future stage 9 belmondgrande ironstone ......ironstone street bloodstone fluorite way street 8.6r...
TRANSCRIPT
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234 1200Ø 1350Ø
11350Ø900Ø900Ø
1350D
1350
D13
50D
1350
D
1350D
PSM
MORI
SON
ROA
D
2m D
E
MORI
SON
ROA
D
926
927
928
933
934
SWITCHSTREET
600 B
3
600 B
375
0 INV
ERT
CHAN
NEL
750 I
NVER
T CH
ANNE
L
600 B2
600 B2
300D
300D
375D
300D
225D
225D
225D
225D
375D
300D300
D
300D
300D
1001
1002
BASELINEWAY
300D
750 I
NVER
T CH
ANNE
L60
0 B3
750 I
NVER
T CH
ANNE
L60
0 B3
600 B2
600 B2
600 B
2
600 B
2
600 B2
600 B2
375D
375D
SM3
SM3
R8
R9
3939
39
3
9
3
9
3
9
4
0
4
0
40
40
4
0
4
1
4
1
41
4
1
4
1
4
2
42
42
TBM No. (BR12)- STAR PICKET RL 42.710 E 352145.832 N 5778391.734
TBM No. (BR6)- STAR PICKET RL 39.430 E 352348.841 N 5778384.117
TBM No. (BR4)- STAR PICKET RL 40.720 E 352100.863 N 5778198.413
TBM No. (BR1)- STAR PICKET RL 39.110 E 352327.279 N 5778165.642
1.30
2.20
1.001.80
1.20
MOONSTONECRESCENT
B2 B2
B2 B2 B2 B2
B2 B2
B2 B2
B2
B2
B2
B2
B2
B2
B2
B2
3.0m S,D&E
B2
B2
IRON
STON
E
PYRITE WAY
BLOO
DSTO
NE
WAY
22.0
10.3
4.2
19.0
13.3
22.0
10.5
10.5
12.5
12.5
22.0
10.5
22.0
10.5
19.0
4.210.2
13.2
14.0
28.0
28.0
12.5
32.0
12.5
32.0
12.5 14
.0
14.0
12.5
28.0
12.5
32.0
12.5
28.0
12.5
28.0
12.5
12.5
28.0
12.5
12.5
12.5
28.0
12.5
28.0
12.5
12.5
12.5
28.0
12.5
29.0
4.211.0
14.0
32.0
12.5
32.0
12.5
12.5
32.0
12.5
15.0
39.0
15.0
39.0
39.5
14.0
39.5
14.0
12.539
.5
12.515.0
39.7
15.0
39.7
32.0
11.74.2
29.0
14.7
12.5
12.5
32.0
12.5
32.0
12.5
12.3
4.3
9.0
10.5
28.0
10.5
10.6
28.0
10.5
10.5
28.0
10.5
28.0
12.0
9.0
4.2
25.0
33.0
33.0
11.4
33.4
11.4
33.3
11.3
11.3
11.3
11.333
.0
12.5
33.0
12.533
.5
12.5
33.4
12.0
4.219.0
14.8
22.0
12.5
12.5
22.0
12.5
12.5
12.5
22.0
12.5
22.0
11.3
14.3
19.0 4.2
10.510
.5
28.2
10.5
28.3
28.3
10.5
10.5
12.5
12.5
10.5
10.5
10.5
12.5
10.5
10.5
13.5
12.0
28.3
28.3
28.4
28.4
28.4
28.4
28.5
28.5
28.5
28.6
10.5
12.5
12.5
10.5
10.5
10.5
12.5
10.5
10.5
13.5
12.0
10.5
10.5
28.0
25.0
16
20
16
14.5
1616
16
3.0m
S. D
. E.
335
334
333
332
331
330
329
338
337
336
318 310
309
308
307
306
305
304
303
314
317 311
316315 313 312
349
355
350
351
352
353
354
343
342
348347
357 356
346
345
344
320321322
319
323
328
324325326327
339
340 341
Reserve No. 4
Reserve No. 1
Reserve No. 2
Reserve No. 3
297m²
299m²
356m²
298m²
298m²
298m²
354m²
354m²
310m²
297m²
297m²
275m²
275m²
275m²
322m²
419m²
412m²373m²
378m²380m²
376m²
333m²
294m²
294m²
294m²
294m²
400m²400m²466m²
595m²
494m² 553m²
585m²
400m² 400m² 443m²
350m²
350m²
350m²
350m²
350m²
350m²
350m²
392m²400m²
400m² 392m²
286m²231m²275m²231m²
288m²
299m²
381m² 336m²
343m²827m²
514m²42m²
14.0
12.5
28.6
FUTURE BALLARTO ROAD
(750
) INV
. CH.
(750)
INV.
CH.
MELB. WATER DRAINMELB. WATER DRAINMELB. WATER DRAIN
B2
B2
B2 B2
FUTURE STAGE 10DEVELOPMENT
(PAVILLION ESTATE)
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
EXISTINGSTAGE 2
FUTURESTAGE JOBNo. 105804
STRE
ET
MOON
STON
E
CRES
CENT
MOONSTONE CRESCENT
2.0m D. E.
2.0m
D. E
.
