PROPOSED RETAIL DEVELOPMENT RAILWAY TERRACE, …
Transcript of PROPOSED RETAIL DEVELOPMENT RAILWAY TERRACE, …
01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0217B01_DA_C000
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
COVER SHEET, DRAWING SCHEDULE
NOTES AND LOCALITY SKETCH
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
NTS @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
CIVIL ENGINEERING WORKSGENERAL NOTES:
1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH BLACKTOWN CITY COUNCIL'S
SPECIFICATION. CONTRACTOR TO OBTAIN AND RETAIN A COPY ON SITE DURING THE
COURSE OF THE WORKS.
2. ALL NEW WORKS ARE TO MAKE A SMOOTH JUNCTION WITH EXISTING CONDITIONS AND
MARRY IN A 'WORKMANLIKE' MANNER.
3. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL SERVICES WITH EACH RELEVANT
AUTHORITY. ANY DAMAGE TO SERVICES SHALL BE RECTIFIED BY THE CONTRACTOR OR
THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE. SERVICES SHOWN ON
THESE PLANS ARE ONLY THOSE EVIDENT AT THE TIME OF SURVEY OR AS DETERMINED
FROM SERVICE DIAGRAMS. HENRY AND HYMAS CONSULTING PTY. LTD. CANNOT
GUARANTEE THE INFORMATION SHOWN NOR ACCEPT ANY RESPONSIBILITY FOR
INACCURACIES OR INCOMPLETE DATA.
4. SERVICES & ACCESSES TO THE EXISTING PROPERTIES ARE TO BE MAINTAINED IN
WORKING ORDER AT ALL TIMES DURING CONSTRUCTION.
5. ADJUST EXISTING SERVICE COVERS TO SUIT NEW FINISHED LEVELS TO RELEVANT
AUTHORITY REQUIREMENTS WHERE NECESSARY.
6. REINSTATE AND STABILISE ALL DISTURBED LANDSCAPED AREAS.
7. MINIMUM GRADE OF SUBSOIL SHALL BE 0.5% (1:200) FALL TO OUTLETS.
8. ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES ARE TO BE CONSTRUCTED,
PLACED AND MAINTAINED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS,
EROSION AND SEDIMENTATION CONTROL PLAN AND BLACKTOWN CITY COUNCIL'S
REQUIREMENTS WHERE APPLICABLE.
9. CONTRACTOR TO CHECK AND CONFIRM SITE DRAINAGE CONNECTIONS ACROSS THE
VERGE PRIOR TO COMMENCEMENT OF SITE DRAINAGE WORKS.
10. PROPERTIES AFFECTED BY THE WORKS ARE TO BE NOTIFIED IN ADVANCE WHERE
DISRUPTION TO EXISTING ACCESS IS LIKELY.
LOCALITY SKETCHSCALE: NTS
PROPOSED SITE
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
EXISTING SERVICES & FEATURES
• THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION AND REMOVAL (IF
REQUIRED) OF ALL EXISTING SERVICES IN AREAS AFFECTED BY WORKS WITHIN THE
CONTRACT AREA OR AS SHOWN ON THE DRAWINGS UNLESS DIRECTED OTHERWISE BY
THE SUPERINTENDENT.
• THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL BUILDINGS NOT
AFFECTED BY THE WORKS ARE NOT DISRUPTED.
• PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL GAIN APPROVAL OF
HIS PROGRAM FOR THE RELOCATION/ CONSTRUCTION OF TEMPORARY SERVICES.
• CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN SUPPLY TO
EXISTING BUILDING REMAINING IN OPERATION DURING WORKS TO THE SATISFACTION AND
APPROVAL OF THE SUPERINTENDENT. ONCE DIVERSION IS COMPLETE AND
COMMISSIONED, THE CONTRACTOR SHALL REMOVE ALL SUCH TEMPORARY SERVICES AND
MAKE GOOD TO THE SATISFACTION OF THE SUPERINTENDENT.
• INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO CAUSE
ANY INCONVENIENCE TO THE PRINCIPAL. CONTRACTOR TO GAIN APPROVAL FROM THE
SUPERINTENDENT FOR TIME OF INTERRUPTION.
• EXISTING SERVICES, BUILDINGS, EXTERNAL STRUCTURES AND TREES SHOWN ON THESE
DRAWINGS ARE EXISTING FEATURES PRIOR TO ANY DEMOLITION WORKS.
• EXISTING SERVICES UNLESS SHOWN ON SURVEY PLAN HAVE BEEN PLOTTED FROM
SERVICES SEARCH PLANS AND AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE A 'DIAL BEFORE YOU DIG'
SEARCH AND TO ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR
TO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES SHALL BE REPORTED TO
THE SUPERINTENDENT. CLEARANCES SHALL BE OBTAINED FROM THE RELEVANT SERVICE
AUTHORITY.
• ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICK PAVING SHALL BE
LOCATED IN Ø80 uPVC SEWER GRADE CONDUITS EXTENDING A MINIMUM OF 500mm
BEYOND EDGE OF PAVING.
SITEWORKS NOTES
• DATUM : A.H.D.
• ORIGIN OF LEVELS : REFER TO BENCH OR STATE SURVEY MARKS WHERE
SHOWN ON PLAN.
• CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON SITE
PRIOR TO THE COMMENCEMENT OF WORK.
• ALL WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH THE DETAILS SHOWN
ON THE DRAWINGS & THE DIRECTIONS OF THE SUPERINTENDENT.
• EXISTING SERVICES UNLESS SHOWN ON THE SURVEY PLAN HAVE BEEN
PLOTTED FROM SERVICES SEARCH PLANS AND AS SUCH THEIR ACCURACY
CANNOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
ESTABLISH THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR TO
THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES SHALL BE
REPORTED TO THE SUPERINTENDENT. CLEARANCES SHALL BE OBTAINED
FROM THE RELEVANT SERVICE AUTHORITY.
• WHERE NEW WORKS ABUT EXISTING THE CONTRACTOR SHALL ENSURE THAT A
SMOOTH EVEN PROFILE, FREE FROM ABRUPT CHANGES IS ACHIEVED.
• THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT TO BE CARRIED OUT
BY A REGISTERED SURVEYOR.
• CARE IS TO BE TAKEN WHEN EXCAVATING NEAR EXISTING SERVICES. NO
MECHANICAL EXCAVATION IS TO BE UNDERTAKEN OVER TELSTRA OR
ELECTRICAL SERVICES. HAND EXCAVATE IN THESE AREAS.
• CONTRACTOR TO OBTAIN AUTHORITY APPROVALS WHERE APPLICABLE.
• MAKE SMOOTH TRANSITION TO EXISTING SURFACES AND MAKE GOOD.
• THESE PLANS SHALL BE READ IN CONJUNCTION WITH APPROVED LANDSCAPE,
ARCHITECTURAL, STRUCTURAL, HYDRAULIC AND MECHANICAL DRAWINGS AND
SPECIFICATIONS
OR WRITTEN INSTRUCTIONS THAT MAY BE ISSUED RELATING
TO DEVELOPMENT AT THE SITE.
• TRENCHES THROUGH EXISTING ROAD AND CONCRETE PAVEMENTS SHALL BE
SAWCUT TO FULL DEPTH OF CONCRETE AND A MINIMUM OF 50mm IN
BITUMINOUS PAVING.
• ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICK
PAVING SHALL BE LOCATED IN Ø80 uPVC SEWER GRADE CONDUITS EXTENDING
A MINIMUM OF 500mm BEYOND EDGE OF PAVING.
• GRADES TO PAVEMENTS TO BE AS IMPLIED BY RL'S ON PLAN . GRADE EVENLY
BETWEEN NOMINATED RL'S. AREAS EXHIBITING PONDING GREATER THAN 5mm
DEPTH WILL NOT BE ACCEPTED UNLESS IN A DESIGNATED SAG POINT.
• ALL COVERS AND GRATES ETC TO EXISTING SERVICE UTILITIES ARE TO BE
ADJUSTED TO SUIT NEW FINISHED SURFACE LEVELS WHERE APPLICABLE.
SURVEY NOTES
THE EXISTING SITE CONDITIONS SHOWN ON THE FOLLOWING DRAWINGS
HAVE BEEN INVESTIGATED BY THE SURVEYOR SPECIFIED IN THE TITLE
BLOCK.
THE INFORMATION IS SHOWN TO PROVIDE A BASIS FOR DESIGN. HENRY
AND HYMAS PTY. LTD. DOES NOT GUARANTEE THE ACCURACY OR
COMPLETENESS OF THE SURVEY BASE OR ITS SUITABILITY AS A BASIS FOR
CONSTRUCTION DRAWINGS.
SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION
BETWEEN THE SURVEY DATA AND ACTUAL FIELD DATA, CONTACT HENRY
AND HYMAS PTY. LTD. THE FOLLOWING NOTES HAVE BEEN TAKEN DIRECTLY
FROM ORIGINAL SURVEY DOCUMENTS.
