMOVE EXISTING
EXISTING STAGE 6
EXISTING STAGE 5
INSTALL PSM
INSTALL PSM
AN
DERS
ON R
OA
D
1.8m
WID
E E
XIS
TIN
G
GR
AV
EL P
AT
H
300
600600600600
TIT
LE B
OU
ND
AR
Y
CUT OFF DRAIN DETAIL
SIDE
ON LOW
FROM DRAIN
MATERIAL
PLACE CUT
NOT TO SCALE
CH1107.483
CH1090.261
CH1073.031
CH997.130
CH252.950
CH1034.040
CH1050.445
CH253.325
CH1068.444
CH1086.445
CH1104.189
CH219.4
33
CH202.4
33
CH18
4.4
33
CH16
5.640
CH231.3
50
CH213.350
CH19
5.349
CH17
7.624
CH16
0.397
CH68.243
CH58.367
CH76.366
CH94.240
CH111.4
23
CH12
7.867
CH14
6.650
CH86.243
CH10
4.881
CH12
4.18
9
CH14
2.771
CONNECT TO ExENDWALL. REMOVE
CH68.243
LK
RTP
CH248.548
RK
RTP
CH248.023
KRTPCH1055.741
RRJRCP
RCP RRJ
RRJ
RCP
26
52
61
53
54
62
55
56
57
58
7
2728
29
0.10m OFFSETFOOTPATH 2.00m WIDE
0.10m OFFSETFOOTPATH 2.00m WIDE
0.10m OFFSETFOOTPATH 1.50m WIDE
DETAIL PLAN 3
3
CUTOFF DRAINEXISTING BACKFILL
BARRIER & NO ROAD SIGNTURNING AREA END REMOVE EXISTING
Ex 3
00�
CRUSHED ROCKDEPTH 40mm CLASS 3
SERVICE VEHICLES 300mm AREA FOR GARBAGE & TEMPORARY TURNING
30
CUTOFF DRAINBACKFILL Ex CLEAN OUT &
CUTOFF DRAINBACKFILL Ex CLEAN OUT &
RCP
300�
RL 25.796N 886.802E 607.945STAR PICKETTBM
RL 21.823N 895.858E 844.062STAR PICKETTBM
RL 27.795N 795.894E 783.520STAR PICKETTBM
PSMINSTALL
SURFACEMATCH FINISHED ADJUST TOP TO REPAIR Ex PIT &
1.00
m
1.00m
1.00
m
RESERVESUBSTATION
= AREA TO BE FILLED
DRAINPICK UP CUTOFF ExPIT No 60 TO SOUTHERN WALL OF NOTCH OPENING IN TEMPORARY "V" PROVIDE
46.23
CH1058.031
43.20
CH1041.031
46.94
48.14
CH1024.010
CH1006.971
CH989.915
206
NS 28.956
NS 28.956
17.23
TO EXISTING PATHWIDE FOOTPATH CONNECT 4.0m
17.00
NS 29.144FS 28.618
4.234
4.234
R40
R40
17.22
202
TO B.C.S.C. SPECSNAME SIGN THORNBILL LANE SUPPLY & INSTALL STREET
WIRE FENCEREMOVE EXISTING POST AND
PLANS FOR DETAILSREFER TO LANDSCAPEBOLLARDS (1.5m C.C)
4.0m CONCRETE PATH
3.2
5m
3.2
5m
BO
OB
OO
K
GR
OV
E
EXISTING)H (CONNECT TO
BCSC STANDARD. HIGH PALING FENCE TOPROVIDE STANDARD 18m
CUT
OFF
DR
AIN
4A
4B4C
GROVE TO B.C.S.C. SPECS BOOBOOK GROVE ECHIDNA
STREET NAME SIGNSUPPLY & INSTALL DOUBLE
2.00
m
4D
DR
AIN
AGE
EXIS
TIN
G S
URF
ACE
ONSITEDETERMINED
DRAINAGE AS SURFACE
DIVERT EXISTING
FUTURE STAGE 8
49.52
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 AREASWALE DRAIN ON HIGH
X
X
A
A
A
AA
A
A
AA
A
A
A
A
A
A
AA
A
A
AA
A
A
A
A
A
A
A
A
A
A
A
A
A
A
AA
A
A
A
A
A
A
A
A
AA
AA
A AA
A
AAA
A
A
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
A
AA A
A
AAAA
AA
AA
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
AA
A
A
A
A
AA
22.000
22.000
22.00
0
23.000
23.000
23.000
24.000
24.000