375Ø
375Ø
375Ø
300Ø
600Ø
600Ø
600Ø
600Ø
525Ø
525Ø
375Ø
375Ø
300Ø300Ø
225Ø
225Ø
300Ø
375Ø
375Ø
300Ø
300Ø 300Ø300Ø
225Ø
300Ø
300Ø300Ø
300Ø
8.0R
8.6R 8.6R
8.6R8.6R
8.6R
8.6R
8.6R
8.6R
8.0R
8.6R8.0R
13.2R
6.8R
EX40
.043
EX39
.132
EX39
.898
EX40
.159
EX40
.003
EX40
.256
EX40
.157
EX41
.207
EX41
.623
EX40
.799
EX40
.028
EX40.992EX41.711EX40.031EX40.426
EX39.738 EX39.653
EX39.533 EX39.486
EX39.468 EX39.346
EX39.376 EX39.186
EX41.630EX41.854
EX41.623EX41.790
EX41.608EX41.726
EX41.490EX41.663
EX41.251EX41.676
EX41.005EX41.639
EX40.772EX41.519
EX40.650EX41.397
EX40.487EX41.214
EX40.442EX41.066
EX40.381EX40.922
EX41
.122
EX40.540 EX40.496
EX40.365 EX40.298
EX40.154 EX40.038
EX40.203 EX40.085
EX40.270
EX40
.180
EX39.433EX39.770
EX39.742
EX39
.275
EX39
.239
EX39
.362
EX39
.451
EX39
.558
EX39
.570
EX39.442
EX39.447 EX39.328
EX39.622 EX39.443
EX39.689 EX39.626
EX39.760 EX39.568
EX39.801 EX39.501
EX39.754 EX39.379
EX39.745 EX39.271
EX39
.329
EX40
.854
EX39
.449
EX40
.616
EX39
.405
EX39.442
EX40
.422
EX40
.740
EX39
.460
EX39
.370
EX39.271
EX39.243
EX39
.586
EX39
.479
EX40
.993
EX40.614 EX40.479
EX38.782EX38.806 EX39.076
EX40.326
EX40.086 EX39.823
EX38
.748
EX39
.781
EX38
.949
EX39
.865
EX39.844EX4
1.263
EX41.675
EX41.148
EX39.665 EX39.254
EX39
.650
EX38.926
EX40.713
EX40
.694
EX39.184EX39.675
EX39.819
EX38.875
EX39
.179
EX40.530
EX39
.725
EX40.090
EX40
.151
EX39
.081
EX39
.643
EX38.889
EX41.917 EX41.636
EX41.651 EX41.187
EX41
.808
EX40.523 233
205209
230
REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &
AND ROAD CLOSED & HAZARD SIGN
REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN
REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &AND ROAD CLOSED & HAZARD SIGN
REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN
SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIEDINCLUDING AG DRAIN AND ROADCLOSED AND HAZARD SIGN
REMOVE EX. HEADWALL, CONSTRUCTNEW GSEP AND CONNECT EX. SW ANDMAKE GOOD TO COUNCIL STANDARDS
REMOVE EX. HEADWALL, CONSTRUCTNEW GSEP AND CONNECT EX. SW ANDMAKE GOOD TO COUNCIL STANDARDS
PROVIDE INDUSTRIAL HEAVYDUTY CROSS-OVER FOR LOTS312 & 313
PROVIDE INDUSTRIALHEAVY DUTY CROSS-OVERFOR RESERVE No. 1
CONTRACTOR TO CONNECT INTOEXISTING SW PIT AND MAKE GOOD
TO COUNCIL STANDARDS
CONTRACTOR TO CONNECT INTOEXISTING SW PIT AND MAKE GOOD
TO COUNCIL STANDARDS
PROVIDE STUB FORFUTURE CONNECTION
CONTRACTOR TOCONNECT SW PIPE TO
EXISTING SW PIPE END
200
FUTURE STAGE 10DEVELOPMENT
(PAVILLION ESTATE)
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
MELB. WATER DRAINMELB. WATER DRAINMELB. WATER DRAIN
DFP02
CFP02
AFP02 B
FP02
FFP02
EFP02
EXISTINGSTAGE 2
FUTURESTAGE JOBNo. 105804
CONSTRUCT TEMPORARY TURNAROUND200mm THICK CLASS 3 FCR 9.0m MINIMUM
INSTALL TEMPORARYHEADWALL AND SWALE DRAINSOUTH TO EXISTING DRAINAGE.