ORIGIN OF LEVELS PM 57796 RL 26.236
DATUM AHD
02 ISSUED FOR DA ONLY IK JG 19.12.2017
DRAWING SCHEDULE17B01_DA_C000 COVER SHEET, DRAWING SCHEDULE, NOTES & LOCALITY SKETCH
17B01_DA_C100 GENERAL ARRANGEMENT PLAN
17B01_DA_C101 DETAIL PLAN, SHEET 1 OF 3
17B01_DA_C102 DETAIL PLAN, SHEET 2 OF 3
17B01_DA_C103 DETAIL PLAN, SHEET 3 OF 3
17B01_DA_C110 TYPICAL SECTIONS
17B01_DA_C115 BASEMENT RAMP 1 PLAN AND SECTIONS
17B01_DA_C116 BASEMENT RAMP 2 PLAN AND SECTIONS
17B01_DA_C200 STORMWATER MISCELLANEOUS DETAILS AND PIT LID SCHEDULE
17B01_DA_C201 OSD PLAN
17B01_DA_C202 OSD SECTIONS AND DETAILS
17B01_DA_C210 STORMWATER LONGITUDINAL SECTIONS SHEET 1 OF 2
17B01_DA_C211 STORMWATER LONGITUDINAL SECTIONS SHEET 2 OF 2
17B01_DA_C250 STORMWATER CATCHMENT PLAN
17B01_DA_C251 MUSIC MODELING CATCHMENT PLAN
17B01_DA_C252 STORMWATER DETAIL CATCHMENT PLAN
17B01_DA_C600 MINERVA ROAD DETAIL PLAN - STAGE 1
17B01_DA_C601 MINERVA ROAD LONG SECTION
17B01_DA_C602 MINERVA ROAD TYPICAL SECTIONS
17B01_DA_BE00 BULK EARTHWORKS CUT AND FILL PLAN
17B01_DA_BE01 BULK EARTHWORKS SITE SECTIONS
17B01_DA_SE01 SEDIMENT & EROSION CONTROL PLAN
17B01_DA_SE02 SEDIMENT & EROSION CONTROL TYPICAL SECTIONS & DETAILS
Concrete Panel Building
Woolworths Supermarket
VA STREET
Paling Fence on Concrete Retaining Wall
Metal Shed
Metal
shed
Brick
GarageCo
ncrete
DAM
Post and Wire Fence
Concrete
Brick Residence
RAILWAY TERRACE
Concrete Path
Metal Fence
Metal Wire Fence
METAL FNC
SIN 31.91
SINGLE STORY
BUILDING
'COFFEE SHOP'
BANK
Ø600mm
MANCHESTER DRIVE
Fence
Concrete Kerb And Gutter
Metal
Shed
Metal
Shed
Bottom of Bank
MANCHESTER DRIVE
Fence
Edge of Bitumen
Edge of Bitumen
Lip of Kerb
FootpathKerb Channel & Invert
Ø600mm
Gu
lly P
itS
L 3
1.4
4
Footpath
25DP1191922
Gully Pit
Gully Pit
Gully Pit
Gully Pit
Gully Pit
Un
kno
wn
Pit
SL 3
2.7
7
Un
kno
wn
Pit
SL 3
2.5
6
Sto
rm W
ate
rS
tru
ctu
reS
L 3
2.1
2
Awning
Awning
PROPOSED BOUNDARY
PROPOSED BOUNDARY
JACQUI AVENUE (PROPOSED NEW ROAD)
JACQUI AVENUE (PROPOSED NEW ROAD)
MINERVA STREET (PROPOSED EXTENSION)
RAILWAY TERRACE (PROPOSED ROAD WIDENING)
MANCHESTER DRIVE (PROPOSED ROAD WIDENING)
MINERVA ST (PROPOSED EXTENSION)
73°21 05ˆ
(207|795)
196|065
258°0340
227|155
347°3320
182|825
165°0615
45|11
34.32
34.67
34.43
32.8
33
33.82
34.63
34.11
34.67
33.39
30.33
32.28
31.82
32.94
33.53
31.33
30.58
31.48
33.39
33.28
32.17
32.64
31.51
33.01
31.92
31.33
33.27
30.45
32.52
31.51
30.89
32.06
33.68
32.03
32.56
31.48
32.82
32.79
30.18
33.58
33.45
31.27
30.52
31.73
30.70
33.47
33.55
30.20
33.76
33.70
33.40
33.43
31.05
31.83
32.12
33.40
0
33.37
33.10
31.09
31.45
29.78
30.46
33.44
33.71
31.00
33.60
32.14
33.35
32.51
33.49
33.44
30.36
33.64
31.00
32.94
33.75
30.55
33.37
32.06
32.07
31.28
33.65
30.48
31.67
33.44 33.0533.01
32.82
32.28
33.3533.45
32.11
32.99
33.1333.2833.35
31.61
32.98
33.
33.24
32.80
32.05
33.3432.45
33.43 33.20
32.15
31.84
3
32.80
33.33
32.53
32.69
To
p o
f P
ole
RL:4
3.1
9
30.70
30.5430.76
30.48 30.97
30.68
30.51
30.86
30.36
30.55
30.40
30.67
30.77
29.85 30.84
31.45
30.28
31.03
30.66
30.71
31.54
30.30
30.60
30.18
30.26
34.87
30.79
32.35
34.11
31.14
32.98
34.72
34.82
31.75
33.62
31.5730.87
32.57
32.34
32.97 30.9032.8
6
30.73
31.13
32.02
32.57
32.23
32.52
32.40
33.45
30.8832.42
33.07
30.94
32.08
32.57
32.42
31.48
30.81 30.76
32.70
32.72
30.88
32.40
32.29
30.90
30.97
32.6933.34
33.39
33.38
32.40
30.78
32.23
32.86
30.75
31.60 31.52
30.83
32.97
33.39
33.28
30.76 30.75
32.7132.25
33.46
30.88
32.28
31.15
32.48
32.8132.22
30.77
32.39
30.78 30.95
32.79
31.14
30.8330.90
31.0030.79
31.0830.65
31.30
30.80
30.85
30.7231.09
30.89
30.69
31.01
31.11
30.8030.82
31.30
30.67
30.97
28.60
31.93
32.68
28.45
28.40
29.35
32.73
30.08
28.28
29.39
32.13
30.11
31.86
32.42
31.44
32.41
31.78
31.71
30.81
32.70
31.40
32.33
32.44
31.75
32.55
31.85
28.56
32.17
31.95
28.31
28.78
31.86
31.94
32.62
32.28
28.38
32.02
28.17
32.25
32.53
30.80
28.69
28.25
30.33
32.32
32.91
32.76
33.24
32.94
31.89
32.28
31.03
32.89
31.62
32.46
33.30
31.92
32.12
29.59
33.01
31.98
33.18
32.02
32.76
28.55
29.01
33.09
31.98
32.59
32.84
33.18
33.75
33.84
33.75
33.77
33.02
32.98
33.53
33.68
33.69
33.78
33.22
33.44
33.76
33.75
33.53
33.72
33.79
33.10
33.26
33.49
33.75
33.73
33.40
33.78
33.63
33.13
33.63
33.56
33.69
33.08
33.67
33.40
33.17
33.13
33.63
33.02
33.22
Rid
ge:3
8.8
6
Rid
ge:3
8.8
6
Rid
ge:3
8.3
2
31.80
33.36
33.24
32.23
33.06
33.28
33.16
33.39
32.88
31.56
33.26
32.44
32.54
33.43
32.65
33.43
28.49
31.82
32.36
32.64
28.54
30.86
32.32
32.61
32.49
32.61
32.08
32.72
31.92
28.78
31.49
30.18
32.76
31.97
29.40 29.12
32.55
30.01
30.05
29.30
33.03
32.59
29.91
29.01
29.81
28.51
28.68
32.89
33.45
33.40
30.57 30.68 30.81
30.82
31.15
31.49
31.90
32.37
33.15
33.83
34.30
34.56
34.86
34.93
35.09
35.02
34.77
34.67
34.24
33.78
33.15
32.45
32.04
31.60
31.37
31.07
31.24
32.14
34.13
35.10
34.81
32.91
30.98
31.54
33.71
34.92
32.40
28.51
29.01
32.68
32.48
28.30
32.70
29.67
32.47
32.56
32.58
32.76
32.12
32.31
32.39
32.84
32.20
30.44
28.92
28.02
32.63
32.24
32.11
32.09
32.30
30.71
32.00
33.04
32.47
30.82
32.15
33.36
31.68
30.69
33.14
31.7332.85
31.46
32.38
33.39
30.73
31.12
32.31
30.69
32.71
32.40
30.72
32.58
32.77
32.02
33.11
33.14
32.94
33.32
32.34
33.30
32.55
33.23
32.74
33.31
33.27
32.50
33.20
31.60
33.31
32.9433.0533.12
32.4232.48
31.08
30.74
31.1931.43
30.95
31.43
31.13
30.18
32.69
29.41
32.30
28.54
30.87
32.09
33.91
28.82
33.21
32.48
32.62
32.58
33.07
32.47
33.82
32.40
32.70
33.85
32.77
33.88
33.49
28.50
33.32
32.51
31.92
32.72
33.88
31.83
31.49
33.02
33.85
33.37
32.64
33.1
32.44
SL:3
1.7
1
SL:2
8.7
8
SL:3
2.4
5
SL:
31.7
6
SL:3
0.7
7
SL:
31.5
1
SL:
31.7
2
SL:3
1.4
9
32.886
32.818
32.898
32.938
32.742
32.782
FL:3
4.1
6
IL:2
9.6
5
IL:2
9.7
4
SL:3
2.8
5
SL:3
3.2
7
To
p o
f P
ole
RL:4
3.3
3
SL:3
2.6
1
IL:2
9.8
4
IL:2
9.7
9
IL:2
7.3
5
IL:2
6.8
5
IL:2
6.9
1
SL:3
3.4
8
IL:3
0.5
0IL
:30
.52
SL:3
2.2
8IL
:30
.74
Flo
or
Leve
lR
L:3
2.1
3
SL:2
8.0
5
SL:3
2.8
4
SL:3
1.5
0
To
p o
f P
ole
RL:3
8.4
0
30.4
30.8
31.2
31.6
32.0
32.4
32.8
33.2
33.6
30.2
30.6
31.0
31.4
31.8
32.2
32.6
33.0
33.4
33.8
30.030.0
30.4
30.4
30.8
30.8
31.2
31.6
32.0
32.4
32.8
30.230.230
.6
30.6
31.0
31.4
31.8
32.2
32.6
33.0
30.8
31.2
31.6
32.0
32.4
32.8
3
34.8
30.6
31.0
31.4
31.8
32.2
32.6
34.6
35.0
30.8
30.8
31.231
.6
32.0
32.4
32.4
32.8
32.8
33.2
33.2
31.0
31.4
31.8
32.2
32.6
32.6
33.0
33.0
33.433.4
28.8
29.2
29.6
30.0
30.4
30.8
31.2
31.6
32.0
32.4
32.8
28.6
29.0
29.4
29.8
30.2
30.6
31.0
31.4
31.8
32.2
32.6
33.0
32.6
32.4
32.0
32.2
32.0
32.6
33.4
33.4
33.4
32.432.8 32.
