213 garfield road east - rosebank cottage · 2019-10-08 · 901 retaining wall plan & typical...
TRANSCRIPT
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 00
0.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
COVER SHEET
000NORTH
213 GARFIELD ROAD EAST -ROSEBANK COTTAGEROAD AND DRAINAGE DESIGNDEVELOPMENT APPLICATION
DA: 16-03142
LOT 5, D.P. 788571
CIVIL DRAWING LISTSHEET NUMBER SHEET TITLE REVGENERAL
000 COVER SHEET C
001 GENERAL LAYOUT PLAN C
002 DEMOLITION PLAN & TREE REMOVAL PLAN C
ROADWORKS
101 ENGINEERING PLAN C
201 ROAD LONG SECTIONS C
202 TYPICAL ROAD CROSS SECTIONS C
DRAINAGE
501 CATCHMENT PLAN C
551 BASIN 01 LAYOUT PLAN & SECTION C
552 BASIN 02 LAYOUT PLAN & SECTION C
SITE REGRADING
601 SITE REGRADING PLAN & TREE REMOVAL PLAN C
602 SITE REGRADING SECTIONS C
SEDIMENT & EROSION CONTROL
701 SEDIMENT & EROSION CONTROL PLAN C
702 SEDIMENT & EROSION CONTROL DETAILS C
STRUCTURAL
901 RETAINING WALL PLAN & TYPICAL DETAIL C
902 RETAINING WALL RW1, RW2, RW3 & RW4 LONG SECTION C
903 RETAINING WALL RW5, RW6 & RW8 LONG SECTION C
904 RETAINING WALL RW7 LONG SECTION C
SITE
44.5
44.0
43.543.0
42.5
42.5
42.0
42.0
42.0
42.0
42.0
41.5
41.5
41.5
41.5
41.0
41.0
41.0
40.5
40.5
40.5
40.0
40.0
40.0
40.0
39.5
39.5
39.0
39.0
38.538.0
37.5
45.0
44.5
44.0
43.5
43.0
46.5
46.0
45.5
ROAD 6
ROAD 7
ROAD
8
0.00
DEVELOPMENTBY OTHERS
0.00
KTP 11.01KTP 12.99
326°
34'19
"
R12.00
236°36'12"
56°36'12"
56°24'17"
CREST 154.88
CH 210.0
CH 195.0
CH 180.0
CH 165.0
CH 150.0
CH 135.0
CH 120.0
CH 105.0
CH 90.0
CH 75.0
CH 60.0
CH 45
.0
CH 30
.0
CH 15
.0
235.65
TP 63.83
TP 44
.98
0.00
CH 75.0CH 45.0
CH 30.0
CH 15.0
88.98
CH 105.0
IP 90.0
CH 75.0
CH 60.0
CH 45.0
CH 30.0
CH 15.0
107.37
KTP 14.44KTP 13.05
DISH 84.484
1019ROSEBANKCOTTAGE
1012
1011
1001 1007
1009
1008
1010
1013
1002 1003 1004 1005 1006
1014 1015 1016 1017
351m²382m²
325m²
372m²
325m²
372m²
362m²
391m²
364m²
5753m²
270m² 300m² 271m² 300m² 270m²
376m² 364m²
RK
RK
RK
DC
DC
RK
RW1
RW3
RW4
RW8
RW7
EXISTING HALF ROAD
FUTURE ROAD
RW2
CH 60.0
IP 80.335
IP 8.002
CH 225.0
DISH 231.15
RESIDUE LOT 1020760m²
ROAD
1
ROAD 1
ROAD 2
ROAD 3
1018364m² 364m²
RW7
RW6
STAGE 1 DEVELOPMENT - REFERORION CONSULTING ENGINEERSCIVIL D.A. DRAWINGS FOR DETAILS
LO
T 1
DP
839188
LO
T 2
DP
839188
LO
T 5
DP
788571
LO
T 8
DP
788571
LO
T 10
DP
788571
LO
T 9
DP
788571
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 00
1.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
GENERAL LAYOUT PLAN
001
DEVELOPMENT APPLICATION
NORTH
GENERAL NOTES1 ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE BLACKTOWN CITY COUNCIL'S WORKS SPECIFICATION CIVIL (CURRENT EDITION) AND/OR AS DIRECTED BY THEIR REPRESENTATIVE2 THE CONTRACTOR IS TO IDENTIFY, LOCATE AND LEVEL ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF
CONSTRUCTION WORKS AND WHERE NECESSARY MAKE ARRANGEMENTS WITH THE RELEVANT AUTHORITY TORELOCATE OR ADJUST WHERE NECESSARY.
3 COUNCIL'S TREE PRESERVATION ORDER MUST BE OBSERVED AND NO TREE SHALL BE FELLED, LOPPED OR REMOVEDWITHOUT THE PRIOR APPROVAL OF COUNCIL.
4 DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS. CLARIFICATION OF DIMENSIONS SHALL BE SOUGHT FROMTHE SUPERINTENDENT OR REFERRED TO THE DESIGNER.
5 ALL NEW WORK IS TO MAKE A SMOOTH JUNCTION WITH THE EXISTING CONDITIONS.
LEGENDPROPOSEDDESCRIPTION EXISTING FUTURE
STORMWATER PIPELINE375Ø
STORMWATER DRAINAGE PITS
CONCRETE HEADWALL
SUBSOIL DRAIN
STANDARD ROLL KERBRK
STANDARD KERB & GUTTERK&G
VEHICULAR CROSSING
STANDARD DISH CROSSING
ROAD
BATTERS
CONCRETE PATHWAY
CONTOURS
VC
DC EXIST. DC FUT. DC
SERVICE LINESSEWER, GAS, WATER, ELECTRICITY
SERVICE PITSTELECOM PIT, ACCESS CHAMBER,HYDRANT, STOP VALVE, AIR VALVE
LIMIT OF STAGE
LOTNO LOTNO LOTNOLOT NUMBERS
RETAINING WALL
TREES TO RETAINTREES TO REMOVE
K&GK&G
DRIVEWAY & VEHICULAR CROSSING
CATCH DRAIN / DIVERSION DRAIN
ELECTRICAL SUB STATION &EASEMENTS
INDICATIVE ROSEBANK COTTAGECURTILAGE BOUNDARY
ROAD 6
ROAD 7
ROAD
8
DEVELOPMENTBY OTHERS
EXISTING HALF ROAD
FUTURE ROAD
ROAD
1
ROAD 1
ROAD 2
ROAD 3STAGE 1 DEVELOPMENT - REFERORION CONSULTING ENGINEERSCIVIL D.A. DRAWINGS FOR DETAILS
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 00
2.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
DEMOLITION PLAN & TREEREMOVAL PLAN
002
DEVELOPMENT APPLICATION
NORTH
LEGENDEXISTING DRIVEWAY TO BE DEMOLISHED ANDREMOVED OFFSITE TO APPROVED WASTEFACILITYEXISTING RESIDENCE TO BE DEMOLISHED ANDMATERIALS TAKEN TO APPROVED WASTEFACILITYEXISTING CONCRETE TO BE DEMOLISHED ANDREMOVED OFFSITE TO APPROVED WASTEFACILITY
EXISTING CONTOURS
EXISTING FENCE TO BE REMOVED
EXISTING TREES TO BE REMOVED
EXISTING TREES TO REMAIN
1. SURVEY PROVIDED BY RPS.2. CONTRACTOR TO ESTABLISH EXTENT OF ALL
EXISTING SERVICES WITHIN THE EXTENT OFWORKS.