DALM
ATIA
N
STR
EET
DAM
2.0m
S.E
2.0m S.E
2.0m
S.E
2.0m
S.E
2.0m
S.E
224225226227228229230231
243
244
245
246 247 248
232
233
234
235
238 217
218
219
220
221
222
223
237 249 250
253
252
251236
B2 B2B2 B2
B2
B2
B2
B2
M2M2
BLOO
DSTO
NE
IRON
STON
E
STR
EET
FLUORITE
WAY
STREET8.6R
8.6R 8.6R
8.6R
REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &
AND ROAD CLOSED & HAZARD SIGN
REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN
REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &AND ROAD CLOSED & HAZARD SIGN
REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN
SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIEDINCLUDING AG DRAIN AND ROADCLOSED AND HAZARD SIGN
REMOVE EX. HEADWALL, CONSTRUCTNEW GSEP AND CONNECT EX. SW ANDMAKE GOOD TO COUNCIL STANDARDS
REMOVE EX. HEADWALL, CONSTRUCTNEW GSEP AND CONNECT EX. SW ANDMAKE GOOD TO COUNCIL STANDARDS
PROVIDE INDUSTRIAL HEAVYDUTY CROSS-OVER FOR LOTS312 & 313
PROVIDE INDUSTRIALHEAVY DUTY CROSS-OVERFOR RESERVE No. 1
CONTRACTOR TO CONNECT INTOEXISTING SW PIT AND MAKE GOOD
TO COUNCIL STANDARDS
CONTRACTOR TO CONNECT INTOEXISTING SW PIT AND MAKE GOOD
TO COUNCIL STANDARDS
PROVIDE STUB FORFUTURE CONNECTION
CONTRACTOR TOCONNECT SW PIPE TO
EXISTING SW PIPE END
1200
D90
0D
1050D
906
907
909
908
924
926
925
GRANDE BELMONDAVENUE600 INVERT CHANNEL
600 INVERT CHANNEL600 B3
600 B3375D
375D
375D
300D
300D
300D
B39.7
7
M3
SM1
SM1
3
9
4
0
14.17.5
28.0
17.5
18.0
12.5
12.5
18.0
14.1
10.5
20.5
301
303
302
523m²
350m²
440m²
GRANDEBELMONDAVENUE
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
38.9R
EX39
.699
EX39.683 EX39.192
EX39.561
EX39.
434
EX39
.436
EX39.336
EX39
.561
EX39.232
1050Ø 1050Ø 1050Ø
1413
12
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
MELB. WATER DRAIN
2.0m D.E14
14 16 14
212 213 214
215
216
B2
B2
Vertical
HorizontalScale
0
01:500,A1
5 10 15 20 25
5 10 15 20 25
THE LOCATION OF SERVICES ARE APPROXIMATE ONLYAND THEIR EXACT POSITION SHOULD BE PROVEN ONSITE. NO GUARANTEE IS GIVEN THAT ALL EXISTINGSERVICES ARE SHOWN.SPECIAL CONSIDERATION
SHOULD BE GIVEN TO CONSTRUCTION PROCEDURESUNDER OVERHEAD ELECTRICITY TRANSMISSION LINES.
BEWARE OF UNDERGROUND/OVERHEAD SERVICESWARNING
SHEET INDEXSHEET NO. REVISION DESCRIPTION
1 B FUNCTIONAL LAYOUT PLAN
2 B TYPICAL SECTIONSAND SERVICE OFFSETTABLE3 B TURNING MOVEMENTS4 B LINEMARKING AND PARKING PLAN5 B DEMOLITION AND TREE REMOVAL PLAN
1.8_TEXT2.5_TEXT3.5_TEXT5.0_TEXT7.0_TEXT2.5_TEXT3.5_TEXT5.0_TEXT1.8_TEXT7.0_TEXT2.5_TEXT3.5_TEXT5.0_TEXT1.8_TEXT7.0_TEXTSERVICES TELSTRASERVICES OPTIC FIBRESERVICES GASSERVICES ELECTRICITYSERVICES ELEC LVSERVICES ELEC HVSERVICES CONDUITRW TOPRW TOERW ROCK TOPROADCLQ TOPSOILQ DRIVEWAY INDQ DRIVEWAYPOS SURROUNDPOS STAGE BDYPOS ROADPOS LOTPL LOTSPAV TURNAROUNDPAV SAWCUTMWC PIT NOMWC PITMWC PIPE TXTMWC PIPEMVIEWLIMIT OF WORKSK SM3K SM2K M2K BOKK B3K B2K B1HATCH UPPER PAVEMENTHATCH TURN AROUND AREAHATCH PARKINGHATCH LOWER PAVEMENTHATCH FOOTPATHHATCH EARTHHATCH DRIVEWAY INDHATCH DRIVEWAYHATCH CRBHATCH CONCRETEHATCH CLASS 2 FINE CRUSHED ROCKHATCH BEACHINGHATCH 200 FILLHATCH 200 CUTFS CONT MINFS CONT MAJF ST SIGNF SIGNF LINEMARKINGF LIGHTINGF ESTATE FENCEF BOLLARDSEX WATER NDWEX WATER DWEX TELSTRAEX SW PIPE INTERNALEX SW PIPEEX SIGNEX SEWER RSMEX SEWEREX ROADEX PSMEX OPTIC FIBREEX IRRIGATIONEX GASEX FOOTPATHEX FENCEEX ELECTRICITY OHEX ELECTRICITYEX CONT MINEX CONT MAJEX BUILDINGEX BATTER TOPEX BATTER TOEEW ROCKSEW RIDGEEW BATTER TOPEW