24.00
0
25.000
25.000
25.000
26.000
26.000
27.000
27.00
0
27.000
28.000
28.000
28.00
0
28.000
29.000
29.000
30.000
22.500
22.500
22.500
23.50
0
23.500
24.500
24.500
24.50
0
25.500
25.500
25.500
26.500
26.500
26.500
27.500
27.500
27.50
0
27.500
28.500
28.500
28.500
29.500
29.500
27.500
20.5
21.0
21.0
20.5
21.5
21.5
22.0
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.527.0
24.5
25.0
26.0
26.5
24.0
23.5
21.0
20.0
23.0
25.0
26.0
HH
H
H
H
H
HHHH
H
H
H
H
H
H
NBOOBOOK GROVE
ECHIDNA GROVE
2
207
206
205
204
208
209
210 211 212
213
214
201 200 199 198 197
196189
190
191192193
194
195
219
218217216
215
DETAIL PLAN
0 50403020105
SCALE 1:500 (A1)
SPECIFICATIONS.ACCORDING TO WESTERNPORT WATER(DRY TAPPINGS) ARE TO BE INSTALLEDALL PROPERTY SERVICE CONNECTIONSNOTE:
5.00m5.50m
6.50m
9.00m
7.50m
6.00m5.00m6.00m6.00m
5.00m
5.00m5.00m
6.00m
6.00m
6.00m
6.00m6.00m5.00m
225 PVC CL
16 - 19
9m
ECHIDNA GROVE
Ex 225 P
VC CL 16
SE
AG
RO
VE
WA
Y
BOOBOOK GROVE
225 PVC CL 16 - 48mX
5.77
m
8.50
m
9.00m
HY
DR
ANT
X
WASHOUT
REMOVE Ex
Ex
HY
DR
ANT
Ex VALVE
Ex HYDRANT
WAS
HO
UT
HYDRANT.
CONNECTION TO EXISTING 150mm
PORT WATER PRIOR TO MAKING
WORKING DAYS NOTICE TO WESTERN
NOT LESS THAN FIVE (5) CLEAR
THE CONTRACTOR SHALL PROVIDE
Ex 100 PVC CL 1
6
Ex 15
0 P
VC CL 16
CR BACKFILL
WATERMAIN DETAIL PLAN
LEGEND
x
TAPPING UNDER PRESSURE - T.U.P.
TAPER
FIREPLUG
VALVE
STORMWATER DRAIN (PROPOSED)
SEWER MAIN
NS 28.503
NS 26.737
NS 25.270NS 23.872
NS 23.997
NS 22.622
NS 27.142
NS 25.671NS 25.908
NS 28.686
NS 21.940
NS 24.293
NS 26.700
NS 24.775
NS 26.362
NS 24.587
NS 24.103
NS 21.547
NS 23.390
NS 21.512
NS 25.755
NS 23.300
NS 25.147
NS 22.540
NS 26.005
NS 24.524
NS 29.100
NS 29.144
NS 29.767
NS 28.160
NS 29.928
NS 28.504
NS 29.562
NS 27.748
NS 29.035
NS 27.218
NS 27.116
NS 21.371
NS 26.922
NS 23.986
NS 23.692
NS 21.286
NS 22.187
NS 29.942NS 29.853
NS 29.877
NS 25.059
NS 24.838
NS 23.047
NS 29.925
NS 25.857
NS 24.178
NS 25.939
NS 24.4
60
NS 26.614
NS 25.265
NS 27.175
NS 25.838
NS 27.655
NS 26.379
NS 23.245
NS 29.947
NS 29.055
NS 26.356
NS 25.3
88
NS 24.699
NS 27.447
NS 26.1
02
NS 29.014
NS 29.732
NS 24.641
FS 26.4
48
FS 23.753
FS 24.676
FS 27.494
FS 25.845FS 25.908
FS 27.577
FS 27.276
FS 27.039
FS 24.712
FS 24.530
FS 26.055
FS 25.540
FS 26.567
FS 25.099
FS 27.352
FS 27.4
41
FS 27.221
FS 26.909
FS 27.364
FS 21.465
FS 27.067
FS 23.898
FS 29.740
FS 29.651
FS 24.987
FS 24.4
34
FS 24.504
FS 24.630
FS 24.957
FS 25.4
66
FS 25.987
FS 24.4
87
FS 29.745
FS 27.032
FS 25.70
0
FS 24.693
FS 27.050
FS 25.7
17
FS 28.188
FS 29.398
FS 24.656
WASHOUT
TEMP.