3. CONTRACTOR TO GAIN ALL NECESSARYAPPROVALS & PERMITS TO DEMOLISH, CAP ORREMOVE EXISTING SERVICES AS REQUIRED.
4. CONTRACTOR TO ALLOW FOR THE DEMOLITION OFEXISTING STRUCTURES & FEATURES (ABOVE &BELOW GROUND) ON THE SITE REQUIRED,INCLUDING BUILDINGS, FENCES, EXISTINGPAVEMENT, DRAINAGE, SIGNS ETC.
5. ALL DEMOLITION WORKS SHALL COMPLY WITH THEPROVISIONS OF AS2601:2001 THE DEMOLITION OFSTRUCTURES.
6. REMOVAL OF EXISTING ELECTRICAL
INFRASTRUCTURE TO BE COMPLETED INACCORDANCE ELECTRICAL CONSULTANTSSPECIFICATIONS & DRAWINGS.
7. EXISTING SERVICES TO BE LOCATED FROM DBYDPLANS AND ONSITE SERVICES LOCATION.
8. TREE REMOVAL SHALL BE IN ACCORDANCE WITHBLACKTOWN CITY COUNCIL'S REQUIREMENTS ANDSPECIFICATIONS.
NOTES
TREES REMOVED AS PART OFSTAGE 1 DEMOLITION WORKS
44.5
44.0
43.543.0
42.5
42.5
42.0
42.0
42.0
42.0
42.0
41.5
41.5
41.5
41.5
41.0
41.0
41.0
40.5
40.5
40.5
40.0
40.0
40.0
40.0
39.5
39.5
39.0
39.0
38.538.0
37.5
45.0
44.5
44.0
43.5
43.0
46.5
46.0
45.5
ROAD 6
ROAD 7
ROAD
8
0.00
DEVELOPMENTBY OTHERS
0.00
KTP 11.01KTP 12.99
326°
34'19
"
R12.00
236°36'12"
56°36'12"
56°24'17"
CREST 154.88
CH 210.0
CH 195.0
CH 180.0
CH 165.0
CH 150.0
CH 135.0
CH 120.0
CH 105.0
CH 90.0
CH 75.0
CH 60.0
CH 45
.0
CH 30
.0
CH 15
.0
235.65
TP 63.83
TP 44
.98
0.00
CH 75.0CH 45.0
CH 30.0
CH 15.0
88.98
CH 105.0
IP 90.0
CH 75.0
CH 60.0
CH 45.0
CH 30.0
CH 15.0
107.37
KTP 14.44KTP 13.05
DISH 84.484
1019ROSEBANKCOTTAGE
1012
1011
1001 1007
1009
1008
1010
1013
1002 1003 1004 1005 1006
1014 1015 1016 1017
351m²382m²
325m²
372m²
325m²
372m²
362m²
391m²
364m²
5753m²
270m² 300m² 271m² 300m² 270m²
376m² 364m²
RK
RK
RK
DC
DC
RK
RW1
RW3
RW4
RW8
RW7
EXISTING HALF ROAD
FUTURE ROAD
RW2
CH 60.0
IP 80.335
IP 8.002
CH 225.0
DISH 231.15
RESIDUE LOT 1020760m²
ROAD
1
ROAD 1
ROAD 2
ROAD 3
1018364m² 364m²
RW7
RW6
STAGE 1 DEVELOPMENT - REFERORION CONSULTING ENGINEERSCIVIL D.A. DRAWINGS FOR DETAILS
39.0
39.5
41.0
42.5 43.0
45.5
46.0
46.5
46.5
46.5
40.0
44.0
41.542.0
47.0
46.0
46.0
45.5
45.0
44.5
44.0
43.5
43.043.5
LIMIT OF WORKS CH 12.99. ENSURESMOOTH TRANSITION WITH STAGE 1.
PROPOSED GRASS LINED DIVERSION DRAIN ALONGNORTHERN & EASTERN BOUNDARIES OF ROSEBANK
COTTAGE. REFER DA202 FOR TYPICAL DETAIL.
LIMIT OF WORKS CH 8.002. ENSURESMOOTH TRANSITION WITH STAGE 1
LEVELS
LIMIT OF PAVEMENT CH 90.00.
BASIN 02. REFER DA552FOR DETAILS
STUB BY OTHERS
BASIN 01. REFER DA551FOR DETAILS
LIMIT OF PAVEMENTCH 63.83
TEMPORARY RETAINING WALL,REFER DA202 FOR TYPICAL DETAIL
CONSTRUCT PIPE ANDPIT CHAMBERS ONLY.
1v:5h BATTER ATFRONT OF LOTS
1v:5h BATTER ATFRONT OF LOTS
1v:5h BATTER ATFRONT OF LOTS
TEMPORARILY TAIL OUTDRAIN. REFER DA202 FORTYPICAL DETAIL
PROVIDE NEWDRIVEWAY ACCESS.
ENSURE NO TRAPPED LOW POINT.
SUBSTATION INSTALLED AS PARTOF STAGE 1 DEVELOPMENT.
1v:5h BATTERTO EXISTING.
1v:4h BATTER TOEXISTING BEHIND
TIERED WALL.