BATTER TOEPOS EASEMENTDIM 70DIM 50DIM 35DIM 25DIM 18DefpointsC LANDSCAPE PATHC FOOTPATHK ESC DRIVEWAY INDC DRIVEWAYAG FLUSHERAG DRAIN0ATR01TREE REMOVETREE FENCINGTREETBLK SCALEBARTBLK LDENG LOGO GREENTBLK LDENG LOGO DARK BLUETBLK LDENG LOGO BLUETBLK LDEN LOGO DARK GREENT ROAD NAMET RADIUST BATTER TOPT LOT NOT LOT AREAT FS LEVELST FS CONTT FALLT EX LEVELST EX FILL LEVELT COORDT CHAINAGE TPT CHAINAGE PITT CHAINAGET BUBBLEST BATTER TOPT 70T 50T 35T 25T 18SW SWALE DRAIN LSW SEPSW PIT NOSW PIPE TXTSW PIPE INTERNALSW PIPESW PISW JPSW HDRAINSW CATCH DRAIN LSWSURV TBMSURV PSMSEWER RSMSEWER MHSEWER EXMHSEWER DIASEWER BRSEWERATR02ATR03ATR04ATR05ATR06ATR07ATR08PARKINGC TACT PAVERSC BIKE PATHC SHARED PATHROADCL-1MWC PIPE INTERNALEXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUNDELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAINEXISTING STORMWATER DRAIN & PITEXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING KERBEXISTING FOOTPATHEXISTING FILL LEVELEXISTING SURFACE LEVELEXISTING BUILDINGEXISTING SIGN AND POSTEXISTING PERMANENT SURVEY MARKROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPESAWCUT PAVEMENTCONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGEROAD CHAINAGESET-OUT POINTFINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORFINISHED SURFACE LEVELTOP/TOE OF BATTER LEVELPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAINPROPOSED STORMWATER DRAIN &PITPROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PITPIT NUMBERPROPOSED FOOTPATHPROPOSED DRIVEWAYPROPOSED INDUSTRIAL DRIVEWAYGAS & WATER CONDUITIRRIGATION CONDUITAG DRAIN CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)PROPOSED PERMANENT SURVEYMARKPROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAININGWALLPROPOSED ROCK RETAINING WALLEXISTING TREE TO BE RETAINED(SURVEYED CANOPY)EXISTING TREE TO BE REMOVEDPARKING BAY/PAVED AREAEXCAVATION GREATER THAN 200mmFILLING GREATER THAN 200mmCONCRETE PAVEMENTROCK BEACHINGCRUSHED ROCK TURNAROUNDEx 450Ø168.90169.00EX158.664SM252CH20.06TPCh116.57R2168.90169.00FS158.385T167.15450ØEX AG DRAINSERVICES IRRIGATIONEX HDRAINHATCH FOOTPATHHATCH LOWER PAVEMENTHATCH UPPER PAVEMENTHATCH PARKINGHATCH TURN AROUND AREAHATCH 200 FILLHATCH SHARED PATHHATCH BEACHINGHATCH CONCRETEHATCH CRBHATCH DRIVEWAYHATCH 200 CUTHATCH BIKEPATHHATCH EARTHHATCH DRIVEWAY INDHATCH 200 CUTHATCH 200 FILLSERVICES CONDUIT PIPEHATCH SAWCUTDIM W1.25SERVICES DWSERVICES DW 200SERVICES DW 1000SERVICES NDWSERVICES NDW 200SERVICES NDW 1000K SM1SW FLOWSW GSEPSW HAUNCHT EASEMENTT KERB TYPET LOT DIMz_CONSTRUCTION_LINE_INz_CONSTRUCTION_LINE_OUTF LINEMARK RRPMF LINEMARK HOLDING LINEF LINEMARK GIVEWAY LINESW CATCH DRAIN RSW SWALE DRAIN R
DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116503_420\PM02 DESIGN\G01 DESIGN\ACAD\116503FP00.dwg LAYOUT: FP1-01 PLOTTED BY: Ben Saunders PLOT DATE: 31/1/2020 5:22 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116503FP01 B
BALLARTO RD(1405), CRANBOURNE EASTSTAGE 3
CITY OF CASEYFUNCTIONAL LAYOUT PLAN
B. SAUNDERS21.11.2019
K. ROGERS25.11.2019
PS837140RA ISSUED TO COUNCIL 25.11.2019K. ROGERSB COUNCIL AMENDMENTS 03.02.2020K. ROGERS
1 5PRELIMINARY
134 F10
B. HEYME
25.11.2019N. MIRATANA
FOR CONTINUATION REFER TO TOP LEFT
FOR CONTINUATION REFER TO TOP RIGHT
NOTE: WATER SERVICE CONDUITS STORMWATERHOUSE DRAIN CONNECTIONS, TELSTRA ANDELECTRICAL CONDUITS TO BE PROVIDED FOR LOTS302-311 AS PART OF PAVILLION ESTATE FUTUREWORKS.