Ex STAGE 6
THORNBILL LANE
Ex STAGE 5
Ex 225 PVC
VALVE
150�
203
2.40m O/S
2.40m O/S
2.60m O/S
2.60m O/S
FUTURE STAGE 8
225x225 TEE
225�
VA
LV
E
225�
VA
LV
E
225x225 TEE
225 P
VC CL 16 - 23
m
150 P
VC CL 16 - 47
m
150 P
VC CL 16 - 40
m
225-150 REDUCER
225-150 REDUCER
X X
X X
XX
3.00
m
4.50
m
4.50
m
4.50
m
4.50
m
X X
NS 24.769FS 24.432
FS 25.645NS 25.759
NS 26.820
FS26.706
NS 27.550
NS 26.350
NS 29.144
FS 28.618
NS 29.219
FS 29.533
FS 29.581NS 29.736
FS 27.780NS 28.109
NS 28.700
NS 28.255
202
421
225�
VA
LV
E
2.0m O/S
8.00
m
BO
OB
OO
K
GR
OV
E
225mm WATERMAIN.
MAKING CONNECTION TO EXISTING
WESTERNPORT WATER PRIOR TO
WORKING DAYS NOTICE TO
NOT LESS THAN FIVE (5) CLEAR
THE CONTRACTOR SHALL PROVIDE
240
Ex VALVE
SEAGROVE ESTATE STAGE 7, COWES
sheet of 2
W??
BW REF: E4015/7
App’dDateRevision Details
P. SMITH
D. BELTON
March 2009
C. KIRKCALDY
CONSULTANTSENVIRONMENTALPLANNERSENGINEERSSURVEYORS WILLIAMS & CO.BEVERIDGE
JUNCTION 3161 95284444
PO BOX 2205 CAULFIELD
B 4/10/10 PS100 DIA MAIN UPSIZED TO 225 DIA
C 12/7/11 PSLOTS 204 AND 205 ROTATED
D PWLOT NUMBERS AMENDED 9/8/11
As ShownPhone (03) 5952 2393 Fax (03) 5952 3115
WESTERPORT REGION WATER AUTHORITY
WESTERNPORT WATERTrading name for:
Scale
Date
Checked
Designed
DrawnDRG. NO.WESTERNPORT WATER
A12 Boys Home Road Newhaven 3925
E PWWESTERPORT WATER AMENDMENTS 13/9/11
XX
XX
X
XX
X
XX
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
X
XX
XX
X
XX
X
X XX X
X X
X
X
R
A
A
A
AA
A
A
AA
A
A
A
A
A
A
AA
A
A
AA
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
AA
A AA
AA
A
A
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
A
AA A
A
AAAA
AA
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
AA
A
A
A
A
BB
q
BB
q
AA
22.000
22.000
22.00
0
23.000
23.000
23.000
24.000
24.000
24.00
0
25.000
25.000
25.000
26.000
26.000
27.000
27.00
0
27.000
28.000
28.00
0
28.000
29.000
29.000
29.000
30.000
22.500
22.500
22.500
23.50
0
23.500
24.500
24.500
24.50
0
25.500
25.500
25.500
26.500
26.500
26.500
27.500
27.50
0
27.500
28.500
28.500
28.500
29.500
29.500
29.500
27.500
20.5
21.0
21.0
20.5
21.5
21.5
22.0
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.527.0
24.5
25.0
25.5
26.0
26.5
20.0
25.0
25.5
26.0
HH
H
H
H
H
HHHH