4.53.5
4.5
3.59.0
3.5
3.5
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 10
1.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
ENGINEERING PLAN
101
DEVELOPMENT APPLICATION
NORTH
LEGENDPROPOSED DRIVEWAY
PROPOSED INDICATIVE BUILDING ENVELOPE
FUTURE STAGEDEVELOPMENT
LIMIT
OF
WOR
K
STAGE 1 DEVELOPMENT DEVELOPMENT
LIMIT
OF
WOR
K
STAGE 1 DEVELOPMENT DEVELOPMENT
LIMIT
OF
WOR
K
FUTURE STAGE DEVELOPMENT
LIMIT
OF
WOR
K
GRADE OUT AT MIN. 1%
CONNECT WITH STAGE 1
CONNECT WITH STAGE 1
GRADING AS PER DESIGNBY OTHERS
I.P. R
.L. 38
.39
I.P. R
.L. 38
.12
I.P. R
.L. 36
.66
I.P. R
.L. 36
.01
-3% -1.5% -4.86% -1.66% -4.72%GRADE
8VC 25VC 30VC 30VCV.C.
HORIZ. GEOMETRY
038
.522
38.65
4.598
38.57
738
.512
8.598
38.53
338
.407
12.59
838
.479
38.33
214
.093
38.45
538
.3115
38.44
138
.295
26.59
338
.043
38.01
7
3037
.864
37.90
1
39.09
337
.368
37.51
541
.802
37.21
837
.383
4537
.102
37.23
4
56.80
236
.778
36.77
5
6036
.6936
.676
71.80
236
.509
36.40
6
7536
.461
36.35
2
80.77
236
.359
36.25
6
9036
.2136
.06
95.77
235
.997
35.89
2
105
35.55
435
.554
110.7
7235
.2835
.299
112.9
9935
.201
35.19
3
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
CH 88
.822
RL 36
.09
CL R
OAD
8
CH 0
RL 38
.65
CL R
OAD
1
DATUM R.L. 29
LONGITUDINAL SECTION CENTRELINE - ROAD 6SCALE 1:500 (H)SCALE 1:100 (V)
I.P. R
.L. 46
.58
I.P. R
.L. 38
.79
-3% -13% -5% 3%GRADE
22VC 16VCV.C.
HORIZ. GEOMETRY
046
.922
47.02
9
3.91
46.77
546
.912
14.91
45.97
46.30
715
45.96
46.29
9
25.91
44.45
945
.152
3043
.922
44.62
4542
.314
42.67
6041
.166
40.72
66.81
40.63
939
.835
74.81
39.95
38.95
575
39.93
438
.938
82.81
39.37
38.39
584
.034
39.20
338
.334
84.48
439
.137
38.29
384
.937
39.07
138
.333
88.98
338
.479
38.45
5
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
CH 0
RL 47
.029
CL R
OAD
1DATUM R.L. 31
LONGITUDINAL SECTION CENTRELINE - ROAD 7SCALE 1:500 (H)SCALE 1:100 (V)
CH 80
.335
RL 38
.455
CL R
OAD
7
CH 88
.983
RL 38
.455
CL R
OAD
8
FUTURE STAGEDEVELOPMENT
DISH
LIMIT
OF
WOR
K
DEVELOPMENT FUTURE STAGEBY OTHERS
LIMIT
OF
WOR
K
HALF ROAD BY ADJACENTDEVELOPMENTDI
SH
CH 14
2.66
R.L.
39.8
CRES
T
I.P. R
.L. 37
.84
I.P. R
.L. 40
.81
I.P. R
.L. 36
.34
7.5% 2.7% -8% -5% 3%GRADE
40VC 100VC 10VCV.C.
R12HORIZ. GEOMETRY
033
.528
33.52
8
1534
.586
34.65
3
3035
.594
35.77
8
37.45
735
.981
36.33
7
44.98
536
.4936
.868
4536
.491
36.86
9
57.45
737
.6337
.597
6037
.881
37.72
3
63.82
838
.216
37.89
8
7538
.478
38.30
777
.457
38.48
838
.377
9038
.573
38.71
6
105
39.04
639
.121
117.4
2439
.494
39.45
612
039
.531
39.52
2
135
39.63
39.76
5
142.6
5839
.819
39.79
7
150
40.17
939
.768
165
41.04
839
.5316
7.424
41.06
839
.469
180
40.41
139
.051
195
39.17
38.33
1
210
38.10
837
.371
217.4
2437
.601
36.80
621
8.235
37.53
936
.741
223.2
3537
.154
36.37
922
537
.021
36.26
922
8.235
36.77
836
.091
230.7
0136
.599
35.96
823
1.151
36.56
635
.928
231.5
8936
.534
35.96
823
5.651
36.23
936
.09
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
CH 23
5.651
RL 36
.09
CL R
OAD
6
DATUM R.L. 27
LONGITUDINAL SECTION CENTRELINE - ROAD 8SCALE 1:500 (H)SCALE 1:100 (V)
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 20
1.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
ROAD LONG SECTIONS
201
DEVELOPMENT APPLICATION
ROAD 6 - TYPICAL CROSS SECTION (CH 14.44 TO 90.0)SCALE 1:100 NATURAL
-80.1
23
-4.6
-0.01
1-4
.5-0
.136
-4.05
-0.12
1
00
4.05
-0.12
14.5
-0.13
64.6
-0.01
1
80.1
23
OFFSET
DESIGNLEVEL
900mm
1.6m
WID
E FO
OTPA
THAT
2.5%
CRO
SSFA
LL
0.5 B
ERM
0.5 B
ERM
BOUN
DARY
BOUN
DARY
KERB
LINE
(RK)
KERB
LINE
(RK)
4.5m WIDECARRIAGEWAY
3.5m WIDEVERGE
3.5m WIDEVERGE
4%-3%-3%4%
CONT
ROL L
INE
(BOU
NDAR
Y)
1.6m
WID
E FO
OTPA
THAT
2.5%
CRO
SSFA
LL
4.5m WIDECARRIAGEWAY
DEVELOPMENT BY OTHERS
ROAD 8 - TYPICAL CROSS SECTION (CH 63.83 TO END)SCALE 1:100 NATURAL
80.1
23
4.6-0
.011
4.5-0
.136
4.05
-0.12
1
00
-4.05
-0.12
1-4
.5-0
.136
-4.6
-0.01
1
-80.1
23
900mm
1.6m
WID
E FO
OTPA
THAT
2.5%
CRO
SSFA
LL
0.5 B
ERM
0.5 B
ERM
BOUN
DARY
BOUN
DARY
KERB
LINE
(RK)
KERB
LINE
(RK)
4.5m WIDECARRIAGEWAY
3.5m WIDEVERGE
3.5m WIDEVERGE
4% -3% -3% 4%
CONT
ROL L
INE
(BOU
NDAR
Y)
1.6m
WID
E FO
OTPA
THAT
2.5%
CRO
SSFA
LL
4.5m WIDECARRIAGEWAY
(AS PART OF SEPARATE APPROVAL)FUTURE CONSTRUCTION
TYPICAL SECTION - ROAD 8TEMPORARY RETAINING WALL (CH 145 TO 231)
SCALE 1:50
BOUN
DARY
CENT
RELIN
E RO
AD 8
BOUN
DARY
KERB
LINE
EXISTING SURFACE
0.8m4.5m3.5m
ADJACENT LOTDEVELOPMENT
TEMPORARY RETAININGWALL MAX 1.5m HIGH.