232.6
33.4
33.4
33.6
FFL 33.07
FFL 33.13PROPOSED MCDONALDS
"BY OTHERS"
FFL 33.07
17B01_DA_C103
17B01_DA_C101 17B01_DA_C102
MANCHESTER DRIVE
RAILWAY TERRACE
MINERVA ROAD
JACQUE AVENUE
PROPOSED SUPERMARKET
FFL 32.80
FFL 33.20
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
40m3224168
SCALE 1:4002468
0
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0217B01_DA_C100
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
GENERAL ARRANGEMENT PLAN
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
1:400 @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
GENERAL ARRANGEMENT PLANSCALE 1:400
01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017
PROPOSED RETAINING WALL
PROPOSED DOWNPIPEDP
RW
PROPOSED PRAM RAMP
EXISTING STORMWATER PIT
PROPOSED EDGE STRIPES
PROPOSED DOWNPIPE COLLECTION LINE
EXTENT OF CAR PARK BASEMENT LINE
02 ISSUED FOR DA ONLY IK JG 19.12.2017
LEGEND
EXISTING BOUNDARY
PROPOSED RIDGE LINE
PROPOSED VALLEY LINE
PROPOSED JUNCTION PITS
PROPOSED SURFACE INLET PITS
PROPOSED LINTEL ONGRADE & SAG PITS
PROPOSED PIT TAG-A 1LINE LETTER
PIT NUMBER
STORMWATER UPSTREAM INVERT RL.STORMWATER PIPE DIAMETER & CLASSSTORMWATER PIPE LENGTHSTORMWATER PIPE GRADESTORMWATER DOWNSTREAM INVERT RL.
40.125Ø425RCP20.450m1.5%39.818
PROPOSED GRATED DRAIN
EXISTING STORMWATER PIPE
PROPOSED STORMWATER PIPE
PROPOSED BATTER LINE
EXISTING CONTOURS32.30
PROPOSED CONTOURS32.40
PROPOSED KERB & GUTTERK&G
PROPOSED KERB ONLYKO
PROPOSED INTEGRAL KERBIK
PROPOSED DISH GUTTERDG
OVERLAND FLOW PATHO/F
Paling Fence on Concrete Retaining Wall
Metal Shed
Metal
shed
Brick
GarageCo
ncrete
Concrete
Brick Residence
Concrete Path
Metal Fence
Metal Wire Fence
SINGLE STORY
BUILDING
'COFFEE SHOP'
MANCHESTER DRIVE
Concrete Kerb And Gutter
Footpath
Un
kn
ow
n P
itS
L 3
2.7
7
Un
kn
ow
n P
itS
L 3
2.5
6
PROPOSED BOUNDARY
RAILWAY TERRACE (PROPOSED ROAD WIDENING)
MANCHESTER DRIVE (PROPOSED ROAD WIDENING)
36|37
182|825
33.39
33.53
33.60
33.39
3.28
33.68
33.58
.45
33.47
33.55
33.76
33.70
33.43
33.40
33.52
.50
33.37
33.44
33.71
33.60
33.35
33.49
33.44
33.64
33.75
33.65
.11
32
33.0
4
33
33.33
To
p o
f P
ole
43
.19
32.39
32.79
32.13
32.42
32.41
32.33
32.17
31.95
31.94
32.28
32.02
32.25
32.53
32.32
32.28
32.46
32.12
31.98
33.75
33.84
33.75
33.77
33.53
33.68
33.69
33.78
33.22
33.44
33.76
33.70
33.75
33.53
33.69
33.72
33.79
33.49
33.75
33.73
33.40
33.78
33.63
33.13
33.63
33.56
33.69
33.67
33.40
33.73
33.17
33.63
33.22
Rid
ge
:38
.86
Rid
ge
:38
.86
Rid
ge
:38
.32
31.80
32.23
32.54
32.36
32.32
32.49
32.61
32.08
33.03
33.45
33.40
32.40
32.68
32.48
32.70
32.47
32.56
32.58
32.76
32.12
32.31
32.39
32.84
32.20
32.63
32.24
32.11
32.09
32.30
32.77
32.48
33.91
33.71
33.21
32.58
33.07
33.82
33.74
32.40
33.85
33.88
33.49
33.88
33.73
33.02
33.85
33.11
2
32.742
FL
:34
.16
SL
:33
.27
SL
:32
.61
SL
:33
.48
IL:3
0.5
0IL
:30
.52
33.6
33.4
33.8
32.0
32.432.2
33.0
32.6
32.4
32.
33.4
33.4
.
MH
DTB 1.30m
CL 32.00
AIR VALVE
250 DICL
250 mPV
C
100 CICL
250 mPVC
100 mPVC
Discon main - d
Discon main - d
Discon main - d
TERRACE
32.00
32.50
32.5032.50
32.50
33.00
33.00
33.00
33.00 31
.6031.70
31.70
31.80
31.90
32.00
32.00
32.10
32.10
32.20
32.20
32.30
32.30
32.40
32.40
32.40
32.40
32.40
32.4032.40
32.40
32.5032.50
32.60
32.60
32.60
32.60
32.6
32.70 32.7032.7
32.70 32.70
32.80 32.80
32.9033.00
33.00
32.40
32.40
32.50
32.70
32.80
32.80
32.80
32.80
32.80
32.80
32.90
32.90
33.00
33.10
33.20
33.30
32.70
32.80
33.10
33.00
32.90
32.80
33.10
PROPOSED KERB AND GUTTER
REFER TO BLACKTOWN CITY
COUNCIL FILE NUMBER A(BS)101M
SITE BOUNDARY
PROPOSED STAIRS
FFL 33.07 FFL 33.07
FFL 33.13
PROPOSED DRIVEWAY. REFER
TO BLACKTOWN CITY COUNCIL
DRAWING A(BS)103S
SITE BOUNDARY
KOKOKOKO
KO
KO
200mm HIGH KERB
KO
KO
ES
RW
RW
ES
ES ES
ES
ES
KO 300
KO
KO 300
KO 300
PROPOSED RAMP 1.REFER TO DRAWING17B01_DA_C115 FOR
DETAILS
PROPOSED SUPERMARKET
FFL 32.80
32.33
32.55
32.61
32.61
32.73
32.41
32.85
32.85
32.85
32.85
32.75
32.75
32.90
32.75
32.97
33.00
32.85
32.96
32.85
32.85
32.65
32.85
32.88
32.59
32.40
31.79
32.8032.78
32.30
32.78
32.41
33.05
33.05
33.05
33.05
33.05
32.37
31.99
31.98
33.02
32.58
33.05
32.75
33.05
33.09
33.20
ES
32.78
32.91
32.88
32.86
32.85
32.82
32.79
32.77
32.75
32.71
32.69
32.66
33.36
33.38
33.39
33.41
33.39
33.32
33.27
33.22
33.20
BOUNDARY LEVELSTO BE CONFIRMED
PRIOR TO CC STAGE
33.75
33.88
33.85
33.74
1C110
2C110
32.97
32.80
33.13
33.20
33.14
32.74
32.89
33.90
33.05
RW
RW
RW
RW
33.68
RW
RW
RW
5.0%
2.5%
2.5%
2.5%
0.8%
0.8%
0.8%
0.8%
2.0%
1.9%
1.9%
2.0%
1.9%1.9%
1.8%
1.3%
2.2%
1.8%
1.8%
1.8%
2.0%
2.0%
2.0%
3.0%
1.5%1.2%
1.3% 1.5% 1.3%
1.3%
1.0% 1.2%
1.2%1.5%
32.45
A 1
D 1E 1
B 3
B 2 B 1
B 4
B 5
C 2
C 1
G
F 2
H 2
H 1
32.41
32.30
32.30
EXTENT OF BASEMENT
CARPARK
OSD
RWT
REFER TO DRAWING 17B01_DA_C201/ C202
FOR OSD SECTIONS AND DETAILS
ACO 300x300mm SURFACE INLET
FLOOR DRAIN OR SIMILAR TO BE
CAST INTO SUSPENDED SLAB
SIPHONIC DRAINAGE LINE
STRAPPED TO UNDERSIDE OF
BUILDING SLAB, CONNECTING TO
BREAK PIT. DESIGN BY OTHERS
IL29.20Ø75024.1m0.5%IL29.07
SIPHONIC DRAINAGE LINE STRAPPED
TO UNDERSIDE OF BUILDING SLAB,
CONNECTING TO BREAK PIT. DESIGN
BY OTHERS
RAILWAY TERRACE
32.50
32.50
32.50
32.50
32.49
32.48
32.50
32.77
32.85
32.89
33.36
33.20
33.13
33.13
33.20
33.20
33.13
32.83
32.93
32.82
32.76
32.62
33.05
33.05
32.55
32.54
32.70
32.50
32.52
32.40
32.45
32.50
32.40
32.65
32.72
32.85
32.85
32.85
32.85
32.80
32.62
32.62
32.73
32.71
32.90
H -0.84m
H -1.05m
H -1.00m
33.78
H -0.77m
4.2%
FFL 33.20
H 0.45m
H 2.65m
H 0.32m
H 2.30m
H 2.65m
H 0.1m
32.50
MANCHESTER DRIVE
F 1
H +0.3mH +0.0m
H +0.7mH +1.1m
BUILDING WALL TO EXTEND TO ROAD RESERVE
BOUNDARY LEVELS TO HEIGHTS INDICATED
GD 6
H -0.8m
32.72
RW
32.94
H -0.49m
FINAL GRADING AND DRAINAGE OF ENTIRE TOWN PLAZA AREA
IS TO BE CONFIRMED AND COORDINATED WITH ADJACENT
PROPERTY OWNERS. THE SITE OSD TANK HAS BEEN SIZED TO
ACCOMMODATE ALL OF THE TOWN PLAZA AREA. ALTHOUGH
NOT SHOWN THE NORTHERN SIDE OF THE PLAZA WOULD
NEED TO BE COLLECTED VIA BOUNDARY GRATED DRAIN.