LEGEND:EXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUND ELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAIN
EXISTING STORMWATER DRAIN & PIT
EXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING SWALE DRAINEXISTING KERBEXISTING FOOTPATHEXISTING SURFACE LEVELROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPECONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGE
ROAD TP CHAINAGE
FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAIN
PROPOSED STORMWATER DRAIN & PIT
PROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PIT
PIT NUMBER
PROPOSED FOOTPATH
PROPOSED DRIVEWAY
PROPOSED INDUSTRIAL DRIVEWAY
GAS & WATER CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)
PROPOSED PERMANENT SURVEY MARK
PROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL
CRUSHED ROCK TURNAROUND
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
Ex 450Ø
168.90169.00
EX158.664
SM2
52CH20.06
TPCh116.57168.90169.00
O O O
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omplete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdf
-
16.00m ROAD RESERVE7.30m CARRIAGEWAYBLOODSTONE WAY
16.00m ROAD RESERVE7.30m CARRIAGEWAY
DFP01
SECTIONSCALE 1 : 100
EFP01
SECTIONSCALE 1 : 100
16.00
4.20
2.65VERGE
1.50PATH
4.50
1.502.95VERGE
PATH
0.60B2
0.60B2
7.30
3.65 3.65CARRIAGEWAY
DRAI
NAGE
DRAI
NAGE 16.00m ROAD RESERVE
7.30m CARRIAGEWAYPYRITE WAY
0.050.05
1.85
2.50TELCO
ELECTRICITY
1.80
2.30
2.80
GAS
NON DRINKING WATER
WATER
0.80 EX. SEWER
SOUT
H BU
ILDIN
GLIN
E
NORT
H BU
ILDIN
GLIN
E
1.00SEWER
AFP01
SECTIONSCALE 1 : 100
14.50m ROAD RESERVE7.30m CARRIAGEWAY
MOONSTONE CRESCENT
FFP01
SECTIONSCALE 1 : 100
16.00
4.20
2.65VERGE
1.50PATH
4.50
1.50 2.95VERGE
PATH
0.60B2
0.60B2
7.30
3.653.65CARRIAGEWAY
DRAI
NAGE
DRAI
NAGE16.00m ROAD RESERVE
7.30m CARRIAGEWAYIRONSTONE STREET
0.05 0.05
1.852.50
TELCOELECTRICITY
1.80
2.30
2.80
GAS
NON DRINKING WATER
WATER
1.00EX. SEWER
EAST
BUI
LDIN
GLIN
E
WES
T BU
ILDIN
GLIN
E
CFP01
SECTIONSCALE 1 : 100
MOONSTONE CRESCENT
16.00
4.20
2.65VERGE
1.50PATH
4.50
1.502.95VERGE
PATH
0.60B2
0.60B2
7.30
3.65 3.65CARRIAGEWAY
DRAI
NAGE
DRAI
NAGE
0.050.05
1.852.50
TELCOELECTRICITY
1.80
2.30
2.80
GAS
NON DRINKING WATER
1.00 SEWER
EAST
BUI
LDIN
GLIN
E
WES
T BU
ILDIN
GLIN
E
16.00
4.20
2.65VERGE
1.50PATH
4.50
1.502.95VERGE
PATH
0.60B2
0.60B2
7.30
3.65 3.65CARRIAGEWAY
DRAI
NAGE
DRAI
NAGE
0.050.05
1.852.50
TELCOELECTRICITY
1.80
2.30
2.80
GAS
NON DRINKING WATER
WES
T BU
ILDIN
GLIN
E
EAST
BUI
LDIN
GLIN
E
0.80EX. SEWER
14.50
2.70VERGE
4.50
1.502.95VERGE
PATH
0.60B2
0.60B2
7.30
3.65 3.65CARRIAGEWAY
DRAI
NAGE
DRAI
NAGE
0.05
1.80
2.30
2.80
GAS
NON DRINKING WATER
0.80 EX. SEWER
SOUT
H BU
ILDIN
GLIN
E
NORT
H BU
ILDIN
GLIN
E
20m ROAD RESERVE10.6m CARRIAGEWAY (WITH PARKING BAYS)
MOONSTONE CRESCENT DRAI
NAGE
20.00
1.80
2.30
2.80
GAS
NON DRINKING WATER
WATER
1.85
2.50TELCO
ELECTRICITY
3.003.00
10.60
1.50PATH
0.05
4.70VERGE
0.60B2
0.60B2
2.302.30
CARRIAGEWAY
PARKING BAYPARKING BAY NOR
TH B
UILD
ING
LINE
1.50PATH
0.05
4.70SO
UTH
BUILD
ING
LINE
BFP01
SECTIONSCALE 1 : 100
3.15 3.15
DRAI
NAGE
WATER
WATER
WATER
TELSTRA
VERGE
0.80EX. SEWER
ELECTRICITY
1.45
0.90
DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116503_420\PM02 DESIGN\G01 DESIGN\ACAD\116503FP00.dwg LAYOUT: FP2-01 PLOTTED BY: Ben Saunders PLOT DATE: 31/1/2020 5:22 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116503FP02 B
BALLARTO RD(1405), CRANBOURNE EASTSTAGE 3
CITY OF CASEYTYPICAL SECTIONS
AND SERVICE OFFSET TABLE
B. SAUNDERS21.11.2019
K. ROGERS25.11.2019
PS837140RA ISSUED TO COUNCIL 25.11.2019K. ROGERSB COUNCIL AMENDMENTS 03.02.2020K. ROGERS
2 5PRELIMINARY
134 F10
B. HEYME
25.11.2019N. MIRATANA
Vertical
HorizontalScale
1 2 3 4 50
01:100,A1