FUTURE ROAD CONSTRUCTION
-80.1
21
-4.5
-0.16
2-4
.05-0
.122
00
4.05
-0.12
24.5
-0.16
2
80.1
21
OFFSET
DESIGNLEVEL
ROAD 7 - TYPICAL CROSS SECTION (CH 12.99 TO END)SCALE 1:100
1.6m
WID
E FO
OTPA
THAT
2.5%
CRO
SSFA
LL
0.5 B
ERM
0.5 B
ERM
BOUN
DARY
BOUN
DARY
KERB
LINE
(RK)
KERB
LINE
(RK)
9.0m WIDECARRIAGEWAY
3.5m WIDEVERGE
3.5m WIDEVERGE
4%-3%-3%
CENT
ERLIN
E
OFFSET
DESIGNLEVEL
41
41
B
1% 1%
TYPICAL TAILOUT DRAIN CROSS SECTIONSCALE 1:20
TAIL OUT BANKS ARETO BE TURF LINED.
0.8m
41
41
0.2m
TYPICAL DETAIL - PERMANENTCATCH DRAIN
NTS
0.4m 0.8m
TURF ON 50mmTOPSOIL
ROAD 6 TO MATCH EXISTINGLEVELS AS CONSTRUCTED
BY OTHERSTEMPORARY 1v:4hBATTER TO EXISTING
PROVIDE TEMPORARY RETAINING WALLBETWEEN CH 145 - CH 231REFER TYPICAL DETAIL ON THIS SHEET.
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 20
2.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
TYPICAL ROAD CROSS SECTIONS
202
DEVELOPMENT APPLICATION
44.5
44.0
43.543.0
42.5
42.5
42.0
42.0
42.0
42.0
42.0
41.5
41.5
41.5
41.5
41.0
41.0
41.0
40.5
40.5
40.5
40.0
40.0
40.0
40.0
39.5
39.5
39.0
39.0
38.538.0
37.5
45.0
44.5
44.0
43.5
43.0
46.5
46.0
45.5
0.22 ha
EXIST. CAT
0.81 ha
PROP. CAT
0.68 h
aPROP. CAT
0.86 ha
EXIST. CAT
0.66 haEXIST. CAT
ROAD 6
ROAD 7
ROAD
8
1019ROSEBANKCOTTAGE
1012
1011
1001 1007
1009
1008
1010
1013
1002 1003 1004 1005 1006
1014 1015 1016 1017
EXISTING HALF ROAD
FUTURE ROAD
RESIDUE LOT 1020
ROAD
1
ROAD 1
ROAD 2
ROAD 3
1018
BYPASS CATCHMENT 10.023ha
BYPASS CATCHMENT 20.017ha
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 50
1.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
CATCHMENT PLAN
501
DEVELOPMENT APPLICATION
NORTH
LEGEND
DENOTES PROPOSED DESIGNCONTOURS AT 0.5m INTERVAL48.00
DENOTES EXISTING CONTOURSAT 0.5m INTERVAL
1.511 haCAT DENOTES CATCHMENT NAME &
CATCHMENT AREA
CATCHMENT BOUNDARY,EXISTING & PROPOSED
BYPASS CATCHMENT
OVERLAND FLOW PATH
39.0
BOUNDARY
CH 105.0
CH 90.0
CH 75.0CH 60.0
CH 45.0
TP 63.83
TP 44.98
CH 75.0
88.98
DISH 84.484
1017
CH 60.0
IP 80.335
RESIDUELOT1020
1018TOP OF FILTER RL 37.00
FUTURE DESIGN SURFACE
EXTENDED DETENTIONDEPTH RL 37.20
100 YEAR A.R.I. RL 37.68
EMBANKMENT RL 38.10
1
2
1
1
1
1
SECTIONSCALE: 1:200 (V)SCALE: 1:200 (H)
1
PROPOSED RETAINING WALL RW5
LOT
BOUN
DARY
LOT 318EXISTING SURFACE LEVEL
BATTER SLOPE (1v:1h) TOBE TURF STABILISED
LOT
BOUN
DARY
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 55
1.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
BASIN 01 LAYOUT PLAN &SECTION
551
DEVELOPMENT APPLICATION
NORTH
1
LEGENDPROPOSED BATTER
PROPOSED BIO-RETENTION BASIN
PROPOSED STORMWATER PIPE
HEADWALL WITH SCOUR PROTECTION
PROPOSED DISCHARGE CONTROL PIT
ROAD 8
BASIN 01WATER QUALITY & OSDTOP OF FILTER RL 37.00
BIO-RETENTION AREA = 120m²E.D.D. = 200mm
DETENTION BASIN VOLUME (100 YEAR) = 110m³
DISCHARGE CONTROL PIT TO BEDESIGNED AT CC STAGE
FUTURE DRAINAGE PIPE
TEMPORARILY CAP PIPE TO FORCEFLOWS INTO BASIN
PROVIDE PIPE TO BOUNDARY, STUB &CAP FOR FUTURE CONNECTION
STACKED ROCK HEADWALL WITH RIP RAP SCOURPROTECTION TO OUTLET, TYPICAL
STACKED ROCK HEADWALL WITHRIP RAP SCOUR PROTECTION TOOUTLET, TYPICAL
PROVIDE Ø100 SUBSOIL DRAINAGEAT 3.0m CENTRES
FUTURE CDL
BASIN 01 PLAN1:200
PROVIDE Ø225 uPVC MAINSUBSOIL LINE
RW5 ROAD
7
STACKED ROCK HEADWALL WITHRIP RAP SCOUR PROTECTION TOOUTLET, TYPICAL
SCOUR PROTECTED EMERGENCYOVERFLOW SPILLWAY.