H
H
H
H
H
H
N
2
170
171
172173174175
DETAIL PLAN
0 50403020105
SCALE 1:500 (A1)
BOOBOOK GROVE
SEWER DETAIL PLAN
IL21.225
IL20.260
IL18.960
IL18.960
IL18.115
IL18.005
IL17.975
176
177178
179180
181182
183
184
185
T13/6/5/3/1
T13/6/5/3/2IS20.500
78.427
IL22.000
IL19.910
IL19.880
IL20.620
IL20.650
IL23.150
IL23.585
IL24.500
T13/6/5/5
T13/6/5/6
T13/6/5/7
16.800
T13/6/5/7IS
1 in 18.4
150
TYPE 4
A6.000
5.000
TYPE 2
A
TYPE 4
A6.000
TYPE 4
A6.000T
YPE 4
A6.000T
YPE 4
A6.000
TYPE 4
A6.000
TYPE 4
A6.000
TYPE 4
A6.0
00
TYPE 4
A6.000
IL26.4
10IN
TO
MH
100 B
R
1.600
TYPE 4A6.000
150 1 in 15
0
IL26.310 IL25.915
IL24.580
TP IL23.570
150 1 in 140.6
ECHIDNA G
ROVE
T13/15/2
52.4
80
T13/15
EP
23.000
T13/15/3
48.4
10
IL23.240
207
206
205
204
203
208
209
210 211 212
213
214
215
216217 218
201 200 199 198197
196
195
194193 192
RES
CONSTANT 1.00m OFFSETCURVED SEWER R=15
1.00m
CURVED SEWER R=
199.00m CONSTANT 1.0
0m OFFSET
FUTURE STAGE
IL23.430 IL23.265
IL23.265
IL23.235
IL23.015
IL24.4
00
IL24.430 IL24.430
IL22.985
IL19.070
IL18.810
IL17.545
IL17.615
CR B
AC
KFIL
L
R151.00
R501.0
0
TP Ch19.4
10
T13/6/8/1EP
T13/6/8/1
1 in 16
0.3
150
1 in 27.2
150
T13/6/5/3/2
1 in 15
015
0
T13/6/5/2
1 in 15
015
0
T13/6/5/3D
1 in 30.9
150
T13/6/5/4
1 in 19.5
150
T13/6/5/4IS
1 in 140.6150
1 in 150150 1 in
39150
T13/16
T13/14
150 1 in 39
T13/11
T13/9
NS 28.503
NS 26.737
NS 25.270NS 23.872
NS 23.997
NS 22.622
NS 27.142
NS 25.671NS 25.908
NS 28.686
NS 21.940
NS 24.293
NS 26.700
NS 24.775
NS 26.362
NS 24.587
NS 24.103
NS 21.547
NS 23.390
NS 21.512
NS 25.755
NS 23.300
NS 25.147
NS 22.540
NS 26.005
NS 24.524
NS 29.767
NS 28.160
NS 29.928
NS 28.504
NS 29.562
NS 27.748
NS 29.035
NS 27.218
NS 27.116
NS 21.371
NS 26.922
NS 23.986
NS 23.692 NS 21.286
NS 22.187
NS 29.942NS 29.853
NS 29.877
NS 25.059
NS 24.838
NS 23.047
NS 29.925
NS 25.857
NS 24.178
NS 25.939
NS 24.4
60
NS 26.614
NS 25.265
NS 27.175
NS 25.838
NS 27.655
NS 26.379
NS 23.245
NS 29.947
NS 26.356
NS 25.3
88
NS 24.699
NS 27.447
NS 26.1
02
NS 29.014
NS 29.732
NS 24.641
FS 26.4
48
FS 23.753
FS 24.676
FS 27.494
FS 25.845FS 25.908
FS 27.577
FS 27.276
FS 27.039
FS 24.712
FS 24.530
FS 26.055
FS 25.540
FS 26.567
FS 25.099
FS 27.352
FS 27.4
41