1 2 3 4 5
BLOODSTONE WAY 16.0 1.0* E 1.8 E 2.3 E 2.8 W 2.5 E 1.0* W 1.85 E 1.85 E4.35/W4.05 G,NDW,W, & E,TIRONSTONE STREET 16.0 1.0* W 1.8 W 2.3 W 2.8 E 2.5 W 1.0* E 1.85 W 1.85 E4.05/W4.35 G,NDW,W, & E,TMOONSTONE CRESCENT (LOTS312-316) 20.0 1.0* N 1.8 N 2.3 N 2.8 S 2.5 N 1.0* S 1.85 N 1.85 N4.55/S4.55 G,NDW,W, & E,T
PYRITE WAY 16.0 1.0* N 1.8 N 2.3 N 2.8 S 2.5 N 1.0* S 1.85 N 1.85 N4.35/S4.05 G,NDW,W, & E,TMOONSTONE CRESCENT 14.5 1.0* N 1.8 N 2.3 N 2.8 S 0.9 N 1.0* S 1.45 N 1.85 N5.40/S1.50 G,NDW,W, & E,TMOONSTONE CRESCENT 16.0 1.0* W 1.8 W 2.3 W 2.8 E 2.5 W 1.0* E 1.85 W 1.85 W4.35/E4.05 G,NDW,W, & E,TGRANDE BELMOND AVENUE 20.0 1.0* N 1.8 N 2.3 N 2.8 S 2.5 N 1.0* S 1.85 N 1.85 VARIES/VARIES G,NDW,W, & E,T
SERVICE OFFSET TABLE
ROAD NAMEROAD
RESERVEWIDTH
TREEGAS
WATER ELECTRICITY COMMUNICATIONS/ NBN
BACK OF KERB SHAREDTRENCHINGNDW DW CABLES POLES CABLES PITS
SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET
1. TELSTRA AND ELECTRICITY CABLES TO BE CONSTRUCTED IN A COMMON TRENCH IN ACCORDANCE WITH ELECTRICITY AUTHORITY STANDARD DRG's.2. GAS AND WATER MAINS TO BE CONSTRUCTED IN A COMMON TRENCH.3. * = OFFSET FROM BACK OF KERB
-
B2 B2
B2
B2
338 343
342339
340341
Reserve No. 4
2.0m
D. E
.
8.6R
8.0R
B2 B2
355
352
353
354
B2
B2
8.0R
8.6R
B2 B2
B2
B2
335
334
333
332
336
346
345
326327
(750
) INV
. CH.
B2 B2
8.6R
8.6R
600 B2
600 B2
B2 B2
B2 B2
B2
B2
B2
B2
B2
B2
314
316
315 313 312
350
351
320321322
Reserve No. 1
Reserve No. 2
(750)
INV.
CH.
8.6R8.6R
8.6R
8.6R
8.6R8.0R
13.2R
6.8R
Vertical
HorizontalScale
0
01:250,A1
2.5 5 7.5 10 12.5
2.5 5 7.5 10 12.50DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116503_420\PM02 DESIGN\G01 DESIGN\ACAD\116503FP00.dwg LAYOUT: FP3-01 PLOTTED BY: Ben Saunders PLOT DATE: 31/1/2020 5:22 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116503FP03 B
BALLARTO RD(1405), CRANBOURNE EASTSTAGE 3
CITY OF CASEYTURNING MOVEMENTS
B. SAUNDERS21.11.2019
K. ROGERS25.11.2019
PS837140RA ISSUED TO COUNCIL 25.11.2019K. ROGERSB COUNCIL AMENDMENTS 03.02.2020K. ROGERS
3 5PRELIMINARY
134 F10
B. HEYME
25.11.2019N. MIRATANA
DESIGN VEHICLE - 8.80mSERVICE VEHICLE
DESIGN VEHICLE - 5.20mPASSENGER VEHICLES
8.8
1.5 5
Service Vehicle (8.8 m)Overall Length 8.800mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.427mTrack Width 2.500mLock-to-lock time 4.00sCurb to Curb Turning Radius 12.500m
0.95 3.05
Passenger vehicle (5.2 m)Overall Length 5.200mOverall Width 1.940mOverall Body Height 1.804mMin Body Ground Clearance 0.295mTrack Width 1.840mLock-to-lock time 4.00sCurb to Curb Turning Radius 6.300m
MOONSTONE CRESCENT
MOON
STON
E CR
ESCE
NT
PYRITE WAY
BLOO
DSTO
NE W
AY
ROAD
K
ROAD JMOONSTONE CRESCENT
IRON
STON
E ST
REET
ROAD
H
ROAD I
INTERSECTION DETAILROAD F, I AND K(SCALE 1 : 250)
INTERSECTION DETAILROAD H & I
(SCALE 1 : 250)
INTERSECTION DETAILROAD K & J
(SCALE 1 : 250)
INTERSECTION DETAILROAD H & J
(SCALE 1 : 250)
-
MORI
SON
ROA
D
MORI
SON
ROA
D
926
927
928
933
934
SWITCHSTREET
1001
1002
BASELINEWAY
TBM No. (BR12)- STAR PICKET RL 42.710 E 352145.832 N 5778391.734
TBM No. (BR6)- STAR PICKET RL 39.430 E 352348.841 N 5778384.117
TBM No. (BR4)- STAR PICKET RL 40.720 E 352100.863 N 5778198.413
TBM No. (BR1)- STAR PICKET RL 39.110 E 352327.279 N 5778165.642
MOONSTONECRESCENT
B2 B2
B2 B2 B2 B2
B2 B2
B2 B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
IRON
STON
E
PYRITE WAY
BLOO
DSTO
NE
WAY
335
334
333
332
331
330
329
338
337
336
318 310
309
308
307
306
305
304
303
314
317 311
316315 313 312
349
355
350
351
352
353
354
343
342
348347
357 356
346
345
344
320321322
319
323
328
324325326327
339
340 341
Reserve No. 4
Reserve No. 1
Reserve No. 2
Reserve No. 3
FUTURE BALLARTO ROAD
(750
) INV
. CH.