40.0
38.0
37.5
CH 210.0
CH 195.0
CH 180.0
CH 165.0
235.65
CH 105.0
IP 90.0
CH 75.0
CH 60.0
107.37
1007
1009
1008
1010
10051006
CH 225.0
DISH 231.15
CH 210.0
CH 195.0
CH 180.0
CH 165.0
235.65
CH 105.0
IP 90.0
CH 75.0
CH 60.0
107.37
1007
1009
1008
1010
10051006
CH 225.0
DISH 231.15
TOP OF FILTER RL 36.20
EMBANKMENT RL 37.60
EXTENDED DETENTIONDEPTH RL 36.40
100 YEAR A.R.I. RL 37.07
FUTURE DESIGN SURFACE
1
1
1
1
SECTIONSCALE: 1:200 (V)SCALE: 1:200 (H)
2
INDICATIVE PROPOSED DRAINAGE LINE
ROAD 8
LOT
BOUN
DARY
LOT
BOUN
DARY
LOT
BOUN
DARY
EXISTING SURFACE LEVEL
BATTER SLOPE (1v:1h)TO BE TURF STABILISED
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 55
2.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
BASIN 02 LAYOUT PLAN &SECTION
552
DEVELOPMENT APPLICATION
NORTH
2
LEGENDPROPOSED BATTER
PROPOSED BIO-RETENTION BASIN
PROPOSED STORMWATER PIPE
HEADWALL WITH SCOUR PROTECTION
PROPOSED DISCHARGE CONTROL PIT
ROAD
6
ROAD 8
BASIN 02WATER QUALITY & OSDTOP OF FILTER RL 36.20BIO-RETENTION AREA = 120m²E.D.D. = 200mmDETENTION BASIN VOLUME (100 YEAR) = 140m³
STACKED ROCK HEADWALL WITH RIPRAP SCOUR PROTECTION TOOUTLET, TYPICAL
DISCHARGE CONTROLPIT TO BE DESIGNED
AT CC STAGE
PROVIDE Ø100 SUBSOIL DRAINAGEAT 3.0m CENTRES
BASIN 02 PLAN1:200
PROVIDE Ø225 uPVC MAINSUBSOIL LINE
PROVIDE PIPE TO BOUNDARY,STUB & CAP FOR FUTURECONNECTION
TEMPORARILY CAP PIPE TOFORCE FLOWS INTO BASIN
TEMPORARILY CAP PIPE TOFORCE FLOWS INTO BASIN
STACKED ROCK HEADWALL WITH RIPRAP SCOUR PROTECTION TO
OUTLET, TYPICAL
FUTURE DRAINAGE PIPE
STACKED ROCK HEADWALL WITH RIPRAP SCOUR PROTECTION TO
OUTLET, TYPICAL
SCOUR PROTECTED EMERGENCYOVERFLOW SPILLWAY.
39.0
39.5
41.0
42.5 43.0
45.5
46.0
46.5
46.5
46.5
40.0
44.0
41.542.0
47.0
46.0
46.0
45.5
45.0
44.5
44.0
43.5
43.043.5
44.5
44.0
43.543.0
42.5
42.5
42.0
42.0
42.0
42.0
42.0
41.5
41.5
41.5
41.5
41.0
41.0
41.0
40.5
40.5
40.5
40.0
40.0
40.0
40.0
39.5
39.5
39.0
39.0
38.538.0
37.5
45.0
44.5
44.0
43.5
43.0
46.5
46.0
45.5
ROAD 6
ROAD 7
ROAD
8
1019ROSEBANKCOTTAGE
1012
1011
1001 1007
1009
1008
1010
1013
1002 1003 1004 1005 1006
1014 1015 1016 1017
EXISTING HALF ROAD
FUTURE ROAD
RESIDUE LOT 1020
ROAD
1
ROAD 1
ROAD 2
ROAD 3
1018
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 60
1.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
SITE REGRADING PLAN &TREE REMOVAL PLAN
601
DEVELOPMENT APPLICATION
NORTH
LEGEND
CUT AREA
FILL AREA
D
C
A
B
EXISTING TREES TO BE REMOVED
EXISTING TREES TO REMAIN
TREES REMOVED AS PART OFSTAGE 1 DEMOLITION WORKS
STAGE 1 DEVELOPMENT DEVELOPMENT
LOT
BOUN
DARY
DEVELOPMENT
LOT
BOUN
DARY
LIMIT
OF
WOR
K
℄ RO
AD N
o 01
STAGE 1 DEVELOPMENT ROSEBANK COTTAGE
TEMPORARY RETAINING WALLMAX 1.5m HIGH. REFER DA202FOR TYPICAL DETAIL.
STAGE 1 DEVELOPMENT DEVELOPMENT
LOT
BOUN
DARY
ROAD RESERVEDEVELOPMENT
LOT
BOUN
DARY
LIMIT
OF
WOR
K
ROAD RESERVEROSEBANK COTTAGE
LIMIT
OF
WOR
K
HALF ROAD BY OTHERS
LIMIT
OF
WOR
K℄
ROAD
No 0
1
℄ RO
AD N
o 08
℄ RO
AD N
o 01
℄ RO
AD N
o 06
ROSEBANK COTTAGE
BOUN
DARY
LOT
BOUN
DARY
ROSEBANK COTTAGE
BOUN
DARY
℄ RO
AD N
o 07
FUTURE ROADUPGRADE BY RMS
LOT
BOUN
DARY
℄ EX
ISTI
NG G
ARFI
ELD
ROAD
EAS
T
BOUN
DARY
BOUN
DARY
RW8
RW8
RW7
DEVELOPMENTBY OTHERS
RW3
RW1
RW2
RW3
RW4
RW7
LIMIT
OF
WOR
K
LOT
BOUN
DARY
044
.09
1543
.75
3042
.942
.89
4542
42.03
6041
.540
.57
7541
.2640
.01
9040
.4538
.8
100
39.52
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 33
046
.24
1546
.2546
.06
3042
.643
.63
4540
.7341
.13
6039
.2739
.67
7538
.4838
.33
9037
.8637
.51
100
37.29
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 31
047
.37
1547
.74
3047
.04
4545
.82
6043
.93
7542
.14
9040
.2539
.42
100
39
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 34
036
.98
1538
.0937
.95
3039
.2639
.31
4540
.7641
.45
6042
.542
.2
7544
.2
9045
.07
105
45.65
120
45.57
135
44.82
150
43.56
165
42.09
43.18
180
40.83
41.6
195
39.39
210
37.83
215
37.94
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM R.L. 31
RETAINING WALLMAX. 1.2m HIGH
RETAINING WALLMAX. 1.2m HIGH
RETAINING WALLMAX. 1.2m HIGH
TIERED RETAININGWALLS MAX. 0.6m HIGH
RETAINING WALLMAX. 1.2m HIGH
RETAINING WALLMAX. 1.2m HIGH
BASIN 01
RETAINING WALLMAX. 1.2m HIGH
LIMIT
OF
WOR
K
RW6
SECTIONScale: 1:100 (V)SCALE: 1:500 (H) 601
C
SECTIONScale: 1:100 (V)SCALE: 1:500 (H) 601
A SECTIONScale: 1:100 (V)SCALE: 1:500 (H) 601
B
SECTIONScale: 1:100 (V)SCALE: 1:500 (H) 601
D
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 60