FS 27.221
FS 26.909
FS 27.364
FS 21.465
FS 27.067
FS 23.898
FS 29.740
FS 29.651
FS 24.987
FS 24.4
34
FS 24.504
FS 24.630
FS 24.957
FS 25.4
66
FS 25.987
FS 24.4
87
FS 29.745
FS 27.032
FS 25.70
0
FS 24.693
FS 27.050
FS 25.7
17
FS 28.188
FS 29.398
FS 24.656 1 in
21.8150
1 in 150150
Ex STAGE 6
Ex STAGE 5
2.25
m
2.25
m
2.25m
1.00m
1.00
m
1.00
m1.00
m
1.00m R199.00
3.00m D & S E
3.00m D &
S E
3.00m D & S E
IL20.840
TP IL19.450
IL20.530
IL20.560
IL20.810
IL19.10
0
IL22.705
IL23.555 IL23.180
IL25.885
B 4/10/10 PSNOTES ADDED & INVERT LEVELS AMENDED
T13/6/8/2D
150 1 in 27.2
IL23.825
TP IL23.910
IL24.18
0IL24.210
IL24.4
00
CONNECT TO Ex 150� BRANCHWATER CONTRACTOR TO
AUTHORISED WESTERNPORT
CONNECT TO ExT13/15EPWATER CONTRACTOR TO
AUTHORISED WESTERNPORT
TYPE 4A0.600
TYPE 4A5.000
5.000
TYPE 4
A
5.000
TYPE 4
A
5.000
TYPE 4
A
5.000
TYPE 4
A
5.000
TYPE 4
A
5.000
TYPE 4
A
5.000
TYPE 4
A
5.000
TYPE 4
A
FS 27.087NS 27.550
FS 27.070NS 27.070
TYPE 4A6.000
TYPE 4A2.500
TYPE 4A6.000
TYPE 4A6.000
NS 26.350
FS 24.432
NS 24.769
FS 25.645NS 25.759
FS26.706
NS 26.820
FS 27.780
NS 28.109
FS 28.618
NS 29.144
NS 29.219
FS 29.533
FS 29.581
NS 29.736NS 29.055
NS 29.144
NS 29.100
NS 28.700
THORNBILL LANE
202
421
T13/15/1D
IL23.850
T13/6/8/4
T13/6/8/4EP
59.230
39.140
33.730
53.020
28.070
Ex 150� SEWERTO CONNECT TO
CONTRACTOR WATER
WESTERNPORT AUTHORISED
Ex. 150
Ex. TYPE 2A0.600
CU
RV
ED SE
WER R=623.18
m
R623.18
TYPE 4A6.000
54.300
54.575
55.950
150 1 in 47.5
150 1 in 81.4
IL20.140
IL20.1701 in 120.1150
RL 27.795N 795.894E 783.520STAR PICKETTBM
RL 21.823N 895.858E 844.062STAR PICKETTBM
RL 25.796N 886.802E 607.945STAR PICKETTBM
TP Ch 20.270
As Shown
Revision App’dDateDetails
Phone (03) 5952 2393 Fax (03) 5952 3115
WESTERPORT REGION WATER AUTHORITY
WESTERNPORT WATERTrading name for:
Scale
Date
Checked
Designed
DrawnDRG. NO.
A12 Boys Home Road Newhaven 3925
S??
sheet of 4
P. SMITH
March 2008
C. KIRKCALDY
C 12/7/11 PSLOTS 204 AND 205 ROTATED
D PWLOT NUMBERS AMENDED 9/8/11
E CWWESTERNPORT WATER AMENDMENTS 13/9/11
C. WHITE
development & environment consultants
Beveridge Williams
ph : 03 9524 8888
1 Glenferrie Road
Malvern VIC 3144
www.beveridgewilliams.com.au
STAGE 7, COWESSEAGROVE ESTATE
R