(750)
INV.
CH.
B2
B2
B2 B2
FUTURE STAGE 10DEVELOPMENT
(PAVILLION ESTATE)
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
EXISTINGSTAGE 2
FUTURESTAGE JOBNo. 105804
STRE
ET
MOON
STON
E
CRES
CENT
MOONSTONE CRESCENT 8.0R
8.6R 8.6R
8.6R8.6R
8.6R
8.6R
8.6R
8.6R
8.0R
8.6R8.0R
13.2R
6.8R
FUTURE STAGE 10DEVELOPMENT
(PAVILLION ESTATE)
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
EXISTINGSTAGE 2
FUTURESTAGE JOBNo. 105804
CONSTRUCT TEMPORARY TURNAROUND200mm THICK CLASS 3 FCR 9.0m MINIMUM
INSTALL TEMPORARYHEADWALL AND SWALE DRAINSOUTH TO EXISTING DRAINAGE.
DALM
ATIA
N
STR
EET
DAM
ROAD
H
224225226227228229230231
243
244
245
246 247 248
232
233
234
235
238 217
218
219
220
221
222
223
237 249 250
253
252
251236
B2 B2B2 B2
B2
B2
B2
B2
M2M2
BLOO
DSTO
NE
IRON
STON
E
STR
EET
FLUORITE
WAY
STREET8.6R
8.6R 8.6R
8.6R
906
907
909
908
924
926
925
GRANDE BELMONDAVENUE
301
303
302
GRANDEBELMONDAVENUE
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
38.9R
SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIEDINCLUDING AG DRAIN AND ROADCLOSED AND HAZARD SIGN
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)213 214
215
216
B2
B2
Vertical
HorizontalScale
0
01:500,A1
5 10 15 20 25
5 10 15 20 25DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116503_420\PM02 DESIGN\G01 DESIGN\ACAD\116503FP00.dwg LAYOUT: FP4-01 PLOTTED BY: Ben Saunders PLOT DATE: 31/1/2020 5:23 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116503FP04 B
BALLARTO RD(1405), CRANBOURNE EASTSTAGE 3
CITY OF CASEYLINEMARKING AND PARKING PLAN
B. SAUNDERS21.11.2019
K. ROGERS25.11.2019
PS837140RA ISSUED TO COUNCIL 25.11.2019K. ROGERSB COUNCIL AMENDMENTS 03.02.2020K. ROGERS
4 5PRELIMINARY
134 F10
B. HEYME
25.11.2019N. MIRATANA
GIVE
WAY
R1-2A
R1-2A
FOR CONTINUATION REFER TO TOP LEFT
FOR CONTINUATION REFER TO TOP RIGHT
RELOCATE OR REMOVE EX. T2-4 & D4-5 REMOVE OR RELOCATE Ex.T2-4 & D4-5
ROAD CLOSED
T2-4 ROAD CLOSED &
D4-5 OBSTRUCTION MARKER
D4-1-2RTGSI's
D4-1-2R
R1-2A
REMOVE OR RELOCATEEx.T2-4 & D4-5
T2-4 & D4-5
LEGEND:EXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUND ELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAIN
EXISTING STORMWATER DRAIN & PIT
EXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING SWALE DRAINEXISTING KERBEXISTING FOOTPATHEXISTING SURFACE LEVELROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPECONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGE
ROAD TP CHAINAGE
FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAIN
PROPOSED STORMWATER DRAIN & PIT
PROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PIT
PIT NUMBER
PROPOSED FOOTPATH
PROPOSED DRIVEWAY
PROPOSED INDUSTRIAL DRIVEWAY
GAS & WATER CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)
PROPOSED PERMANENT SURVEY MARK
PROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL
CRUSHED ROCK TURNAROUND
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAIN
Ex 450Ø
168.90169.00
EX158.664
SM2
52CH20.06
TPCh116.57168.90169.00
O O O
https://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdf
-
MORI
SON
ROA
D
MORI
SON
ROA
D
926
927
928
933
934
SWITCHSTREET
1001
1002
BASELINEWAY
3939
39
3
9
3
9
3
9
4
0
4
0
40
40
4
0
4
1
4
1
41
4
1
4
1
42
42
42
TBM No. (BR12)- STAR PICKET RL 42.710 E 352145.832 N 5778391.734
TBM No. (BR6)- STAR PICKET RL 39.430 E 352348.841 N 5778384.117
TBM No. (BR4)- STAR PICKET RL 40.720 E 352100.863 N 5778198.413
TBM No. (BR1)- STAR PICKET RL 39.110 E 352327.279 N 5778165.642
MOONSTONECRESCENT
IRON
STON
E
PYRITE WAY
BLOO
DSTO
NE
WAY
335
334
333
332
331
330
329
338
337
336
318 310
309
308
307
306
305
304
303
314
317 311
316315 313 312
349
355
350
351
352
353
354
343
342
348347
357 356
346
345
344
320321322
319
323
328
324325326327
339
340 341
Reserve No. 4
Reserve No. 1
Reserve No. 2
Reserve No. 3
FUTURE BALLARTO ROAD
FUTURE STAGE 10DEVELOPMENT
(PAVILLION ESTATE)
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
EXISTINGSTAGE 2
FUTURESTAGE JOBNo. 105804
STRE
ET
MOON
STON
E
CRES
CENT
MOONSTONE CRESCENT
233
205209
230200
FUTURE STAGE 10DEVELOPMENT
(PAVILLION ESTATE)
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
EXISTINGSTAGE 2
FUTURESTAGE JOBNo. 105804
VERANDAH
CARPORT
SHEDS
SHED
HOUSE
SHED
SHED
OP
EN
D
RA
IN
S
SHED
HO
T H
OU
SE
SHED
SHED
SHED
SHED
SHED
CONCRETE SLABTO BE REMOVED
G
R
A
V
E
L
T
R
A
C
K
GR
AV
EL T
RA
CK
EP
CONSTRUCT TEMPORARY TURNAROUND200mm THICK CLASS 3 FCR 9.0m MINIMUM
HEADWALL AND SWALE DRAINSOUTH TO EXISTING DRAINAGE.