2.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
SITE REGRADING SECTIONS
602
DEVELOPMENT APPLICATION
44.5
44.0
43.543.0
42.5
42.5
42.0
42.0
42.0
42.0
42.0
41.5
41.5
41.5
41.5
41.0
41.0
41.0
40.5
40.5
40.5
40.0
40.0
40.0
40.0
39.5
39.5
39.0
39.0
38.538.0
37.5
45.0
44.5
44.0
43.5
43.0
46.5
46.0
45.5
1019ROSEBANKCOTTAGE
1012
1011
1001 1007
1009
1008
1010
1013
1002 1003 1004 1005 1006
1014 1015 1016 1017
EXISTING HALF ROAD
FUTURE ROAD
RESIDUE LOT 1020
ROAD
1
ROAD 1
ROAD 2
ROAD 3
1018
STAGE 1 DEVELOPMENT - REFERORION CONSULTING ENGINEERSCIVIL D.A. DRAWINGS FOR DETAILS
SP ROAD
8
ROAD 6
ROAD 7SEDIMENT BASINDURING CONSTRUCTION
POTENTIALSTOCKPILE AREA
SEDIMENT BASINDURING CONSTRUCTION
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 70
1.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
SEDIMENT & EROSIONCONTROL PLAN
701
DEVELOPMENT APPLICATION
NORTH
HAY BALE FILTER
SEDIMENT FENCE (SD 6-8)
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
STABILISED SITE ACCESS (SD 6-14)
BARRIER FENCE
(ORIGINAL NATURAL SURFACE)
27.5
CATCH DRAIN / DIVERSION BANK
STOCKPILESP
GEOTEXTILE INLET FILTER (SD 6-12)DURING CONSTRUCTIONMESH AND GRAVEL INLET FILTER (SD 6-11)AFTER CONSTRUCTION
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 70
2.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
SEDIMENT & EROSIONCONTROL DETAILS
702
SEDIMENT FENCE SD 6-8
Construction Notes
SD 4-1STOCKPILES
Construction Notes
EARTH BANK (LOW FLOW) SD 5-5
Construction Notes
Soil stabilisation
as required
G
r
a
d
ie
n
t
s
p
e
c
if
ie
d
o
n
S
W
M
P
Bank keyed
in to subsoil
Dimensions to be
specified on SWMP
D
i
r
e
c
t
i
o
n
o
f
f
l
o
w
b
a
e
d
c f
Bank compacted in
layers no more than
300 mm thick
A
l
l
b
a
t
t
e
r
g
r
a
d
e
s
2
(
H
)
:
1
(
V
)
m
a
x
.
EARTH BANK (HIGH FLOWS)
A
A
C
h
a
n
n
e
l
g
r
a
d
e
<
1
%
.
f
o
r
6
m
e
t
r
e
s
m
in
.
Earth bank
(
u
n
l
e
s
s
s
p
e
c
i
f
i
e
d
o
t
h
e
r
w
i
s
e
)
M
i
n
i
m
u
m
l
e
n
g
t
h
4
m
e
t
r
e
s
S
ill
a
t
0
%
g
r
a
d
e
Detail through
bank as shown
Level Spreader (or Sill)
SD 5-6
Construction Notes
Channel
d
Section AA
Stable disposal
area
Stable disposal area
Earth bank
Construction Notes
SD 6-13KERBSIDE TURF STRIP
Runoff water
with sediment
Sediment
NOTE: This practice only to be used where specified in an approved SWMP/ESCP.
Overflow
Timber spacer
to suit
Filtered water
Timber spacer
to suit
Kerb-side inlet
Gravel-filled wire mesh
or geotextile 'sausage'
Gravel-filled wire mesh
or geotextile 'sausage'
MESH AND GRAVEL INLET FILTER SD 6-11
Construction Notes
STABILISED SITE ACCESS
Construction Notes
SD 6-14
VEGETATION.
IF STOCKPILES ARE TO BE IN PLACE FOR LONGER THAN 14 DAYS THEN THEY
SPOIL AND TOPSOIL STOCKPILES SHALL BE LOCATED AWAY FROM DRAINAGE LINESAND AREAS WHERE WATER MAY CONCENTRATE.
STOCKPILE NOTES
FOLLOWING CONSTRUCTION, TOPSOIL SHALL BE RESPREAD TO A MINIMUM DEPTH
SHALL BE STABILIZED BY COVERING WITH A MULCH OR WITH TEMPORARY
CONFIRMED ON SITE.
MARK:-
SEDIMENTATION CONTROL DEVICES
(PROPEX OR SIMILAR) BETWEEN POSTS AT 2m (3m MAX) CENTRES. FABRIC SHALLSILT FENCES SHALL BE CONSTRUCTED BY STRETCHING A FILTER FABRICDRIVEN 450mm INTO THE GROUND AND LOCATED ON THE BALE CENTRE LINE.100mm. EACH BALE SHALL BE SECURELY ANCHORED WITH TWO STEEL STAKESEND TO END IN A SINGLE ROW AND EMBEDDED INTO THE SOIL TO A DEPTH OFALL STRAW BALES SHALL BE BOUND WITH WIRE. STRAW BALES SHALL BE PLACED
BE BURIED 150mm ALONG ITS LOWER EDGE.
A POINT NOMINATED BY THE ENGINEER.
NO TREES SHALL BE REMOVED WITHOUT COUNCIL'S CLEARANCE.
b) ALL TREES TO BE LEFT UNDISTURBED AND TO BE CORDONED OFF.
THE APPLICANT'S REPRESENTATIVE TO IDENTIFY AND APPROPRIATELYTHE SITE MUST BE INSPECTED BY COUNCIL'S REPRESENTATIVE ANDROAD CENTRELINES HAVE BEEN PEGGED AND/OR PERMANENTLY MARKED,PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS, AND AFTER THE
WHERE CLEANING IS REQUIRED, THE SEDIMENT SHALL BE REMOVED TOMANAGEMENT DEVICES SHALL BE MAINTAINED ON A REGULAR BASIS.
DAMAGE DURING THE COURSE OF THE CONTRACT.RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AGAINST WATERCONFORMITY WITH THIS PLAN SHALL IN NO WAY REDUCE THE
AND THE ACCOMPANYING ROAD AND DRAINAGE PLANS."MANAGING URBAN STORMWATER SOILS AND CONSTRUCTION " -4TH EDITIONTHIS PLAN IS TO BE READ IN CONJUNCTION WITH THE GUIDELINES SET OUT IN
IS DIAGRAMMATIC ONLY AND THE ACTUAL REQUIREMENTS SHALL BELOCATION AND EXTENT OF SOIL AND WATER MANAGEMENT DEVICES
a) THE TREES TO BE RETAINED.