BUILDING WALL TO EXTEND TO
ROAD RESERVE BOUNDARY
LEVELS TO HEIGHTS INDICATED
32.66
32.66
DP DP DPDP
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
20m1684
SCALE 1:200
120
1234
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0417B01_DA_C101
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
DETAIL PLAN
SHEET 1 OF 3
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
1:200 @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
DETAIL PLAN SCALE 1:200
FOR CONTINUATION REFER DWG.17B01_DA_C103
FOR CONTINUATION REFER DWG.17B01_DA_C102
01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017
02 ISSUED FOR INFORMATION ONLY IK JG 15.12.2017
NOTE:SLOTTED SUBSOIL DRAINAGE LINES NOT SHOWN
ON DA DRAWINGS; DETAILS TO BE PROVIDED
PRIOR CONSTRUCTION DRAWING ISSUE
03 ISSUED FOR INFORMATION ONLY IK JG 18.12.2017
04 ISSUED FOR DA ONLY IK JG 19.12.2017
Fence
NG)182|825
32.88
.11
0.55 0.40
31.03
0.30
32.3
32.98
3
330.80
8
31.80
30.68
30.82
31.15
31.49
31.90
32.37
32.45
32.04
31.60
31.37
31.07
31.24
32.14
32.91
30.98
31.54
31
30.74
SL:31.49
31.6
32.8
4
31.8
32.6
END
500 CICL
250 DICL
160 PE - d
Discon main - d
31.00
31.00
31.00
31.00
31.50
31.50
31.50
32.00
32.00
32.00
32.50
32.50
31.50
31.60
31.70
31.70
31.70
31.80
31.80
31.90
31.90
31.90
32.00
32.00
32.00
32.00
32.10
32.10
32.10
32.10
32.20
32.20
32.20
32.30
32.30
32.30
32.30
32.40
32.40
32.40
32.40
32.40
32.40
32.40
32.40
32.50
32.50
32.50
32.60
32.60
32.60 32.60 32.60
32.60
32.7032.70
32.70 32.70
32.70
32.70
32.80
32.9033.00
32.40
32.50
FFL 33.07
PROPOSED DRIVEWAY. REFER
TO BLACKTOWN CITY COUNCIL
DRAWING A(BS)103S
KO
KO
KO
K&G
KO
ES
ES
ES
ES ES ES
PROPOSED MCDONALDS
"BY OTHERS"
PROPOSED SUPERMARKET
FFL 32.80PROPOSED SUPERMARKET
FFL 32.80
PROPOSED DRIVEWAY
REFER TO BLACKTOWN CITY
COUNCIL DRAWING A(BS)103S
BATTER 1 IN 3 MAX.
32.85
32.85
32.65
32.85
32.88
32.59
32.40
32.13
32.23
31.54
31.79
32.48
32.32
32.55
32.70
32.50
32.78
32.64
32.78
32.80
32.8032.78
32.30
32.41
32.08 31
.85
32.20
32.43
33.05
33.05
33.05
32.37
31.99
31.98
32.73
K&G
PROPOSED KERB AND GUTTER
REFER TO BLACKTOWN CITY
COUNCIL FILE NUMBER A(BS)101M
PROPOSED EL. SUBSTATION
FFL 32.64
3C110
4C110
5C110
5.0%
2.5%
1.9%
1.8%
1.3%
K&G
2.2%
1.8%
1.8%
1.8%
1.8%
1.8%
2.0%
2.0%
SITE BOUNDARY
4.6%
5.0%
3.0%
3.0%
3.0%
3.0%
1.3%
1.2%
1.2%1.5% 1.
1%
32.60
32.60
32.60
32.59
32.6032.60
32.62
32.48
32.48
1.1%
1.1%
1.1%
1%
1.1%
1.1%
1.1%
1.1%
1.1%
1.1%
1.1%
32.45
A 1
A 2 A 3 A 4
A 5
D 1
GD 1
GD 5
G 1
32.11
32.30
EXTENT OF BASEMENT
CARPARK
31.85
5.0%
OSD
EX 1
PROPOSED ONGRADE KERB INLET PIT
SAG KERB PIT 6Q BY BLACKTOWN COUNCIL IL28.80
PIPE LINE BETWEEN BLACKTOWN COUNCIL PIT 6Q AND PROPOSED KERB INLET PIT EX-1 TO BE UPSIZED TO TWIN
Ø600mm PIPES, TO ACCOMMODATE SITE FLOWS. PIPES TO BE CONSTRUCTED TO INVERT LEVELS AS INDICATED.
THE PIPED SYSTEM IN RAILWAY TERRACE WILL NEED TO BE CHECKED HYDRAULICALLY BY BLACKTOWN COUNCIL
TO CONFIRM ADEQUACY WITH THE DOWNSTREAM AND THE UPSTREAM STREET SYSTEM.
IL29.20Ø75024.1m0.5%IL29.07
SIPHONIC DRAINAGE LINE STRAPPED TO
UNDERSIDE OF BUILDING SLAB, CONNECTING
TO BREAK PIT. DESIGN BY OTHERS
SIPHONIC DRAINAGE LINE STRAPPED TO
UNDERSIDE OF BUILDING SLAB, CONNECTING
TO BREAK PIT. DESIGN BY OTHERS
SIPHONIC DRAINAGE LINE STRAPPED
TO UNDERSIDE OF BUILDING SLAB,
CONNECTING TO BREAK PIT. DESIGN
BY OTHERS
RAILWAY TERRACE
EXTENT OF SITE WORKS/BOUNDARY
26 STORMFILTER CARTRIDGES
MANHOLE UNIT (PSORB 690mm)
1.8m ON GRADE LINTEL
32.57
32.50
32.48
32.49
32.62
32.62
32.73
32.50
32.50
32.50
32.58
32.58
32.5732
.50
5 S
4 S
3 S1 T
2 S
1 S
PIT 1-S CHAMBER TO BE BUILT TO
ACCOMMODATE ALL INCOMING PIPES
H +0.7mH +1.1m
PROPOSED OFFTAKE WEIR 2m
LONG (RL29.93) 0.85m HIGH
BUILDING WALL TO EXTEND TO
ROAD RESERVE BOUNDARY
LEVELS TO HEIGHTS INDICATED
6 Q
IL29.06Ø600x251.5m0.5%IL28.80
IL28.90Ø2253m1%IL28.87
IL29.08Ø2253m1%IL29.05
JACQUI AVENUE
32.60
32.60
32.48
32.44
32.00
31.70
32.31
32.66
32.66
32.66
1.8m ON GRADE LINTEL
DPDP
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
20m1684
SCALE 1:200
120
1234
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0417B01_DA_C102
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
DETAIL PLAN
SHEET 2 OF 3
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
1:200 @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
FOR CONTINUATION REFER DWG.17B01_DA_C103
FOR CONTINUATION REFER DWG.17B01_DA_C101
DETAIL PLAN SCALE 1:200
01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017
NOTE:SLOTTED SUBSOIL DRAINAGE LINES NOT SHOWN
ON DA DRAWINGS; DETAILS TO BE PROVIDED
PRIOR CONSTRUCTION DRAWING ISSUE
02 ISSUED FOR INFORMATION ONLY IK JG 15.12.2017
NOTE:BLACKTOWN COUNCIL DRAINAGE DESIGN ON
JACQUI AVENUE TO BE REVISED AS INDICATED
03 ISSUED FOR INFORMATION ONLY IK JG 18.12.2017
04 ISSUED FOR DA ONLY IK JG 19.12.2017
Post and Wire Fence
Fence
PROPOSED BOUNDARY
JACQUI AVENUE (PROPOSED NEW ROAD)
MINERVA ST (PROPOSED EXTENSION)
196|065
34.32
34.67
34.43
33.
33.82
34.63
34.11
34.67
30.33
32.28
31.82
31.33
30.58
31.48
31.92
31.33
30.45
32.52
32.06
32.03
31.48
32.82
32.79
30.18
31.27
31.73
30.70
33.43
32.12
33.10
31.45
31.00
32.14
30.36
31.00
32.06
30.48
31.67
4.87
.72
82
32.68
32.7032.64
32.55
30.01
30.05
32.59
29.91
29.81
32.89
32.58
32.69
32.30
32.48
32.62
32.47
32.70
32.77
32.51
32.72
32.64
32.44
SL:32.84
30.030.0
30.4
30.4
30.8
30.8
31.2
31.6
32.0
32.4
32.8
30.230.230
.6
30.6
31.0
31.4
31.8
32.2
32.6
33.034
34.8
34.6
33.00
33.50
34.0 0
34.00
34.00
34.0032.