EXISTING SEPTIC TANK TO BE REMOVED AND BACKFILLED
DAM
MORI
SON
ROA
D
ROAD
H
224225226227228229230231
243
244
245
246 247 248
232
233
234
235
238 217
218
219
220
221
222
223
237 249 250
253
252
251236
BLOO
DSTO
NE
IRON
STON
E
STR
EET
FLUORITE
WAY
STREET
906
907
909
908
924
926
925
GRANDE BELMONDAVENUE
3
9
301
303
302
GRANDEBELMONDAVENUE
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)
SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIEDINCLUDING AG DRAIN AND ROADCLOSED AND HAZARD SIGN
FUTURE STAGE 9DEVELOPMENT
(PAVILLION ESTATE)213 214
215
216
1.4 1.4 1.4
Vertical
HorizontalScale
0
01:500,A1
5 10 15 20 25
5 10 15 20 25DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116503_420\PM02 DESIGN\G01 DESIGN\ACAD\116503FP00.dwg LAYOUT: FP5-01 PLOTTED BY: Ben Saunders PLOT DATE: 31/1/2020 5:23 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116503FP05 B
BALLARTO RD(1405), CRANBOURNE EASTSTAGE 3
CITY OF CASEYDEMOLITION AND TREE REMOVAL PLAN
B. SAUNDERS21.11.2019
K. ROGERS25.11.2019
PS837140RA ISSUED TO COUNCIL 25.11.2019K. ROGERSB COUNCIL AMENDMENTS 03.02.2020K. ROGERS
5 5PRELIMINARY
134 F10
B. HEYME
25.11.2019N. MIRATANA
FOR CONTINUATION REFER TO TOP LEFT
FOR CONTINUATION REFER TO TOP RIGHT
NOTE: ALL EXISTING BUILDINGS, CONCRETE SLABS,FENCE LINES & STRUCTURES WITHIN STAGE 3 SHALL BEDEMOLISHED AND DISPOSED OF OFFSITE TO THESATISFACTION OF THE SUPERINTENDENT.
EXISTING WATER MAINEXISTING RECYCLED WATER MAIN
EXISTING UNDERGROUND ELECTRICITY
EXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING KERBEXISTING FOOTPATHEXISTING BUILDINGROAD RESERVELOT BOUNDARY
EXISTING TREE TO BE RETAINED(SURVEYED CANOPY)
EXISTING TREE TO BE REMOVED
EXISTING BUILDING TO BE DEMOLISHED
EXISTING DENSE VEGETATIOIN
EXISTING CONCRETE SLAB / PAD
EXISTING GRAVEL TRACK
168.90169.00
LEGEND:
ALL EXISTING BUILDINGS,CONCRETE SLAB & STRUCTURESSHALL BE DEMOLISHED ANDDISPOSED OF OFFSITE.
EXISTINGCONCRETE PADSTO BE REMOVED
EXISTING SHEDTO BE REMOVED
EXISTING SHEDSTO BE REMOVED
EXISTING SHEDTO BE REMOVED
ELECTRICAL POLE ANDOVERHEAD LINETO BE REMOVED
ELECTRICAL TELSTRALINES TO BE REMOVED
WITHIN STAGE BOUNDARY
EXISTING OPEN DRAINS TO BE BREACHED,DRAINED, DE-SLUDGED AND SHALL BE
EXCAVATED TO A CLEAN FIRM BASE ANDFILLED TO LEVEL 1 SUPERVISION AS PART
OF STAGE 3 WORKS
ALL EXISTING FENCELINES AND GATESWITHIN STAGE 3 BOUNDARY SHALL BEREMOVED AND DISPOSED OF OFF SITE.
EXISTING TREE TO BEREMOVED (TYP.)
EXISTING GRAVEL TRACK TOBE REMOVED AND BACKFILLEDWITH CLEAN TOPSOIL
EXISTING DENSEVEGETATION TO
BE REMOVED
EXISTING DENSEVEGETATION ALONGBOUNDARY TO BE REMOVED
EXISTING DENSEVEGETATION ALONGBOUNDARY TO BE REMOVED
https://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdfhttps://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdf
Sheets and Views116503FP00-FP1-01116503FP00-FP2-01116503FP00-FP3-01116503FP00-FP4-01116503FP00-FP5-01