SPECIAL NOTES
OF 100mm ON THE BARE SOIL SURFACES AND REVEGETATE.
ALL STOCKPILES TO BE (MAX) 2m HIGH AND PROTECTED WITH SILT FENCE.
FROM THE CONCLUSION OF LAND SHAPING.ALL DISTURBED AREAS SHALL BE REVEGETATED WITHIN 14 WORKING DAYS
AREAS WITHOUT CONSULTATION WITH COUNCIL'S ENGINEER.DRAINAGE LINES. NO LOT GRADING SHALL BE CARRIED OUT IN UNDISTURBEDDISTURBANCE OF VEGETATION SHALL BE LIMITED TO FILL AREAS, ROADWAYS AND
AREAS TO BE LEFT UNDISTURBED SHALL BE MARKED OFF.ACCESS WHERE POSSIBLE TO PROPOSED OR EXISTING ROAD ALIGNMENTS.VEHICULAR TRAFFIC SHALL BE CONTROLLED DURING DEVELOPMENT CONFINING
BALES SHALL BE PLACED AS A SEDIMENT CONTROL DEVICE WHERE REQUIRED.ALL TAIL-OUT DRAINS SHALL BE GRASSED AND TRAPEZOIDAL IN SECTION. STRAW
ALL DRAINAGE WORKS SHALL BE CONSTRUCTED AND STABILIZED AS EARLY AS
RESPREAD TO AID REVEGETATION IN THOSE AREAS.TOPSOIL FROM ALL AREAS TO BE DISTURBED SHALL BE STOCKPILED AND LATER
STORAGE OF SOIL AND TOPSOIL, SHALL BE IMPLEMENTED TO THE REQUIREMENTSALL EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING REVEGETATION AND
POSSIBLE DURING DEVELOPMENT.
OF THE "ENVIRONMENT PROTECTION AUTHORITY".AND "DEPT OF LAND AND WATER
GENERAL NOTES
MINIMISE DUST BY WATERING WHEN REQUIRED.
CONSERVATION". MEASURES OUTLINED IN THE SEDIMENT & EROSION CONTROL PLAN
MANAGEMENT DEVICES TO REMAIN UNTIL THE END OF THE MAINTENANCE PERIOD.
MUST BE IMPLEMENTED PRIOR TO AND MAINTAINED DURING AND AFTER THECONSTRUCTION WORKS.
10.
9.
11.
21.
20.
18.
17.
16.
15.
14.
13.
12.
7.
6.
5.
4.
3.
2.
1.
8.
19.
Construction Notes
GEOTEXTILE INLET FILTER SD 6-12
DEVELOPMENT APPLICATION
ROAD 6
ROAD 7
ROAD
8
1019ROSEBANKCOTTAGE
1012
1011
1001 1007
1009
1008
1010
1013
1002 1003 1004 1005 1006
1014 1015 1016 1017
EXISTING HALF ROAD
FUTURE ROAD
RESIDUE LOT 1020
ROAD
1
ROAD 1
ROAD 2
ROAD 3
1018
TEMPORARY RETAINING WALL,REFER DA202 FOR DETAIL
CH 65
.07
CH 0.00CH 14
7.40
CH 35.50
CH 0.00
CH 35.50
CH 0.00
CH 35.50CH 35.50
CH 0.00
CH 36.44
CH 0.00
RW1
RW2
RW3
RW4
RW8
RW7
RW7
CH 14.00
CH 14.00
CH 14.94
CH 30.00 CH 30.00 CH 30.00 CH 30.00
CH 15.00CH 15.00CH 15.00CH 15.00
RW6
CH 13
5.00
CH 12
0.00
CH 10
5.00
CH 90
.00
CH 75
.01
CH 0.00
CH 15.00
CH 30.00
CH 45.00
CH 60.00
CH 0.00
CH 15.00
CH 30.00
CH 45.00
CH 55.70
CH 15.00
CH 29
.33CH
30.00
CH 45
.00
CH 60
.00
RETAINING WALL 6 RW6 (FULL LENGTH) ANDRETAINING WALL 7 RW7 (CH0.0 - 75.0) ARETO BE MAX. 0.6m HIGH AND OF MASONRY,CLAY BRICK CONSTRUCTION IN A COLOURSYMPATHETIC TO ROSEBANK COTTAGE
EDGE OF NO FINES
600 x 600G.S.I.P.
HIGH SIDE BLOCKS
LOW SIDE BLOCKS
LOT
BOUN
DARY
RETAINING WALL
TYPICAL DETAIL - CONCRETE SLEEPER TYPERETAINING WALL PLAN LOCATION
NTS
EASEMENT LINE
300
EASEMENTVARIES
"C" NO FINES
(INTERNAL LOTS BOUNDARY)EASE
MENT
EASEMENTVARIES
600 x 600G.S.I.P.
TYPICAL DETAIL - SECTION
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 90
1.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
RETAINING WALL PLAN &TYPICAL DETAIL
901
DEVELOPMENT APPLICATION
NORTH
PROPOSED CONCRETE SLEEPERTYPE RETAINING WALL, MAX. 1.2m HIGH.
044
.520.0
0244
.522
14.94
241
.484
1541
.493
1.236
42.72
9
3043
.805
0.366
44.17
1
36.44
244
.798
-0.00
744
.791
CHAINAGE
SURFACELEVEL AT BASE
WALLHEIGHT
SURFACELEVEL AT TOP
DATUM R.L. 40
LONGITUDINAL SECTION CENTRELINE - RW1SCALE 1:200 (H)SCALE 1:100 (V)
1.236
42.72
9
041
.484
0.001
41.52
3
1439
.848
1539
.994
1.144
41.13
9
3042
.185
0.308
42.49
3
35.50
142
.989
0.001
42.99
CHAINAGE
SURFACELEVEL AT BASE
WALLHEIGHT
SURFACELEVEL AT TOP
DATUM R.L. 38
LONGITUDINAL SECTION CENTRELINE - RW2SCALE 1:200 (H)SCALE 1:100 (V)
PROPOSED CONCRETE SLEEPERTYPE RETAINING WALL, MAX. 1.2m HIGH.