70
32.70
31.50
31.60
31.70
31.80
31.80
31.90
31.90
32.00
32.00
32.00
32.00
32.00
32.10
32.10
32.10
32.20
32.20
32.20
32.30
32.30
32.30
32.30
32.40
32.40
32.40
32.50
32.50
32.50
32.60
32.60
32.60
32.70
32.70
32.70
32.80
32.80
32.90
32.90
33.00
33.00
33.10
33.10
33.20
33.30
30.40 30.50 30.60 30.70 30.80 30.90 31.00
31.10
31.20
31.30
31.40
31.90
31.30
31.40
31.50
31.60
31.60
31.70
31.70
31.80
31.80
31.90
31.90
31.5031.4031.30
PROPOSED SUPERMARKET
FFL 32.80
33.14
32.88
32.51
32.64
32.77
SITE BOUNDARY
DYLDAM MIXED USE SITE
"BY OTHERS"
32.53
PROPOSED RAMP 2. REFER
TO DRAWING 17B01_DA_C116FOR DETAILS
FUTURE KERB AND
GUTTER "BY OTHERS"
SITE BOUNDARY
COMPACTOR AREA
2.0% MAX. FALL
1%
1.1%
IK
IK
EXTENT OF BASEMENT
CARPARK
EXTENT OF BASEMENT
CARPARKTURN DOWN KERB
47.15m
6C110
7C110
8C110
C 3
GD 4
GD 3
GD 2
A 6
ACO 300x300mm SURFACE
INLET FLOOR DRAIN OR
SIMILAR TO BE CAST INTO
SUSPENDED SLAB
300mm GRATED DRAIN TO BE
CAST INTO SUSPENDED SLAB
GRAVITY DRAINAGE LINE TO BE STRAPPED
UNDER BUILDING SLAB AND RUN @ 0.5%
JACQUI AVENUE
O/F
MINERVA ROAD
31.88
31.75
32.05
31.66
31.95
31.77
31.59 31
.4831.50
31.50
31.49
31.48
31.46
31.16
30.71
30.71
31.16
31.46
32.15
32.35 32.50
32.20
32.05
32.4232.96
32.37
32.23 31
.70
32.79
32.27
IK
IK
IK
IK
RW
RW
K&G
IK 300mm
IK 300mm
2.5%
IK
1.3%
2.4%
1.5%
3.0%
MK
MK
1.0%
4.0%
5.0%
3.1%
4.0%
0.5%
4.0%
2.2%3.7%
4.0%
2.5%
32.75
32.80
32.70
32.70
32.62
32.62
32.70 32.75
32.78
32.78
32.78
32.76
32.67
32.75
32.75
32.73
32.73
32.78
32.65
32.65
32.72
32.69
TURN DOWN KERB
32.92
32.65
H -1.40m
H -2.3m
H 2.40m
PROPOSED DRIVEWAY. REFER
TO BLACKTOWN CITY COUNCIL
DRAWING A(BS)103S
PROPOSED KERB AND GUTTER
REFER TO BLACKTOWN CITY
COUNCIL FILE NUMBER A(BS)101M
12.328
10.41
BUILDING FLOOR LEVELS (32.80) WILL REQUIRE A CUT
WALL ALONG BOUNDARY TO THE INDICATED HEIGHTS
H -0.0m
H -0.4m
H -0.7m
32.76
32.72
H +0.9m
H +0.4m
BUILDING WALL TO ACT AS CUT
RETAINING WALL FOR LENGTH AS
INDICATED MAX. HEIGHT H -1.2
SMALL WALL TO 600mm REQUIRED
AROUND EDGE OF COMPACTOR AREA
RW
RW
MINERVA ROAD
32.90
33.25
34.08
34.20
2.5%
2.5%
2.5%
EXISTING FENCE
31.48
31.44
31.61
31.6631
.64
31.71
31.69
31.7931
.59
32.06
2.4%
2.4%
32.53
1 IN 4
31.47
31.32
2.5%
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
20m1684
SCALE 1:200
120
1234
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0417B01_DA_C103
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
DETAIL PLAN
SHEET 3 OF 3
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
1:200 @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
FOR CONTINUATION REFER DWG.17B01_DA_C101 FOR CONTINUATION REFER DWG.17B01_DA_C102
DETAIL PLAN SCALE 1:200
01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017
02 ISSUED FOR INFORMATION ONLY IK JG 15.12.2017
NOTE:SLOTTED SUBSOIL DRAINAGE LINES NOT SHOWN
ON DA DRAWINGS; DETAILS TO BE PROVIDED
PRIOR CONSTRUCTION DRAWING ISSUE
03 ISSUED FOR INFORMATION ONLY IK JG 18.12.2017
04 ISSUED FOR DA ONLY IK JG 19.12.2017
10m864
SCALE 1:100
20
12
01 ISSUED FOR DA ONLY LC LC 19.12.2017
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Global-Mark.com.au® 0117B01_DA_C110
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
TYPICAL SECTIONS
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
1:100 @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
SITE BOUNDARY
EXISTING SURFACE
PROPOSED ROAD WIDENING.
REFER TO BLACKTOWN CITY
COUNCIL FILE NUMBER F14/1700
RAILWAY TERRACE
SECTIONSCALE:
1C1011:100 @ A1
PROPOSED KERB ONLY
PROPOSED CARPARK
32.44
32.46
32.85
32.032.0.%
PROPOSED SITTING AREA
2.5.%
PROPOSED STAIRS
SECTIONSCALE:
2C1011:100 @ A1
SITE BOUNDARY
3.0%5.0%
31.57
32.10
EXISTING SURFACE
SECTIONSCALE:
3C1021:100 @ A1
31.45
PROPOSED DRIWAWY. REFER
TO BLACKTOWN CITY COUNCIL
DRAWING A(BS)103S
PROPOSED ROAD WIDENING.
REFER TO BLACKTOWN CITY
COUNCIL FILE NUMBER F14/1700
SECTIONSCALE:
4C1021:100 @ A1
EXISTING SURFACE
RAILWAY TERRACE
JACQUE AVENUE
SITE BOUNDARY
32.50
PROPOSED DRIWAWY. REFER
TO BLACKTOWN CITY COUNCIL
DRAWING A(BS)103S
PROPOSED ROAD. REFER TO
BLACKTOWN CITY COUNCIL
FILE NUMBER F14/1136
32.6032.03
31.90
5.0%3.0%
PROPOSED CARPARK
2.5%
BUILDING WALL
FFL 32.80
SITE BOUNDARY
Ex. 32.51
INTEGRAL KERB
PROPOSED SHORING WALLFFL 29.30
32.7232.68
DOWN TURN KERB
EXISTING SURFACE
SECTIONSCALE:
6C1031:100 @ A1
SECTIONSCALE:
7C1031:100 @ A1
SECTIONSCALE:
8C1031:100 @ A1
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
SITE BOUNDARY
31.75
PROPOSED EL. SUBSTATION
SECTIONSCALE:
6C1031:100 @ A1
32.40
PROPOSED CARPARK EXISTING SURFACE
PROPOSED KERB AND GUTTER PROPOSED RETAINING WALL
31.89
FFL 32.64JACQUE AVENUE
PROPOSED ROAD. REFER TO
BLACKTOWN CITY COUNCIL
FILE NUMBER F14/1136
32.04
PROPOSED SHORING WALL PROPOSED BASEMENT WALL
300mm WIDE INTEGRAL KERB
29.67
PROPOSED BASEMENT RAMP
PROPOSED RETAINING WALL
Ex. 33.89
32.81
SITE BOUNDARY
PROPOSED CARPARK
EXISTING SURFACE
29.60
32.76
PROPOSED PATH RAISED PLANTER
32.5032.56
PROPOSED BASEMENT WALL
FFL 29.30
32.33
32.52
PROPOSED DRIVEWAY
3.0%
PROPOSED BASEMENT WALL
BUILDING WALL
FFL 32.80
31.73
31.85
SITE BOUNDARY
2.5%
PROPOSED ROAD
"BY OTHERS"
PROPOSED DRIWAWY. REFER
TO BLACKTOWN CITY COUNCIL
DRAWING A(BS)103S
32.0332.
32 32.28
PROPOSED RETAINING WALL OR DOWN TURN KERB
31.9831.87
2.5%4.0%
COMPACTOR LOADING AREA DRIVEWAY
EXISTING SURFACE0.6%
PROPOSED MINERVA ROAD
PROPOSED BASEMENT WALL
FFL 29.30
3.0% 3.0%
JACQUE AVENUE
PROPOSED ROAD. REFER TO
BLACKTOWN CITY COUNCIL
FILE NUMBER F14/1136
34.08
2.5%
FFL 32.80
BUILDING WALL
EXISTING SURFACE FIRE EXITPROPOSED STAIRS
REFER TO ARCHITECT
DRAWINGS
SITE BOUNDARY
PROPOSED SHORING WALLPROPOSED BASEMENT WALLFFL 29.30
IK 300
IK 300
SITE BOUNDARY
PROPOSED RETAINING WALL
EDGE OF SLAB ABOVE
PROPOSED KERB "GROUND LEVEL"PROPOSED KERB "GROUND LEVEL"
PROPOSED PIT1-
BASEMENT CARPARK
FFL 29.30
PROPOSED RETAINING WALL
PROPOSED KERB "GROUND LEVEL"
CH 0.00
CH 2.9
2
CH 4.65
CH 17.12
CH 21.32
29.30
29.40
29.5029
.6029.7029.80
29.90
30.00
30.10
30.20
30.30
30.40
30.50
30.60
30.70
30.80
30.90
31.00
31.10
31.20
31.30
31.40
31.50
31.60
31.70
31.80
31.90
32.00
32.10
32.20
32.30
32.40
32.50
32.50
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
10m864
SCALE 1:100
20
12
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0117B01_DA_C115
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
BASEMENT RAMP 1 PLAN AND SECTIONS
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
1:100 @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
BASEMENT RAMP 1 PLAN SCALE 1:100 @A1
PROPOSED PIT
2.2% 10.2%
20.1%
9.6%3.42%
SECTIONSCALE:
1-1:100 @ A1
SUSPENDED CARPARK
2.57m
CH 0.0
CH 17.12
CH 21.32
PROPOSED RAMP32.
57
CH 4.65
CH 2.92
29.3029.