1.25
41.10
ROAD 7 ROAD 7
039
.848
-0.05
539
.849
1438
.661
1538
.778
1.144
39.92
2
3040
.527
0.308
40.83
5
35.50
141
.169
0.001
41.17
CHAINAGE
SURFACELEVEL AT BASE
WALLHEIGHT
SURFACELEVEL AT TOP
DATUM R.L. 37
LONGITUDINAL SECTION CENTRELINE - RW3SCALE 1:200 (H)SCALE 1:100 (V)
1.239
.86
PROPOSED CONCRETE SLEEPERTYPE RETAINING WALL, MAX. 1.2m HIGH.
INDICATIVE SURFACE IN FRONT OF WALL (TYP.)
INDICATIVE SURFACE BEHIND WALL (TYP.)
038
.661
038
.805
8.338
38.01
0.78
38.79
14.00
137
.779
1537
.852
0.953
38.80
6
3038
.952
0.253
39.20
5
35.50
339
.355
-0.00
439
.351
CHAINAGE
SURFACELEVEL AT BASE
WALLHEIGHT
SURFACELEVEL AT TOP
DATUM R.L. 36
LONGITUDINAL SECTION CENTRELINE - RW4SCALE 1:200 (H)SCALE 1:100 (V)
1.038
.78
ROAD 7
ROAD 7 PROPOSED CONCRETE SLEEPERTYPE RETAINING WALL, MAX. 1.2m HIGH.
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 90
2.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
RETAINING WALL RW1, RW2,RW3 & RW4 LONG SECTION
902
DEVELOPMENT APPLICATION
042
.589
042
.59
1541
.259
0.613
41.87
3
29.33
539
.988
3040
.041.1
7841
.218
4541
.220.6
7441
.895
6042
.40.1
7142
.571
65.06
942
.799
0.001
42.8
CHAINAGE
SURFACELEVEL AT BASE
WALLHEIGHT
SURFACELEVEL AT TOP
DATUM R.L. 38
LONG SECTION RETAINING WALL - RW8SCALE 1:200 (H)SCALE 1:100 (V)
RW7
1.202
41.19
040
.155
0.440
.755
1040
.425
0.641
.025
1140
.452
0.641
.052
1240
.477
0.641
.077
1340
.498
0.641
.098
1540
.518
0.641
.118
25.23
140
.622
0.641
.222
3040
.609
0.641
.209
37.37
840
.590.6
41.19
42.69
940
.590.6
41.19
4540
.533
0.641
.133
55.69
740
.270.6
40.87
CHAINAGE
SURFACELEVEL AT BASE
WALLHEIGHT
SURFACELEVEL AT TOP
DATUM R.L. 38
LONGITUDINAL SECTION CENTRELINE - RW6SCALE 1:200 (H)SCALE 1:100 (V)
RETAINING WALL 6 TO BE MAX. 0.6m HIGHAND OF MASONRY, CLAY BRICKCONSTRUCTION IN A COLOUR SYMPATHETICTO ROSEBANK COTTAGEINDICATIVE SURFACE IN FRONT OF WALL (TYP.)
INDICATIVE SURFACE BEHIND WALL (TYP.)
PROPOSED CONCRETE SLEEPERTYPE RETAINING WALL, MAX. 1.2m HIGH.
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 90
3.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
RETAINING WALL RW5, RW6 &RW8 LONG SECTION
903
DEVELOPMENT APPLICATION
FOR
CONT
INUA
TION
REF
ER B
ELOW
FOR
CONT
INUA
TION
REF
ER A
BOVE
038
.933
0.439
.533
1539
.339
0.639
.939
3039
.744
0.640
.344
31.78
139
.793
0.597
40.38
9
44.51
739
.922
0.640
.522
4539
.920.6
40.52
56.66
439
.890.6
40.49
6039
.890.6
40.49
61.98
539
.890.6
40.49
7539
.5775
.055
39.56
80.6
0240
.17
9040
.712
1.764
42.47
5
105
41.85
91.5
6443
.423
120
43.00
71.0
1644
.022
135
44.15
40.6
7144
.825
CHAINAGE
SURFACELEVEL AT BASE
WALLHEIGHT
SURFACELEVEL AT TOP
DATUM R.L. 37
LONGITUDINAL SECTION CENTRELINE - RW7SCALE 1:200 (H)SCALE 1:100 (V)
RETAINING WALL 7 (CH0.0 - 75) TO BE MAX.0.6m HIGH AND OF MASONRY, CLAY BRICKCONSTRUCTION IN A COLOUR SYMPATHETICTO ROSEBANK COTTAGE
RETAINING WALL 7 (CH75 - END) PROPOSEDCONCRETE SLEEPER TYPE RETAINING WALL,MAX. 1.9m HIGH.
135
44.15
40.6
7144
.825
147.4
0345
.103
0.197
45.3
CHAINAGE
SURFACELEVEL AT BASE
WALLHEIGHT
SURFACELEVEL AT TOP
DATUM R.L. 37
LONGITUDINAL SECTION CENTRELINE - RW7SCALE 1:200 (H)SCALE 1:100 (V)
RETAINING WALL 6 BEHIND
EXISTING ROAD (STAGE 1)
Project No.: Dwg No.: Revision:
Drawing Title:Project:
Design Date
Revis
ions
Revision DescriptionFirstIssue Appd.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TOCONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
Disclaimer and Copyright:
THESE DRAWINGS, PLANS, AND SPECIFICATIONS AND THE COPYRIGHTARE THE PROPERTY OF ORION CONSULTING ENGINEERS PTY LTD ANDMUST NOT BE REPRODUCED OR COPIED WHOLLY OR IN PART WITHOUTTHE PERMISSION OF ORION CONSULTING ENGINEERS PTY LTD
1000 10 20 30 40 50 60 70 80 90
Drawn
Approval Stg:
Client: Prepared:
ABN: 25 604 069 981PO Box 266, BAULKHAM HILLS NSW 1755
T: 0425 457 704E: [email protected]
Scale:
CDA15 -21PMA ISSUED FOR DEVELOPMENT APPLICATIONAS PB 26/02/16
FILE
: O:\P
ROJE
CTS\
15-2
1 181
-213
GAR
FIEL
D\DR
GS\C
IVIL\
DA\R
OSEB
ANK\
15-2
1_DA
- 90
4.DW
G PR
INTE
D: 5/
26/17
USE
R: A
NDRE
W
PM AS PB 26/02/16
PMB COUNCIL COMMENTSAS - 10/08/16ASC COUNCIL COMMENTSAS - 25/05/17
213 GARFIELD ROAD EAST -ROSEBANK COTTAGE
ROAD AND DRAINAGE DESIGN
RETAINING WALL RW7 LONGSECTION
904
DEVELOPMENT APPLICATION