40
32.07
32.50
29.57
32.33
01 ISSUED FOR DA ONLY IK JG 19.12.2017
SITE BOUNDARY
EDGE OF SLAB ABOVE
PROPOSED KERB "GROUND LEVEL"
PROPOSED SHORING WALL
SHORING WALL
BASEMENT CARPARK
FFL 29.30
CH 0.00
CH 2.00
CH 12.25
29.30
29.40
29.50
29.60
29.70
29.80
29.90
30.00
30.10
30.20
30.30
30.40
30.50
30.60
30.70
30.80
30.90
31.00
31.10
31.20
31.30
31.40
31.90
32.00
32.10
32.20
32.30
32.30
32.40
32.50
32.60
31.50
31.30
31.40
31.5031.60 31.60
31.70
31.70
31.80
31.80
31.5031.40
31.30
CH 18.95
CH 23.86
CH 25.82
CH 30.60
CH 27.80
CH 18.25
MINERVA ROAD
1-
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
10m864
SCALE 1:100
20
12
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0117B01_DA_C116
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
BASEMENT RAMP 2 PLAN AND SECTIONS
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
1:100 @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
BASEMENT RAMP 2 PLAN SCALE 1:100 @A1
SECTIONSCALE:
1-1:100 @ A1
2.47m
SITE BOUNDARY
PROPOSED BUILDING
SUSPENDED DRIVEWAY
14.73%
7.5%2.85%
10.0%
CH 0.0
CH 2.00
CH 12.25
CH 18.25
CH 23.86
29.30
29.30
29.50
31.01
31.46 31.
6931.
58
01 ISSUED FOR DA ONLY IK JG 19.12.2017
31.62 31.643.57%
CH 25.82
CH 27.80
CH 30.60
2.5% 2.2%
CH 18.95
31.48
MINERVA ROAD
CL
(H1 & H2 SUPPORT)SCALE 1:20
O.D.
TRENCH WIDTH = O.D.+600
300
100
DESIGN PAVEMENT
SUBGRADE LEVEL
COMPACTED TO 98% SMDD
IN 150mm (MAX.) LAYERS
HAUNCH ZONE
BED ZONE
COMPACTED NON
COHESIVE BACKFILL =1/3 O.D.
COMPACTED TO 100% SMDD
IN 2x150mm(MAX.) LAYERS
COMPACTED TO 95% SMDD
IN 250mm (MAX.) LAYERS
ORDINARY FILL FREE FROM
CLAY LUMPS EXCEEDING 75mm,
STONES EXCEEDING 25mm AND
CONTAMINATE MATERIALS
CL
O.D.
TRENCH WIDTH = O.D.+600
300
100
100mm MIN. THICK TOP SOIL
COMPACTED TO 98% SMDD
IN 150mm(MAX.) LAYERS
HAUNCH ZONE
BED ZONE
COMPACTED NON
COHESIVE BACKFILL =1/3 O.D.
COMPACTED TO 100% SMDD
IN 2x150mm(MAX.) LAYERS
COMPACTED TO 95% SMDD
IN 250mm(MAX.) LAYERS
ORDINARY FILL FREE FROM
CLAY LUMPS EXCEEDING 75mm,
STONES EXCEEDING 25mm AND
CONTAMINATE MATERIALS
(H1 & H2 SUPPORT)SCALE 1:20
PIPE TRENCH INSTALLATION
IN LANDSCAPE AREAS
PIPE TRENCH INSTALLATION
BENEATH PAVEMENT
100Ø A.G. PIPE 3m IN LENGTH
DRAINING IN DIRECTION OF FALL
OF PIPE TO DOWNSTREAM PIT.
PIPE TO BE WRAPPED IN GEOFABRIC
300 MIN.
TOP LAYER
700
IF APPLICABLE
700
IF APPLICABLE
300 MIN.
TOP LAYER
TYPICAL STEP IRON DETAILSCALE 1:10
ELEVATION
300
350
100
220 45
R20 GALV. STEEL M.S.
@ 300 CTRS
PLAN SECTIONELEVATION
300 300
NOTE: SLOTTED RIGID PVC PIPE AND
FITTINGS MAY BE USED
600 MIN. UNO
LIGHT DUTY IN LANDSCAPED AND PEDESTRIAN
AREAS HEAVY DUTY IN VEHICULAR PAVEMENTS.
AIR TIGHT CAST IRON OR BRASS SCREW OR BOLT
DOWN CAP.
300x300x150
CONCRETE SURROUND
HEAVY DUTY uPVC TO BE CONNECTED
TO THE SUB SOIL DRAINAGE LINE
100 DIA RIGID PVC
45° BEND
FLUSHING POINT (FP)SCALE 1:10
600 MIN UNO
NOTE: SLOTTED RIGID PVC PIPE AND
FITTINGS MAY BE USED
LIGHT DUTY IN LANDSCAPED AND PEDESTRIAN AREAS
HEAVY DUTY IN VEHICULAR PAVEMENTS. AIR TIGHT CAST
IRON OR BRASS SCREW OR BOLT DOWN CAP
300 x 300 x 150 CONCRETE
SURROUND
45°BEND
45°BEND Y PIECE
FLOW 1% MIN
300 x 300 x 150
CONCRETE SURROUND
100Ø RIGID PVC
HEAVY DUTY uPVC
TO BE CONNECTED
TO THE SUB SOIL
DRAINAGE LINE
100 SUBSOIL DRAINAGE LINE
REFER SUBSOIL BEDDING DETAILS
INTERMEDIATE RISER (IR)SCALE 1:10
200
2-N16
N16@ 200 CENTRES
'T'
500 max.
'T'
600 lap
450 lap
1000 max.
N16 @ 200 CENTRES
EACH WAY EACH FACE
PIT REINFORCEMENT
SHOWN DASHED
HAUNCH DETAIL -TYPICALSCALE 1:10
2000mm1200 16004000
200400
800
SCALE 1:20
A = 900
H
A
H
A
B
PIPE DIA. + 150
A = 600 FOR PIPES UP TO 375 DIA.
PIT CHAMBER DIMENSIONS
FOR PIPES UP TO 600 DIA.
PIT CHAMBER FOR PIPES
GREATER THAN 600 DIA.
H = 0-900mm - AxB = 600x600mm
H = 900-1200mm - AxB = 900x600mm
H = >1200mm - AxB = 900x900mm
FOR B = 600mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 225mm
FOR B = 900mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 375mm
FOR B = 1200mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 600mm
FOR B = 1500mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 825mm
FOR B = 1900mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 1050mm
FLOW FLOW
FLOW
PIT CHAMBER FOR
SIDE ENTRY ON SKEW
TYPICAL PIT CHAMBER SIZESIT IS THE CONTRACTORS RESPONSIBILITY TO SELECT PIT CHAMBER SIZE WITH REGARDS TO PIPE SIZE, DEPTH TO
INVERT AND SKEW ANGLE. REFER SKETCHES BELOW.SELECT PIT CHAMBER USING THE STEPS BELOW:
SELECT PIT CHAMBER SIZE DEPENDING ON THE PIPE DIAMETERS.
CHECK PIT CHAMBER SIZE TO SATISFY DEPTH TO INVERT REQUIREMENTS.
CHECK PIT CHAMBER DIMENSIONS TO SATISFY THE SKEW ANGLE IN THE TABLE.
SECTIONSECTION
PLAN
PIT SIZE & DEPTH
REQUIREMENTS
1
2
3
1 1
2
3
FOR REINFORCEMENT TO WALLS
AND FLOOR OF PITS (WHERE
REQUIRED) REFER TO NOTES 10
AND 21.
FOR REINFORCEMENT TO HAUNCH SEE BELOW
NTSNTS
NTS
1000mm800600400
SCALE 1:10
0
200 100
200
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0117B01_DA_C200
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
STORMWATER MISCELLANEOUS DETAILS
AND PIT LID SCHEDULE
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
NTS
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236 01 ISSUED FOR DA ONLY IK JG 19.12.2017
PIT LID SCHEDULE
PIT/STRUCTURE NUMBER DESCRIPTION
-A 1
-A 5
DRAINAGE NOTES:1. ALL STORMWATER WORK TO COMPLY WITH AS 3500 PART 3.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE MINIMUM COVER OF 600mm ON ALL PIPES.
3. PROTECTION OF PIPES DUE TO LOADS EXCEEDING W7 WHEEL LOAD SHALL BE THE CONTRACTOR'S
RESPONSIBILITY.
4. BEDDING TYPE SHALL BE TYPE H2 FOR RCP. WHERE NECESSARY THE OVERLAY ZONE SHALL BE REDUCED TO
ACCOMMODATE PAVEMENT REQUIREMENTS. REFER TO THIS DRAWING FOR DETAILS.
5. MINIMUM COVER OVER EXISTING PIPES FOR PROTECTION DURING CONSTRUCTION SHALL BE 800mm.
6. NO CONSTRUCTION LOADS SHALL BE APPLIED TO PLASTIC PIPES.
7. FINISHED SURFACE LEVELS SHOWN ON LAYOUT PLAN DRGS TAKE PRECEDENCE OVER DESIGN DRAINAGE
SURFACE LEVELS.
8. ALL PIPES UP TO AND INCLUDING 300 DIA. SHALL BE SOLVENT OR RUBBER RING JOINTED PVC CLASS SH PIPE TO
AS1260. ALL OTHER PIPES TO BE RCP USING CLASS 2 RUBBER RING JOINTED PIPE. HARDIES FRC PIPE MAY BE USED
IN LIEU OF RCP IF DESIRED IN GROUND. ALL AERIAL PIPES TO BE PVC CLASS SH.
9. ALL PITS IN NON TRAFFICABLE AREAS TO BE PREFABRICATED POLYESTER CONCRETE "POLYCRETE" WITH "LIGHT
DUTY" CLASS B GALV. MILD STEEL GRATING AND FRAME.
ALL PITS IN TRAFFICABLE AREAS (CLASS "D" LOADING MAX) TO HAVE 150mm THICK CONCRETE WALLS AND BASE
CAST IN-SITU f'c=32 MPa, REINFORCED WITH N12-200 BOTH LOADING WAYS CENTRALLY PLACE .U.N.O. ON SEPARATE
DESIGN DRAWINGS IN THIS SET. GALV.MILD STEEL GRATING AND FRAME TO SUIT DESIGN LOADING. PRECAST PITS,
RECTANGULAR OR CIRCULAR IN SHAPE, MAY BE USED IN LIEU AND SHALL COMPLY WITH RELEVANT AUSTRALIAN
STANDARDS.
10. ALL PITS, GRATINGS AND FRAMES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATION AND TO BE IN ACCORDANCE WITH AS3500.3 AND AS3996.
11. PIT CHAMBER DIMENSIONS ARE TO BE SELECTED TO SATISFY THE FOLLOWING:
- PIPE SIZE
- DEPTH TO INVERT
- SKEW ANGLE
REFER TYPICAL PIT CHAMBER DETAILS BELOW
IF PIT LID SIZE IS SMALLER THAN THE PIT CHAMBER SIZE THEN THE PIT LID IS TO BE CONSTRUCTED ON THE CORNER
OF THE PIT CHAMBER WITH THE STEP IRONS DIRECTLY BELOW. ALTERNATIVELY THE PIT LID TO BE USED, IS TO BE
THE SAME SIZE AS THE PIT CHAMBER.
12. FOR PIPE SIZES GREATER THAN Ø300mm, PIT FLOOR IS TO BE BENCHED TO FACILITATE FLOW.
13. GALVANISED STEP IRONS SHALL BE PROVIDED AT 300 CTS FOR PITS HAVING A DEPTH EXCEEDING 1200mm.
SUBSOIL DRAINAGE PIPE SHALL BE PROVIDED IN PIPE TRENCHES ADJACENT TO INLET PIPES. (MINIMUM LENGTH 3m).
14. ALL SUBSOIL PIPES SHALL BE 100mm SLOTTED PVC IN A FILTER SOCK, UNO, WITH 3m INSTALLED UPSTREAM OF
ALL PITS.
15. ALL PIPEWORK SHALL HAVE MINIMUM DIAMETER 100.
16. MINIMUM GRADE FOR ROOFWATER DRAINAGE LINES SHALL BE 1%.
17. ALL PIPE JUNCTIONS AND TAPER UP TO AND INCLUDING 300 DIA. SHALL BE VIA PURPOSE MADE FITTINGS.
18. ALL ROOF DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500, PART 3. TESTING TO BE UNDERTAKEN
AND REPORTS PROVIDED TO THE SUPERINTENDENT.
19. LOCATION OF THE DIRECT DOWN PIPE CONNECTIONS MAY VARY ON SITE TO SUIT SITE CONDITIONS, WHERE
CONNECTION SHOWN ON LONG SECTIONS CHAINAGES ARE INDICATIVE ONLY.
20. PITS IN EXCESS OF 1.5 m DEEP TO HAVE WALL AND FLOOR THICKNESS INCREASED TO 200mm. REINFORCED WITH
N12@200 CTS CENTRALLY PLACED BOTH WAYS THROUGHOUT U.N.O.ON SEPARATE DESIGN DRAWINGS IN THIS SET.
IF DEPTH EXCEEDS 5m CONTACT ENGINEER.
21. SUBSOIL DRAINAGE LINES FOR LANDSCAPE AREA NOT SHOWN ON THESE DRAWINGS. REFER TO LANDSCAPING
PLANS FOR DETAILS.
22. ALL STORMWATER PITS TO HAVE Ø100 uPVC SLOTTED SUBSOIL PIPES CONNECTED TO THEM. THESE SUBSOILS
TO EXTEND 3m UPSTREAM OF THE PIT AT A MINIMUM GRADE.
-A 2 -A 3 -A 4
-B 4
-B 5
PROPOSED INLET PIT WITH 900x900 HINGED HEAVY
DUTY GRATED LID CLASS "C" IN ACCORDANCE WITH
LOCAL COUNCIL REQUIREMENT. PIT TO BE FITTED
WITH "ENVIROPOD" 200 MICRON PIT BASKET WITH
OILSORBS OR EQUAL APPROVED EQUIVALENT.
-B 1 -B 2 -B 3 -C 1-D 1
-E 1PROPOSED JUNCTION PIT WITH 900x900 HEAVY DUTY
SEALED LID CLASS "C" IN ACCORDANCE WITH LOCAL
COUNCIL REQUIREMENT.
PROPOSED INLET PIT WITH 900x900 HINGED LIGHT DUTY
GRATED LID CLASS "B" IN ACCORDANCE WITH LOCAL
COUNCIL REQUIREMENT. PIT TO BE FITTED WITH
"ENVIROPOD" 200 MICRON PIT BASKET OR APPROVED
EQUIVALENT.
PROPOSED JUNCTION PIT WITH 900x900 LIGHT DUTY
SEALED LID CLASS "B" IN ACCORDANCE WITH LOCAL
COUNCIL REQUIREMENT.
-H 1 -H 2
PROPOSED 300mm WIDE (ACO DRAIN) HEAVY DUTY
GRATED DRAIN CLASS "D", GRATED DRAIN TO
CONNECT TO A 900X900 GRATED INLET PIT FITTED
WITH ENVIROPOD PIT BASKET WITH OILSORB IN
ACCORDANCE WITH LOCAL COUNCIL REQUIREMENT.
-GD 2 -GD 3
PROPOSED 300mm WIDE (ACO DRAIN) HEAVY DUTY
GRATED DRAIN CLASS "C", GRATED DRAIN TO
CONNECT TO A 600X600 GRATED INLET PIT FITTED
WITH ENVIROPOD PIT BASKET WITH OILSORB IN
ACCORDANCE WITH LOCAL COUNCIL REQUIREMENT.
-GD 1 -GD 5
PROPOSED 300mm WIDE (ACO DRAIN) HEAVY DUTY
GRATED DRAIN CLASS "B", GRATED DRAIN ACCORDANCE
WITH LOCAL COUNCIL REQUIREMENT.
-GD 4
-C 2 -C 3PROPOSED 300x300 FLOOR DRAIN (ACO OR
SIMILAR) CAST INTO SUSPENDED SLAB
SAG KERB INLET PIT WITH 1.8m LINTEL AND HEAVY DUTY
GRATED LID CLASS "C" IN ACCORDANCE WITH LOCAL
COUNCIL REQUIREMENT.
-G 1
-GD 6
PROPOSED INLET PIT WITH 600x600 HINGED LIGHT DUTY
GRATED LID CLASS "B" IN ACCORDANCE WITH LOCAL
COUNCIL REQUIREMENT. PIT TO BE FITTED WITH
"ENVIROPOD" 200 MICRON PIT BASKET OR APPROVED
EQUIVALENT.
AC202
CONTROL PIT
OVERFLOW PIT
PROPOSED OSD TANK16.4mWIDE x 53.3m LONG
VOLUME PROVIDED = 1100m³
(OSD FOOTINGS, WALL AND COLUMNS TO FUTURE
STRUCTURAL ENGINEERS DETAILS)
STEP IRONS @ 300 CTS
STEP IRONS @ 300 CTS
STEP IRONS @ 300 CTSSTEP IRONS @ 300 CTS
STEP IRONS @ 300 CTS
STEP IRONS @ 300 CTS
0.9m x 10m DISSIPATION CHAMBER
900
1000
0
53300
6000
5m x 0.3m DISSIPATION CHAMBER
TO STORMFILTERS OPENING
6m x 10m STORMFILTER CHAMBER
47 x 690mmPSORB
STORMFILTER
Ø150 OPENING TO DISSIPATION CHAMBER
WITH NON RETURN FLAP VALVE
Ø150 OPENING TO DISSIPATION CHAMBER
WITH NON RETURN FLAP VALVE
Ø150 OPENING TO DISSIPATION CHAMBER
WITH NON RETURN FLAP VALVE
STORMWATER FILTER CHAMBER TO
DETENTION STORAGE OVERFLOW
WEIR L = 10 x Q100YR = 2.25m
TW30.147FULL HEIGHT WALL
TW30.885
3000
900
TW30.885
TW30.885
TW31.35
FULL HEIGHT WALL
2% F
ALL
INTE
RN
AL
2% FALL
INTERNAL
2% F
ALL
INTE
RN
AL
2% FALL
INTERNAL
STEP IRONS @ 300 CTS
STEP IRONS @ 300 CTS
IL29
.377
IL29
.377
IL29
.527
STEP IRONS @ 300 CTS
STEP IRONS @ 300 CTSSTEP IRONS @ 300 CTS
Ø150 OPENING TO DISSIPATION CHAMBER
WITH NON RETURN FLAP VALVE
RL32.5
8
Ø150 OPENING TO DISSIPATION CHAMBER
WITH NON RETURN FLAP VALVE
RL32.8
4 RL32.7
5
RL32.7
0
IMPERMEABLE OIL/
FLOATABLES BAFFLE
FU
LL HE
IGH
T W
ALL
FULL HEIGHT WALL
DISSIPATION CHAMBER WALL TO RL30.885
BC202
1640
0
2% FALL
INTERNAL
STEP IRONS @ 300 CTS
STEP IRONS @ 300 CTS
RAINWATER OVER WEIR TO BE ACROSS
ENTIRE TANK WIDTH AND TO BE AT RL31.35
RAINWATER
STORAGE 180KL
3750
RL32.5
5
RL32.6
5
RL33.0
8
RL32.8
4
RL32.8
0
RL32.7
2
RL32.7
1
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
5000mm3000 400010000
2006001000
2000
SCALE 1:50
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0217B01_DA_C201
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
OSD PLAN
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
1:50 @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
OSD PLANSCALE: 1:50
01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017
02 ISSUED FOR DA ONLY IK JG 19.12.2017
NOTE:ALL PIT LIDS OVER RWT/OSD TO BE 900x900mm CLASS
"C" IN ACCORDANCE WITH BLACKTOWN CITY COUNCILS
REQUIREMENTS. LIDS TO BE SEALED/GRATED AS
INDICATED IN DRAWING 17B01_DA_C101
RL30.885
RL29.377
RL29.527
RL31.65
TWL 30.885 (1.5ARI)
TWL 31.35 (100ARI)
Ø80 - Ø100mm STORMFILTER
UNDERDRAIN TO 1.5YR
CONTROL PIT
0.9m x 10m DISSIPATION CHAMBER
PROPOSED OSD TANK16.4m WIDE x 53.3m LONG
VOLUME PROVIDED =1100m³
(OSD FOOTINGS, WALL AND COLUMNS TO FUTURE
STRUCTURAL ENGINEERS DETAILS)
5 x Ø150mm PIPE CONNECTION @ 2m
SPACING BETWEEN DISSIPATION
CHAMBER AND DETENTION STORAGE
RL31.85
RL32.59RL32.65RL32.65
B-1:25
900x900 ACCESS GRATE
900
900x900 ACCESS GRATE
900
900x900 ACCESS GRATE
900
2% FALL
150mm FALSE FLOOR
AND 17mm ALLOWANCE
RL29.21
STORMFILTER CHAMBER 47x690mm PSORB
STORMFILTER
CARTRIDGES
INSTALL GALVANISED STEP
IRONS @ 300 CTS, TYPICAL.
REFER DETAIL ON DRAWING
17B01_CC_C200
5m x 0.3m OPENING
6000
RL29.677
PROPOSED OSD TANK16.4m WIDE x 53.3m LONG
VOLUME PROVIDED =1100m³
(OSD FOOTINGS, WALL AND COLUMNS TO FUTURE
STRUCTURAL ENGINEERS DETAILS)
TWL 30.885 (1.5ARI)RL30.885
RL29.22
RL31.65
RL30.147Ø750mm OUTLET PIPE
OVERFLOW PIT
TWL 31.35 (100ARI)
CONTROL
PIT
RL30.885
TWL 31.35 (100ARI)
PROPOSED DEBRIS SCREEN
REFER TYPICAL DETAIL
RL31.85
DISSIPATION CHAMBER
WALL BEHIND
Ø188.5mm 100YR
ORIFICE �29.34
IL29.246
STORMWATER FILTER CHAMBER TO
DETENTION STORAGE OVERFLOW
WEIR L = 10 x Q100YR = 2.25m
RL32.55RL32.59RL32.63RL32.66
INSTALL GALVANISED STEP
IRONS @ 300 CTS, TYPICAL.
REFER DETAIL ON DRAWING
17B01_CC_C200INSTALL GALVANISED STEP
IRONS @ 300 CTS, TYPICAL.
REFER DETAIL ON DRAWING
17B01_CC_C200
900x900 ACCESS GRATE900x900 ACCESS GRATE900x900 ACCESS GRATE900x900 ACCESS GRATE
900900900900
A-1:25
1000030003000
1900900
RL29.377
RL29.21
2% FALL
167mm FALSE FLOOR
167
MASS CONCRETE GRADING AT 2%
TOWARD NON-RETURN FLAP VALVES
IN DISSIPATION CHAMBER WALL
Ø80 - Ø100mm UNDERDRAIN
CONNECTION FROM STORMFILTER
CHAMBER TO CONTROL WEIR � 29.20
RL31.35
TWL 30.885 (1.5ARI)
STORMFILTER CHAMBER 47x690mm PSORB
STORMFILTER
CARTRIDGES
RL29.24RL29.215 RL29.25
Ø200mm OPENING IN WALL
RL32.52
900
INSTALL GALVANISED STEP
IRONS @ 300 CTS, TYPICAL.
REFER DETAIL ON DRAWING
17B01_CC_C200
900x900 ACCESS GRATE
RL29.14RL29.20
RL29.21
IMPERMEABLE OIL/
FLOATABLES BAFFLE
2000 1000
5mm STAINLESS
STEEL PLATE
FIX TO TANK WALL USING
4M10 MASONARY ANCHORS
NON REMOVABLE.ORIFICE PLATESCALE 1:10
50 TYP.
Ø250mm OPENING BEHIND
400
400
Ø188.5
DEBRIS SCREEN DETAILNOT TO SCALE
ALL STEEL TO BE HOT DIPPED GALVANISED
LIFTING HANDLES
DEBRIS SCREEN WELDLOK A40/203
(HOT DIPPED GALVANISED)
1.0m² AREA OF THE SCREEN
(20xORIFICE)
60 x 5mm LOCK DOWN PLATE
WITH PENETRATION. REFER DETAIL
100 x 16 MOUNTING BAR WITH
BRACKETS, SCREEN TO BE ATTACHED
(GENERALLY ON A SLIDING MECHANISM)
TO THE WALL, BUT SHOULD BE
REMOVABLE (WITHOUT THE USE OF
TOOLS) TO PERMIT CLEANSING AND
EASY INSPECTION OF THE OUTLET
CONTROL. ALL STEEL TO BE HOT
DIPPED GALVANISED.
SCREEN TYPE WELDLOK A40/203 IS
RECOMENDED FOR ORIFICES LARGER
THAN 150mm AND SCREEN AREA 20 x
THE ORIFICE AREA FOR THAT TYPE OF
SCREEN - REFER UPRCT SECTION 4-13
MAXIMESH RH3030 IS RECOMMENDED
FOR ORIFICES LESS THAN 150mm IN
DIAMETER AND SCREEN AREA 50xTHE
ORIFICE AREA REFER BURWOOD
COUNCIL AND UPPER PARRAMATTA
RIVER CATCHMENT TRUST HANDBOOK.A-
B-
2% FALLRL30.45
RL32.72
900x900 ACCESS
SEALED LID 900
RL29.977
AVERAGE RL OF DETENTION STORAGE AREA
900x900 ACCESS
SEALED LIDRL32.80
RL28.70
3750
RL31.55
RAINWATER STORAGE 180KL
RL31.75
300
2 x Ø12 HOLES FOR RAMSET
M10 STAINLESS STEEL
CHEMICAL ANCHORS OR
APPROVED EQUIVALENT
5mm THICK STAINLESS
STEEL PLATE WITH
STAINLESS STEEL HINGE
Ø300 FLAP VALVE OR
EQIVALENT APPROVED
BY COUNCIL
250
FLAP VALVE DETAILSCALE 1:10
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
20m1684
SCALE 1:200
120
1234
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400
Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0217B01_DA_C202
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
OSD SECTIONS AND DETAILS
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
AS NOTED @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
2500mm1500 20005000
100300500
1000
SCALE 1:25
1000mm800600400
SCALE 1:10
0
200 100
200
OSD PLANSCALE: 1:200
01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017
02 ISSUED FOR DA ONLY IK JG 19.12.2017
HGL LEVEL
031.70
30.962
20L/s
Ø225 uPVC
0.53%
35L/s
Ø225 uPVC
0.52%
30.440
29.15
33.4
35L/s
Ø300 uPVC
0.52%
30.420
30.170
117.79
32.11
40L/s
Ø375 RCP C2
0.52%
30.150
30.050
136.93
32.50
98L/s
Ø450 RCP C2
0.56%
30.030
29.950
151.24
32.50
115L/s
Ø525 RCP C2
0.56%
29.930
29.850
165.54
32.50
289L/s
Ø600 RCP C2
0.53%
29.830
29.700
210.19
32.3
INVERT R.L.
H.G.L. LEVELS1 in 20 Year ARI
Datum RL 25.00
SURFACE R.L.
PIPE CHAINAGE (m)
Grade (%)
Pipe Size & Class
Flow (L/s)
GD-3 A-1A-2A-3A-4A-5A-6
SURFACE LEVEL
LINE ASCALE: H 1:500 / V 1:100
032.64
44L/s
Ø225 uPVC
1.45%
31.631
31.390
16.59
32.64
59L/s
Ø300 uPVC
0.50%
31.370
31.249
40.89
32.33
145L/s
Ø375 RCP C2
0.50%
31.230
31.168
53.19
32.3
181L/s
Ø450 RCP C2
0.68%
31.150
31.039
69.46
32.3
221L/s
Ø450 RCP C2
0.50%
31.020
30.931
87.21
31.60
B-5 B-4 B-3 B-2 B-1 OSD
HGL LEVEL
SURFACE LEVEL
LINE BSCALE: H 1:500 / V 1:100
333L/s
0.53%
29.610
203.26
32.60
Ø600 RCP C2
OSD
31.622
31.534
31.533
31.512
31.507
31.501
31.478
31.463
31.455
31.445
31.402
31.362
31.289
31.250
32.065
31.908
31.880
31.792
31.662
31.579
31.520
31.480
31.376
31.258
30.770
14.31
31.48
30.750
GD-231.900
31.897
190.13
SURVEY
INFORMATIONSURVEYED BY LAND PARTNERS
DATUM: AHD
ORIGIN OF LEVELS: PM 57796 RL 26.236
Date
Scale
Title
Project
Drawing number
Drawn
Checked
Revision
Designed
Approved
This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.
Architect
Client
REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN
Level 5,79 Victoria Avenue
Chatswood NSW 2067
Telephone
+61 2 9417 8400Facsimile
+61 2 9417 8337
Web
www.henryandhymas.com.auGlobal-Mark.com.au® 0217B01_DA_C210
PROPOSED RETAIL DEVELOPMENT
RAILWAY TERRACE, SCHOFIELDS NSW
STORMWATER LONGITUDINAL SECTIONS
SHEET 1 OF 2
J.Knight T.Dempsey
T.Dempsey A.Francis
OCT 2017
AS NOTED @ A1
COLES GROUP PROPERTY DEVELOPMENTS
CHRISTIANSEN OBRIEN ARCHITECTS
50m40302010
SCALE 1:500
0
246810
10m864
SCALE 1:100
20
12
01 ISSUED FOR INFORMATION ONLY IK JG 30.11.2017
02 ISSUED FOR DA ONLY IK JG 19.12.2017